HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 9NOTE: 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
AS SHOWN. MORTAR ALL COMPONENTS OVER D -BOX WITH LIGHT DUTY
SLAB-T.FOUND.-. EL. 23.0 CAST IRON FRAME AND COVER
.. : NEW 24"CAST:�JRON-COVER \ BLOCK UP D -BOX, 24"I.D, RISER
I \ /TO GRADE, MORTAR ALL COMPONENTS
NOTE: PITCH SIDEWALKS 1/8" -ER FT. MIN, AWAY FROM BUILDING.
57 MAX. SLOPE WITHOUT RAMI- (HANDRAILS ETC.)
1" TOPCOAT MASS DPW
TYPE 11 BIT. ASPHALT
/ Y cllNnra
DRAINAGE CALCULATIONS:
NEW CONSTRUCTION OF PARISH HALL AREA:
DRAINAGE AREA DA1 - 4312 SF ROOF AREA, 25 YR STORM
RATIONAL METH. O -CA = 0.99(5.OIN/HR)(4312/43560)(448.8)/.7-315 SF
USE (1) 600 GAL. LEACHPIT WITH 4' STONE - 374 SF O.K.
10•. 24" 7 TIE INTO EXISTING D -BOX \� MDPW M1.03.1 VIB, ROLLER COMPACTED
' TEE STt TEE ' LEACHING PIT DESCRIPTION -
?�, 4"SCH40 PVC 1500 GAL H-10 20.62 NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
12' AT 2% SEPTIC TANK FROM STI A 6'X6' WITH 2' STONE PROCTOR DENSIT:' WITH VIBRATORY ROLLER COMPACTER.
5'-8" LIQ, LEVEL GAS '' o°o°o° o°o°o° B 6'X6' WITH 2' STONE I
%4•' BUILDING 20.87 ACME OR EQUAL BAFFLE 4'OSCH 40 PVC AT 1% °oe8g°oou BoS000B C 6'X5' WITH 1' STONE r \
<' SEWER ONLY D 6'X6' WITH 1' STONE
SIDEWALK CROSS SECTION
20.25//20.08 EXISTING NOT TO SCALE
TING
T.F. FFLR 6" GRAVEL & MECH. EXISPLACE SPEED LEVELERS IN ALL
EL. = 23.0 COMPACTION (TYP.) VERIFY
T0. FIELD
EXISTING OUTLET PIPES AND PARCEL P5
PLUM
RIOR TO
OR WATER TEST BOX FOR LEVEL.
?C WORK ON SITE +20Z9 +16.66
.09
IN FROM KITCHEN SINKS ��
& DISHWASHER ONLY ++11�t3 rt
FULL TO ST7 - it-
BAS:.MENT fO.M
r- _ �:^ � .- 1 PAl
KITCHEN 4"SCH40®i.5%
'21-190 GAL H-10 +2L.0�'yc �1y 'CEL 14
AREA INV. AT BLOCASE TRAP _ _
ONLY ' EL. 21.57 LIQ. LEVEL 21.14 I r --�5318
.,`7 E OR EQUAL GAS 1 ` -.40 \�el;fpled infd r ; - �-41 _ >+16.2:./ t2" BAFFLE I +2�i.9� on trench+16.32
MP+20.012022 oa `-�, � N✓ ILTRATfONATURAL RaNAGE6" GRAVEL & MECH.COMPACTION (TYP.) \-�
A
NOT TO SCALE
LEGEND
`®/ CATCH BASIN
CQ-) UTILITY POLE
0 GUY WIRE
I
LIGHT POST/ YARD LIGHT
yYp FIRE HYDRANT
FREESTANDING SIGN
'W EXISTING WATER LINE
-w-PROPOSED WATER LINE
• PROPOSED ACCESS COVER
EDGE OF PAVE NO BERM
G GAS LINE
WATER GATE
+2185 EXISTING ELEVATION
!25.031 PROPOSED ELEVATION
---41- EXISTING CONTOUR
- -�-6-- PROPOSED CONTOUR
PROPOSED SHRUB
EXISTING TREE
EXISTING TREE
HI PT.
ROAD
23.16
+19.95
RCEL p3 Q -1984 �� �- _ N AREA
)N NTS ll +,9.66 9.99
6 k
+20.23 - _._ +2 _ II cc, �'\
+: