HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 7NOTE: VERIFY IN FIELD THE ELEVATION
OF THE D -BOX PRIOR TO ANY
PLUMBING OR SEPTIC WORK ON SITE
24"I.D. CAST IRON COVERS PROVIDE NEW RISER TO GRADE
i., AS SHOWN. MORTAR ALL COMPONENTS OVER D -BOX WITH LIGHT DUTY
SLAB=T.FOUND.=.EL. 23.0 CAST IRON FRAME AND COVER
N'_W 24"CASs IRON COVE BLOCK UP D -BOX, 24"I.D. RISER
TO GRADE, MORTAR ALL COMPONENTS
.' 3__
��.-
10,. 24^
TIE INTO EXISTING -D-BOX
TEE STI TEE
.,
4"SCH40 PVC
1500 GAL H-10
20.62
' 12' AT 2%
SEPTIC TANK
FROM, 5T1
'
.>�. FROM 20.87
5'-8" LIQ. LEVEL GAS
"• ACME OR EQUAL BAFFLE
a o 0 0 0 0
�- 4"sSCH 40.PVC,AT 1% 000p000 0000000
BUILDING
0000000 0000000
SEWER ONLY
20
• "' " "' .25
EXISTING 20.08 EXISTING
T.F. = FFLR 6" GRAVEL & MECH.. PLACE SPEED LEVELERS IN ALL
EL. m 23.0 COMPACTION (TYP.) VERIFY IN FIELD EXISTING OUTLET PIPES AND
PRIOR TO ANY WATER TEST BOX FOR LEVEL.
PLUMBING OR
SEPTIC WORK ON SITE
W FROM KITCHEN SINKS -
FULL & DISHWASHER ONLY TO ST1
BASEMENT -
KITCHEN 4"SCH40®1.57 TEE 1000 GAL H-10 - -
AREA INV, AT BLDG 21'39 GREASE TRAP
ONLY EL. 21.57 4' LIQ. LEVEL - 21.14
ACME OR EQUAL GAS
12" SAFFL-'
6" GRAVEL & MECH. COMPACTION (TYP,)
NEW SEPTIC COMPONENTS PARCEL P3
EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
NOT TO SCALE INTERVALS OF AT MOST 20' (301.4.4) (TYP- ALL PARKING BUFFERS)
REMOVE EXISTING 14 PARKING SPACES
REMOVE EXISTING 2 PARKING SPACES 4' WIDE X 5' HIGH 100% EVERGREEN LOAM & SEED AREA.
LOAM & SEED AREA, DENSELY PLANTED HEDGE AS REQUIRED. BUFFER PLANTINGS AS REQUIRED.
WIDEN ACCESS DRIVES
TO 20' WIDE WHERE RE
LEGEND
CATCH BASIN
UTILITY POLE
(� GUY WIRE
I
LIGHT POST/ YARD LIGHT
Y,:) FIRE HYDRANT
FREESTANDING SIGN
'-w
EXISTING WATER LINE
PROPOSED WATER LINE
• PROPOSED ACCESS COVER
EDGE OF PAVE NO BERM
,G GAS LINE
x'69 WATER GATE
+21.65 EXISTING ELEVATION
[25.031 PROPOSED ELEVATION
----41- EXISTING CONTOUR
_4D - PROPOSED CONTOUR
PROPOSED SHRUB
EXISTING TREE
EXISTING TREE
�S PROP. YCAL. TREE
NOTE: PITCH SIEEWALKS 1/8" PER. FT. MIN. AWAY FROM BUILDING:
5% MAX. SLOPE. WITHOUT RAMP (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
TYPE 11 BIT. ASPHALT
2" BINDER
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. O -CIA - 0.99(5.OIN/HR)(4312/43560)(448.8)/.7s;(15 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE = 374 SF O.K.
DRAINAGE AREA DA2 - 5400 SF PAVEMENT AREA. 25 YR STORM
\\\ VMUl-W MJ.Vo.l V,o, MULterc.RATIONAL METH. Q=CIA = 0.95(4.81N/HR)(5400/43560)(4.48.8)/.7-362 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K. G� �p1N I
NOT_: COMPACT ALL FILL IN 6" LIFTS
FTS TO 95% MOD. g Z �0
\' PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.3o SW PQNO III z O LOCUS 4�
h
SIDES WALK CROSS SECTION _
N
J
NOT TO SCALE p W
PARCEL P$/_.\\ RQ�� 28 Z WILLO m �P�
o
�._._:.� +16.66 '77
+20.09 +1V 70 Z p 0S O2
PA CEL m
74
-.-_ +18.53 I
_ R (
9r°vaI fillE �.. +18.2 Il NANTUCKET SOUND
i 40 d '}f�prGiFon tren �� �--,....
�_\+,6.32
-. -\ ch +20.0.µ2o.22 04�? �\ �'\\� :
1 NATURAL DRAINAGE
Q INFILTRATION
+ :9'4,, .\ 19.sa LAND APE IWN4fa _ +I^PEA _ \ LOCATION MAP
U
+20.23 a ¢' 2.. �_ I� 16 +15.7> ASSESSORS MAP 51 PCL 38 (OLDMAP 45, PARCEL P1 1)
+2 68 +20.25 __`� �a4 + 081 -76 BUILDING ZONE: RS -25, NOT IN APD
n +z MIN, LOT SIZE: 25,000 S.F.
BENCHMA K: N •� ---� +2o.,a 1 ` MIN. FRONTAGE: 150' -
CONC. BOUND FND V) + `y 0. �- a 2 W N SETBACKS:
AT ELEV. 22.55 - rn a '��. v +20.16 -.-_ ---I \� FRONT=30'
u� n n zo- z o I y n SIDE= 15'
241.56 C- Ru+2022 2 a FLOODRZONE C, 250015 0004 C
z 49 GRa L I B 'p a o +211 a 2° ------ +1s.e9 v MAX. BUILDING COVERAGE: 25%
2 a6 + 2 06 I rn v v +19.s3 �- a COMBINED LOT AREA = 204,762 S.F.
l + r o a it < 4 z Q EXISTING BUILDING COVERAGE = 1 1,006 SF = 5.47
�j2 .s5 1 - - o gF,4fi + - �. J n O
(l-- c2 " I DEMOLITION OF 577 SF, NEW CONSTRUCTION 3,658 SF
`� a £D DR DPVE PACES TO BE REMOLD - N m G . +20.75 + 1-135 +2. � (L In
- I PROPOSED BUILDING COVERAGE = 14,088 SF = 6.9%
�7 I \� S SPA - +9. �-a� + I DATUM: ASSUMED FROM DENNIS QUAD MAP
+ ;4)9 I 3 +:.3.f}1 SPACES REMAIN "1-, .. _ j PAVE NCP^' D 3 p
+2os2 I EXISTING USE: CHURCH, ACCESSO Y THRIFT SHOP DAYCARE
I 2.94 ,v+ 4 n, 7.22-
+2 1/ 1.03 'a I PROPOSED USE: CHURCH, ACCESS RY THRIFT SHOP, DAYCARE, PARISH HALL
HI PT. 2 1 ..3I GRA A U!G T 2.31 N PA SPACES 3 p WIDEN GRAVEL
ROD„ �� SOUAP 23.29 + 3. ?pFti �0 DRIVE * h_ TO W µ,SK FLUSH �� +20.33
S / .63 AS REQUIRED
23 16 aUP R. O• SPECS. WITH GRADE PROPO.�LD AVSD WALKWAY (TYP. ( TO PROVIDE
I I r. n
37 AL 72WSpAf_ESd. BE ADA COMPLIANT �� y, �- . +21) - 58' BAY WIDTH
23.29 23.2-,, +20.82 RELO"`1¢R YYY I +1446 PARKING CALCULATIONS:
23.40 �\20.0323 +21 08Prr_)POS D- +20.66 SHEDCATED SANCTUARY: 274 SEATS (1 SPACE/3 SEATS) = 92 SPACES
_ _ 1000 G L I TOTAL NEEDED: 92 SPACESCY, I" I o"aR V p ., , GffffEASE TRAP FIRE LANE 150 SF `_. , '
k-� NO PARKING I --- TOTAL PROVIDED: 99 SPACES
w,, 19.N zz. X DL a; 1.10 SIGN/ I ED: HANDICAP: 76-100 SPACES 4 HCP SPACES REQUIRED
I m 0 z ++2 2 _
X - 21 -v ® lll�PO OSED I HANDICAP PROVID5 SPACES
J^^3 o EXISTING EXIST. pB n__ C -� -
' 231A 23'17 +22'77 ,Z,2,gp ,- SEPTIC SAS,-, ul) - +21.9, +21. �6 §, •• ,�RIYWELL TREELINE (TYP.) I TREE CALCULATIONS: 99/8 = 12.4 TREES REQ. (13 PROVIDED)
HERB o D ' �¢ I ExISTING` 577 2t. /
\'U 23.0 WALK I GARDEN S -�fJ .yF � _ 2 ti V ILDING S • I
`N'�' I J•C`D�v 23� + 3. S 5�� •�A S�<i,1, H - 140.3T BE 4g I - NOTE:
9s t F o EXIST, 2p.8 THE PARKING CALCULATION IS BASED ON THE CAPACITY OF
�•>'m' .2.89 �,.' HED' I
\ 221H [20.8L J I +20.61 I +19 5 THE SANCTUARY ONLY SINCE OTHER BUILDING AREAS ARE
2 - - __�f-�'-'�` _ F F 3. to .}Jy 2PROF, A,CG`i122-0.01 -ALK 2• '�- 1.t` Fit;a 1, I 5,y`�• :. Y .+., I OCCUPIED WITH INDIVIDUALS LEAVING THE SANCTUARY AFTER
31 - -
N EXTEND 2'....'-1 na -"c' r1542GAL+22_4'40'�5. c,�... \ .-. I f�, USING DIFFERING :: HOURS,
w •,G''J'- / GJ ^+2W _ 14 - 2 0.: .8+73. W ALK 7` SEPTIC " �,l FIRSlR�TAcLES O THE CLOSING Of THE SER
f E,_
-� .+2223 WALK W � .--- I 4
att - _ W^ PROPOSEDQJ�,, d, 3658.: SF EL. 23.0 I �" 0-
N �" 22.Oaw PLAY REAS n 3.`h �6 UR a. 40.2' ROPOSFD I �' W SEPTIC CALCULATIONS: ! .I
CN I 21.98Q X Lv-(22-33 � ll• RYWELL Q)
DESIGN FLOW:
z== - ' I D
q I ry 21.s5 EXISTING CHUItc v -- '6 / PROPOSBLUESTED I CHURCH: 274 SEATS (3 GPD/SEAT) 822 GPD
' - - v 2, 72 FIRST FLOOR
53 ExisTi G GARDE 4`SCH40 PVC PARKING I DAY CARE: 300 S.F. (1 CHILD/20 S.F.) = 15 CHILDREN
zzAO X
21.69 x -�X x AT 1% MIN- TYP. I 15 CHILDREN (10 GALLONS/CHILD) = 150 GPD
21.64 � 972 GPD FOR DESIGN FLOW FOR MAIN BUILDING
. SHALL NOT PARK HERE" SIGNS - [21 4J I
21.63 2L66-
' +z,..3 21.5] 1 +19.4, PARISH HALL: 150 SiGPD SEAT = 450 GPD
7 +2,.7F,
[ +20.r1 I +20.37 ( / )
4' WIDEIX 5' HIGH 100% EVER REE 2,.. � V � j CONCRETE LANDING WITH \ �.� I I DIFFERING HOURS OF USE SO FLOW NOT CUMULATIVE.
DE SELIj LANTED EDGE AS SHOW 2,43
NEW WATER SE ICE IN SLEEVE 2 STEPS DOWN TO GRADE I CHURCH SEPTIC TANK: 972 GPD 1.5 = 1458 GAL
U.G. ELECTRIC <' SIZE TO MA BLDG CODE AS I ( )
PASS DRAINAGE 21.43 BESIDE, CO DINATE WITH VENDORS 1 SHOWN, TYP. EXCEPT FRONT HCP 1 `� PARKING
IN ILTRATION AREAA 21,56 - WIDEN ACCESS DRIVES - ./ /',", ACCESSIBLE ENTRANCE. I E)j(PANS10N AREA I I USE EXISTING 1500 GAL SEPTIC ,TANK
TO 20' WIDE WHERE REO, NOTE: A SEPARATE WATER METER SHAL12 BE zao0
21 'Q NUPE GARDEN
INSTALLED FOR THE LAWN SPRINKLER/ GARDEN HOSE F PARISH HALL SEPTIC TANK: 450 GPD (2.0) = 900 GAL
I NT \ - _
I SO THAT THE AMOUNT OF WATER ENTERING _. LOCATION L- -'-" I � USE PROPOSED 1500 GAL SEPTIC TANK
THE SEPTIC SYSTEM CAN BE MEASURED. • LOAM & SEED AREA I USE PROPOSED 1000 GAL GREASE TRAP FOR KITCHEN FLOW
I 21.64 1.51 _
+21 91 L +20.41 I LEACHING:
I n ) EXISTING 6'x6' LEACH PITS WITH 2' OF STONE (549.8 GPD EA.) AND
+zis 1EXISTING 6x6 LEACH
PIT WITH 1' OF STONE (427,3 GPD) AND
x203 pR��^�- +21.51 +21-67 1 0 -j 1) EXISTING 6'x5 LEACH PIT WITH 1' OF STONE (364.5 GPD) PROVIDED
S�0 I MEMORIAL GARDEN I + V r? u
ea I 00 Of TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM
LOTS 1 & 2
MEMOR ADSC URCHYARD I Area = 204,762 sq.ft - I 0- REFERENCE: TITLE 5 SEPTIC SYSTEM REPORT BY TROY WILLIAMS DATED 3/28/02
+n 50
0* I I 4.7D Acres 20' BUFFER (ALL AROUND SITE) 1
3" CALIPER -GRASS .DRAINAGE- �. - - - -L - - - - - -�
" .� _ - _ - _ - _ - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - -
--.----___.----- INFILTRATION AREA
- -_ -----------------
JK
N 590.92 1
k. PARCEL N1 -7B PARCEL N6 I +zl.v2 r-^'°
� NOTES, PARCEL N8 I 24, 2' SITE PLAN OF, LAND AT #205 OLD MAIN STREET
6" 1 )AM & SEED DISTURBED AREAS +20.90 2" CRUSHED BLUESTONE
((r RENFORM �, a" RUM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS RIM ELEV. LISTED
Q Hose (1/2' u) APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 8" H-20 F&C'S (TYP-)! % SHOWING NEW PARISH HALL AT SAINT DAVID'S EPISCOPAL CHURCH IN:
4"OSCH-40 PVC AT 1% MIN. EL.21.5t
CONTRACTOR
344-7233) AND MAKE
WHICH DMAY HAVE CABLE, PPE OR FROM ROOF DRAINS .� 00° o a°P�000�a0oo oo0
00STPAHD 120, (SOUTH) YARMOUTH MA
�V ° D � EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
A[ 4)STING BLOCKS/H-20 RISER _---- 12" PROCESSED GRAVEL 1
,� �, I,,P Exos OaHH _ _-- REMOVE TOP &
i} DD HOT STAPLE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS EL 19.1 _ Id( ?TAR -AIL COM--ONENTS i
SUBSOIL MDPW M1.03.1 VIB. ROLLER COMPACTED
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS PREPARED FOR:
3 STAKES EOUAE.r SPACED AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD �') 2" MIN.. PEASTONE !,
i AR"D WIE 2 1/2'.2 1/2.10' SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. '` ',"• ' m AND MIRAFI 1AON5 Ft NOTE: COMPAGT-ALC IN 6" LIFTS TO 95% MOD.
STACEDI'-D'FROM ATAMEA °°°°°°° °^� SAINT DAVID'S EPISCOPAL CHURCH
I SEAMED"9aam ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AERIC OVER STONE ----------- PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
I�1 I RULED DRATN AT IM W ARD AND YARMOUTH HEALTH REGULATIONS. NEW PARKING CROSS S E C �' 0 N
oo'000000�,
[ 11 �`�°0 �D�� 3. VERTICAL DATUM IS ASSUMED FROM QUAD. °°°°°°°o ° ° 12 F1-20 ADS N-12 I - --_---
_ go ° 5'-0 x 6'0 HDPE PIPE SET LEVEL 24" i" 30 0 30 1 60 90 Feet
P-4' �, �/ um 3' DEEP SAUCER H-20 INLET TEE "
um 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD o ,. c -o; NOT TO SCALE
3'D"94sMM D" MCH (2.2 HEALTH DEPT. VARIANCE IS REQUESTED) o ° 600 GAL. 'g � � �.
LEACHPIT ---_--_-•-
off 508-362-4541 SCALE: 1"=30' DATE: APRIL 19, 2002
*" \ ? 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS NOTED. Doo°o°000 �SHOREY OR EQUAL fox 508 362-9860 REVISED:', AUGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE
_ 5.
°°° ° 4'-0" I FIRE LANE, ADD TREES, REMOVE LEAN-TO SHED ETC.)
b �aTWE 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EL. 14.1 °°°o o°o° ° °`I n i_ A down cape engineering, inc. REVISED: SEPTEMBER 10, 2002 (9/3/D2 SPR COMMENTS-
P
RAJJ O BIWW EROY TDP li
di
.1 $ 1 1 , couPACEEn sm-cP.wE BE USED FOR PROPERTY LINE STAKING \\\ 6• I SIZE SPACES, SHRUBS, PAVE HCP ETC.)
son In 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. P b tj 2
N 3/4" - 1 1/2" q I
..',
S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 1 r �V}N OF
- - -- ""- ADJUSTED GROUNDWATER DOUBLE WASHED STONE L ENGINEERS ``�'
STH OF ,y
•" 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. - EL. 12.1t 4' MIN. AROUND PIT I CIVi 3• 4'0
CONCRETE! 4000 PSI MIN. AT 28 DAYS 4" R 1 J� ^y ARNE cyc
1Y (y 10. COMPONENTS N0� TO BE BACKFILLED OR CONCEALED WITHOUT H-20 DESIGN LOADING/REINFORCING 1 � •��- ' I L,Ah`D SURVEYORS s AMMIM �' g H.
um HN INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED OBSERVED GROUNDWATER ROOF DRAIN SECTION �� �-� � A
ACME PRECAST OL EQUAL
FROM BOARD OF HEALTH. EL. 8.21 CONCRETE MANHOLE {USED AS CATCH BASIN) �-- CIVIL ' .26348 a
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS, - - NOT TO SCALE BAPPELS TO CONFORM TO'ASTM C-478 -- ----�I 9+ $
TREE PLANTING DETAIL Y - (EXCEPT NO STEPS REQUIRED) '��I 39 mal -•t . yarmouth, ma o 1 F,P CI ER Q, bZ
12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. REF, 9E'E13INSPECTION
REPORT BY TROY WILLIAMS _. - - ' - •-- FDH�. c,f DATE
13. PITCH SIDEWALKS 1/8" PER FT. MIN. AWAY FROM BUILDING DATED 3/28/02
-.,:- ... .. 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH, -
01-350