HomeMy WebLinkAboutMemorandum & Plans Subdivision Plan 2427B24278 — Definitive Subdivision
The Realty Advisor Inc.ISandyside Corp
2 Un -numbered lots off Summer Street
Map 93, Parcels 2 8 23
Hearing: �" �� $
64
CB2 -
STA: 0+36.80
OFFSET: 11.00 L
RIM 73.3
INV. IN 68.78
INV. OUT 68.68
14'-12" ADS N-12
DMH1
STA: 0+34.32
OFFSET: 25.22 L
RIM 73.9
INV. IN 68.54
INV. OUT 68.44
ri I iv rr�
c)A VEMENT W "'
INSTAU
FENCE AT QCI
BAS!
FIRE LINF
JDCE #17-043
CONSTRUCTION
APRON
r`L
i
PLAN VIEW
Scale: 1 "= 40'
0 20 40 60 80 100 FEET
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD PhcT
8' MAX. C.C.
MIRIFI SILT FENCE OR E
WD. POST
PLAN VIEW
3 1'0 COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING
CERTAIN
FABRIC LDS
AROUND LEAST ONE TURN
\ NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW-THROUGH OF BUILT-UP
EXCAVATED TRENCH SEDIMENT AT JOINT.
COMPACTED BACKFILL
1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2 UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
FENCE UNE
SILT FENCE INSTALLATION
NOT TO SCALE
1" REBAR FOR BAG T
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
OVERFLOW
SILTSACK—�__A
DUMP ILOOPS
(REBAR NOT INCLUDED)
FOAM
E)
RE
EROSION CONTROL AND SITE RESTORATION
1. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE
PREPARATION WORK HAS BEGUN.
2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A
REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED.
3. ROAD SHOULDER AREAS WILL GRADED, COMPACTED, AND SHALL BE ESTABLISHED BY
APPLYING AT LEAST FOUR INCHES OF SUITABLE TOPSOIL AND HYDROSEEDING, EROSION CONTROL NETTING,
ADDITIONAL HYDROSEED OVER STAPLED NETTING AS REQUIRED. ONLY ORGANIC FERTILIZERS WILL
BE USED FOR LAWN ESTABLISHMENT AND MAINTENANCE OF ROADWAY SHOULDERS. CONSERVATION PLANTINGS
MAY BE SPECIFIED ADJACENT WETLAND AREAS, VERIFY WITH ORDER OF CONDITIONS FOR LATEST PLANTING PLANS.
4. THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD WITH WITH AT LEAST 4
INCHES OF ORGANIC LOAM, SEEDED WITH TEMPORARY GRASS COVER, MULCHED AND ALLOWED TO REVERT TO
NATURAL GROWTH.
5. WHERE SLOPES EXCEED 10%, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TO
PREVENT EROSION: NORTH AMERICAN GREEN S150 DOUBLE NET EROSION CONTROL BLANKET INSTALLED PER GUIDANCE.
6. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND
CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION.
PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY
PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE
SITE IS ACHIEVED.
INSTALLATION DETAIL
v a.
4 NOTES:
n 1. THIS TEMPORARY PROTECTION FOR CATCH BASIN INLETS
(EXISTING AND PROPOSED) SHALL BE MAINTAINED BY
CONTRACTOR UNTIL COMPLETION OF WORK.
2. TEMPORARY PROTECTION SHALL BE REMOVED AT THE END OF
THE WORK.
3. TEMPORARY PROTECTION SHALL BE SIZED TO FIT THE OPENINGS
OF CATCH BASINS.
CATCH BASIN INLET PROTECTION DETAIL
NOT TO SCALE
1 Z ULtt' AI'KUN Ur
1" TO 1 -1/2 -
WASHED STONE
GEOTEXTILE FABRIC
UNDER STONE
CONSTRUCTION APRON DETAIL
NOT TO SCALE
EROSION AND SEDIMENT CONTROL PLAN
TO ACCOMPANY
SUBDIVISION PLAN OF LAND
OF
OFF SUMMER STREET
YARMOUTH PORT, MA
PREPARED
THE REALTY ADVISORY, INC.
DATE: AUGUST 13, 20118
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, i7c.
Ci vi/ engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
4" LOAM AND HYDRO -SEED ALL DISTURBED AREAS
I 40' RIGHT OF WAY
r 24' 4'
4' SHOULDER 3:1 MAX
3:1 MAX. CUT SHOULDER 1.0' 11. 11, 1.0'
0'-6"
i�
M 12"BERM 12" BERM
1/4"/FT. SLOPE
iA
3.1 MAX FILL F 1.5" TOP, 2.5" BINDER N ELEC., TEL, CAN. CO DU
BIT. CONC. PAVEMENT
;n COMPACTED SUB GRADE
MASS TYPE I 12" BASE MATERIAL
L-------------------- --- --------I
25' WIDE, REPROCC. (T -BASE) GRAVEL
2.5' NON FROST SUSCEPTIBLE MINERAL AGGREGATE 4.
WATER MAIN <10% PASSING #200 SIEVE
CROWN 5.5' MIN.
BELOW FINISHED GRADE TYPICAL ROADWAY CROSS SECTION
OVER PIPE
3 1 /4" -
4 1 4"�.._. 3/4" --i r- 24"
■
PIPE
O.D. ° o o°O
\\
CAREFULLY COMPACTED
8"MAX
■INIM,����■
MIN I I 11MIN
SELECTED MATERIAL OR
9"MIN\`
GRAVEL BORROW
EXCAVATION- EARTH OR ROCK
ALL ROCK EXCAVATION AND STONES
LARGER THAN 6" SHALL BE
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
t 1 /2"
4 1 /2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
(2) 1" DIA. VENT H(
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
1„ = 1,_ O»
GENERAL NOTES:
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 REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
3. VERTICAL DATUM IS NAVD88 FROM MTS RTK GPS NETWORK. (ADD 0.9' FOR NGVD29)
4. 4" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS.
5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS, LOCATIONS SUBJECT TO CHANGE
6. INSPECTIONS REQUIRED PER YARMOUTH SUBDIVISION REGULATIONS. 5 DAYS PRIOR NOTICE REQUIRED.
7. SEE SEPARATE STORMWATER OPERATIONS AND MAINTENANCE PLAN, WITH CONSTRUCTION PERIOD
EROSION CONTROL PLAN, APRON, SILT SACKS, AND MAINTENANCE REQUIRED DURING CONSTRUCTION.
WATER NOTES:
1. WATER INSTALLATION TO BE PERFORMED BY A CONTRACTOR APPROVED BY THE TOWN OF YARMOUTH
WATER DEPARTMENT (PH.1-508-771-7921). CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED AND SHALL
PAY FOR ANY POLICE DETAILS REQUIRED. NOTIFY DEPARTMENT 5 BUSINESS DAYS PRIOR FOR INSPECTIONS.
2. ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF
THE YARMOUTH WATER DEPT. AS AMENDED TO PRESENT. DEPARTMENT HAS AUTHORITY TO AMEND PLANS.
3. WATER MAIN TAP WILL REQUIRE A ROAD OPENING PERMIT FROM THE TOWN OF YARMOUTH DPW.
4. ALL INSTALLATIONS SHALL CONFORM TO AWWA STANDARD C600.87 FOR THE INSTALLATION, HYDROSTATIC
TESTING, FLUSHING, DISINFECTION AND INSPECTION OF WATER MAINS AND APPURTENANCES.
5. WATER MAIN AND ANY FIRE SERVICE LINES SHALL BE CEMENT LINED DUCTILE IRON PIPE CLASS 52 MIN.
1" DOMESTIC SERVICES TO BE 200 PSI CTS PLASTIC LINE TO DEPARTMENT SPECIFICATIONS.
6. GATE VALVE SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO
INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT
TO ALL APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI
TEST PRESSURE AND SHALL OPEN LEFT. HYDRANT(S) TO DEPT. SPECIFICATIONS.
7. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF
THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES
AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE
VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS WHILE THE VALVE IS
UNDER PRESSURE IN THE FULLY OPEN POSITION.
8. VALVE BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL
VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER
WITH CAST IRON COVERS. SEE DISTRICT REGULATIONS.
9. CONCRETE THRUST BLOCKS AS SHOWN, CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS SAND AND
4 PARTS COARSE AGGREGATE. CONCRETE CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF
2000 PSI MINIMUM, MAXIMUM AGGREGATE SIZE OF 1-1/2-. THRUST BLOCKS SIZED PER SPECIFICATIONS.
ALTERNATELY PRECAST THRUST BLOCKS TO DEPARTMENT SPECIFICATIONS MAY BE .UTILIZED.
10. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED
TRENCH WALLS, AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. WHERE
UNSUITABLE BEARING MATERIAL IS ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST
TO OFFSET THE ANTICIPATED THRUSTS.
DCE #>7-043
2'-10" -
26"
/8"
TYPICAL ACCESS COVER
NEAT SAW CUT/ JOINT SEALER
NEW PAVEMENT
EXISTING PAVEMENT 2.5" BINDER, 1.5" TOP
MDPW TYPE 11 BIT. ASPHALT
P PA Q
GRAVEL BASE COURSE �a op ob d°Qo.wy
12" REPROCESSED ASPHALT GRAVEL O: •.Q9..Q4::Q
COMPACTED
APPROVED
BACKFILL
COMPACT IN 12" LIFTS
TO 95% MOD. PROCTOR
DENSITY WITH VIB. COMPACTOR
12"
4"LOAM AND SEED
DISTURBED AREAS
°o o
PIPE
O.D. ° o o°O
\\
CAREFULLY COMPACTED
8"MAX
12"MIN. ��
SELECTED MATERIAL OR
9"MIN\`
GRAVEL BORROW
EXCAVATION- EARTH OR ROCK
ALL ROCK EXCAVATION AND STONES
LARGER THAN 6" SHALL BE
DISPOSED OF AND REPLACED WITH
Va..
�\
APPROVED EXCAVATED MATERIAL
OR GRAVEL BORROW.
°o o
PIPE
O.D. ° o o°O
\\
CAREFULLY COMPACTED
8"MAX
12"MIN. ��
SELECTED MATERIAL OR
9"MIN\`
GRAVEL BORROW
Va..
1/2 O.D.
° ��
CRUSHED STONE BEDDING REQ.
3/4" STONE REQUIRED
UTILITY LINE°off ogq' \\� „
° op Doo ao'°o ap aO90°_ 6 MIN.
UNDISTURBED
UNDISTURBED FIRM MATERIAL ROCK SURFACE
REPLACE ANY
BELOW GRADE EXCAVATION
OF UNSUITABLE MATERIAL
WITH CAREFULLY COMPACTED
SELECTED MATERIAL
IN 12" LIFTS, MAX.
EARTH TRENCH * !.I ROCK TRENCH
STANDARD DETAIL
TRENCH DETAIL
NOT TO SCALE
CAPE COD BERM
12"X3" INTERGRAL WITH TOP COAT 1.5" TOPCOAT MASS DPW
4" LOAM & SEED SHOULDERS TYPE II
2.5" BINDER
0O G O�COQ
pOOO,O,OOO°OODOOO pOOOOOOOOO
EXTEND GRAVEL 6" MIN. COMPACT SUBGRADE 12* REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE MDPW M1.11.0 SPEC. VIB. ROLLER COMPACTED
2.5' NON FROST SUSCEPTIBLE MINERAL AGGREGATE
<10% PASSING #200 SIEVE BELOW GRAVEL
PAVEMENT CROSS SECTION
NOTE: TEMPORARY STORMWATER RETENTION
AREA OVER PROPOSED DRAINAGE, REMOVE
CONSTRUCTION SILT AND PERFORM 5' PROPOSED ACCESS COVER COMPACT BACKFILL IN 6"
HORIZONTAL REMOVE AND REPLACE WITH SEE DETAIL LIFTS (TYP. ALL DRAINAGE)
CLEAN SAND PRIOR TO LEACHPIT
INSTALLATION. MORTAR ALL COMPONENTS
(TYP') MIRAFI 140N FABRIC OVER H-20
INVERT ELEVATION H-20 SOLID H-20 WASHED STONE PRECAST
AS LISTED ON SITE PLAN PRECAST 12"0 HDPE RISERS
RISER _
PROPOSED ACCESS COVER
SEE DETAIL
SOLID H-20 _\ (2) 1- DIA. VENT
12"0 HDPE HOLES TYP. \
PROPOSED
H-20
REMOVE PROPOSED ' `. ^ DRAINAGE
SOIL H-20 '. , { MANHOLE
FOR 1000 GALLON
5' MIN. LEACHPIT 4' I.D. DEEP SUMP
AROUND H-20 CATCH BASIN
STONE 6'0X6'-8" SHOREY 6'-8" X 5' DIA.
REPLACE W/ LPI00OH-20 OR EQUAL ACLIE/SHOREY OR EQ.
CLEAN SAND :.
''6" WASHED STONE UNDERNEA H
:STRUCTURE
3/4" - 1 1/2" 4' MIN AROUND PIT
WASHED STONE (TYP.)
DRAINAGE CROSS SECTIO
NOTE NUMBER AND ALIGNMENT OF PITS
AND BASINS VARIES, SEE SITE PLAN.
It
4"X4" OAK CURB STOP MARKER
PAINT BLUE.
CARE SHALL BE TAKEN NOT TO DAMAGE
WATER SERVICE DURING HOME CONSTRUCTION.
2' IT IS SUGGESTED TO BURY THE COVER 6",
THEN TELESCOPE TO SURFACE ONCE LANDSCAPING
IS COMPLETE. SET OAK MARKER 6" CLEAR MIN.
STAINLESS STEEL '
WIDE BAND STRAP ON SERVICE SADDLE I TELESCOPING CAST IRON
CORPORATION COCK MUELLER OR EQ. SERVICE BOX AND COVER
(110 COMPRESSION) BUFFALO 94E OR EQUAL ?
MAINS WET TAP UNDER FULL PRESSURE ONLY. COMPACTED FILL
-III= TRACING WIRE -112 THHM, SOLID COPPER
BLUE IN COLOR
-I I I- , CURB STOP
I i lI II-�
1" MUELLER OR EQ.
8"WATER - -- -- ---TURN LEFT--
MAIN
EFT- MAIN TO OPEN --_._..__, -- •-- .� . �- _
SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER.
18" MIN. VERT. SEPARATION REQ. AT CROSSING, SEE GENERAL NOTES
DOMESTIC SERVICES TO BE 1" 200 PSI CTS PLASTIC LINE TO DISTRICT SPECIFICATIONS SLEEVED WHERE REQ.
CONTRACTOR TO PROVIDE A WATER SERVICE TO EVERY LOT IN SUBDIVISION:
DOMESTIC SERVICES ON SAME SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 8' OF PLASTIC, OR AS
NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER
DOMESTIC SERVICES ON OPPOSITE SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 33' OF PLASTIC, OR AS
NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER.
TRACING WIRE SHALL BE INSTALLED AND SPACED 12 INCHES ABOVE AND DIRECTLY ON TOP OF THE PLASTIC TUBING. CARE SHALL BE TAKEN SO
THAT THE WIRE DOES NOT COME IN CONTACT WITH THE PLASTIC TUBING. WIRE SHALL BE STRIPPED AND WRAPPED AROUND THE C.C. THREADS OF
THE CORPORATION AT THE WATER MAIN WITH ONE ADDITIONAL FOOT OF WIRE LOOSELY TIED TO THE CURB STOP.
WATER SERVICE SECTION
NOT TO SCALE
ROTATE HYDRANT HYDRANT TO BE ADJUSTED
TO GRADE AS REQUIRED,
ROTATE AS NECESSARY
Q�
FFINISH GRADE
UNDISTURBED BUFFALO OR EQUAL
SIDE OF TRENCH Z
6" GATE VALVE
KSTAINLESS
VALVE ANCHORING TEE MUELLER ONLY in
8"X6" TURN LEFT
TO OPEN o CONCRETE BACKING
NE III • I AGAINST UNDISTURBED
• MATERIAL
IIIII ' •'•'
IIIIII • ALL FITTINGS MECHANICAL
-I I 8"WATER JOINT
Ii �IIIII, MAIN 6"0 TO HYDRANT FLAT STONE
CONCRETE THRUST BLOCK OR CONCRETE
18" X 18" MIN.
OR UTILIZE EQUIVALENT PROVIDE 4 CU. FT. OF SCREENED STONE
PRECAST THRUST BLOCKS (3/4"-1.5") BACKFILL TO AT LEAST 6"
APPROVED BY DISTRICT ABOVE DRAIN HOLES
TYPICAL HYDRANT CONNECTION
NOT TO SCALE
MUELLER SUPER .CENTURION 250 OR APPROVED DEPT. EQUAL.
TYPICAL HYDRANT
NOT TO SCALE
2'X 2' GRATE
PROPOSED H-20 F&G
SEE DETAIL
3' C.B. TRAP
12"0 ELL13OW IPE
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
6'-8' X 6' DIA.
CME/SHOREY OR EQ.
SOLID H-20 INVERT ELEVATION
�12"0 HDPE
AS LISTED ON SITE PLAN
3' C.B. TRAP
12"0 EDBOW IPE
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
6'-8" X 6' DIA.
ACME/SHOREY OR EQ.
SOLID PLATE ON 6' COMPACTED GRAVEL TYP.
kv, Awl 101[
OFF SUMMER STREET
YARMOUTH PORT, MA
PREPARED FOR
THE REALTY ADVISORY, INC.
DATE: MAY 24, 2018
REVISED: AUGUST 13, 2018 (TOWN COMMENTS)
a�-NHOFAMgsSgG' off 508-362-4541
fax 508-362-9880
DANIEL ycN , downcope.com
A • • •
OJAI down cape engineering, enc.
r- ; 40980
-' civil engineers
land surveyors
p
SURv
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E., P. .S.
SHEET 3 OF 3
• e�
PLAN VIEW
Scale:1 "= 40'
0 20 40 60 80 100 FEET
I DCE #17-043
WITNESS: NICHOLAS AGUTAR
DHl
12"
36"
m
120"
A
LS
1OYR 2/2
B
LS
1OYR 5/6
C1
FSL
1OYR 6/4
C2
M/FS
1OYR 7/4
0"
9'
36"
Em
132"
A
LS
1OYR 2/1
B
LS
1OYR 5/4
C1
FSL
1OYR 6/6
C2
M/FS
1OYR 7/4
NO GROUNDWATER ENCOUNTERED
85
4
DATUM ELEV
60.00
O
t\
42"
54"
PERC
132"
A
LS
1OYR 2/1
B
LS
1OYR 5/4
C1
FSL
1OYR 6/6
C2
MS
IOYR 7/4
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONNE
DATE: 1/11/18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
0" 0°' 4
A A
LS LS
6" 1OYR 3/2 9 1OYR 3/2
B B
LS LS
1OYR 6/6 18„ 1OYR 6/6
C1 C1
FSL FSL
1OYR 5/3 1OYR 5/3
36
C2 C2
MPERC S FS
1OYR 7/4 1OYR 7/4
POCKETS
132"
OF SILT
24"
84"
132"
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
HIGH POINT ELEV = 76.35
HIGH POINT STA = 1+64.75
PVI STA = 1+64.90
PVI ELEV = 77.10
A. D. _ -6.01
K = 16.63
I 100.0' VC I
7°
DMH1
STA:
0+34.32
OFFSET:
25.22 L
RIM 73.9
LP1 +
2 _
STA:
0+30
OFFSET: 37 + 551 7C
INV IN
68.33
INV.
IN 68.54
INV. OUT 68.44
65
DATUM ELEV
60.00
O
t\
42"
54"
PERC
132"
A
LS
1OYR 2/1
B
LS
1OYR 5/4
C1
FSL
1OYR 6/6
C2
MS
IOYR 7/4
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONNE
DATE: 1/11/18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
0" 0°' 4
A A
LS LS
6" 1OYR 3/2 9 1OYR 3/2
B B
LS LS
1OYR 6/6 18„ 1OYR 6/6
C1 C1
FSL FSL
1OYR 5/3 1OYR 5/3
36
C2 C2
MPERC S FS
1OYR 7/4 1OYR 7/4
POCKETS
132"
OF SILT
24"
84"
132"
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
HIGH POINT ELEV = 76.35
HIGH POINT STA = 1+64.75
PVI STA = 1+64.90
PVI ELEV = 77.10
A. D. _ -6.01
K = 16.63
I 100.0' VC I
0+00 1+00 2+00
PROFILE VIEW -PROPOSED ROADWAY
HORIZ. SCALE: 1" = 40' VERT. SCALE: 1" = 4'
Scale:1 "= 40'
0 20
40 60 80 100 FEET
85
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONNE
DATE: 8/23/2018
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
6"
26"
na
A
LS
1OYR 3/2
B
LS
1OYR 4/6
C1
FSL
1OYR 6/3
C2
MS
IOYR 7/4
150" 120"
NO GROUNDWATER ENCOUNTERED
A
LS
6' 1OYR 4/4
30"
PERC
60 NOTE:
1. DEPT. OF PUBLIC WORKS AND WATER DEPARTMENT MUST BE NOTIFIED A
MINIMUM OF FIVE (5) BUSINESS DAYS PRIOR TO START OF CONSTRUCTION.
2. UPON COMPLETION OF CONSTRUCTION, THE SUBDIVIDER SHALL PREPARE
AND SUBMIT AS -BUILT PLANS TO THE TOWN FOR APPROVAL AND SHALL
INCLUDE ALL THE INFORMATION OUTLINED IN THE YARMOUTH RULES &
75 REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
im
55
TO ACCOMPANY
' OF
LAND
OF
Nr„ �'{{I '1111 P 4�) 'I�lVa Ii V1 Illlli,
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Willi
IOWN
�
DATE: MAY 24, 2018
REVISED: AUGUST 13, 2018 (TOWN COMMENTS)
PtAoFr�Ass9�1� REVISED: AUGUST 28, 2018 (ADD TH 5 AND 6)
J
DANIEL U�7
DANIELA A
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DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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HORIZ. SCALE: 1" = 40' VERT. SCALE: 1" = 4'
Scale:1 "= 40'
0 20
40 60 80 100 FEET
85
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONNE
DATE: 8/23/2018
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
6"
26"
na
A
LS
1OYR 3/2
B
LS
1OYR 4/6
C1
FSL
1OYR 6/3
C2
MS
IOYR 7/4
150" 120"
NO GROUNDWATER ENCOUNTERED
A
LS
6' 1OYR 4/4
30"
PERC
60 NOTE:
1. DEPT. OF PUBLIC WORKS AND WATER DEPARTMENT MUST BE NOTIFIED A
MINIMUM OF FIVE (5) BUSINESS DAYS PRIOR TO START OF CONSTRUCTION.
2. UPON COMPLETION OF CONSTRUCTION, THE SUBDIVIDER SHALL PREPARE
AND SUBMIT AS -BUILT PLANS TO THE TOWN FOR APPROVAL AND SHALL
INCLUDE ALL THE INFORMATION OUTLINED IN THE YARMOUTH RULES &
75 REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
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DATE: MAY 24, 2018
REVISED: AUGUST 13, 2018 (TOWN COMMENTS)
PtAoFr�Ass9�1� REVISED: AUGUST 28, 2018 (ADD TH 5 AND 6)
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DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
SHEET OF 3
24278 - Definitive Subdivision
The Realty Advisor Inc./Sandyside Corp
2 Un -numbered lots off Summer Street
Map 93, Parcelss 2 & 23 /�
Hearing: ells- /g e e -
MAP 103 PARCEL -/6 c
TOWN OF YhRMOUTH ,
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LOT 2
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BE SET BE
LINE/END
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5 J
I, PHILIP B. GAUDET, CLERK OF THE TOWN 136'47' 1 j
OF YARMOUTH, HEREBY CERTIFY THAT NOTICE �--1
OF APPROVAL OF THIS PLAN BY THE YARMOUTH JJ16 5' J
N RECEIVED AND
PLANNING BOARD HAS BEEN J
RECORDED AT THIS OFFICE AND NO NOTICE 20 116'J
OF APPEAL WAS RECEIVED DURING THE
1
TWENTY DAYS NEXT AFTER SUCH RECEIPT �J J
AND RECORDING OF SAID NOTICE. CB/DH
To BE sET 100' LOT 1 5 J N J i LOT 3
FROM CORNER
9� l 6" REVEAL 44,092± sq.ft.
I JJ JJ 1
q J W J J 45,003 sq.ft.
TOWN CLERK N
DATE . 1.03 acresJO
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DATED OF PRELIMINARY APPLICATION 12-27-17 J J 00
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DATE OF PRELIMINARY APPROVAL 1-18-18 ►N i J Z
CC). 00 J
;� 00
J J J JJ COMMON DRIVEWAY #� OO CB/DH
DATE OF APPLICATION - DEFINITIVE 5-24-18 M a J J EASEMENT (30' WIDE) TO BE SET 100
J t FROMCORNER
DATE OF APPROVAL - DEFINITIVE 8-15-18 v� M J 6" REVEAL
J J VEGETATION/BUFFER EASEMENTS
J J J (TO MAINTAIN 15' BUFFER
CB/DH 0 J J 1 J EITHER SIDE PAVEMENT)
.� MAP 104 PARCEL 2
TO BE SET 100 cry. J SHAPE CALCULATION
FROM CORNER J J LINE & COMMON TOWN OF YARMOUTH
6" REVEAL / J DRIVEWAY EASEMENT CONSERVA TION
• / DB 2383 PG 51
YRB (FND)
MAP 103 PARCEL 28 o�h�� ��F,��'�'`,y� h� �0. --�S82 59'10"E
TOWN OF YARMOUTH /o, D ,0,'� ' 134.60
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SHAPE �°� <,3 EASEMENTSr � Fti LF
CALCULATION�N• ( L=100.00,
LINE R-50.00 2 MAP 93 PARCEL 24
EASY TOWN OF YARMOUTH
' EASY Q, DB 132 PG 95, 146/98
MAP 93 PARCEL 21C o
N/F BOGLE, JAMES F TRS 3 STET •"�
DB 27808 PG 309 40' PRIVATE WAY M
2
PARCEL A -
0.
LO
9,897 sq.ft. co o
UTILITY o
PARCEL C R=25.00' R=25.00'
1,689 sq.ft. L=23.18'- L=23.18' C.B. TO BE SET ON ROAD P.C. TYP.
NOT A BUILDING LOT
N04' 15'1 0"E N85'44'50"W UTILITY
04' 15' 10"W
s.s7 29.08' PARCEL B
(j
N85'44'50"W 6.57'
N i 70.33' R=25.00 _ 542 sq.ft.
L=34.27 - / S13 31 10 W NOT A BUILDING LOT
Z 'N85'44050"W -25.33'
N85'44'50"W
50.52' -
Summer 90.00' _
Street -_ ___
R=25.00 _ S81'S9'S1>.E
(33' PUBLIC WAY) L=34.27' 177.97' TIE _
CB/DH FND
MAP 93 PARCEL 54.1 CB/DH
/ N/F INTERNA TONAL
10 / FUND FOR ANIMAL
WELFARE, INC.
CONDITIONS: �' PB 682 P� 84
1. THE APPLICANT MUST RECORD THE 'EASY STREET 8. COMMON DRI VEWA Y TO L OTS SHALL BE A
ASSOCIATION" MAINTENANCE COVENANTS W/TH THE MINIMUM OF 20' WIDE PLUS TWO 1' CC CB/DH FND
BARNSTABLE COUNTY REGIS T? Y OF DEEDS THA T BERMS = 22' AND SHALL BE PA VED WI TH
INCLUDES PROVISIONS FOR MAINTENANCE AND 2.5 " BINDER AND 1.5" TOPCOA T OVER 8"
REPAIR OF THE ROADWAY, DRAINAGE, UTILITIES, MINIMUM REPROCESSED ASPHALT GRAVEL PB 246 PG 106
BUFFER TREES/PLANT/NGS, COMMON DRI VEWA Y AND BASE. DRA INA GE TO BE PROVIDED BY
U77LITY PARCELS B AND C. A COPY OF THE INDIVIDUAL 517F DRAINAGE SYSTEMS
RECORDED DOCUMENT SHALL BE PROVIDED TO THE REVIEWED THROUGH THE TOWN SITE PLAN
PLANNING BOARD PRIOR TO REQUEST/NG ANY LOT REVIEW PROCESS.
RELEASES. 9. COMMON DRI VEWA Y TO HA VE 15' VEGETA TED
2. THE APPLICANT SHALL GRANT ALL NECESSARY BUFFERS ON EITHER SIDE OF PA VEMENT
UTILITY EASEMENTS, INCLUDING TO THE YARMOUTH MAINTAINED WITH 3" TREES AT 20' ON a
WA TER DEPARTMENT PRIOR TO REQUESTING ANY L OT CENTER EXCEPT A T ACCESS POINTS. TREES (�
RELEASES. WHICH DIE SHALL BE REPLACED. SEE O
J. APPLICANT MUST PROVIDE WRITTEN APPROVALS BY GENERAL NOTES 4 AND 8.
ALL UTIL I77ES TO PROVIDE SERVICES WITHIN 7HE 10. FIRE DEPARTMENT WILL REQUIRE APPROVED
SUBDIVISION TO THE PLANNING BOARD PRIOR TO PRO VISIONS FOR FIRE APPA RA 7US TO TURN
REQUEST/NG ANY LOT RELEASES, AROUND A T END OF SHARED DRI VEWA Y,
4. APPLICANT SHALL CONDUCT A PERC TEST AND COORDINATE WITH SITE PLAN REVIEW �
TEST PIT IN ACCORDANCE W1 TH BOARD OF HEAL TH APPROVAL FOR LOT Z FIRE DEPARTMENT
REGUL A TIONS ON L O T 1 PRIOR TO REOUES77NG AN Y REQUIRES ONE FIRE H YDRANT BE L OCA TED
L OT RELEASES. WI THIN 50 FEET OF PROPOSED NEW K
5. DEVELOPMENT ON THE IND/ I4DUAL LOTS AND CONSTRUCT/ON. COORD/NA TE WI TH St TE PLAN
CONSTRUCTION OF THE COMMON DR/VEWA Y SHALL BE REVIEW APPROVALS. C
REVIEKED BY THE SITE PLAN REVIEW TEAM.
6. IN ADDITION TO NOTIFICA TION TO THE DEPT. OF
PUBLIC WORKS AND WA TER DEPARTMENT PRIOR TO
THE START OF CONSTRUC7TUM 7NE APPLICANT
j SHALL HIRE A REGISTERED PROFESSIONAL ENGINEER
2 TO CONDUCT PERIODIC INSPECTIONS AND PROVIDE
I
CER TIFICA 77ON THA T THE ROADWA Y AND U77LI77ES
WERE 'INSTALLED IN GENERAL CONFORMANCE WI TH
THE APPROVED PLANS, AND FOR PREPARA TION OF
I ACCURA TE AS-BU/L T DRA WINGS
7 THE: DRAINA GE SYSTEM SHALL BE OPERATED AND YARMOUTH PLANNING BOARD
MAINTAINED IN ACCORDANCE WITH THE 5TORY WATER -
OPERATION AND MAINTENANCE PLAN FOR EASY APPROVAL UNDER THE SUBDIVISION
STREET, YARMOUTH PORT, MA PREPARED BY DOWN
CAPE ENGINEERING, INC. AND STAMPED BY DANIEL A. CONTROL' A W IS REQUIRED
OJALA, PE, AND DA TED AUGUST 9, 2018
DATE:
e
Corpora tion
Road
THIS PLAN IS SUBJECT TO A COVENANT 1
AND AGREEMENT FILED WITH THE REGISTRY
OF DEEDS
a I I
:. off 508-362-4541
fax 508-362-9880
4 downcape.com
I
qown cape en in e e rin7 inc.
ci vi/ engineers
land surveyors
939 Maim Street ( Rte 6A)
YARMOUTHPORT MA 02675
I CERTIFY THA T THIS PLAN WAS MADE IN
ACCORDANCE W1 TH REGIS TRY OF DEEDS
REGULA 77ONS EFFECTIVE JANUARY 1, 1976.
AND AS AMENDED JANUARY 7, 1988.
DANIEL
of LA N
No. X80'
o� c
DATE DANIEL A. OJALA, P.L.S.
SCALE 1"=1000'±
ASSESSORS MAP 93 PARCELS 22 & 23
S1 TE IS L OCA TED W/ THIN THE A OUIFER
PROTECTION DISTRICT (ZONE -
VER TICA L
ZONEVERTICAL DA TUM. NA VD88
HORIZONTAL DA TUM.• MA STA TE PLANE
NAD83 U.S. SURVEY FOOT
ZONING SUMMARY
ZONING DISTRICT: B3 BUSINESS DISTRICT
REQUIRED:
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 100'
MIN. FRONT SETBACK 30'
MIN. SIDE. SETBACK 10'
MIN. REAR SETBACK 30'
MAX. BUILDING COVERAGE 35%
TOTAL IMPERVIOUS 70%
SETBACK TO ZONING LINE 50'
IN ALL ZONING 'DISTRICTS THE BUILDING HEIGHT SHALL
NOT EXCEED THIRTY FIVE (35) FEET AND NO
BUILDING WILL CONTAIN MORE THAN THREE STORIES,
EXCEPT THA T THE BUILDING HEIGHT FOR MOTELS
SHALL NOT EXCEED THIRTY (30) FEET, AND MOTELS
WILL CONTAIN NO MORE THAN TWO STORIES.
159 MAXIMUM IMPERVIOUS LOT SURFACE COVERAGE,
OR 2500 SQUARE FEET OF ANY LOT,
WHICHEVER IS GREATER, UNLESS ARTIFICIAL RECHARGE
FOR EXCESS RUNOFF IS PROVIDED, AS NOTED IN
310 CMR 22.21 (2)(8)8. IN NO CASE WILL THE
MAXIMUM BUILDING COVERAGE EXCEED 359 OF
THE TOTAL L OT AREA NOR TOTAL IMPERVIOUS L 0 T
COVERAGE EXCEED 709 OF THE TOTAL L OT AREA
WHEN AN APPROVED ARTIFICIAL RECHARGE SYSTEM
FOR STORY WATER RUNOFF HAS BEEN PROVIDED
OWNER OF RECORD
SAND YSIDE CORPORA TION
P.O. BOX 525
YARMOUTHPORT, MA 02675
REFERENCES
DEED BOOK 22990 PAGE 9
PLAN BOOK 291 PAGE 3, PB 306 PG 76, 622/74
11-5-1878 TOWN MEETING ACCEPTANCE SUMMER ST
SUBDIVISION AREAS:
GROSS AREA = 211,627± SF
AREA OF ROAD = 9,897± SF
WETLAND AREA = 0± SF
AREA OF LOTS = 199,505 ± SF
NOTES:
1. NO DWELLING OR UNIT SHALL BE BUIL T ON
ANY LOT WITHOUT FIRST SECURING, FROM THE
HEAL TH DEPARTMENT, THE DISPOSAL SYSTEM
CONSTRUCTION PERMIT REQUIRED FOR THE
INS TALLA TION OF A SUBSURFACE SEWAGE
SYSTEM. S/TE IS IN A ZONE 2 TO A PUBLIC WELL
AND SEPTIC FLOW LIMITATIONS APPLY, AND NO
VARIANCES WILL BE GRANTED.
2. THE CONSTRUCTION OF ALL WA YS AND THE
INS TALLA TION OF ALL MUNICIPAL SERVICES SHALL
BE COMPLETED IN ACCORDANCE WITH THE
APPLICABLE RULES AND REGULA TIONS OF THE
PLANNING BOARD WITHIN EIGHT (8) YEARS FROM
THE DA TE OF DEF/N/77OF PLAN APPROVAL.
FAILURE TO COMPLETE SHALL AUTOMATICALL Y
RESCIND APPROVAL OF THE PLAN.
3. PARCEL B AND PARCEL C ARE UTILITY
PARCELS AND ARE NOT SEPARA7F BUILDING LOTS
AS DEFINED IN THE SUBDI VISION CONTROL LA W.
4. COMMON DRI VEWA Y CONSTRUCTION AND
MAINTENANCE TO BE SHARED BETWEEN 7HE
THREE L OT OWNERS 309 L OT 1, 409 L OT 2, 309
LOT J. THIS INCLUDES THE INSTALLATION AND
MAINTENANCE OF REQUIRED BUFFER TREES,
INCLUDING REPLACEMENT OF DEAD TREES.
5. UTILITY EASEMENTS AND CROSS EASEMENTS
FOR VEHICULAR TRAFFIC TO BE GRANTED AS
REQUIRED /N THE SHARED DRI VEWA Y AREA
BETWEEN THE 3 L 0 T
6. DRAINAGE AND U77LITY EASEMENTS TO BE
GRANTED IN ROADWA Y PARCEL A, U77LITY PARCEL
B, AND UTILITY PARCEL C.
7. THE FEE OWNERSHIP IN UTILITY PARCEL B AND
UTILITY PARCEL C SHALL BE CONVEYED TO THE
BUYER OF LOT 2. MAINTENANCE SHARED PER
NOTE 8.
8. 'EASY STREET ASSOCIA TION" SHALL BE
FORMED CONSISTING OF THE THREE LOT OWNERS.
THE ASSOCIA TION SHALL CONTAIN A
MAINTENANCE COVENANT AND SHALL PROVIDE
FOR THE MAINTENANCE OF THE ROADWA Y,
ROADWAY DRAINAGE, UTILITY PARCELS B AND C,
AND THE COMMON DRIVEWAY AND PLANTINGS. NO
TOWN SERVICES FOR PA WNG, MAINTENANCE,
REPLACEMENT, REPAIR, IMPROVEMENT, OR SNOW
PLOWING WILL BE PROVIDED, NOR SHALL THE
TOWN PROVIDE ANY MAINTENANCE, REPLACEMENT,
OR REPAIR OF THE DRAINAGE SYSTEM.
9. NO WAIVERS FROM SUBDIVISION RULES AND
REGULA TIONS REQUIRED OR REQUESTED.
rito-af. No. 2427B
1k n w"A
b ti.''IVIS101ko PLANI UF LANE)%
�; I
OFF
YARMOUTH PORT, MA
PREPARED • _
T'r I'E 7 R' h E/ALTY Aru""IVISORY,
DATE: MAY 24, 2018
REVISED: AUGUST 13, 2018 (TOWN COMMENTS)
REVISED: AUGUST 22, 2018 (CONDITIONS OF APPROVAL)
Scale:1 "= 40'
0 20 40 60 80 100 FEET
24276 — Definitive Subdivision III
The Realty Advisor Inc./Sandyside Corp
2 Un-numbered lots off Summer Street
Map 93, Par els 2 & 23
Hearing: Izd
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