HomeMy WebLinkAboutStamped Site Plan Set 1121B Route 28 07.28.26OWNER /APPLICANT INFORMATION
HABITAT FOR HUMANITY OF CAPE COD, INC.
411 MAIN STREET, SUITE 6
YARMOUTHPORT, MA 02675
INDEX OF DRAWINGS
SHEET NO. TITLE
CO COVER SHEET
C1 EXISTING CONDITIONS PLAN
C2 LANDSCAPE PLAN
C3 SITE PLAN- LAYOUT
C4 SITE PLAN- UTILITIES, GRADING
C5 DETAILS- ROAD, STORMWATER
C6 DETAILS- SEWER
C7 VEHICULAR TRAVEL PLAN
A51 lAl [�*N rl It I T tug
FOR
ASSESSORS' I D: 50/108.1
YARMOUTH, MASSACHUSETTS
LOCUS MAP
SCALE: 1"=500'±
G:WUobs\Habitat\9489-1121 Route 28 5. Yarmouth\dwg\9489.ZBA Site Plans.dwg
301 L TEST LOGS:
TEST HOLE 1: EL=19.8±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-11
A
Fine Loamy Sand
10YR3 2
NONE
11-25
B
Loamy Sand
10YR5 8
NONE
25-168
Cl
Coarse Sand
10YR6 4
NONE
PERC @ 41"• <2 MIN IN
TEST HOLE 2: EL=20.0±
DEPTH FROM
SURFACE
(INCHES)
SDIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
SOIL
TTLING
OTHER
0-11
A
Fine Loam Sand
NE
11-25
B
Loam Sand
t10YR58
NE
25-168
C1
Coarse Sand
NE
TEST HOLE 3; EL=20.0±
SRFEOMUAC
(INCHES)
HORIZON
TEXTURE
(USDA)
COLOR
(M
MOTTLING
OTHER
0.10
A
Fine Loam Sand
10Y
10-31
B
Loam Sand
10Y
31420
C1
Coarse Sand
10YPERC
@ 4111; <2 MIN IN
TEST HOLE 4: EL=19.2±
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
0-10
A
Fine Loamy Sand
10YR3 2
NONE
10-31
B
Loamy Sand
10YR5 8
NONE
31-120
C1
Coarse Sand
10YR6 4
NONE
DATE OF TESTING: 3/21/2024
PERCOLATION RATE: LESS THAN 2 MIN/INCH IN'C1' LAYER.
WITNESSED BY: ROBERT REEDY, P.E., J.M. O'REILLY & ASSOCIATES, INC.
BARRY LEWIS, YARMOUTH HEALTH DEPARTMENT
NO WATER ENCOUNTERED
BENCHMARK
CONCRETE BOUND
N: 2704759*92
E: 1011316.95
EL: 16.86
(NA083 & NAVD88 DATUMS)
J�
,\ ti05
/ a
O�
•16�2. '1et.Y /
1 Paved
6.1
x 18,9 9A
`6 I
x 20,9 \ •
\\\ 9.7
x 16� TH4
I x 19.1
/ H3
J .�
V' Ret Wall / �- 19,a
x
/THz
TH3 \
s
2D;1 x 21.2
ar % LOT 2
\"Oac` / / _ / Area= 43,563 SF± \� /
\� x 212 \
\ x 1912 20.6x
\ / 20.5
\ X
x 18,6
\ x 21.1
\ x I22 B \ \
12" Oak x 23.�
Oak
—sped=
x 24,6
z4,3
x 23.8
14"
0 20 40
SCALE 1"=20'
m
G:WJobs\Habitat\9489-1121 Route 285, Yarmouth\dwg\9489.ZBA Site Plans.dwg
PLANTING SPECIFICATIONS
SCREENING TREESI
YARMOUTH,
MA
COMMON NAME
GREEN GIANT ARBORVITAE
LATIN NAME
THUJA PLICATA
SIZE
6' TALL
EMERALD GREEN ARBORVITAE
THUJA OCCIDENTALIS SMARAGD
6' TALL
CRYPTOMERIA
CRYPTOMERIAJAPONICA
6'TALL
DECIDUOUS TREESI
COMMON NAME
LATIN NAME
SIZE
RED MAPLE
ACER RUBRUM
3" CALIPER
NORTHERN RED OAK
QUERCUS RUBRA
3" CALIPER
FLOWERING TREESI
COMMON NAME
LATIN NAME
SIZE
CRABAPPLE
MALUS
25" CALIPER
il
CHERRY
PRUNUS
2.5" CALIPER
PLANTINGS-SHRUBSI
COMMON NAME
LATIN NAME
SIZE
SUMMERSWEET
CLETHERA ALNIFOLIA
3-5
GALLON
BUTTONBUSH
CEPHALATHUS OCCIDENTALIS
3-5
GALLON
REDOSIER DOGWOOD
CORNUS SERICIA
3-5
GALLON
"LIMELIGHT" HYDRANGEA
HYDRANGEA PANICULATA
3-5
GALLON
WINTERBERRY
ILEX VERTICILLATA
3-5
GALLON
BAYBERRY
MYRICA PENNSYLVANICA
3-5
GALLON
HIGHBUSH BLUEBERRY
VACCINIUM CORYMBOSUM
3-5
GALIll
PLANTINGS - PERENNIALS & GRASSESI
COMMON NAME
LATIN NAME
SIZE
DAYLILLY
HEMEROCALIS
1-2
GALLON
CATMINT
NEPETA
1-2
GALLON
PURPLE CONEFLOWER
ECHINACEA
1-2
GALLON
DIANTHUS
DIANTHUS
1-2
GALLON
DAISY
ASTERACEAE
1-2
GALLON
RUDBECKIA
RUDBECKIA
1-2
GALLON
COREOPSIS
COREOPSIS
1-2
GALLON
JOE PYE WEED
EUTROCHIUM
1-2
GALLON
ORNAMENTAL GRASSES
N/A
1-2
GALLON
LAWNI
LAWN AREAS SHALL BE SEEDED WITH A
CAPE COD GRASS SEED MIX, 25
DUTCH WHITE CLOVER SEED, 3
BOTH PRODUCTSTO BE PROCURED FROM
SPREADING.
MIX CONSISTING OF ONE PART EACH:
LB
LB
CROCKER NURSERY AND MIXED PRIOR TO
` C' V VaAo
/ a� �aA
40
,ry0�
�5�a e ec
(2) Existing Maple Q
TO BE PRESERVED
BENCHMARK
CONCRETE 60UND
N: 2704759,92
E: 1011316,95
EL: 16.86
(NAD83 & NAVD88 DATUMS)
PROPOSE❑
PICKET FENCE (TYPICAL)
PROPOSED EVERGREEN TREE(TYPICAL)
TOTAL OF 46 PROPOSED
PROPOSED FLOWERING TREE (TYPICAL)
TOTAL OF 6 PROPOSED
—Existing 4" Ash (Poor Cond.)
TO BE REMOVED
PROPOSED 3" RED MAPLE
(3) PROPOSED 3" NORTHERN RED OAK
/- Existing 24" Oak
TO BE REMOVED
w i• sF 1
Existing 2" Russian Olive
w QOi ? m 'aO TO BE REMOVED
G
•u. �Fy�ry 5�' PROPOSED 3" NORTHERN RED OAK
w �•I O 0�0
_
w y OQ OF TO BE PRESERVED
TO BE PRESERVED
./ ti • F
e
Ojw F(�L PROPOSED 3" NORTHERN REC
QO [/� a
,vY w Y w w \Y
w w #10 U e Charlie's Pa �
rea- 6,27 SF+ 1 Existing 3" oak
�' ''H —"' "' - TO BE PRESERVED
w w w w w [L w �`
w w w w twill W �FY 10"Oak
14"
UNDISTURBED
20"
w w w '/ • \' \ '✓ w w 1 w w w w w
Oak
LOT 7
\w w w w w w w w w w w
w w e $ Uncie Charlie'
• f�G w. 9rea=.9,70$,SFt � w
E � w OfCK v' w w
I
� s 5 W s TOpf RooIlk
(}1yS s • �. s • 's � s.�. OFFN M/ pwfZillLL/,yG
yf 2? Ot S '
SyFO
mill
bR v
w w w O� -
12"Oak w w y •gyp s��_,., i n'F• ..S.HFo w w W
5
RIVERE
w y •
J,
k/
w w w �� O i LOT 5 Existing Tree w w " � G+ S � w � D , � Iry w • w •w + w
TO BE PRESERVED � w rr \ #SwUnCI Charlie's Pa u
w w AWe 5,8245E±.
w w 19'B
w w DR\JE •� DFCK TOpFOROo w
• w w N •• •S n OF 4 FwZCL/^N.G
w SNP w w \ IPI
• I w w
� LO
5. wt• w w V•
w w J• �.k \ C•1• W J. y y yw 's\ E w 6�lncle,Charlie s Path
\ w /5 V J / • f\W re 4,�28 S�
f ..OPT ! W •fYY J. 4. F w w w
y `Y w w \F�
16" Oak F �' I'
a, Y roeFO _ w W E VC L w w w
q, i
Existing Tree y w F�.`o!!/ w v. d •\,
TO BE PRESERVED w `� LOT 4 w 2��� �w w 9iL w w
�3'Uncle'Chal l4e's Path w w m w
rea= II SF± w w w w
•V w w v w VW
w w w A w w w w w w •(w �J.
w w w w f W w w w w w
w w w w w LOT 3 w OfCK I.Bf R w
10" Oak ak 12i0a y w y w #1 Unclle Charlie's Pa w T OpO NO/K f f(L7NG
w w Area= 5A49S ±w w k. s w
"Oa EkCLU IVE E�•� w w w w W w w- w y
MEIVI'LINE~ ��� w w w
(4) Existing Trees b�
TO BE PRESERVED ~
Existing Tree
TO 8E PRESERVED
4
d
/ PROPOSED 3" RED MAPLE
PROPOSED
SPLIT RAIL FENCE (TYPICAL)
(2) Existing Trees
/ TO BE PRESERVED
f /
NORTHERN RED OAK
PROPOSED 3" RED MAPLE
—PROPOSED
SPLIT RAIL FENCE (TYPICAL)
Existing Tree
TO 8E PRESERVED
NORTHERN RED OAK
0 20 40 60
SCALE 1"=20'
G:�AAlobs\Habitat\9489-1121 Route 28 5. Yarmouth\dwg\9489.Z8A Site Plans.dwg
LOCUS MAP
SCALE: 1"=1000't
o ASSESSORS' MAP 50 PARCEL 108.1
0
H REFERENCES
� PLAN BOOK 702 PAGE 27
DEED BOOK 36039 PAGE 224
�--o-- SPLIT RAI L FENCE
PICKET FENCE
• EVERGREEN TREE
FLOWERING TREE
PLANTINGS
LAWN
REVISED 7/28/2026: ALTERED DWELLING LAYOUTS ON LOTS 4 AND 5; ADDED
EXISTING TREES TO BE PRESERVED; ADDED SPOT GRADES AROUND
DWELLINGS.mill
Habitat for Humanity of Cape Cod, Inc.
411 Main Street, Suite 6, Yarmouthport, MA 02675
LANDSCAPE PLAN
1121E ROUTE 28, S. YARMOUTH, MA
J.M. O'REILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street — Route 6A
P.O. Box 1773
(608)898-8801 Office Brewster, MA 02631 (508)896-8802 Fax
SATE: SCALE: BY: CHECK: JOB NUMBER:
5/26/2026 As Noted RFR Jim JMO-9489
BENCHMARK
CONCRETE BOUND
N: 2704759,92
E: 1011316,95
EL: 16.86
(NAD83 & NAVD88 DATUMS)
J`ac�
S •
\ s\
r 5 5
� n
167
\ •'''..
F \
<Oi Ro' L 6 \ \s
#10 a Charlie's Path T S
r 1273 SF±
P 't
� E
/E F
• DR; • 2+09.30
2+pp '
FUTURE p + '
DRIVE W w F \
\ o
C;5 \ I w F \ F F ECK
\ O \ I ORI�f • g
isri
'� .1.• >,
s ,m S.
O 5 35.7 f
a l• � y v
6,
\• Nf SyED y
S, B n
a 2 ° LOT 5 6�.
y #5 Uncl Cha•rlie's Pa s�, ° a
Are 5,824 SF±.3-8
1 off T Op OD FiVO D f
T, A NEw3ffvj
0
iNEp O�aa1d ��' o?NE w, �•' y�a� s
�\ LO
5/ � ` F
\�So 6 Uncle Charlie's Path
5 F ems, rea=4,228SVk
` F " •., ,
rQe�o�
O O •'� Ox � E
0ti°�
F! ! r o �ep
ry6are h, sIp
LOT 4 o yi gTjy '
#3 Uncle Charlie's Path �s9, 1 S z
Area= 6,326 SF±
A .I
�1.
By S
\ ^�Ao \
'f�. SyF vw
a• a
ti #1 Uncle Charlie's Pa pf cK TDpoo FN ypwf�<I R �o
Area= 5,949S ± f�'2,44 S
��ti EXC( SI�EE S � � �: •
EEg5E1HE NE~ .
100,01' N
SI'ea
34'
LOT 7
8 Uncle Charlie's at
Area 4,708 SF±
� N FWz<<l/y�
n"' ��
7\ �v\ d" • Q
'•• O4
P
E�
ZONING:
ZONING DISTRICT: B2 DISTRICT
RE4UIREMENTS:
MIN. LOT SIZE; 20,000SF
MIN. LOT FRONTAGE: 125 FEET
MIN. FRONT SETBACK: 30 FEET
MIN. SIDE SETBACK; 25 FEET
MIN. REAR SETBACK: 20 FEET
MAX. BUILDING COVERAGE: 25%
MAX. SITE COVERAGE*: 70%
MAX. BUILDING HEIGHT: 35 FEET (3 STORIES)
MAX. SHAPE FACTOR: 22
*PER YARMOUTH ZONING BYLAW SECTION Z03.5(LJ
0 20 40 60
SCALE
G:V�PJobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg
CONSTRUCTION NOTES:
GENERAL:
1, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING, LOCATING AND
PROTECTING ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO AND DURING
CONSTRUCTION, CONTRACTOR SHALL CONTACT DIG -SAFE, ON -TARGET LOCATING,
WATER DEPARTMENT AND ALL OTHER NECESSARY UTILITY COMPANIES FOR THE
MARKING OR ALL PUBLIC AND PRIVATE UTILITIES.
WATER:
2, ALL WATER WORK SHALL BE IN ACCORDANCE WITH THE YARMOUTH WATER
DEPARTMENT WATER MATERIALS AND INSTALLATION STANDARDS.
3. PROPOSED FIRE HYDRANT SHALL INCLUDE AGATE VALVE IN THE CONNECTION TO
THE WATER MAIN.
4. PROPOSED 8" DIA, WATER MAIN SHALL MAINTAIN A MINIMUM 5 FEET OF
HORIZONTAL SEPARATION FROM ALL DRAINAGE STRUCTURES.
5, CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE TOWN OF YARMOUTH
WATER DEPARTMENT REGARDING FINAL WATER MAIN DESIGN, AND METHODS AND
MATERIALS FOR THE MODIFICATION OF MUNICIPAL WATER SERVICE, INCLUDING
INSPECTION, TESTING AND DISINFECTING REQUIREMENTS,
SEWER:
6, A SEWER CONNECTION PERMIT WILL BE REQUIRED PRIOR TO SEWER CONNECTION
CONSTRUCTION,
7. SEWER CONNECTION CONSTRUCTION SHALL BE IN CONFORMANCE WITH
YARMOUTH BOARD OF WATER AND SEWER COMMISSIONERS' SEWER USE RULES AND
REGULATIONS,
8. CONTRACTOR SHALLVERIFYEXISTING SEWER SERVICE STUB AND BUILDING SEWER
INVERT ELEVATIONS PRIOR TO THE PLACEMENT OF ANY PIPE OR STRUCTURES,
9. UNLESS OTHERWISE APPROVED, GRAVITY SEWER CONNECTION PIPING SHALL
CONSIST OF 6" PVC SDR 35 PIPE, PIPE SHALL BE INSTALLED WITH A MINIMUM SLOPE OF
0,02 FT/FT.
10, NO BACKFILLING OF ANY PIPES, MANHOLES OR SEWER SERVICE CONNECTIONS
SHALL TAKE PLACE UNTIL THE INSTALLATION HAS BEEN INSPECTED AND APPROVED BY
THE TOWN OF YARMOUTH OR THEIR REPRESENTATIVE.
11, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE WATER MAIN
PRIOR TO CONSTRUCTION OF ANY PORTION OF THE INTERIOR COLLECTION SYSTEM
WHICH WILL REQUIRE CROSSING THE WATER MAIN.
STORMWATER:
12, ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE TOWN OF
YARMOUTH D.P.W. SPECIFICATIONS AND REQUIREMENTS,
13, ALL COMPONENTS SHALL BE SUBJECT TO WHEEL LOADS, UNLESS SPECIFICALLY
IDENTIFIED ON THE PLAN DETAILS,
14, ALL ROOF RUNOFF SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS AND
DRYWELLS.ORYWELLLOCATIONS SHOWN ON PLAN, SEE ROOF RUNOFF AND ROOF
LEACHING DETAILS,
15, ALL PAVEMENT (ROADWAY AND DRIVEWAYS) SHALL BE PITCHED SO AS TO DIRECT
STORMWATER RUNOFF TOWARD (2) SOLID CATCH BASINS, AS SHOWN ON THE PLAN.
CATCH BASINS BOTH OUTLET TO (1) DRAINAGE MANHOLE, DRAINAGE MANHOLE
OUTLETS TO A 23' x 35' x 30LEACHING FACILITY, CONSISTING OF (9) H-20 500 GALLON
LEACHING CHAMBERS SURROUNDED BY STONE,
16, SEE STORMWATER MANAGEMENT REPORT AND STORMWATER OPERATIONS
MANUAL FOR COMPLETE STORMWATER SYSTEM SPECIFICATIONS,
17. PROPERTY OWNER SHALL BE RESPONSIBLE FOR IMPLEMENTING THE
REQUIREMENTS OF THE STORMWATER OPERATION AND MAINTENANCE MANUAL.
PROPERTY OWNER SHALL HIRE A QUALIFIED STORMWATER PROFESSIONAL TO
COMPLETE THE ROUTINE INSPECTIONS OF THE LEACHING FACILITIES AND DETERMINE IF
ANY MAINTENANCE OF THE LEACHING FACILITIES ARE NEEDED.
LIMIT OF WORK:
18, THE LIMIT OF DISTURBANCE FOR THE CONSTRUCTION ACTIVITIES SHALL BE
INSTALLED IN THE LOCATION SHOWN ON THE PLAN AND SHALL BE INSTALLED PER THE
SPECIFICATIONS SHOWN ON THE LIMIT OF WORK DETAIL,
19. LIMIT OF WORK SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION
ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE
COMPLETED AND SITE VEGETATION HAS BEEN SUITABLY STABILIZED.
20. CONTRACTOR SHALL HAVE EXTRA STRAW WATTLES ON SITE SO AS TO MITIGATE
AND / OR REPAIR THE LIMIT OF WORK LINE AND POTENTIAL SOIL WASHOUT.
s\ :.
• o
CLEANOUT (TYPICAL)
SEE DETAILS "• Qa'� / �- \
BENCHMARK +
CONCRETE BOUND 5i
N:2704759.92 / + wIII
EXISTING 8" DIA.
SEWER STUB TO MAIN
INV 9.0±
/ SMH 04 (4'0)
RIM 17,01
INV IN 9,10
INV OUT 9,00
CLEANOUTAND DROP INLET @
WYE CONNECTION
SEE DETAILS
L=18 FT
S=0.02 FT/FT
EL116.8616.95 I_ _ QOQ,G�'' _ F).�� �" d' ° 1R
(NAD83 P. NAVDSSOJ,�
1G ����G+S �O�ss 20 •ry NE-9 ELECTRIC BOX (TYPICAL)
�X\ `��\ \ TRANSFORMER PAD (TYPICAL) /
/ /'�, / �pgO��p�' �6?\ \ • M1208 PULL BOX (TYPICAL) /
(2
LIMIT OF WORKF\'N SMH 03 (4'0) /
SEE NOTES AND DETAIL ^;° +J` RIM 19.8± SMH 02 (4'0)
INV IN 13,40 RIM 20.2±
L 6 m INV OUT 1330 INV IN 14.60 /
�� INV IN 14.60
£1 #10U e Charlie's Path T x,s INV OUT14.50
HYDRANT \ ,rip I rea= 6,273 SF± /
BUILDING SEWER
ELEVATION SCHEDULE
BUILDING SEW ER
EXIT INVERT EL
A
19,30
0
17,00
C
18,00
D
17,00
E
17,00
14.00
P CLEANOUTS @ /
lF WYECONNECTIONS
SEE DETAILS /
zoxa _
,� o,"w F x x •,\
� � � .\•\b �x x 20 21 +
STORMWATER-ROAD II -��\ Q,N•N LOT 7 /� J
\i I FUTURE / O `,n� gy 8 Uncle Charlie LIMIT OF WORK
(2) SOLID CATCH BASINS- RIM E-RIM (BOTH) i \ \ Area= 4,708 SF±
ORIV � i SEE NOTES AND DETAIL
(1) MANHOLE- RIM FACILITY
V E / O � . `
CONNECTEDTOA30'x24'x4'LEACHINGFACILITY I ll'Y � � \ o� �F`F OfCK
SEE STORMWATER NOTES & DETAILS Ret,N.Ja11 l `� (�(7/'I \ F
x�x�x \ O TH2 \.. .\ ORIVf. l
✓ _ WATER SERVICE (TYPICAL)
FT. 550.04/. s—ems ,Tpp�DRO�MO
FVDN wf[[/
Y �
\'
T° /• a,• . 0+� [`S• bRIV S j I / SMH0114'0)
\ \ \ yob _ _�L=59 FT• s.L� -C �;�j•� _ yfp RIM 19.7±
20 '� s� - •0+60 a '��' ao b I INV IN15.70
STORMWATER- ROOF(TYPICAL) �+ a � / (C) s,F40 �N�, F7• gy INV IN15.70
(1) 4'x4' LEACH CHAMBER WITH 1.5' OF \ I:,P N F p 0` INV OUT 15.60
STONEAROUND FOR EACH DWELLING + ''o "' Z �' I
SEE STORMWATER NOTES & DETAILS \ +S #5 I Charlie's Pa D
Ar 5,824SF±, / / �•
— rd' \ � \ � •pPNE • �9X�a OfCK ToPOROOM
FNON wf[[/
f[,z Nc m.
3.04
0
LO
O� �l sti° 6 Uncle Charlie's Path /
%F rea=4,228SVk UNDERGROUND ELECTRIC SERVICES
`moo \ 51'lE0 ,o �B) /�'• \ FOR NEW DWELLINGS
\ s Ty W� • ry / / e J (2) 4" ENCASED CONDUIT LINES
SLEEVE SEWER PIPES WITHIN 10' OF `+�. .2 `�`� '" e 23
WATER MAIN USING 8" SDR 35 PVC nOG \ / - �•`'•B -'+s �{\/ l .�/lf
SEE DETAIL eGiac \ \ \ OoOOP
�02p �E/ / ' h'7 ' r SLEEVE SEWER PIPE WITHIN 10' OF
F•o WATER MAIN USING 8" SDR 35 PVC
\� \ LOT 4 I tp�l�yc ��/` •\. \ e dyl AgTL., ' SEE DETAIL
#3 Uncle Charlie's Path ,1
Area= 6,326 SF± +s
\ m 'ryk' WATER MAIN-8" DUCTILE IRON
� � � z3 I � Aj \
I \ \ � syFQ � / / OfC / g \ � . •
LOT 3`- TOPfaRoo
#1 Uncle Charlie's Pa oFFN N
Brea= 5,94� ± S
2
LUSIVE UEx
s ALZN OF M S'
EgSEMEN7 NEIx�x F �,4 S
24 / 3j JOHN 7
/ x�x �'•. M.
/ � O'FEILLY
• . N0. 46733
!q SL q
Ekshng /_ /
0 20 40 60
SCALE 1"=20'
G:\AAJobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Slte Plans.dwg
MINI
30
25
20
15
10
PVI STA = 0+93.06
PVI ELEV = 19.26
A.D. = 7.5
K=8.8
66.28' VC
w ofl
onl I
�ml
I
DUI
6uj
PVI STA = 2+09.30
PVI ELEV= 21.00
A.D. = 3.0
K =19.8
59.34' VC
t3di
21�)
jmm
PVI STA = 0+93.06 PVI STA = 0+31,01
PVI ELEV = 19.26 PVI ELEV=22.98
A.D.=7.5 A.D.=4.0
K = 8.8 K = 8.0
66.28' VC �31.84' VCVC -{
W^i ryo Nol Id;m
titii ONj ONI ION
I m! �: M I iImm �n
START OF PAVEMENT @
EDGE OF WOOD ROAD
EL=23.60
30
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TWO (2) SOLID
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CATCH BASINS
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ROAD PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
ROAD PLAN
SCALE: 1"=40'
ROADWAY PAVEMENT SECTION
NOT TO SCALE
WAY)
10 10'
12' I.' PAVED BERM --� 12'
1/4" PER FOOT PITCH 1/4" PER FOOT PITC
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SEPARATION FROM ALL
DRAINAGE STRUCTURES
8" WATER MAIN 3 O 15' FINISH COVER (ROLLED)
2.5" BINDER COURSE (ROLLED)
91/2" DENSE GRADE CRUSHED STONE BASE ((2) 4 3/4" LIFTS)
(MIN) 4" CLEAN SAND (SUB -BASE)
ALL ROADWAY FILL SHALL BE CLEAN SAND PLACED IN
(MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST
8'SHOULDER
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TOPSOIL
con
CABLE/ELECTRIC LINES
25
20
15
10
EXISTING PAVEMENT-
WOOD ROAD
24" Dlam. Cast Iron Frame and Grates
Raised to Grade
USE E11W LF248-2 OR EQUAL
En
ROAD STORMWATER SYSTEM - PROFILE
NOT TO SCALE
24" Diam. Cast Iron Flame and Covers
Raised to Grade
USE EAW LK 110A OR EQUAL
12" DIAM. HDPE @ 1%
(2) Solid 4' Dia.
Catch Basins
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
PIPE CONNECTION TO OTHER
CATCH BASIN
RIM 19.50
INV OUT 14.30
12" DIAM, HDPE
1% MIN, PITCH
PAVEMENT GRi
12" DIAM. HDPE @ 1% PITCH
14.20 14.00 ' - -
(1) Solid 4' Dia.
Manhole
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
ROOF STORMWATER SYSTEM - PROFILE
PROPOSED 4" PVC
NOT TO SCALE
30' x 24' x 4' Leaching Facility
(6) Pits surrounded by stone
see Road Leaching Facility Layout detail
(6) 600 Gallon
Leaching Pits (6'x4')
USE H-20
AS MANUFACTURED BY SHOREY OR EQUAL
PROPOSED DOWNSPOUT
(SEE ARCHITECTURAL PLANS
FOR DETAILS AND LOCATIONS)
ADS DOWNSPOUT ADAPTER
FINISH GRADE
MINIMUM 0% PITCH
4" PVC PIPE TO LEACHING
LIMIT OF WORK DETAIL
NOT TO SCALE
2" x 2" WOODEN STAKES,
SPACED 10' APART ON -CENTER
MAX. 3" HEIGHT
DIA, STRAW WATTLE
FLOW DIRECTION
PICAL
1.) EROSION CONTROL BARRIER SHALL BE MADE UP OF A 9" DIAMETER STRAW WATTLE INSTALLED
PERTHE MANUFACTURERS SPECIFICATIONS.
2.) CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING EROSION/ RUNOFF DURING
CONSTRUCTION,
3.) EROSION CONTROL BARRIER SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION
WORK.
f— FILTER FABRIC
3/4"-1-1/2" NATIVE STONE
ROAD STORMWATER SYSTEM LEACHING FACILITY LAYOUT
SCALE: 1"=10'
ROOF STORMWATER SYSTEM -
LEACHING FACILITY LAYOUT (TYPICAL
JOHN M.
O'REILLY
CIVIL
NO. 3a200
SCALE: 1"=10'
7' x 7' x 4' Leaching Facility
(1) Leach Chamber surrounded
by 1.5' of stone (Typical)
G:\AAJobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg
CLEAN -OUT DETAILS
NOT TO SCALE
SEWER SERVICE CONNECTION
NOT TO SCALE
TYPICAL PRECAST CONCRETE SEWER MANHOLE
NOT TO SCALE
6" THICK 3000 PSI CONC,
PAD RING,12" WIDE, TYP,
FINISH GRADE
- F .. I • r — 6"THICN
PAD RIN(
' �' o COMPACTED Via,., u
CRUSHED STONE
3/4" MAX. STONE SIZE 4 i 1
3/4" MAX.
6" DIA, PVC
SERVICE
FLOW
SERVICE CLEANOUT
NOTES: CLEANOUT MATERIALSi
14 SERVICE CLEAN -OUTS) TO O FRAME AND COVER
BE INSTALLED AS SHOWN ON SEE NOTE 2
PLANS. O PVC ADAPTERS AS REQUIRED
2, FRAME AND COVER TO BE H2O CAST IRON AND O 6" DIA. PVC WYE FITTING
INSTALLED FLUSH IN TRAFFIC
AREAS AND SIDEWALKS, ® 6" DIA. PVC 45°ELBOW
WITHIN 4" OF FINISH GRADE
IN NON -TRAFFIC AREAS,
6" WYE CONNECTION WITH
6" DIA, SEWER (C)
INV 15,10
SEE SEWER SERVICE CONNECTION DETAIL
25
CLEANOUT
6" TO 4"
ECCENTRIC REDUCER
SEE DETAILS 20
4" DIA, PVCJ
BUILDING SEWER (A) 15
INV 1930
8" SDR 35 PVC SLEEVE AT
WATER / SEWER CROSSING
SEE DETAIL 10
6" DIA. SEWER (B)
INV IN 15,70
12" DIA, DRAINAGE PIPE
INV 1430 @ CROSSING
5
4" FLEXIBLE COUPLING
6" DIA. SDR 35 PVC FERNCO OR APPROVED EQUAL
A V MIN.LENGTH A
4" DIA. PVC
o BUILDING SEWER
6" TO 4" PVC ECCENTRIC
6" DIA, SDR 35 PVC 6" DIA. SDR 35 PVC REDUCER COUPLING
450 SWEEP OR
ROTATE AS REQUIRED
\-6" DIA. SDR 35 PVC WYE
ALIGN AND ROTATE AS NEEDED
PVC Loci
PLAN
DROP INLET WITH CLEANOUT
6" WYE CONNECTION WITH
6" DIA. SEWER (D)
P15,00
ROPOSED GRADE INV SEWS
I SEE SEWER SERVICE CONNECTION DETAIL
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6" DIA. SEWER(E) SEWER PROFILE- (MAIN) (A)
INV IN 14.60 HORIZONTAL SCALE: V=40'
VERTICAL SCALE: 1"=4'
(2) CLEANOUTS � z-
6" TO 4"
ECCENTRIC REDUCER —�
SEE DETAILS 2(
4" DIA, PVC
BUILDING SEWER (C)
INV 18,00
79LF
6" DIA,
@ 3,50%
8" SDR 35 PVC SLEEVE AT
WATER / SEWER CROSSING
SEE DETAIL
12" DIA. DRAINAGE PIPE
INV 14,20 @ CROSSING
6" WYE CONNECTION WITH
6" DIA, SEWER (MAIN)
INV 15,1±
SEE SEWER SERVICE
CONNECTION DETAIL
C6
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HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
25
20
15
10
5
2'
21
1!
11
DDnOnCCM r-DAMC
0+50 0+00
SEWER PROFILE- (D)
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
6" DIA. SDR 35 PVC 45" SWEEP
OR ROTATE AS REQUIRED
6" DIA. SDR 35 PVC WYE
ALIGN AND ROTATE AS NEEDED
6" DIA. SDR 35 PVC
25 25
(2) CLEANOUTS
6" TO 4"
ECCENTRIC REDUCER
SEE DETAILS
20 6" WYE CONNECTION WITH 20
6" DIA. SEWER (F)
INV 10.10
SEE SEWER SERVICE CONNECTION DETAIL
4" DIA. PVC
BUILDING SEWER (A)
15 INV 17,00 15
51LF�
EXISTING 8" DIA, 6" DIA,
SEWER STUB TO MAIN @ 2.50%
INV 9,00±
10 8" SDR 35 PVC SLEEVE ATE 10
WATER / SEWER CROSSING
SEE DETAIL /
6" DIA. SEWER(A)
INV IN 1530
5
BUILDING SEWER
ELEVATION SCHEDULE
BUILDING SEWER EXIT INVERT EL
A
19,30
B
17,00
C
18,00
D
17,00
E
17,00
OD
25
6" DIA. SEWER (E)
INV IN 14,60�
CLEANOUTS
TO 4" 20
:CENTRIC REDUCER
:E DETAILS
DIA. PVC
IILDING SEWER (D)
V 17,00 15
LF
DIA,
4,00%
WYE CONNECTION WITH
DIA. SEWER (MAIN)
V 15,0±
E SEWER SERVICE
)NNECTION DETAIL
10
G
PROPOSED GRADE
+
SECTION A -A
PROPOSED GRADE
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SEWER PROFILE- (E)
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
01-00 0+50
SEWER PROFILE- (B)
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
25
�CLEANOUT
DIA. SDR 35 PVC
MIN, LENGTH
4" FLEXIBLE COUPLING
FERNCO OR APPROVED EQUAL
25
20
15
Wei
5
EXISTING 4" DIA,
BUILDING SEWER
6" TO 4" PVC ECCENTRIC
REDUCER COUPLING
25
20 20
6" TO 4" 6" TO 4"
ECCENTRIC REDUCER ECCENTRIC REDUCER
SEE DETAILS SEE DETAILS
4" DIA, PVC
BUILDING SEWER (E) 4" DIA. PVC
INV 17,00 BUILDING SEWER (F)
15 INV 14,00 15
55LF 1SLF
6" DIA,
@ 4,00% @ 2,00%
DROPINLET�
10 INV 1348± 10
6" WYE CONNECTION WITH1
611 DIA. SEWER (MAIN)
INV 10,1±
SEE SEWER SERVICE
CONNECTION DETAIL
5 5
04
FINISH GRADE
STANDARD CAST IRON SEWER MANHOLE FRAME & COVER,
MORTAR
ADJUST TO GRADE
WITH RED BRICK, J .
(2 COURSES MINIMUM,
12" MAX, HEIGHT) 28"
PRECAST REINFORCED 4'
CONCRETE CONE 6" I12MAX. 61
PRECAST REINFORCED CONCRETE
COMPRESSED FILLER f • •, RISER SECTIONS AS REQUIRED
ALLJOINTS MULTIPLES OF 1', 2', To 4', 5' & 6'
4'-0" DIAMETER
If
If
Sol, •51,
ALUMINUM MANHOLE STEPS
SHALL BE CONTI N UOUS TO BOTTOM
PROPOSED GRADE
-(2) CLEANOUTS
RED BRICK OR RED BRICK TABLE
off
12" MIN, „ 6„
�.
T' IIf
�p
6"MIN. LEDGE EARTH UNDISTURBED MATERIAL
25
20
15
— TO SIIH 04
10
5
CRUSHED STONE AGAINST
EXISTING MATERIAL,
1-1/2" MAX. STONE SIZE
TYPICAL WATER CROSSING
NOT TO SCALE
GROUND SURFACE
NOTEi WHEN THE CROSSING AS SHOWN 15 LESS THAN 18" VERTICAL CLEARANCE, THE UTILITY BEING
INSTALLED MUST BE SLEEVED 10' ON BOTH SIDES OF THE CROSSING WITH SDR35 PVC PIPE. IF THE
SEWER MAIN ORSERVICE CROSSES ABOVE THE WATERMAIN OR SERVICE, AGAIN THE UTILITY BEING
INSTALLED MUST BE SLEEVED 10' ON BOTH SIDES OF THE CROSSING WITH SDR35 PVC PIPE.
0+00 0+50 JOHN M.
o O'REILLY
SEWER PROFILE- (F)0 CIVIL
HORIZONTAL SCALE: 1"=40' �STEa
VERTICAL SCALE: 1"=4' AL Ey(
►��.+•
G;\AAJobs\Habitat\9489-1121 Route 28 S, Yarmouth\dwg\9489.ZBA Site Plans.dwg
IT (TYR)
REVISED 7/28/2026: ALTERED DWELLING LAYOUTS ON LOTS 4 AND 5; ADDED
EXISTING TREES TO BE PRESERVED; ADDED SPOT GRADES AROUND
DWELLINGS.
Habitat for Humanity of Cape Cod, Inc.
411 Main Street, Suite 6, Yarmouthport, MA 02675
DETAILS- SEWER
1121B ROUTE 28, S, YARMOUTH, MA
0 J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
1573 Main Street — Route BA
P.O. Boa 1773
(508)896, 1 Office Brewster, MA 02631 (508)898-8802 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
5/26/2026 As Noted RFR JMO JMO-9489
/ 0 20 40 60
SCALE
G:\AAlobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg