HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 14I
i
NOTE: VERIFY IN FIELD THE ELEVATION
I OF THE D -BOX PRIOR TO ANY
- PLUMBING OR SEPTIC WORK ON SITE
I I
241D, CAST IRON COVERS
I AS SHOWN. MORTAR ALL COMPONENTS - PROVIDE NEW RISER TO GRADE
OVER D -BOX WITH LIGHT DUTY
SLAB=LFOUND.=. EL. 23.0 CAST IRON FRAME AND COVER
- NEW 24"CAST IRON COVE BLOCK UP D -BOX, 24"LD. RISER
• TO GRADE, MORTAR ALL COMPONENTS
3
LEACHING PIT
DESCRIPTION
10"
A
24"
TIE INTO EXISTING D -BOX.
STONE
•'1
4"$CH40 PVC
TEE
Sit
1500 GAL H-10
TEE
20.62
1'
STONE
121 AT 2%
6'X6' WITH
SEPTIC TANK
STONE
FROM ST1
1'
FROM
"
5'-B" LIQ. LEVEL
GAS
IN FROM KITCHEN SINKS
'
BUILDING 20.87
ACME
ACME OR EQUAL
BAFFLE:"
4"OSCH 40 PVC AT 1%
.
SEWER ONLY
0 0 0 0 0 0
20.25
t0"
to"
LEACHING PIT
DESCRIPTION
A
6'X6' WITH
2'
STONE
B
6'X6' WITH
2'
STONE
C
6'X5' WITH
1'
STONE
D
6'X6' WITH
V
STONE
T.F. = FFLR 6" GRAVEL & MECH.
ExISTING 20.08 EXISTING
• EL,
23.0 COMPACTION (TYP.).
VERIFY IN FIELD
PLACE SPEED LEVELERS IN ALL
PRIOR TO ANY
EXISTING OUTLET PIPES AND
-Ot
PLU'dBING OR
WATER TEST BOX FOR LEVEL.
C WORK ON
SITE
IN FROM KITCHEN SINKS
-
FULL
& DISHWASHER ONLY
BASEMENT
t0"
to"
TO ST,
KITCHEN
4"SCH4001.5%
TEE 1000 CAL H-10
AREA
INV. AT BLDG 21'39.
GREASE TRAP
ONLY
-
EL. 21.57
4' LIQ. LEVEL
21.14
EQUAL
',
GAS
',.
12"
-
BAFFLE
-
6" GRAVEL & MECH. COMPACTION
(NP.)
PARCEL
P.,
- NOTE: PITCH SIDEWALKS 1/8" PER FT. MIN..AWAY FROM BUILDING.
5% MAX. SLOPE WITHOUT RAMP (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
TYPE 11 BIT. ASPHALT
BINDER
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DAI . 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. Q=CW - 0.99(5.OIN/HR)(4312/43560)(448.8)/,7=315 SF
USE (1) 600 GAL LEACHPIT WITH 4' STONE - 374 SF
O.K.
8" PROCESSED GRAVEL � I
MDPW M1.03.1 VIB. ROLLER COMPACTED DRAINAGE AREA DA2 5400 SF PAVEMENT AREA, 25 YR STORM
RATIONAL METH. O=CIA - 0.95(4.81N/HR)(5400/47560)(448.8)/.7=362 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE 374 SF O.K.
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 957. MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER,
SIDAIALK CROSS SECTION
NOT. TO SCALE
PARCEL PS
PA CEL 14
+]8.53
\(led inLtrpyo 0 +18.2 \ �_
Ire
nCh
G \� +2oop\ z o0. Z-�`� -:_ \ (NAT NATURAL DRAINAG
N E 17 J E P TI C + n PROPOSED LTRATION AREA
C O IF P O N E N TS d _ A 4 LANDS APE ISAAANW l
EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE_ LTYp,
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT +18..32
NOT TO SCALE INTERVALS OF AT MUST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
LEGEND
O PO
X00
n�
TORFsr Osm�
QO ?OqD
N
2 SWA n o O LOCUS -
DON
z
3 z Q
_ p
�NII.LOW ST. X 4�0
m �
U /
NANTUCKET DUND /
LOCA'110N MAP
REMOVE EXISTING 14 PARKING SPACES +20.23 z,.. 7 ASSESSORS MAP 51 PCL 38
REMOVE EXISTING 2 PARKING SPACES 4' WIDE X 5' HIGH 100% EVERGREEN LOAM & SEED AREA, +2 .68 +2 - +20.25 -"�--. + 81 I 6 +15.75 (Olt) MAP 45, PARCEL P1 1) -
LOAM & SEED AREA, DENSELY PLANTED HEDGE AS REQUIRED. BUFFER PLANTINGS AS REQUIRED. r+1 _'� �I 6 BUILDING ZONE: RS -25, NOT IN ADD
MIN. LOT SIZE: 25,000 S.F,
BENCHMA K: w +20.16 V
CONC. BOUND FND MIN. FRONTAGE: 150' '
22. TO 20' WIDE WHERE REQ. 22.55 + y O -N +20.t6 \\,. T---' SETBACKS:
WIDEN ACCESS DRIVES
AT ELEV.
w-_`__.______ _
FRO
241.56 W \ 20. z I \.. \/� I) SIDE= 15'0
CATCH BASIN
�T UTILIfI' POLE
C> GUY {HIRE
I
LIGHT POST/ YARD LIGHT
yyp FIRE HYDRANT
FREESTANDING SIGN
w' EXISTING WATER LINE
PROPOSED WATER, LINE
• PROIOSED ACCESS COVER
ED�E OF PAVE NO BERM
,G-'• GAS) LINE
�'G° 41A' �R rATE
+2185 EXISLTJNIS ELEVATION
[25.031 RSPOSED ELEVATION
- 41- (EXISTING CONTOUR
[moo - PROPOSED CONTOUR
ROPOSED.SHRUB
i
EXISTING TREE
I
I
EXISTING TREE
PROP. 3"CAL, TREE
~
4 a _`m x a- W-- o� 1 a REAR=20'
GRA ti f 8 0 ¢` w a+20.22 I _j FLOOD ZONE C, 250015 0004 1
\ o, +2r tea, y 2n I ___-____. __ +15.65 w MAX. BUILDING COVERAGE: 25%
/�� e� 4� ss o w + 2.06 l m u +19 s3 a COMBINED LOT AREA = 204 76 S.F.
f T
-.SPq -'� -.. 0 4 gF� + I a z 4 I Q
EXISTING 47 AV£D DRIVE CES i0 BE REMOVED Y m < I n DEMOLITION
577 Sr,
NEW CQU;TRUCTION 3,658 SF
3 5 sPgCE\ -90 +zo zs + 5 +2r r a I PROPOSED BUILDING COVERAGE 14,088 SF = 6.9%
+ 3.bT SPACES' a te\ 71 \ z w p \ I DATUM: ASSUMED FROM DENNI i QUAD MAP
+ 9J9 REMAIN h ..r^. +205:1
HI Pi. I GRA 4 q WG '2 94 N+ l 231 w +21' 172 PAVE HCP �+� 036,
3 �.. �� 0 0 ;1 7R I EXISTING USE: CHURCH, ACCES`,C'PY THRIFT SHOP, DAYCARE
RO D 2 1 3 sou 2329 PAVED DRIVE sPTOEs WIDEN GRAVEL PROPOSED USE: CHURCH, ACCF� 30RY THRIFT SHOP, DAYCARE, PARISH HALL
2316 P R. + ?p0y * t1.3� TO CS. WALK FLUSH C '1 .63 'tit +20-33AS REQUIRED
- SPECS. PROPOSED P B WALKWAY COMPLIANT
p TO PROVIDE
I I � :` � WITH GRADE $$ � - 58' BAY WIDTH .-.
.3. ,- + 1.37 ALL WALKS TO, BE ADA COMPLIANT�yS�''' y�Rrz ,• +711 1
�- Y PARKING CALCULATI01`IS:
23.29 23.2 23 1 F �3•Y'! d 72 SPACES I'
23.40 �,,,I +2n. F2 l
�, • �J +21 08 F PC : - - +20.56 RELOCATED ?0.03
GAS a 1 OO,^AL f \ _\ -��HED SANCTUARY: 274 SEATS (1 SPA' E/3 SEATS) = 92 SPACES
SE �0 c EAS;1TRAP „ FIRE LANE �15o SF TOTAL NEEDED: 92 SPACES
mow, _ I r9 H 22, r 21.5p NO PARKING ��j - - TOTAL PROVIDED: 99 SPACES 6
aOL x Vis- ` I®� slcN j`\� / I HANDICAP: 76-100 SPACES 4 IIrP SPACES REQUIRED
4 23.,7 +22.77 (STING. EXIST. r'� ��" 2i "` i� _-__,���\}>R DSED I t
_ RYWELL HANDICAP PROVIDED: 5 SPACE`;
23., � a2.8n - - SEPTI SAS -� _d, �--- \ +21.9, +21.t-_� ,� _. � TREELWE (TVP.) � - e
HEM 0 0 p , f .I j I TREE CALCULATIONS: 99/8 = 12_.4 TREES REQ. 13 PROVIDED
�7ee> I fi, 23.0 WALK I �cu+oON 1$ _._ .+ r � t EXISTIE•I(; 5777.. % / \ / ( )
$ lr 9s S�trF n viLDINc r}�A ,�, NOTE:
5 / rF - " TO 8E S 20
(, / ; A �. N I T?f`: Kt)VE•? `' 7. .. -'r,. -
_- A I _. � I THE ,� ,el ,
W 1 _�' ��?-._ 3 / 0 3:'d SHEQ 20.5 - E P/.R,<IP'G CALCULATION :,^,SF.D C,. T tC CAfACI 1' OF
- %' _ , y +y�. 2PROP. AVED x[22.40] WALK 2.9 " Y P�SI.� �.r ) / L '•� % +2u.6t I +19. 5 THE SAINCIIJAR,' UNLY SINCE (IifiL-K L.LJIL6,.:xG r+r�E.i;, Ai\C
S'jl I s I \ I OCCUPIED WITH INDIVIDUALS Lf'VING THE ',ANCTUARY AFTER
[ti E
Cc)XTEND 2'__-Ges,_ 7 PROPOSED ab�- ) THE CLOSING OF THE SERVICE. 12 USIJG DIFFERING HOURS.
<._° +22.48 _ 12+1--. __. w _.� _.15Q0 L_t22.4•i' -3.5'. X 55' -""L l\
- NN __._"'W _. _ < .05 , W ALK V' SEPTIC TANK _ FORTING Ai TABLE �' �I/ i
,"�• N '' ��_ ._pl_ +22.23 WALK d ^ 1RS7 50 S d
�l
_ _ _ - - " - r J .3658 �100R
1 ` 22.041W.r ' PROP SED 'O 3. j I SF 23,0 I 11
N I u PLAY REAS n •11 GHAIR & 40.2' ROPOSED
2ts9Q x a s ,H TABLE o, ! RYWELL -- 00 w SEPTIC CALCULATIONS:
Z\ i-,_ 5725 `"
2,.86 ..6 - • a DESIGN FLOW:
21.a5 EMSTIriTG,CRutc x x� _ -�L` I - - 1 PROPOSED I a
FIRST FLOOR EL. 23.53 EXISTING GARDEN/ / BLUESTONE I CHURCH: 274 SEATS 3 GPD SEAT = 822 GPD
PARKING ( /, - )
21.12 6549 "Sf • L d 4"$CH40 PVC(.
21.69 22
8° x-1 x- / 0.T t% MIN. rYP. 15 SPACES I DAY CARE: 300 S.F. (1 CHILE(/20 S.F.) = 15 CHILDREN
21.3 2, g �01 SHALL NOT PARK HERE" SIGNS - / I 15 CHILDREN (10 GALLONS/CII LD) = 150 GPD
as �FF �+ i3 +z, -e T2j 41 I +,s 4, 972 GPD FOR DESIGN FLOW rr>R MAIN BUILDING
\ / +21.23 215] PARISH HALL: 150 SEATS (3 /:PD/SEAT) = 450 GPD
4' WIDEIX 5' HIGHEDGE
ASEVERHOW 21_.. / T +20.6, - I +20.37 DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE.
DE SELIj LANTED
EDGE A5 SHOW 2t 43 �/ NEW WATER SERVICE IN SLEEVE - CONCRETE LANDING WITH .� v�\i )
I DRAINAGE 2,.43 U.C. ELECTRIC 2 STEPS DOWN TO GRADE
' SIZE TO MA BLDG CODE AS I CHURCH SEPTIC TANK: 972 GF'O (1.5) = 1458 GAL
IN ILTRATION AREA WIDEN ACCESS DRIVES BESIDE, COORDINATE WITH VENDORS
I 21.51, SHOWN, TTP. EXCEPT FRONT HCP FUTURE PARKING I
. 21.49 TO 20' WADE WHERE REO, NOTE: A SEPARATE WATER METER SHALL/BE _21 63• ACCESSIBLE ENTRANCE. I EXPANSION AREA I I USE EXISTING 1500 GAL SEPTIC TANK a
INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE FUTURE GARDEN I �\ _ __ ._ - _I 20.00 PARISH HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL
SO THAT THE AMOUNT OF WATER ENTERING LOCATION I, _ -
THE SEPTIC SYSTEM CAN BE MEASURED. \ I USE PROPOSED 1500 GAL SE_I-TIC TANK
I --��- 21.64 ,.s, LOAM & SEED AREA I USE PROPOSED 1000 GAL GPF-ASE TRAP FOR KITCHEN FLOW
I ----- - ----- - 0 +21.92 �i. +20.41
LEACHING:
so I I +21. 5 I 2) EXISTING 6'x6' LEACH PI1'; WITH 2' OF STONE (549.8 GPD EA.) AND
Ir
z03 OpR ,� +z1 s1 +21.67 o a 1) EXISTING 6'x6' LEACH PIl WITH 1' OF STONE (427.3 GPD) AND
pP� I MEMORIAL GARDEN I w 1 EXISTING 6'x5' LEACH PIT WITH 1 OF STONE (364.5 GPD) PROVIDED'
\ TOTAL CAPACITY: 1891 GPq '?8 CODE TITLE 5 LEACHING SYSTEM
1 I ST. DAV DS I LOTS t& 2 `'\ a
I I MEMORIAL C URCHYARD I Area = 204,+62J0 q.ft \ d REFERENCE: TITLE 5 SEPTIC SYSTEM I'CF'ORT BY TROY WILLIAMS DATED 3/28/02
-!
4 70 Acres
- - - - - - - - - - - - - -GRASS.LIRAWAGE- --- --__------_----... ---.----..- _---_--____-20' BUFFER (ALL AROUND SITE) I �..
- - - - - - - - - R
- - - 20
590.92
NOTES: PARCEL N1 -7B PARCEL N6
+z1A)h 030
G`] PARCEL N8 z�./��_____. ,, .--- - C�j
G' ,n.' ISIILOk[EDM„IxuKPUBBEx 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6" LOAM & SEED DISTURBED AREAS+zo.so 2" CRUSHED BLUESTONE I-�ITE PLAN OF l ,�1ND AT #205 OLD MAIN STREET �+
CT HOSE (1/2' o) APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-20 F&C'S IYF) RIM ELEV. LISTED
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4"OSCH-40 PVC AT 17 MIN. EL.21.5t - Y SHOWING NEW PARISH HALL, At ;;AINT DAVID'S EPISCOPAL CHURCH IN:
i OOU&E SiRVtO 12 M L\
- °o7-1
o0-M-1
e°o°o°o°a°dodo
MV ANNEALED TWISTED WINE (1-888-344-7 HE AND RANYUC OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR FROM ROOF DRAINS o ° 0 0 0 0 , o ,
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. °°Oo°° 9--.0 ° °oOj
1AEE Ww LAP Exon o04K ADJVSTIW BLOCKS/H-20 RISER \ __ . j
�] IID NOT STAPLE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS EL. 19.1 MORTAIL..L COMPONENTS --' "-- REMOVE TOP & 12" PROCESSED GRAVEL (SOUTH) YARMOUTH, MA
1 / PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS J/ "-
1 AR"O IIKE 2 1/SPAM2-.0. 1/2-.10- AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD (T -J) 2" MIN. PEASTONE SUBSOIL - MDPW ML03.1 v18. ROLLER COMPACTED PREPARED FOR:
��1 r
soncEo I'-o'rAou rmnxc, SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. uo `�. AND MIRAFI 140N5
I STAKE) MAK WOW,, ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ° o°o °� � �°° N NOTE: C6AIPA�'T ALC FILL IN 6" LIFTS TO 95% MOD.
till /�
STAKES Lura AND YARMOUTH HEALTH REGULATIONS. ° ° \FABRIC OVER -STONE _---------- PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
YIN 4-W"ED 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 8� °° SAINT DAVID'S EPISCOPAL CHURCH
, ° 12 H_2Q AD$ N_,2 24" NEW PARKING CROSS SECTION
AIN T DEEP 51UCER 0000 oc000 5'-0 X 6'0 �°�ooao ....
WIN �i 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD ° ° �' H-20 000000 HDPE PIPE SET LEVEL ,., a 30 0 90 Feet ql
` ° °°° INLET TEE 50 60
J
SIIEPTH vxrc0ao ava Ixta (2.2' HEALTH DEPT. VARIANCE IS REQUESTED) - ° ° 600 GAL 'g '°°°°°°°° NOT TO SCALE -�-:
0° o -0000°,
ooa� oo loff SCALE: 1 "=30' vATE: APRIL 19, 2002
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. °o°< SHOREY OR EQUAL �0$0�9�00 0 / foxLEACHPIT
508-362-4541 REVIFI-:0: AUGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE
°°°�° o°° ° ° ° _ fox 508 362-9880
Hla Rr&1LL 'o a o
° o o°c °o°o n° ° " 4'- 5"
x 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EL 14.1COWAM0" FIRE LANE, ADD TREES, REMOVE LEAN-TO SHED ETC.)(
REVIST;11:
6" I SEPTEMBER 10, 2002 (9/3/02 SPR COMMENTS -
7.
+- ALL
USED FOR PROPERTY LINE STAKING. ° \ ,,7 SIZE SPACES, SHRUBS, PAVE HCP ETC.)
ALL STORM RUNOFF TO BE CONTAINED ON SITE. \ I I down cape engineering, inc-
1 - N 3/4" - 1 1/2" / � L
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. �- " "-�� .
- 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. ADJUSTED GROUNDWATER DOUBLE WASHED STONE e E -2 `lN 07 Mq
EL. ,2.1+ 4' MIN. AROUND PIT I �' CIVIL ENGINEERS .�`QF �� J
x` 2' 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CONCRETE 4000 PSI MIN. AT 28 DAYS I O� ARNEH ryG Fo+ AFNE `yo
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED H-20 DESIGN LOADING/REINFORCING - _----- LAND SURVEYORS 'o
FROM BOARD OF HEALTH, OBSERVED GROUNDWATER CONCRETE CMANHOLEE (USED AS CATCH BASIN) cg' nlAtA �` � .%
ROOF DRAIN SEC T lov L==----. _ - --�1
_TREE LANIING DFjy"T 11.OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. NOT TO SCALE BARRELS TO CONFORM TO'ASTM C-478 .2634
939 main st. yarmouth, mai
REF. T BY INSPECTION (EXCEPT NO STEPS REQUIRED) U^ i It J• Cl ER dP I I I OZ
R
I 12, EXISTING BUFFER PLANTINGS 70 REMAIN, NO CHANGES PROPOSED. REPORT BY TROY WILLIAMS _ _ _
13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING. DATED 3/28/02- f ION,)'4.7, �� �• ,I DATE
14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS- AS INDICATED. 1% MIN. PITCH.