HomeMy WebLinkAbout367 Route 28 Site Plan 4n
CONC.
T.F. EL 14.00±
6" OF GRADE 9" MIN. COVER OVER S/T
LANDSCAPE TIMBER WA
/ 12.0T10 u TEE 1500 GAL H-10 TEEIL
i" 23' AT 1.5% SEPTIC TANK
4"SCH40 PVC 4' LIQ. LEVEL GAS
ACME OR EQUAL BAFFLE
0
(SLEEVE AT • .:..• ;. : -,.. , . _
WATERMAIN) 6" GRAVEL & MECH.
COMPACTION
27' AT 1%
4"OSCH80(GREY) PVC
GRADE RAISED OVER PIPE
APPROX. SCALE: 1" - 5' HORIZ. & VERTICAL
SEE PAVEMENT CROSS SECTION
MIRAFI 140N FABRIC OVER STONE
15' MIN.
NEW PAVEMENT OVER LEACHING
11_76' SEE PAVEMENT SECTION
1,76
INV. 11.55'
.1.,,g. 10.84'__------- -_-
INV'S. 11.38 -- -- 3"OSCH40 PVC AT 0.005 FT./
LEVEL 1ST 2' TITLE 5 ORIFICES IN BOTTOM -
H -20 D -BOX ON 12" COMPACTED GRAVEL
4"H-20 F&C SET ON CONCRETE DISK POURED
AROUND D -BOX AND PIPES.
ACME 085 H-20 OR EQUAL
DJ. WATER EL. 5.64'
OBSV. WATER EL. 4.1
SEE PAVEMENT SECTION
EL. 11.76 TO 11.56
°o°o . 11.34 TO 11.14
EL
0000e 000000000000000000000°000000O°°000.000poo 000000
1 1" °°0000 00 00000 oa000000000e0000000eoe° 00000000,0000a000000�o°000°oa
eie'oo°o o°O°00000000°0000 a°°o°°o°°o°Oo°°oo°o°°a°000 o°O°a°;aoo ov000'Oo°o°o°vo°o' 6"
0 0 0 0 0 o 0 00 000 00 0 0 o I ELI 10.84 TO 10.64'
o°o°000o°0°o°0°a°o°oa
3"OSCH40 PVC 9" TOTAL OF .75" - 1.5" STONE
WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY
CONNECT ENDS AND VENT
LEACHING FIELD SECTION
NQ
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 IS 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 ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
4" OF 1/8"-1/2" DOUBLE WASHED STONE OVER FABRIC
MIRAFI 140 N FABRIC AS SHOWN (OVERLAP 12")
77
����.'..
T'l o°o 0000°0°0°0°0 0 o Z•
0 0 0000ao0o0o0 o c o AY i
UNDISTURBED
EARTH
✓�;'� G�� �'�TY�a �y .� .> 3/4"-1-1/2" WASHED STONE
3.0'±
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
CONNECT ENDS OF PIPES WITH 3" SCH40 PVC AND MEN
18' X 38' LEACHING FIELD BRACE WITH P.T. 4"X4" POST
STAINLESS STEEL STRYR AND SCREEN
SEE CROSS SECTION
BOTTOM REMOVAL MAY VARY AS
BOTTOM OF B LAYER VARIES (30"±)
HEALTH DPT. TO INSPECT REMOVAL
ADJ. WATER EL. 5.64
5'
5'
REMOVAL
EXISTING 4' X 3.1
FREESTANDING
SIGN TO BE
RESTORED &
;MR RE -LETTERED
SIGN DETAIL
N.T.S.
TBM: HYDRANT TAG BOLT # 111
EL 16,17 NOVO
NORTH ROAD
H�8
5' REMOVAL REQUIRED 30"± DEEP *_� ! G WAY LAY
TO BOTTOM B LAYER w ' `8 OUT EXISTING GRANITE CURB OVERHEAD ELECTRIC
1" TOPCOAT MASS DPW HEALTH DEPT. TO INSPECT VE !.�` N 702 %83 AT SIDEWALK (TYP.) \
TYPE 11 GRASS --ISLAND 8 00° G
2" BINDER
UND r; EXISTING SIGN
00-00000000p O000000000p00 ;/' "t'(�' �.---'1.3- SEE DETAIL ABOVE
0000000000 0000000 00 �� )J ;' / EXI G '
14 /' 7- _ _ / '° D -BOX TREE . _ �-
a" DENSE GRADED CRUSHED STONE / j \ `
MDPW M2.01.7 VIE. ROLLER COMPACTED 18' )/ �8' LEACHING b `f / Sc PROP, 600 GAL. ` 92.0 O
.jam-�/ 'Y� AREA DRAIN 6'XS' N D 5
•SEPTIC SYSTEM`2 0 H -20 'N/-2' ED. S
STONE "? * �'- .._ �N 74'1g,
..,. j/ (PROPOSSYSTEM) Fo H-20 F&GL. 1 N v '-__....-'-- 40" w G
�+/ WCUM,,TCH TEXIST EXISTINGREO. bC 12 6 APPROX. 1252 E
PAVEMENT CROSS SECTION s ,/ 2" GRASS AR
WXTRRLINE EA
NOT TO SCALE OA / -----. i ,1 ` ` 5 LINE OF (TYP.)
v _ ?Q'
O 1` FfRS"
�\ EXIST. SPRUCE 0J LAI.DSCAPE TIE PLANTER ?%/�VL� 2 EX15T. ED E PAVE 4 Y3
0 p ti APOUND 1500 GAL S/T
p i I / Um TG' OF WAIL EL. 14.2' oM p
\w mro L 6. .9'
PINKING CALCULATIONS:
USE: P-7 AS DET. ADEOUATE BY BLDG. INSP. & SPR:
12 EMPLOYEES MAX SHIFT + 3 VISITORS = 15 REQ.
16 SPACES PROVIDED. (INCL. 1 HCP)
/ 1
PROPOSED `� / /?O 4e/ 2P �'� 0 111,
PROPOSED INVERT\ /
STORM WATER / TYR. - 'vJ �'
DRAINAGE TRENCH / r EL.' 12.42'
/ SIZE o /
/ / RESTRIPE PARKING 7 ?U OQ PROVIDE 6" COVER MIN! B
3'X3'X75'� ® LOT AS SHOWN
EXISTING �' .: 2014E A9 `EL
T EXISTING EDGE PAVEMENT 7 4 /' BUILDING
(( 00 A, Q"� 3946 SF FOOTPRINT
11.54 L ,\
EXISTING LOADING DOCK AND UO AO / ` �' // PAVEMENT TO BE REMOVED
DRAINAGE CALCULATIONS: 6" LOAM & SEED AREA.
/\ •\ PLANTINGS / / ''b• / / �� O
DRAINAGE AREA = 3069 SF, 25 YR STORM 1 �,;:, IN FRONT OF FENCE i /TOP FOUNDATION f � � �' '/ J44� PROP. 600 GAL
RATIONAL METHOD O=CIA = 0.95(4.50)(3069/43560)(448.8)=135 GPM / / 0 AREA DRAIN 6'X4'
\ EL. 14.0± i' i
135 GFM/0.7GPM/SF=193 SF REQUIRED / O
WATER / FIRST FLR:" j Y, h� H-20 W/ 2' STONE
USE 6'x5' LPIT w/ 2' STONE = 204 SF O.K. II \ �,,. ATE ii
/ 1 Z_ -EE 15.2± I I/ CONC. COVER 6" BELOW GRADE
DRAINAGE AREA = 3120 SF, 25 7R STORM \ TH1 /
O / 3' CRAWLSPACE / TOP STRUCTURE EL=10.5'
F.Al10FJAL METHOD O=CIA = 0.95(4.50)(3120/43560)(448.8)=137 GPM 1 \ It :�_ _ „ -- �-
137 GPM/0.7GPM/SF=196 SF REQUIRED / ) 0 1 10.76
USE 6'X5' LEFT W/ 2' STONE = 204 SF O.K. / f 10,94 / J� U � / � O
J / MAP 30 PCL 20
..
DAINAGE AREA _ - 14,027 SF 25 YR STORM l
IPPR X. TR[EUNE ( U °Q
ROOF/PVT = 9027 SF', GRASS = 5000 SF CN -0.74 _. i0 48 �Q tr / TERRI L. NOYES
PATI NA VETH Q=CIA = 0-74(4.50)(14027/43560)(448.8)=481 PM \ 2" WATER MAfN •,5• /
6 L QD o cG s /
481 GPM/O.7GPM/SF=668 SF REQUIRED 3 / I TH2 i / EXISTING PAVEMENT
USE 75' X 3' x 3' L.EACH'NG TRENCH = 693 SF O.K. / \ 10.6 /
�o o / \ Y �''-`' �.�_ \ 4) /_ ! \ (TO BE REMOVED)_.
CQ_.)
UTILITY POLE
ELEMENTARY
?
EXIST. OR PROP.
440GAL. REO.: USE EXISTING 1000
2- BUFFER TREE
r'
= 44(5) = 220 GPD
OD
DPAINAGE MANHOLE
C-
GUY WIRE
•''r•
M'„JITORING WELL
OCA
tiH BASIN
\�`
�',
GAS GATE
_ _ _
,C O _ _____________.____.__
LIGHT POLE.
0
TELEPHONE MH
5
4.Oo
M -TER GATE
TOTAL: 243 GPD > 2220 GPD OX.
SYSTEM 2:
8.71
E1ST, ELEV.
SYSTEM is (EXISTING- TITLE 5 SYSTEM)
SEPTIC TANK:
ELEMENTARY
SCHOOL (NO CAFETERIA): 5 GPD/PERSON
220'2007=
440GAL. REO.: USE EXISTING 1000
GAL S/T.
44 PERSONS
= 44(5) = 220 GPD
LEACHING:
USE EXISTING 8' X 4' FLOW DIFFUSER
LITH 4' STONE ENDS, 2' SOES
NO GARBAGE
DISPOSAL ALLOWED
CAPACITY:
SIDEWALL (16+8)2(0.96)=46 (2.5) =
115.2 GPD
\�`
�',
�_ D -BOX
�
_ _ _
,C O _ _____________.____.__
BOTTOM: 16' X 8' =128 SF(I.0)
= 128 GSD
MAP 30 PCL 22 �2 /
i
THIS AREA
A �A
TOTAL: 243 GPD > 2220 GPD OX.
SYSTEM 2:
(PROPOSED TITLE 5 SYSTEM)
SEPTIC TANK:
WEST YARMOUTH MA HOTEL LTD. - /
ELEMENTARY
SCHOOL (NO CAFETERIA): 5 CPD/PERSON
490.200%=
980GAL. REQ.: 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 ISE (.74 GPD/SF) = 506 GPD >
490 O.K.
n
99-009
5
20
LOCUS
i
LOCUS MAP
SCALE 1" = 1000'
ASSESSORS MAP 30 PCL 21
PLAN REF. PB 257 PG 19
DB 1649 PG 69
ZONING DISTRICT: H2
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 STORE
PROPOSED USE: P-7 DAY CARE FACILITY
P-1 EDUCATIONAL INSTITUTION
LOT SIZE: 62,241 SF± (1.43 AC.±)
EXISTING IMPERVIOUS COVERAGE: 16,832 SF -277,
PROPOSED IMPERVIOUS COVERAGE: 15,497 SF = 25%
BUILDING COVERAGE:. 3946SF = 6%
6" LOAM & SEED DIST!'70ED ARE'"
(TYP.)
SEE PAVEMENT CROSS SECTION 8" H-20 F&G EL. 12.1
ADJUSTING BLOCKS/H-20 RI_S-.R 7+!
TOP STRUCTURE MORTAR ALL COMPONENTS i
EL. 11.1 (TYP.)
\ r00, °
4" MIN. Fi>'•STONE
I"OSCH-40 PVC AT 2% MIN. o AND MIRAFI 140NS I
FROM ROOF DRAINS o°n°°o°o o° °o°o°o FABRIC OVER '_"JNE 1
e 5'-0 X We °°0o�o0oa°o
H-20
� REMOVE FILL & 000Qooaoc p
OLD TOP & SUBSOIL o 0 0„ , 600 GAL.°
I FOR 5' MIN. ° 000 000i LEACHPIT
AROUND STONE •°< `rSHOREY OR EQUAL
1, REPLACE WITH
I I.LFMiV SYIVQ
V 1] �
N
FENCED PLAYGROUND I
(WOOD FENCE AGAINST PARKING)
1
PROPOSED FENCE
/ \ AROUND HVAC UNITS
\
/
/
/
e
EXISTING `
/
/ 1_
DOUBLE I {
EARTH MOUN65
\�`
�',
�_ D -BOX
�
_ _ _
,C O _ _____________.____.__
WASHED STONE _____________._..._____� I
MAP 30 PCL 22 �2 /
i
THIS AREA
A �A
EXISTING CLEARING; \ \
TO BE LOAMED & SEEDED�\"
I/
2' MIN. AROUND PIT �
WEST YARMOUTH MA HOTEL LTD. - /
(TO BE CLEARED
AND LEVELED)
A
\,\�, \ \
,
11.4 \�\ t•\ \•/
AREA
DRAIN SECTION
FLAGSHIP MOTEL /
O
�
S
I I 1 111
1 EXISTING TITLE 5 \_ •� /
NOT TO SCALE 1
SEPTIC SYSTEM `� / -
�% 6.39 0 �'Y� ��/ /� TO REMAIN �- / 9
FLAG
A� / �- _ ' (SYSTEM {(1)
/ PROPSED- i LACED PLAYGROUND / O % CEMENT BOUND
/
5' CHAIN LINK FENCING EXISi'NG 8'X4'FLOW DIFFUSER W/ 4'STONE ,i FOUND�P TENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. O,IALA P.E. PLS
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
SILT FENCE AT 36' BOH: BRUCE MURPHY, RS, CHO BOH: BRUCE MURPHY, RS, CHO
NEX,IST. 1000 GAL h
OFF WET_7__ AS: SHOWN
_/ o �4' EXCV. BORTOLOTTI CONST. EXCV. BOP.i0L0TTl CO16T.
` -- DATE: 2-3-99 2 PM DATE: 2-3-99 2 PM
\\'\ / \•��_�� O 10.54 /2-8 0-9" A SANDY LOAM 10YR3/2 0-9" A SANDY LOAM 10YR3/2
\ - pY>OT _ - / ,� 4 9-24" B LOAMY SAND 10YR6/8 9-24" B LOAMY SAND 10YR6/8
TRAV' -a (FILLED ��.- ��. / 24-36" Cl MED. SAND 2.5Y6/6 24-36" Cl MED. SAND 2.5Y6/6
FLAG�8.09-'�� STAKE _ 10,91 - C -� /'� � 36-720" C2 M/C SAND 2.5Y 6/4 36-120' C2 M/C SAND 2.5Y 6/4
B F �ro�E � t� / ry
El. 106 0" EL 10 6 0"
42�off 508-362-4541 64
fox 508 362-9880
A /
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
10
7.43
O
7.48 m
Q
M y4�
o�
6.33 \ , __ _ _ j m
BVW LOCATION ��� 5.<''` VfG ATfp 6.
2-10-99 FLAGS 1 - 5
1 ,\ ORO�V\NO N1
6.97
A`3
MAP 30 PCL 21
JOHN H. ANNESSI
1.43 AC. ±
\ / EMAP 30 PCL 19 A 9" A 9•
\ J/ ALFRED F. ANTHONY B g
EL. 8.6 24" EL. 8-6 24"
/ Ci Cl
EL. 7.6 - 36" EL 76 36 NOTE: REMO
ADJUSTED ADJUSTED
WATER EL. 5.64TOP
IJ
TOP PERC 24 GAL POURED WATER. EL. 5.64' AS B LAYER DEPTH VARIES WITH
IJ AT 56" 7 MINUTES ORIGINAL GROUND SURFACE
/ ADJUSTED 1.54' C2 <2 MIN./IN. ADJUSTED 1.54' C2
EL. 4.10 GROUND WATER AT 78" EL. 4.10
Ni \ GROU D WATER AT 78"
I
MIW-29 JAN 99 LEVEL 9.2
/ ZONE A 2.3' ADJ X(2/3) = 1.54'
- PER CONSULT. W/ HEALTH DPT.
.. / EL. 0.6 120" EL 06 J120"
TEST HOLE LOGS
8
MAP 30 PCL 18
PATRICK J. RIDGE
3-8-99
DATE
CONTACTS:
APPLICANT: CAPE COD CHILD DEVELOPt F PROGR
ATTN: ANNE SCOTT 775-6240
83 PEARL STREET
HYANNIS, MA 02601-3937
OWNER: JOHN H. ANNESSI
47 TANGLEWOOD RD.
W. YARMOUTH, MA 02673
(SELLING PROPERTY TO CCCDEV.)
ENGINEER: DOWN CAPE ENG. INC. 362- "11
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