HomeMy WebLinkAbout31 Moss Road Site and Sewage Disposal System DesignGENERAL NOTES:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM
UNLESS H-20 COMPONENTS ARE USED,
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN-
LE55 CONSTRUCTED AS SHOWN. ANY CHANGES 5MALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK:
CONSTRUCTION NOTES:
I .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENT5 OF THE LOCAL BOARD OF HEALTH,
2J SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION
B0X(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE,
3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1127-93 AND SHALL HAVE
AT LEAST THREE 20" DIAMETER MANNOLE5. THE MINIMUM DEPTH FROM THE BOT-
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48".
'4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G"
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE,
DISTRIBUTION BOX WITH PRECAST
5.) RAISE GONERS OF THE SEPTIC TANK AND
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES WITHIN , OF
FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALLTT H AGENT.
G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %.
7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE
4i1 DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT: LINE SHALL BE GAPPED
AT END OR AS NOTED,
8.) OUTLET PIPES FROM DISTRIBUTION BOX 50ALL REMAIN LEVEL FOR AT LEAST
2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM: WATER TEST DISTRIBUTION
BOX TO A55URE EVEN DISTRIBUTION..
9.) DISTRIBUTION BOX -SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW
THE OUTLET INVERT.
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO
1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE
INSTALLED BELOW THE GROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE
SOIL ABSORPTION SYSTEM: BASE AGGREGATE 5HALL BE COVERED WITH A 2"
LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST.
I I,) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET;
EITHERWHEN LOCATED OF IN PART UNDER
DRIVEWAYS,
TURNING AREAS OR. OTHER IMPERVIOUS MATERIAL; OF, WHENPPE55UPE 005ED.
1 2.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL).
13.) FINISH GRADE 50ALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX; DOSING CHAMBER
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SMALL HAVE A MINIMUM COVER
OF 9". -
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL
TIONIPT OTEM SHALL BE STAOKEDOIANCEANDLFLAGGED TO PREVENT THE OF THE 501L O�THHE USE OF SUCH
SYS
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM,
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE-
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND APPROVED PLAN5. 48 HOURS ADVANCE NOTICE IS REQUESTED.
I G.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL
BE PLACED IN G-8" LIFTS AND BE COMPACTED TO 95%n OF MAXIMUM DRY DENSITY
AS PER AA5110 T 180; METHOD D. FILL TO BE USED SHALL CONFORM TO
31 O CMR 15.255 (3).
CONSERVATION NOTES:
J LIMIT pF VJ'DRK SHALL BE A5 SHOWN
ON PLAN VIEW. THE LIMIT OF WORK
SHALL CONSIST OF DOUBLE STAKED HAYBALE5 OR SILT BARRIER AS CONDITIONED
BY CONSERVATION COMMISSION AND SHALL BE CONSTRUCTED PPJOR TO ANY
WORK ON THE PROJECT.
2.) ROOF RUNT OFF SHALL BE CONTROLLED THROUGH GUTTER, DOw�JSPOUTS,
4 DRY -WELLS OR BY STONE TRENCHES (12'x I') LOCATED UNDER ALL DRIP 1-INE5.
3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMFLETIONI
OF THE PROJECT.
4.) ALL FILL REQUIRED ROPERTTY FOR THE PROJECT SHALL BE CLEAN SAND, FREE EBRIS
AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PY.
BUILDING COVERAGE:
DWELLING
1,900.4 SF
WOOD DECK
548.5 5F
POOL
738.8 SF
POOL DECK
607.4 5F,
POOLTROUGH
81 .8 5F
ENTRY
103.2 5F
SHOWER
40.0 5F
WALLS
70.0 5F
TOTAL
4; 189. 5F
4,189.1 x 100=22.4%
INSULATION
18,731
FLOW PROFILE:
NOT TO SCALE r
TOP OF FINISH FLOOR
EL= 1 6.0±
J
P,•.,, -""i FL= 1 1.4 (MIN) ,
aI conduit from bbwer
system to nlowuroicwr
I.
20' COVER -�
\ I6' INSPECTION
\\\J PORT
SOIL
TEST
LOGS:
TEST PIT I :
EL=5.3±
SOIL SC
DEPTH FROM SOIL
SURFACE HORIZON
SOIL COLOR MC
TEXTURE (MUN5ELU
rmI HF51
FROM PUMP ON (DRIP ENABLE)
l
TEST PIT 4: EL=5:3±
' S01L SOIL OTHER
DEPTH FROM 501L SOIL COLOR MOTTLING
SI IRFACE HORIZON TEXTURE rnnuN5ELL1
DATE OF TE5 T I NG: 04/22/10
PERCOLATION RATE LE55 THP.;,,2 MIN/INCH IN "C" LAYER5.
WITNESSED BY; KEITH E. FERNA.NDES, EIT, J.M. O'RJLLY d ASSOCIATES, INC.
AMY VON HOME, AGENT, YARMOUTH HEALTH DEPARTMENT
STANDING GROUNDWATER ENCOUNTERED AS NOTED
USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL AB50RFTION SYSTEM,
I
1
DRIP LINE
�I
2" OF 1/6- 1/2" STONE
SOIL TEST LOGS:
HAND BORING 2: EL -4.0±
DEPTH FROM SOIL 5
SI IRFACE HORIZON TI
THEP, -
DATE Of TESTING: 09/04/96
PERCOLATION RATE: LESS THAN 2 MIN/INCH IN"C"LAYERS.
WITNESSED BY: MATTHEW T. FARREL, EIT, J.M. O'KEILLY d ASSOCIATES, INC.
AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT
NO WATER ENCOUNTERED
49„ USE A LOADING RATE OF 0.74 GPD/SF FOR 51ZING OF SOIL ABSORPTION 5Y5TEN
West Yarmouth,
MA
SYSTEM DESIGN CALCULATIONS: MONITOR WELL LOG
SEWAGE DESIGN FLOW: I -O5-9G " EL=2.G I o / LEWIS
4 BEDROOM DWELLING @ I 10 GPD = 440 GPD I - 9G EL= 2.49 '\ O Q �' POND
LEACHING CAPACITY REQUIRED: I I- 14-9G " EL=2.25 }1i ` _ __
4 BEDROOMS (MAXJ @ O GPD = 440 GPD REQUIP.ED I -25-9G`; EL=2.25 - `' v
SEPTIC TANK CAPACITY REQUIRED: 04-10-10 . EL=2.40 I -
DAILY FLOW = 440 GPD @ 200% = 880 GAL. REQUIREID - - I r
SEPTIC TANK CAPACITY PROVIDED: EL=2.75 H15TORIC HIGH GROUNDWATER iI
1500 GALLON SEPTIC TANK (MIN. ALLOWED)
LEACHING CAPACITY REQUIRED: - 10 `)Lr)LOCUS
440 GPD / .74 GPD/5F = 595 5.F. / 2 = 298 LINEAR FEET REQUIRED '�
(400 LINEAR FEET MINIMUM REQUIRED PER GENERAL USE PERMIT)
LEACHING CAPACITY PROVIDED:
ONE (I) PERC-RITE 40' X 5' LEACH FIELD:
10 RUNS @ 40 LONG, 1.0- O.C. = 40 X 10 =400 LINEAR FEET PROVIDED
400 L.F.= 400 L.P. REQUIRED (PER GENERAL USE PERMIT) '_I -� NO
RESERVE CAPACITY PROVIDED: -
ONE ( I) 39' X I O' X 0.5' ONE( 1) 2 1' X I O' X 0.5' LEACH FIELD:�.!- p,N'NM
Vt=[(39 X 1 O) + (21 X I0)) X 0.74 GPD/5F=444 GPD - NOT TO SCALE <J N
444 GPD>440 GPD REQUIRED
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN.7 . 1 ' ,
INSTALL: 00 "t LAND COURT PLAN #I 4426-G
ONE (1) - O.5 TOP MOUNT PAST UNIT INCLUDING 1 500 GALLON (MONO) SEPTIC TANK (BY SHORE'll - 'ti"'Qltn� 43 u GERTIFIGATE OF TITLE # 182294
ONE (1) - 1000 GALLON PUMP CHAMBER NEAR FEET, SEE SPECS PAGE 2) Q�®� ( ASSESSORS' MAP 14 PARCEL 1 15
ONE (1) - FERC RITE DISPERSAL FIELD W/ PUMP (400 LI //
lid [,' 4 °�, �/ LEGEND
-� EXISTING CONTOUR
32 PROPOSED CONTOUR
12.3
Install 400' linear feet of Perc-Rete x4x5 EXISTING SPOT GRADE
drip dispersal tubing in this 40' x 15 24x5 PROPOSED SPOT GRADE
=44" PLANTING DETAIL: ,.1, '.. - w- WATER SERVICE LINE
�'•, area. Install tubing On Title 5 sand -o- OVERHEAD UTILITY SERVICE
SCALE I"=20' bed, backfill with minimum G" Cover. -u- UNDERGROUND UTILITY SERVICE
BEAR13ERRY 2 GAL MIN - - -TP
G--. GAS SERVICE LINE
o TEST HOLE / BORING LOCATION
SHORE JUNIPER 2 GAL. MIN c° a ' O B%ENCHMARK: F#250015
R FLOOD PLAIN sT SEPTIC TANK
N`�� DAD To c Water Gate ONE: A 12 DB DISTRIBUTION BOX
w� Utlhty Pole #46 MO" 5 PROPOSED BLO'NER LOCATION TO BE ELp5.5± (MSL 1929 NGVD Datum) VATION= I O 5A5 SOIL ABSORPTION SYSTEM
7�'.. 0y
FINISH WITH BLACK �,, sF APPROVED BY HOMEOWNER S LANDSCAPE FEMA MAPS Reserve RESERVED FOR FUTURE
BARK MULCH t<-a�6 ARCHITECT (SEE FAST NOTE #4 ON PAGE 2) MUNITY PANEL 92, UTILITY POLE
0005D ®CATCH BASIN
LY 2, 1992 V FIRE HYDRANT
O;
6 5.6 AREA 15 N0TTITAWATER GATE
6�w� v • _ vD PROPOSED SWALE BOTTOM ELI: 4.5± VELOCITY ZONE vD
A MONITOR WELL
t _
2' 3/4" 1 1/2" STONE WRAPPED .
I� IN FILTER FABRIC
Q
PROPOSED GAS LINE
(APPROAMA. TE)-
PROPOSED RETAINING
WALL T.O.W.EL=9b±
VARIES TO EL=G.O± \
WALL TO BE STONE \ ,�
1
PROPOSED 5WALE
BOTTOM OF SWALE EL 4'5t
2.22` @5
c_.• -o c I+_--c-c R�'�+� \\; - ■ CONCRETE BOUND,ND
_ c ✓ C
FOU
48 24' -� -
/ ...••� 1 TOP OF BANK
`x (• • • ' ' ' `� = ""^^-' _ +1 \ ALL AR.:AS OF THE FRONT PORTION OF THE DWELLING
LIMIT OF WORK
THAT PIE LOCATED WITHIN 20' OF PRIMARY S RESERVE
max-
\ ASO a d
FENCE
.; 4x5 S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GP.ADE
^cjm� 5 'O WITH A MINIMUM SLAB EL= 10.0 EDGE OF CLEARING
Q N ,e r • - x inl �°� PROPOSED G" STONE BED @ BOTTOM OF 9' .TALE
yy C3
\ ,81 ) , ... Rt<se \ 3/4" - I 1/2" STONE
9
PROPOSED 2' WIDE DRIP LINE TRENCH ON 3:1 SLOPE -
a l CON5IRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTN REVOCABLE TRUST
✓ v ��GG
m -t �{j. PAULETTE J. FINNERTY, TRUSTEE
' CERTIFICATE OF TITLE # 177554
+1
TE)
r' TE)
PARCEL 14
PROF`SED WATERLINE
(APPROXMAi/i/
�• ` N N
Monitor Well xi
ii / 7,a
, �5.° ,jam) 3 TR \ !`.. ( 3.6 I r, J' 6vi4er -
�O Zone 29,19 %( j ExistincJ Dw'elhn
'R` 9 LII• 11.5± ,�, / Rid 9
0 .,5,:k ;,E, i L, 9e EL_
x6,4 -.'yc �G f ` u4:��+"' 'S, .;l , .X `, _ .9 ✓ \ /, }'% PROPOSED 2' WIDE DRIP LINE. Bulldin 2-
�--� l.1 9 NeI 21.9'.
OG \ •, ` � I'. � ' s u u t , a \� � 2 � TRENCH (fl'P.) i 9ht=
` `PROPOSED 4..BED ROOMS
SLA3 EL=G � ` - -
PROPOSED OUTDOOR SHOWER TO SIT ON
I' DEEF 3/4" TO 1 112" GRAVEL BED FOR
DRAINAGE T
'� \ FINISH FLOOR EL ICO _ - V hl\Ir\IVVL--
NC E: x 6.5 3\ °
SECTION 3.7 DISTANCE LOCATION OF
n D UNDER ALL 40 MIL HDPE LINER
CH 5
H.N._-at CENTERE
N _
WALE POS
AL FAGI
LITI ES
TRE _ PROP..oED 5 DIS
T NE
5 O
-o
+ f s. t
x0 \ EL=
4.5t
6 �
�.- NE -4.5_
TO ., L
HE 5 EL- Vv'ALE E
T P OF OF M O
GE TC ' I (TTO �,
- D BJ
N -THEE @ . ,
DRIP EDGES AND A�C _ :,��� bQ O,. °
POOL DECK. .. :
BOTTOM @ EL=5.0± \ ° .: °' p.
!' '� x 5.9 \ •SPECIFICALLY• THE REQUIREMENT OF N
(APPROX. 9G LINEAR FEET)- - Area 18 73 1 SF's- ) ` x COD DECK " _ '
y ,,,_ �L_ I5 -- „ FILL SHALL BE DEPOSITED WHEN THE
TY STONE DRIP LINE TRENCH DETAIL: _ 0°Ie o N DE F° (' ET Of
I I P I CAL PROPOSED LANDSCAPE WALL x 7s _ - ° N°I ED SOZo WATER TABLE IS WITHIN UR 4 FE
lone PROP05ED LIMIT OF WORK THE RIGI AL GRADE"
NOT TO SCALE TOP OF WALL VARIES
O \ 3 POOL DEC \ (SEE CONSERVATION NOTE # I)
•PROJECT IS PROPOSING TO MOUND THE
35, 8v4feE SEWAGE SYSTEM 50 AS TO MAINTAIN
Zone THE FIVE (5) FEET OF SEPARATION ABOVE
PETER F sARTHCU \ Y ,, / • / GROUNDWATER TO THE BOTTOM OF THE
MIMI 1 5ARTHOU x 7.4 i�f m " ( 5.A.5.
EL -5.55 LAND COURT DOCUMENT #1 18351 \ dN
CALCULATIONS: PARCEL 1 I G
/INFILTRATION RATE. 0.9 GAUSF/MIN (SAND)
: BACKWASH BED: 32 x 1 2' x 18" c9
22" SURFACE AREA: 1202 x 1.5) + 2(32 x 1.5) + (32 x 1:5)J=51 G SF t 9.0 \
H-20 / INFILTRATION CAPACITY: 51 G SF x (0.9 GAUSF/MIN)
(15" Effective =4G4 GAUMIN ;'�
Depth) BACKWA5H.FILTER TO BE LIMITED TO 100 GAUMIN x z3
VOLUME: 32 x 12 x 1,5=57G CF
EL=3.75 57G x 450/.=259 GF --' 1930 GAL. \
4
_ 9,)� PROPOSED POOL
: \ BACKWASH BEC' (5EE DETAIL)
-_. EL=2.75 (GROUND WATER)
/ 9,0
Ex,eceSD 3 22'} � \X.,31.32
NOTE: wda re,a"c- 3
w,}dm9 I
CONSTRUCT BY P',ACING THREE (3) - 8' x 4' FLOW DI FFUSE R5 (USE FD 1
4'x 8'- D FLOW DIFFUSER UNITS BY 5HOREY PRECAST, INC.) WITH 4 O
OF 5TONE AROUND AND W OF STONE BELOW _ I
gee
/�3'Ie0 MIN vert
p pe/-� ants must be
/ waxrtgm
'4" [1 Op
FA5T treated
effluent
5x9
x 63
bo
/ 5x 1
("
x 7PR 5ED
0v4Fet ,1 \
N Op -done * � N
POOL
(EL= 1 3.0
X- ` INSPECTION NOTE:
/ tJ
+ A:U I .) ENGINEER TO INSPECT 501L REMOVAL
PRIOR TO BACKFILLING WITH GLEAN SAND
' x 1 oR-+. I ` (SEE NOTE #G)
s\ // / - 2.) ENGINEER TO STAKE RETAINING WALL
SOP #2 \ 3.) ENGINEER TO CERTIFY SYSTEM AT
INSTALLATION AND PREPARE A5-13UILT OF
3.00
DEP OBSERVATION COMPLETED SYSTEM
PLOT #2
/ DEP 055E V N /
/ PLOT #9.4
BACK`,NASH BED DETAIL: a� 1
PROPOSED SWALE }�
BOTTOM EL=5.0±x
NOT TO SCALE �aoy 1
SPLICE LOCATED
OUTSIDE TANK-)
AND RISER
ALARM ON @ 44" -
PEAK ENABLE @ 32" -
DRIP ENABLE @ 16" -
�_-PUMP OFF @ 14" -
SUMP @ 0"
3/4" CRUSHED STONE / -
6" (MIN.) DEPTH J PROPOSED -'
FIRM, STABLE SUBBASE 1 000 GALLON ".
-3.0'±-� PUMP CHAMBER
UNION
BALL 1 112" SCH 40
VALVE
-
FORCE MAIN
PUMP STORAGE CAPACITY:
30"
FROM PUMP ON (DRIP ENABLE)
TO INLET INVERT PROVIDES G47
GALLONS OF STORAGE
FLUSH RETURN
TO SEPTIC TANK
112" (MIN.) PIPE
TO PERC RITE
INSULATION
DRIP IRRIGATION
5EE PAGE 2 FOR
SUPPLY LINE
DETAILS
ELOW FROST
LINE
314" CRUSHED STONE
6" (MIN) DEPTH
FIRM, STABLE SUBWSE
.1 x 6,2 ;'�- I 3,4
PROPOSED LIMIT / '"� 7 \ PAGE I Of 2
r
CF WORK 6°t4e / / / +,l /
q N 0°\{e�-'4 \ Revised 04130/ 1 O: Added 1/A Treatment and Drip Imgatlon.
�5
one, ` _ /
5, / ,-: JO}{!d Lal• JI 04 1 d Note; Specified Wall
w w Re• sed OG/ / 0: Modified # G Added Inspection t Spe Type Added
x 4.4 / per, In o matron.
6.0 J / all, .. / O'gE1LLY
a / `
/ sh, l OLVIL Revised 05/27/ O: Corrected the Swale eleiv m the NE corner, removed ofFset line, adJtnted
Z
NN y x 5.5 a.B foundation and deck; revised bmldm covers e talcs.
(•+0 ti'' Revised O5/ 1 3/ 1 0: Revised ro osed dwellrn lay -out, ool, deck, and ad usted rades.
o O
U
O 5
--/ ; "� Vegetated e
w Wetland PLANS t L1sclottr Residence
JOSEPH H. PETROW5KI E -3.9 ALI `
DEBRA T. PETRONSKI ' v mNr) c/o Gregg Llsclottl, 83 Orchard Hill Park Drive, Leominster, MA 01453
G 1, LAND COURT DOCUMENT #54309 I 3- / SGAL' I "=20' G
®-- - - - - 15 SERVED ,. ,
10 -- I... EL=4.5± 2 Tf-115 ARF' I- NO d.67 151TE SEWAGE D15P05AL SYSTEM DESIGN
PROPOSED �',,4 5Y TOVA'N WATER. 3 1 Moss Road, West Yarmouth, MA
GRADE _ `. _ ILA i, li, !!r :C._;SS1n� p d1
5 E -G' DEEP J.M. O'REILLY SC ASSOCIATES, INC.
Existing �- x �C SURVEYU
Grade -OF SWALE - 3/4" - I I /2" STONE;
BOTTOM OF BED EL=4.0± Professional Engineering & Land Surveying Services
O ��� :
o 10 20 30 40 }Xi
LAI i, l,, O 20 4}Q 6O 1573 Main Street -Route 8A
A CROSS SECTION A-'A':P.D. Brewster. 1773
SCALE I"=20' (508)096-8801 Office P.O.BAIA 02831 (500)098-6602 Fax
DATE, SCALE BY: CHECK:JOB NUMBER:
10'
VERTICAL SCALE I "= 1 0' "= As Ncted MTF/f JMO JMO- 27GA
HORIZONTAL SCALE I
G:VWJobsWsciotti d 127GA\dwg\I 27GA.5D5.revG-30- 10 awg 04/2 1 /10
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