HomeMy WebLinkAbout367 Route 28 Site Plan 3v
T.F. EL 14.00±
6" OF GRADE 9" MIN. COVER OVER S/T
U " 14
TEE 10TEE
1500 GAL H-10 17L
23' AT 1.5% SEPTIC TANK
4"SCH40 PVC 4' LIO. LEVEL GAS
ACME OR EQUAL BAFFLE
0
WM
(SLEEVE AT
WATERMAIN) 6" GRAVEL & MECH.
COMPACTION
ISCAPE TIMBER WALL
15' MIN.
CONNECT ENDS OF PIPES WITH 3" SCH40 PVC AND VENT
SCHOOL (NO CAFETERIA): 5 GPD/PERSON
220"2007= 440GAL. RED. : USE EXISTING 1000
EXISTING 4' X 3.1'
44 PERSONS
= 44(5) = 220 GPD
LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER
NEW PAVEMENT OVER LEACHING
18' X 38' LEACHING FIELD BRACE WITH P.T, �4"X4" POST
DISPOSAL ALLOWED
CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) =
115.2 GPD
FREESTANDING
BREAKOUT EL. 11.76'
= 128 GPD
SYSTEM 2:
STAINLESS STEEL STRAP AND SCREE
TOTAL: 243 GPD > 220 GPD D.K.
ELEMENTARY
SCHOOL (NO CAFETERIA): 5 GPD/PERSON
SIGN TO BE
S/T (MIN. ALLOWED)
43 PERSONS
SEE PAVEMENT SECTION
SEE CROSS SECTION
38' LEACHING BED- 684 SF
NO GARBAGE
DISPOSAL ALLOWED
RESTORED &
2T AT 1%
eAZA4a
RE -LETTERED
11.5
4"0SCH80(GREY) PVC
GRADE RAISED OVER PIPE
� �
INV. 1 1.55'
INN'S. 11.38
----"- 3"0SCH40 PVC AT 0.005 FT./FT.
- _-.__-
---------� --
_..
_._-.__.
-----
_
LEVEL 1ST 2'
TITLE ORIFICES IN BOTTOM.
BOTTOM REMOVAL
L MAY VARY AS
-
BOTTOM OF B LAYER VARIES (Y"±)
1Ft
..
H-20 D -BOX ON 12" COMPACTED GRAVEL
HEALTH DPT. TO INSPECT REMO',AL
5'
4"H-20 F&C SET ON CONCRETE DISK POURED
ADJ. WATER Et.. 5.64'
REMOVAL
SIGN DETAIL
AROUND D -BOX AND PIPES,
N.T.S.
ACME D65 H-20 OR EQUAL
_
DJ. WATER EL. 5.64'
- OBSV. WATER EL. 4.1
TBM: HYDRANT TAG BOLT /j 111
•
EL. 16.17 NGVD
APPROX. SCALE: 1" = 5' HORIZ. & VERTICAL
SEE PAVEMENT CROSS SECTION
9" MIN. COVER
6' O.C.
MIRAFI i
2"PEASTI
Le e° v o 0 0°0 0 0°0 0 0°0 o°o°e o 0 0 0°000°c
0 o°o°o°o°o°o°o°o°o°o°o°o°°Oo°o°°Oo°o°ao°oaooa
°Oo°o°°Oo°o°o°o o°o°o°o°o°o°a°e°o°a°o°o°o°ooeo.e00000a
3.OSCH40 PVC -9" TOTAL OF .75" - 1.5" STONE
WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY
CONNECT ENDS AND VENT
NOT TO SCALE
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.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29.
4. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF
UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH
FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED
WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3).
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN 15 FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON - SITE.
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. OWNERS E14GINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
+I
0
n
;OMPACT BACKFILL
SEE PAVEMENT SECTION
EL, 11.76 TO 11.56
<(j 2"
13" INV, EL. 11.34 TO 11.14
0
EL. 10.84 TO 10.54'
4" OF 1/8"-1/2" DOUBLE WASHED STONE OVER FABRIC
MIRAFI 140 N FABRIC AS SHOWN (OVERLAP 12")
UNDISTURBED
EARTH
3/4"-1-1/2" WASHED STONE
3.0'±
STORM WATERTRENCH SEC
D
SEPTIC SYSTEM DESIGN DATA
14,
OU T `� NORTH ROAD
45'Sr
NrGH p
5' REMOVAL REQUIRED 30"± DEEP �}.'� � Wqr V
LA
TO BOTTOM B LAYER +a�+' ypUT EXISTING GRANITE CURB
1" TOPCOAT TYPE IDPW HEALTH DEPT. TO INSPECT VLf N %. 8j•8�j AT SIDEWALK (TYP.) OVERHEAD ELECTRIC
GRASS-ISLAND28 00" bV 0
2" BINDER
p0p 00 0 00 000 00 o00p 0p00 // �riti� ,� -----^ \`� ___ B LIN �> EXISTING SIGN
O 000000 0000000 00 j' ,il Le - / -�13 C `SEE DETAIL ABOVE
Ex-11TH=Fi°< 1
,n>�`4% '� m D -BOX TREE _
4" DENSE GRADED CRUSHED STONE 14. / j �G ' �
MDPW M2,01.7 VIB. ROLLER COMPACTED 18 38' LEACHING S� PROP. 600 GAL
)� F� �' C' 9
NOT TO SCALE -
PARKING CALCULATIONS:
USE: P-7 AS DET. ADEQUATE BY BLDG. INSP. & SPR:
12 EMPLOYEES MAX SHIFT + 3 VISITORS = 15 REO.
16 SPACES PROVIDED. (INCL. 1 HCP)
DRAINAGE CALCULATIONS:
DRAINAGE AREA : 3069 SF, 25 YR STORM
RATIONAL METHOD Q=CIA = 0.95(4.50)(3069/43560)(448.8)=135 GPM
AREA DRAIN 6'X5'ry a 2.05 QT
(ROPOSED -SYSTEM) H -20O -Z M-20 FF&G�LTON 1 \\ �_ -- �4 79g0., G
W
SECTION -¢/ W'CUT EXIST, PAVEMENT AS REO.
MATCH EXISTING GRADES / 12'6 \ APPROX. 12'52 E. SET
2' WAT€RLINE G S LINE 2 GRASS AREA ( )
/ 0, -..4 TYP.
EXIST. SPRUCE 0J / O I ) 2 2 UFFE-R- .�
�\ ., LANDSCAPE TIE PLANTER q>p
AROUND 1500 GAL S/T ;,� ' - VC EXIST. ED E PAVE`.` �?
q Z / / c TOP OF WALL EL. 14.2' O O �-
\\05 to359 w //
a
5
RpG o�Q �
LOCUS
3
v� .
O�
\� v
LOCUS MAP
SCALE 1" = 1000'
ASSESSORS MAP 30 PCL 21
PLAN REF. PB 257 PG 19
DB 1649 PG 69
ZONING DISTRICT: B2
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 70%
GROUNDWATER OVERLAY DISTRICT: NONE
FLOODZONE: B & A9 (YAR. PANEL 5)
EXISTING USE: H-11 MISC. RETAIL STORC
PROPOSED USE: P-7 DAY CARE FACILITY
P-1 EDUCATIONAL INSTITUTION
LOT SIZE: 62,241 SF± (1.43 AC ±1
(2p• EXISTING IMPERVIOUS COVERAGE: 16,632 SF =274"
PROPOSED j �/ ZE M�¢4 �`� 0 % PROPOSED INVERT\ 2j j PROPOSED IMPERVIOUS COVERAGE: 15,497 SF 257,
o r EL' 12.42' / 19 BUILDING COVERAGE: 3946SF 6%
DRAINAGE TRENCH oo , '� J
/ o RESTRIPE PAR ONG Rq C1 Q" PR VIDE 6" COVER MIN,
3'X3'X75' LOT AS SHOW I /.` •O i e= vO B
oar eti EXISTING / // o. ZONE a9 (EL•1o}
EXISTING EDGE PAVEMENT 7 4 / v �/ / 6" LOAM & SEED DISTURBED AR'Br.
\• 11.54 00 ^� 4v�\ 3946 SF FOOTPRI T % -- -
(TYP.)
p0 /'-`� EXISTING LOADING DOCK AND SEE PAVEMENT CROSS SECTION
/ PAVEMENT TO BE REMOVED 8" H-20 F&G EL. 12.1
`♦` i a / / i 6" LOAM & SEED AREA.
/\ PLANTINGS / �, ib, `� / q7
/,,IN
IN FRONT OF FENCE j /TOP FOUNDATION /� P' 44/0
PROP. 600 GAL ADJUSTING BLOCKS/H-20 RISER
J' TOP STRUCTURE
/ �'
135 GPM/0.7GPM/SF=193 SF REQUIRED � \ / EL. 14.01 � � � AREA DRAIN 6'XM1' MORTAR ALL COMPONENTS
1 ,
USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K. \"°ss• \ WATER % / FIRST FLR� ,� �/ a H-20 W/ 2' STONE I EL 111 (TYP.)
DRAINAGE AREA = 3120 SF, 25 YR STORM \ TH1 _ �. - Et: 15.2± I I CONC. COVER 6" BELOW GRADE \
O / , N
S
F
3' CRAWLSPACE / TOP STRUCTURE EL.=10.5'
4
MII
RATIONAL METHOD O=CIA - 0.95(4.50)(3120/43560)(448.6)=137 GPM / \ 10 76 1�7). -- -- -- '- _ - �' " N. '. 'TOE
USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K.
137 GPM/OJGPM/SF=196 SF REQUIRED 10 6 4"OSCH-40 PVC AT 2% MIN. - o°o°° AND M f TONE
/ t 1091 og / ? FROM ROOF DRAINS FABRIC OVEP 'TONE
DRAINAGE AREA = 14,027 SF, 25 YR STORM ( V QJG /' O MAP 30 PCL 20 �� 0 5'-020X 6'0 ° °° oo,
ROppF//PVT = 9027 SF, GRASS = 5000 SF CN=0.74 APPR X. TREELINE _ [[ o l>
RA NAL METHOD O=CIA = 0,74(4.50)(14027/43560)(448.8)=481 GPM t \\ _ /0 4c4 �e e TERRI L. NOYES - i REMOVE FILL & ;oo°o °°°° I o o
/ 2" WATER MAIN OLD TOP & SUBSOIL $o noo o 600 CAL.
481 GPM/0.7GPM/SF=668 SF REQUIRED / TH2 ` `S S // FOR 5' MIN. o ° ro LEACHPIT
USE 75' X 3' X' 3' LEP, HING TRENCH = 693 SF O.K. ]U.(i / / EXISTING PAVEMENT°°°°°a °o <
Or / I \._ " / / AROUND STONE °o I SHOREY OR EQUAL
1 i (TO BE REMOVED) I REPLACE WITH
WCLEAN -ANI-
a
FENCED PLAYGROUND
PROPOSED FENCE I,
(WOOD FENCE AGAINST PARKING) / \ AROUND HVAC UNITS I
/ EARTH MOU S �.� AVS, DXIBOXG / _ _ _ _ _ _ _ _ _ ._. _ _ _ _ _ �__ DOUBLE 3/4 -
WASHED STONE_ _ _ _ _ __ _
EXISTING CLURING 2' MIN. AROUND PIT - --
THIS AREA \\\ TO BE LOAMEO & SEEDED \� \ /'�`�
MAP 3D PGL 22 2 AREA DRAIN SECT
- WEST YARMOUTH MA HOTEL LTD. �\ / (TO BE CL APED ' � \ ION
UTILITY POLE FLAGSHIP MOTEL / AND LEVELED) \\ \ 11.4
EXISTING TITLE ��� 7 _
.EXIST. OR PROP. x. " 1, ( SEPTIC SYSTEM
/. J NOT TO SCALE
6 39
TO REMAIN)
2" BUFFER TREE FLAG A�� ra V / ��/ (SYSTEM 1 /
(,TO
` 1' •� / PROP _--FE. ED PLAYGROUND / �O CEMENT BOUND
5' CHAIN LINK FENCING EXISTING 8'X4'FLOW DIFFUSER W/ 4 -STONE j / �FOUND T
IT ENGINEER; ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS
\/ DOWN. CAPE ENGINEERING
O DRAINAGE MANHOLE \. (. / � � � SILT FENCE AT 36' /�\ _.. _4 / T DOWN CAPE Et1GINEEP.ING
\ ` OFF 'vYETLAND A5: SHOWN DIST. 1000 GAL�f - - - i / t� BOH: BRUCE MURPHY, R5, CHO BOH: BRUCE MURPHY, RS, CHO
1 \ / -- - --' - `S EXCV. BORTOLOTTI CONST. EXCV. 80P,TOLOTTI CONST.
C- GUY WIRE \ / _ i (� DATE: 2-3-99 2 PM DATE: 2-3-00 2 PM
® MONITORING WELL `\ \ \ ,. _ b 10.54 - - / tr//4�'04--0 0-9" A SANDY LOAM 10YR3/2 0-9' A SANDY LOAM t0YR3/2
� TRAV11.24 I (f1LLE0 -` / h 9-24" B LOAMY SAND 10YR6/8 9-24" B LOAMY SAND 10YR6/8
809 STAKES ,�`�- -_�10 /� 24-36" Cl MED. SAND 2.5Y6/6 24-36" Cl MED. SAND 2.5Y6/6
® CATCH BASIN �LAG� ,(10.91 '
O / B/ \` `F0`E_� - - Z� ^� / jY / t�, 36-120" C2 M/C SAND 2.5Y 6/4 36-120' C2 M/C SAND 2.5Y 6/4
GAS GATE
LIGHT POLE
0T TELEPHONE MH
S
U WATER GATE
8.71 - EXIST. ELEV.
SYSTEM is (EXISTING TITLE 5 SYSTEM)
SEPTIC TANK:
ELEMENTARY
SCHOOL (NO CAFETERIA): 5 GPD/PERSON
220"2007= 440GAL. RED. : USE EXISTING 1000
GAL S/T.
44 PERSONS
= 44(5) = 220 GPD
LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER
WITH 4' STONE ENDS, 2' SIDES
NO GARBAGE
DISPOSAL ALLOWED
CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) =
115.2 GPD
BOTTOM: 16' X 8' -128 SF(1.0)
= 128 GPD
SYSTEM 2:
(PROPOSED TITLE 5 SYSTEM)
TOTAL: 243 GPD > 220 GPD D.K.
ELEMENTARY
SCHOOL (NO CAFETERIA): 5 GPD/PERSON
SEPTIC TANK:
490.2007= 980GAL. REO. : USE 1500 GAL. H-10
S/T (MIN. ALLOWED)
43 PERSONS
(+55. FUTURE) - 98(5) - 490 GPD
LEACHING: 490/0.74= 662 SF REO. USE A 18'X
38' LEACHING BED- 684 SF
NO GARBAGE
DISPOSAL ALLOWED
CAPACITY: 684 SF (,74 GPD/SF) = 506 GPD >
490 O.K.
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
400
•6g
/ CO
EL.
EL. 10.6A 0" EL. 10.6 0"
MAP 30 PCL 19 9" A 9"
7.48 CO �\� ALFRED F. ANTHONY 0. B
J�Q /
1J(5 y4 .7.43 ,vi N 4 / EL. 8.6 24" D_- 8.6 24"
6.33 \1 Jm ADJUSTED EL. 76 36" EL 7.6 36 NOTE: REMOVAL DEPTH MAY VA1Y
RY CONTACTS:
ADJUSTED
WATER EL. 5.64 l ('TOP PERC 24 GAL POURED WATER. EL. 5.64' • AS B LAYER DEPTH VARIES WITH APPLICANT: CAPE COD CHILD DEVELOP- NIT PRO,
BVW LOCATION , �,, - LJ AT 56" 7 MINUTES ORIGINAL GROUND SURFACE ATTN: ANNE SCOTT 775-6240
1 fGEJ " 6.50 \ C2 <2 MIN./IN. C2 83 PEARL STREET
2-10-99 FLAGS 1 - 5 i' qr�0 � / ADJUSTED 1.54' ADJUSTED 1.54' HYANNIS, MA 02601-3937
XNO #1 '�.� /
I i'� ORO - GROUND WATER AT 78" 0
EL. 4.10 _
- EL 4.10 GROU D WATER AT 78" 47 TA H. AN OD I
�3 v' �N¢ ��` OWNER: JOHN H. ANNESSI
MIW-29JAN 99 LEVEL 9.2 W. YARMOUTH, MA 02673
/ ZONE A 2.3' ADJ X(2/3) = 1.54' (SELLING PROPERTY TO CCCDEV,)
/ PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENC. INC. 36< '541
/ EL 0.6 120" EL. 0.6 120"
_ MAP 3PCL 21 TEST HOLE LOGS
.JOHN. H.. ANNESSI /
\ 1.43 AC. ± / I
i
s 3jd0,0 E /�
OS /
N
f
B
MAP 30 PCL 18
PATRICK J. RIDGE
3-8-99
DATE
S.
SITE PLAN
OF LAND IN
( WEST) YARMOUTH, MA
PREPARED FOR
CAPE COD CHILD DEVELOPMENT PROGRAM, INC
367 ROUTE 28
WEST YARMOUTH, MA 02673
SCALE: 1"=20' DATE: 3-8-99
20 0 20 40 60 Feet