HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 8PUMP INSTALLATION
1. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL
PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS
SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER
SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR
APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR
FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ.
2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE OFFICE IN AN
ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND
LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY.
PUMPS SHALL OPERATE FOLLOWING SEQUENCE:
o. PUMPS OFF
b. LEAD PUMP ON
e. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP
SUBSTITIUTES FOR FAILED PUMP)
d. PUMPS MUST ALTERNATE
3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT
SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED
WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE
ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE.
4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY
CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY
SEPTIC CALCULATIONS:
OFFICE 26508 (.075) = 1988 GPD
(NO STORAGE FLOW)
NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED
USE 1988 GPD DESIGN FLOW 2 COMPARTMENT TANK, 2X 1X REQ.
USE 6000 GAL S/T (4000 AND 2000 GAL COMPARTMENTS
USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)=1998 GPD > 1988 O.K.
2.5' 5' 5' 5' 5'S, 2.5'
4"PERF, SCH40 PVC LINES
_ 30'
LEACHING BED SECTION SHOWING LATERAL SPACING
SCALE: 1"=10'
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDINGS. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ELECTRIC PERMIT REQUIRED
PROPOSED 800 SF STORAGE OFFICE
SLAB EL. 38.63 24"I.D.MANHOLE SEE DETAIL
TYP.
' 34.5 B 10" 14'
.Tit'.. 34.2 8 TEE TEE Y'' 33.89 B
7' 1500 GAL H-20 GAS BAFFLE & 33.95 B
-' 4" SCH-40 PVC AT 2% ( SEPTIC TANK ZABEL FILTER •.=
'. 4 LIQ. LEVEL
ACME OR EQUAL A100
FOUNDATION
6" GRAVEL &MECH. 4' SCH-40 PVC AT 2%
COMPACTION (TYP.) 3' AT 0.02
SEPTIC TANK 1500 GAL H-20
DEPTH OF FLOW = 4' SEPTIC TANK
4' LIQ. LEVEL
TEE SIZES: ACME OR EQUAL
INLET DEPTH = 10"
OUTLET DEPTH 14"
TANIV(Z _ CZTOPAr-P' of
PARKING LOT
0.5% MIN.
PROPOSED SLAB
FOUNDATION
FIRST FLOOR EL.
FOUNDATION
STORAGE
P/C
4 FxuS:o
PROTECT.
We" .r ,
SEE ABOVE
PUMPS FO
In K'n Z
SECTION A -A SCALE: N.T.S.
H-20 CAST IRON COVERS
2'-10"
26'
TH1 TH2 TH3 TH4
SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S., SE SOIL EVALUATOR: DAN OJALA P.L.S., SE
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
WITNESS: KELDA WELCH (BOH) WITNESS: KELDA WELCH (BOH) EXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN(BORTOLOTTI)
EXCV. SCOTT (BORTOLOTTI) EXCV. SCOTT (BORTOLOTTI) DATE: 7-2-99 2 PM DATE: 7-2-99 2 PM
DATE: MAY 22 1999 DATE: MAY 22 1999 0-2" 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR2/1
0-2" 0 ORGANIC 10YR3/2 0-3" 0 ORGANIC 10YR3/2 2-4" A LOAMY SAND 10YR5/2 2-4" A LOAMY SAND 10YR3/2
2-5" A LOAMY SAND 10YR4 4 3-8" A LOAMY SAND 10YR4 4 4-36" B LOAMY SAND 2.5Y7/6 4-36" B LOAMY SAND 2.5Y7/6
5-38" B LOAMY SAND 1076/6 B-30" B LOAMY SAND 10YR5/8 36-60" Cl M/F SAND 2.5Y7/4 (LOWER 12" IOYR3/2) 36-66" Cl M/F SAND 2.51'7/4
38-66" Cl M/C SAND 2.5Y6/6 30-48" Cl M/C SAND 2.5Y6/6 10% GRAVEL 60'-84" C2 LOAMY SAND 2.5Y8/4 (REMOVE C2 FOR DRAINAGE, 66"-78" C2 SILT LOAM 2.5Y6/4 (UNSUITABLE, REMOVE)
66-78" C2 SANDY LOAM 7.SYR6/6 (FIRM, UNSUITABLE) 48-68' C2 MED SAND 2.SY7/3 84"-132" C3 M/C SAND 2.5Y7/6 OK FOR SAS) 78'-138" C3 M/C SAND 2.5Y7/6 -
78-144'C3 M/C SAND 1GYR5/6 68-168'C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10' NO GROUNDWATER FOUND NO GROUNDWATER FOUND
/8• GROUNDWATER FOUND AT 10.8' GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE
UNSUITABLE; REMOVE EL. 37.7 0' EL 36.7 0"
EL. 37.1 0' EL. 37.7 0' 0 2' 0 2"
A2" A 3" A 4. A 4"
��`Q,yb'F#�YS7f;1=y,�� 5• 8" 6 B
9 ZONE E 8 ZONE E EL 34.7 36" EL 33.7 36"
MANUF. LaBARON, BROCKTON, MA AIW247 4/99 23.9 -ZONE D-5.3 EL 35.25 30" AIW247 4/99 23.9 -ZONE D-5.3
MODEL, LT 105 EL. 33.97 38" AIW230 4/99 23.5 ZONE E-4.5 AIW230 4/99 23.5 ZONE E-4.5 Cl Cl
WEIGHT: 430 LBS USE 5.3' ADJ. ClUSE 5.3' ADJ. EL. 32.7 60"
TYPICAL ACCESS COVERL 33.75 46" EL. 29.7 66"
ClCi C2 C2
C2 BOTTOM PERC AT 46' � 30 70 84" EL. 29.70 64'
BOTTOM PERC SCALE: 3/4" - 1'-0" 244 GAL POUREDTIN14:30 EL 32.08 66" 24 GAL POURED
EL 31.64 ADJ. WATER 6"AT 10:30 <2 MIN/IN
C2 <2 MIN/IN EL 31.05 - ADJ. WATER
EL 30.64 78' C3 C3
32" 5.3'C3 5.3'C3
24"
440 GAL RESERVE
3• w ALARM oN CHECK VALVE TYP. 440'± TO SEPTIC TANK
PUMP ON NO WEEP HOLE MAINTAIN FROST
z, PUMP OFF
PROTECTION (4')
LOW ALARM FLOAT SWITCH 4" WORKING RANGE
1 UP
SETTINGS: SET AS SHOWN
6" GRAVEL & MECH. \
COMPACTION (NP.)
DUAL MYERS SRM4 i(o HP PUMPS
PUMP CHAMBER MOUNT ON MYERS CHAIN PULL STAINLESS
STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS)
1000 GAL H-20
PUMP CHAMBER
4' LIQ. LEVEL
ACME OR EQUAL
(TYP,)
i�■m�i
w
I
era" r•1
4500 GAL 2400 CAL
��
r
*
MORTAR ALL COMPONENTS
CLEAN COMPACTED
o
SANDITT
440 GAL RESERVE
3• w ALARM oN CHECK VALVE TYP. 440'± TO SEPTIC TANK
PUMP ON NO WEEP HOLE MAINTAIN FROST
z, PUMP OFF
PROTECTION (4')
LOW ALARM FLOAT SWITCH 4" WORKING RANGE
1 UP
SETTINGS: SET AS SHOWN
6" GRAVEL & MECH. \
COMPACTION (NP.)
DUAL MYERS SRM4 i(o HP PUMPS
PUMP CHAMBER MOUNT ON MYERS CHAIN PULL STAINLESS
STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS)
1000 GAL H-20
PUMP CHAMBER
4' LIQ. LEVEL
ACME OR EQUAL
(TYP,)
i�■m�i
w
I
era" r•1
4500 GAL 2400 CAL
��
r
*
MORTAR ALL COMPONENTS
CLEAN COMPACTED
o
SANDITT
...................
.....
10'X17' ACME LOW PROFILE OR EQUAL
DEPTH OF FLOW = 61 -
TEE SIZES:
INLET DEPTH >= 10" q
OUTLET DEPTH - 29",
8" H-20 F&C
(TYP,)
i�■m�i
w
I
era" r•1
4500 GAL 2400 CAL
��
r
*
10'X17' ACME LOW PROFILE OR EQUAL
DEPTH OF FLOW = 61 -
TEE SIZES:
INLET DEPTH >= 10" q
OUTLET DEPTH - 29",
8" H-20 F&C
(TYP,)
w
I
ADJUSTNG BLOCKS/1-1-20 RISER
*
MORTAR ALL COMPONENTS
CLEAN COMPACTED
o
SANDITT
...................
.....
oo000
oo°oau000 4" MIN. PEASTONE
6"OSCH-40 PVCI AT 2% MIN.onovo°000
( Qoo°aooaa AND MIRAFI 140NS
FROM ROOF DR(JNS a °oB",
5 -0
X 6 0
FABRIC OVER STONE
oa°a a a
000.g...a
H-20
"
000 oo°oo°o
} L -. - - _ po°°oo°°o
000°o°000
800 GAL
o°o°o°°Oa
/ 0 0°0°o
a
LEACHPIT
000°apo°
aoaoaaa
NOTE: IF INVERT OF DRYWELL IS ABOVE °°°°
SHOREY OR EQUAL
o
aaaaaa°aa
ELEVATION OF NATURAL Cl HORIZON ON oaoa
SOIL LOGS, THE B LAYER MUST BE
REMOVED 5' LATERALLY ALL AROUND aoao°aoaa
aoa000°o°
BASIN TO DEPTH OF Cl HORIZON AND e�soa°a°e°
L°+°$000
REPLACED WITH CLEAN COARSE
COMPACTED SAND. \\\
REMOVE ANY OTHER UNSUITABLE MATERIAL \
3/4" - 1 1/2"
ENCOUNTERED FOR 5' AROUND AND UNDER \
DOUBLE WASHED STONE
LEACHING STRUCTURES.
4' MIN. AROUND PIT
& 6" UNDER PIT
ROOF
DRAIN
SECTION
NOT TO SCALE
9L
CONC. U
BASE TO `----
MANUF. SPEC
REMMANY/TOP&SUBSOIL (A & B HORIZONS)
FROM ENEATH RETENTION BASIN BELOW CONTOUR 35
AND I REPLACE WITH CLEAN SAND. COVER WITH
4" LOAM AND HYDROSEED BASIN AREA
FABRIC OVER
OVERLAP 12"
4" PEASTONE OVE
EL 26.34 _ OBSV. WATER AT 10.8 EL 25.75 _ OBSV. WATER AT 12.0 EL. 26.7 132" EL. 25.2 1 1138"
EL 25.14 144' EL 23.75 168"
TH5 TH7 TH8
24" SOIL EVALUATOR: DAN OJALA P.L.S., SE SOIL EVALUATOR: DAN OJALA P.LS., SE SOIL EVALUATOR: DAN OJALA P.L.S., SE
DOWN CAPE ENGINEERING TH6 ((AUGER HOLE) DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
EXCV. STEVE VAUGHN(BORTOLOTTI) SOIL PJALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN(BORTOLOTTI)
7 DATE: 7-2-99 2 PM DOWN CAPE ENGINEERING DATE: 7-2-99 2 PM DATE: 7-2-99 2 PM
0-2" 0 ORGANIC 10YR2/1 DATE: 4-27-99 2 PM 0-3" 0/A LOAMY SAND 10YR3/2 0-2" 0/A LOAMY SAND IOYR4/2
m 2-4" A LOAMY SAND 10YR5/2 3-5" E LOAMY SAND 10YR7/2 2-4" E LOAMY SAND IOYR6/1
4-36" B LOAMY SAND 2.5Y7/6 0-1" 0 ORGANIC 10YR2/1 5-34" B LOAMY SAND 10Y7 8 4-36" B LOAMY SAND 10YR6/6 VARIGATED COLORS AT 84"
3" 36-66" Cl M/F SAND 2.5Y6/4 (TRACE SILT) 1-3" A LOAMY SAND 10YR3 2 34-132" Cl MED SAND 2.5Y7/4 36-132" Cl M/C SAND 2.5Y7/6
66'-72' C2 SILT LOAM 2.5Y7/4 (UNSUITABLE, REMOVE) 3-36' B LOAMY SAND 10YR6 8 10% GRAVEL GROUNDWATER AT 10.5' GROUNDWATER AT 10.6'
72"-138" C3 M/C SAND 2.5Y6/4 36-126" Cl M/C SAND 2.5Y7/6 10% GRAVEL
NO GROUNDWATER FOUND
EL 36.9 0 0'
EL 38.0 0 0" A 1" EL 35.44 0/ A 0" EL 36.20 0 A 0"
2' 3" 3' / 2-
A ZONE E E E
FRAM E AN D G RATE B 4 EL. 33.9 B 36"W247 499 23.9 -ZONE D-5.3
AIW230 4/99 23.5 ZONE E-4.5 B ZONE E B 4 ZONE E
EL. 35.0 36" USE 5.3' ADJ. EL 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0 EL 33.20 36" AIW247 6/99 24.3 -ZONE D-6.0
SCALE: 3/4" - 1'-O" Cl AIW230 6/99 23.9 ZONE E-5.1 AIW230 6/99 23.9 ZONE E-5.1
MINIMUM WEIGHT: 388. LBS. Cl
USE 6.0' ADJ. USE 6.0' ADJ.
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ELECTRIC PERMIT REQUIRED
3000 GAL PUMP CHAMBER
7'Y17' AC1AF mw PRnFII F nR 7011Al
EL. 32.5 66'
EL 32.0 C2 72" EL 31.8 _ ADJ. WATER Cl BOTTOM PERC AT 78" Cl
24 GAL IN 8:30
5.3' EL. 30.94 - ADJ. WATER <2 MIN/IN EL 31,60 _ ADJ. WATER
C3 I i 6.0' 6.0'
EL 26.5 _ OBSV. WATER AT 10.4'
EL 26.4 126" EL. 24.94 - 126' EL. 25.60
EL 26.5 138"'. EL. 23.55 132' EL. 25.20
INSECT
SCREEN
SEE PAVEMENT CROSS SECTION
L SOLID 12" OH -20
INVERTS CPP: SLOPE AS NOTED
PER PLANm Y COMPACT BACKFILL
G AROUND PIPE
1000 GALLON PRECAST
H-20 MANHOLE
'0X6'-8" S14OREY SOLO -
BASIN H-20 OR EQUAL
127"
132"
NOTE: ADDITIONAL TEST HOLES TO BE PERFORMED
RESULTS WILL BE ADDED TO PLANS WITH ADDENDUM.
12" X 3" 1"
CCBERM f
MASS DPW
TYPE 11
\ 12" PROCESSED GRAVEL
MDPW M1.03.1 MD. ROLLER COMPACTED
REMOVE TOP & SUBSOIL COMPACT SUBBASE
SS SECTION
T CRO
NOT TO SCALE
REMOVE TO THE BOTTOM OF THE B LAYER AND
ANY UNSUITABLE SOIL AS SHOWN
ON TEST HOLE LOGS. THE DEPTH OF FILL AND
UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT REMOVAL.
i vn� in ni v l l vt-t. DETAIL SHEET ACCOMPANYING
R
CROSS SECTION
SCALE: N.T.S. SITE PLAN
DRAINAGE SYSTEM DETAIL OF LAND IN WEST YARMOUTH, MA
SCALE: N.T.S.
N 8" H-20 F&G EL'S LISTED CAPE LIGHT COMMONS
DRILL (2) 1.0 OFFICE PARK AND STORAGE CENTER
HOLES ADJ. BLOCKS AS REQ.
PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS TOP OF STRUCTURE
CORRUGATED HDPE PIPE (TYP.)
ADS N-12 OR EQUALSCALE AS NOTED DATE: 7-19-99
;,�y --•= �-•=< -,- REVISED: 3-01-01
.75"-1.5" DOUBLE 2.0 (TVP.) REVISED: 4-27-01
1.5' 0 WASHED STONE o
0 0 0 0 0 3 C.B. TRAP
ALL UNSUITABLE MATERIALS TO BE REMOVED a6 .1-0 0), �7 12"0 HDPE PIPE �V`H OF PREPARED Fi'QR.;
q• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH .00.-- _�- ELBOW p'Z� BORNSTEIN COMPANIES
AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT. SEH- �, off 508-362-4541
UNSUITABLE SUBSOIL AVERAGED 3' DEPTH. 0JAIJA 297 NORTH STREET fax 508 362-9880
ClIn TRENCH CROSS SECTION SLOTTED H-20 1000 GALLONSE PRECAST gam ti HYANNIS, MA
12'0 HDPE H-20 CATCH BASIN
down cape engineering, Inc.
NTS LEVEL BETWEEN BASINS ARN DATE
INVERTS LISTED ON PUN '0X6'-8" SHOREY SOLID CI
if BASIN H-20 OR EQUAL
CIVIL ENGINEERS
SECTIONAL PLATE
DRAINAGE CROSS SECTIONLAND SURVEYORS
NOT To SCALE SHEET 3 OF 3 939 main st, yarmouthport, ma 02675
r
FRAM E AN D G RATE B 4 EL. 33.9 B 36"W247 499 23.9 -ZONE D-5.3
AIW230 4/99 23.5 ZONE E-4.5 B ZONE E B 4 ZONE E
EL. 35.0 36" USE 5.3' ADJ. EL 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0 EL 33.20 36" AIW247 6/99 24.3 -ZONE D-6.0
SCALE: 3/4" - 1'-O" Cl AIW230 6/99 23.9 ZONE E-5.1 AIW230 6/99 23.9 ZONE E-5.1
MINIMUM WEIGHT: 388. LBS. Cl
USE 6.0' ADJ. USE 6.0' ADJ.
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ELECTRIC PERMIT REQUIRED
3000 GAL PUMP CHAMBER
7'Y17' AC1AF mw PRnFII F nR 7011Al
EL. 32.5 66'
EL 32.0 C2 72" EL 31.8 _ ADJ. WATER Cl BOTTOM PERC AT 78" Cl
24 GAL IN 8:30
5.3' EL. 30.94 - ADJ. WATER <2 MIN/IN EL 31,60 _ ADJ. WATER
C3 I i 6.0' 6.0'
EL 26.5 _ OBSV. WATER AT 10.4'
EL 26.4 126" EL. 24.94 - 126' EL. 25.60
EL 26.5 138"'. EL. 23.55 132' EL. 25.20
INSECT
SCREEN
SEE PAVEMENT CROSS SECTION
L SOLID 12" OH -20
INVERTS CPP: SLOPE AS NOTED
PER PLANm Y COMPACT BACKFILL
G AROUND PIPE
1000 GALLON PRECAST
H-20 MANHOLE
'0X6'-8" S14OREY SOLO -
BASIN H-20 OR EQUAL
127"
132"
NOTE: ADDITIONAL TEST HOLES TO BE PERFORMED
RESULTS WILL BE ADDED TO PLANS WITH ADDENDUM.
12" X 3" 1"
CCBERM f
MASS DPW
TYPE 11
\ 12" PROCESSED GRAVEL
MDPW M1.03.1 MD. ROLLER COMPACTED
REMOVE TOP & SUBSOIL COMPACT SUBBASE
SS SECTION
T CRO
NOT TO SCALE
REMOVE TO THE BOTTOM OF THE B LAYER AND
ANY UNSUITABLE SOIL AS SHOWN
ON TEST HOLE LOGS. THE DEPTH OF FILL AND
UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT REMOVAL.
i vn� in ni v l l vt-t. DETAIL SHEET ACCOMPANYING
R
CROSS SECTION
SCALE: N.T.S. SITE PLAN
DRAINAGE SYSTEM DETAIL OF LAND IN WEST YARMOUTH, MA
SCALE: N.T.S.
N 8" H-20 F&G EL'S LISTED CAPE LIGHT COMMONS
DRILL (2) 1.0 OFFICE PARK AND STORAGE CENTER
HOLES ADJ. BLOCKS AS REQ.
PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS TOP OF STRUCTURE
CORRUGATED HDPE PIPE (TYP.)
ADS N-12 OR EQUALSCALE AS NOTED DATE: 7-19-99
;,�y --•= �-•=< -,- REVISED: 3-01-01
.75"-1.5" DOUBLE 2.0 (TVP.) REVISED: 4-27-01
1.5' 0 WASHED STONE o
0 0 0 0 0 3 C.B. TRAP
ALL UNSUITABLE MATERIALS TO BE REMOVED a6 .1-0 0), �7 12"0 HDPE PIPE �V`H OF PREPARED Fi'QR.;
q• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH .00.-- _�- ELBOW p'Z� BORNSTEIN COMPANIES
AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT. SEH- �, off 508-362-4541
UNSUITABLE SUBSOIL AVERAGED 3' DEPTH. 0JAIJA 297 NORTH STREET fax 508 362-9880
ClIn TRENCH CROSS SECTION SLOTTED H-20 1000 GALLONSE PRECAST gam ti HYANNIS, MA
12'0 HDPE H-20 CATCH BASIN
down cape engineering, Inc.
NTS LEVEL BETWEEN BASINS ARN DATE
INVERTS LISTED ON PUN '0X6'-8" SHOREY SOLID CI
if BASIN H-20 OR EQUAL
CIVIL ENGINEERS
SECTIONAL PLATE
DRAINAGE CROSS SECTIONLAND SURVEYORS
NOT To SCALE SHEET 3 OF 3 939 main st, yarmouthport, ma 02675
r
r