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939 Main Street ( Are 64) Scale. I"= 2D'
YARMOU174PORT MA 02675
0 10 20 3O 40 50 FEET
DICE #18-490
BUILDING AREA PLANTING SCHEDULE
SYMBOL PLANT NAME
SIZE
QUANT.
(�
C,$
RhAxodmdran EF "Itch R m
EnAlsh Roeeum RhoEOEenE —p nX
24 30`
6
Mlecaol Lx shensa IXC lIII us
Maiden Gross
B
�Y�
0
H ko Blue H;an9eua PNIKx �h eeE
�5
4
PARKING CALCULATIONS
INDUSTRIAL: OFFICE 1200 SF
1 OCC/100 SF = 12 OCCUPANTS
(1 SPACE/2 OCCUPANTS) = 6 SPACES
INDUSTRIAL: STORAGE 5330 SF
1 OCC./300 OF = 17 OCCUPANTS
(1 SPACE/2 OCCUPANTS) = 9 SPACES
TOTAL: 15 SPACES REQUIRED
19 SPACES PROVIDED INCLUDING 1 VAN HANDICAP
SHADE TREES— 19 SPACES (1/8) = 3 TREES REO.
3+ SHADE TREES PROVIDED
NOTE: ICE CREAM TRUCK EMPLOYEES PARK IN
STORAGE SPACE AT REAR OF LOT
UM
IN THE 10- SIDE AND REAR
PER EXISTED TREES OF AT
T A- CALIPER SHALL BE
USED, IF SUCH TREES OSI NOT
T. 3' CALIPER TREES SHALL BE
TIED AT INTERVALS OF AT MOST
N ALL BUFFERS. PLANTED
5 MICH DIE SHALL BE
ACED.
109 PCL 93.2
1R T. HOLWAY
WHITES PATH
TO YARMOUTH, MA 02664
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 94
SITE IS LOCATED WITHIN A ZONE II (APD)
ZONING SUMMARY
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
REQUIRED: PROVIDED:
MIN. LOT SIZE 40,000 S.F. 49.073 S.F.
MIN. LOT FRONTAGE 100' 134.95'
MIN_ FRONT SETBACK 30' 30.3'
MIN. SIDE SETBACK 10' 10.5'
MIN. REAR SETBACK 30' 299.7'
MAX. BUILDING COVERAGE 35% 15.1%
MAX. LOT COVERAGE 70% 70%
BUILDING HEIGHT NATURAL GRADE AT STREET =
22.5' HE 35.0' = 57.5' ALLOWED, PROPOSED ON
EXISTING USE: VACANT— PRECAST STORAGE
PROPOSED USE: CONTRACTOR BAYS/ICE CREAM TRUCK
OPERATIONS/STORAGE YARD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1, DAMN IS NAVDBB VIRTUAL NA063 HORIZONTAL
2. MUNICIPAL WATER IS AVA TABLE
S MINIMUM PIPE PITCH TO BE 1/6- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE RASHO H -2B_
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE
MITI 310 CMR 15.000 (TRE E)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
A PIPE FOR SFPTC SYSTEM TO SCH. 40-4- PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WTHOUT INSPECTION BY BOARD OF
IHCALTA. AND PIRRIIS'NON EBFROM 50ARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-586-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTIJTES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS,
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5BENEATH AND AROUND THE
PROPOSED LEACHING FACNtt.
LEGEND
99-- EXISTING CONTOUR
X e9-, EXIST. SPOT PER
—[RSI]-- PROPOSED CONTOUR
196.4] PROPOSED SPOT FL
TNT
TEST HOLE
e CATCH BASIN
C711 UTILITY POLE
ylg FIRE HYDRANT
TREE
y LIGHT
L/ WATER SHUTOFF
C— GUY WIRE
SIGN
—w— WATER UNE
— GAS LINE
—ONE— OVERHEAO ELECTRIC
C:F
MAY 08 2019
HEALTH Deer
LAYOUT & LANDSCAPE
WORK MUST CONFORM TO ALL /�
TO`Y"rS REGULAT�NSp SITE PLAN
YARF1DUTH (MATER DEPT DAiE OF
321 WHITES PATH
SOUTH YARMOUTH, MA
PREPARED FOR
`w CAPEWIDE CONSTRUCTION
DANIEL ,0 a E A $W
A
DATE: FEBRUARY 8, 2019
� o N REV: MARCH 1, 2019
REV: MARCH 19, 2019 (SPR COMMENTS)
�. OJALA, PE., PLS.
PERMIT SET—NOT FOR CONSTRUCTION SHEET 1 OF 3
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TEST HOLE LOG
ASSESSORS MAP 109 PARCEL 94
EXISTING USE: VACANT- PRECAST STORAGE
MAP 109 PCL 93.1
.SETH ADAIR FANARA TRS
SITE IS LOCATED WITHIN
A.ZONE II (APD)
- _ RIM. EL 23.5 IT
P.O. BOX 775
B
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8
PROPOSED USE: CONTRACTOR BAYS/ICE CREAM TRUCK
II'
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DENNIS. MA 02638
F
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DATE:1/! / _III___
OPERATIONS/STORAGE YARD
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SUMMARY
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ADDEOVERLAY
( J\
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DISTRICT,
\
t46"zo.TZONING
MIN. LOT SIZE 40,000 S F.
49,073 S.F.
\1
a.
2.5Y ]/3
MIN. LOT FRONTAGE 100'
134.95T1'1
1y1
ABU TING
MIN. FRONT SETBACK 30'
30.3'
BUEEDING
132"
13.5'
113.5'
MIN. SIDE SETBACK 10'
10.5'
II
MIN. REAR SETBACK 30' :
299.7'
1
NO GROUNDWATER
ENCOUNTERED
MAX. BUILDING COVERAGE 35%
15.12
_
IIS 1
MAX. LOT COVERAGE 70%
70%
IP2 I
P�' 1
\1
PROPOSED BUILDING
INV.
IN 8.55 II
N}3'
AREA
DRAINAGE
BUILDING HEIGHT NANRAL GRADE AT STREET =
/
7440 S.E.\
NO
1
5
roz
41,13
22.5' + 35.0' = 51ALLOWED PROPOSED ON
I�L
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0
TEST HOLE LOG
EXISTING USE: VACANT- PRECAST STORAGE
a
,`
£ �`,
ENGINEER DANIEL E GONSALVES,. SE X13587
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PROPOSED USE: CONTRACTOR BAYS/ICE CREAM TRUCK
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DATE:1/! / _III___
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R 508-362-4541
'�I;JJAJA
tax 5OB-362 9080
J wncaPecom
wn cape engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A) SocI 1' 20'
YARMOUTHPORT MA 02675
0 10 20 31 40 50 EER_
DCE #18-490
L 245
IN a. 18I
C
I
LL FS
2 SY 7/3
120" " 17_0'
NO GROUNDWATER ENCOUNTERED
TEMPORARY
EROSION CONTROL
CONSTRUCTION PERIOD:
PROVIDE W DEEP 1.5"
WASHED STONE APRON 40'
INTO LOT MIN,
PROVIDE SILT FENCE ACROSS
FRONT AND 20' UP SIDES OF
SITE.
MAP 109 PCL 93.2
SPEAR T. HOLWAY
347 WHITES PATH
SOUTH YARMOUTH. MA 02664
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD63 HORIZONTAL
2. MUNICIPAL WATCH IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/0- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE ANGLE H -SE
5. PIPE JOINTS TO BE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
'MTH 310 CMR IsoCO (HIRE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
& PIPE FOR SEPTIC SYSTEM TO SON. 401 PVL.
9. COMPONENTS NOT TO BE SACKF UJILD WE
CONCEALED WIHOUT INSPECTON BY BOARD OF
.HEALTH AND PERMISSION 09TMNED FROM BOARD
OF HEALTH,
10, CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING O CONEE (1-886-344-7233) AND
VERIFYNG THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTLITES PRIOR TO COMMENCEMENT OF
WORK, CONTRACTOR TO COORDINATE ALL UTUTY
CONNECTONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEND
- 99 - EXISRNG CONTOUR
X 991 E615T. SPOT ELEV.
PROPOSED CONTOUR
196.4] PROPOSED SP07 EL
TH1
TEST HOLE
CATCH RAHN
UTILITY POLE
HIRE HYDRANT
(TO TREE
LIGHT
WATER 5HUTOEF
C GN WIRE
SIGN
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-G- GAS UNE
_OHI DVERHUO ELECTRIC
-RD - ROOF YOUR
Hear NOR Al rnm MAY
er✓ r
i
off,
IT
UTILITIES & GRADING
IND
SITE PLAN
OF
321 WHITES PATH
SOUTH YARMOUTH, MA
PREPARED FOR
CAPEWIDE CONSTRUCTION
.DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
REV: MARCH 19, 2019 (SPR COMMENTS)
DANIEL A. OJALA, P.E.. P.L.S.
PERMIT SET -NOT FOR CONSTRUCTION' SHEET 2 OF 3
/ CA YEAR
,EXTRA ALT NNEVII
T
CAPE COD BERM
12-X3" INTERROGATE WITH TOP COAT
4NI GAS AT 2% AMT \ EF D• TOPCOAT MASS DJm'
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\ 0a /s-- 11/2' E WASHED STONE
E/ COMPACT OFFSHORE
4 MIN AWEAD PIT
& FG UNDER AT
ROOF DRAINpESECTIONNET TV PAVEMENT CROSS SECTION
NOT TO SCALE
SEE PAVEMENT BECTON SEE PAVEMENT SECTION
HGW UIIIYCAHN20 COVER \
LABLLEI"0H OLE INFCCVER MY EL LISTED B' H-20 F&C EL LISTED
COMPACT OWNERSHIPINfi
ELD FEE. ALL DROINACE)
AIDED 140N FABRIC DOER
PRECAST
FABRIC USE ALL SIDES OF DRAINAGE RISERS SLOTTED 12.0 HDPE
IS REO. AIDS N-12 OR E0. DRILL (E) Yo BRI ADJUSTING COVRn L (2) 1-0 - BRI SHOTGUNS COURSE
INV, MODERN JERRY
PROPOSED 2.0' .)
20
LEACHPIr n Gua )wpv)RaP,x
a
Li x za"ov `eawM EL uSTE=70M
EL LGTE PftDPDsfSTONE 4' MINSUMP
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6 STONE UNDERDOUBLE WAHED STONE MPJ 0M SOLID BOIIC
A THRU DRAINAGE
NOT TO SCALE
SAW CUT EDGES TD OBTAIN CLEAN FULL THICKNESS
BEAT
?JOINT ON ENDING BASE AND REMOVE ON
PAVEMENT ENT TO PROVIDE A STRAIGHT EDGE.
REEDS. FREEWAYS LEAVES AND
5AND WRITES GROSS COL
EXISTING PAVEMENT ELEMENTS PAVEMENT LOAM
BASE I" TOP MCPW IYPE 1-1 AS SI
jNW/ 0" REPROCESSED OF
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AND PIMP REPORT
PER QUEBEC, TOM
OP
AVELD NXE UNDISTURBED FIRM MYTERPL
MIX
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
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COMPRISES AGGREGATE
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DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
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2500 G'Exlsnrvc BOOR DRANs
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OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
NORMAL DIMENSIONS TO
OOIODE OF STONE: 355 % 129]'
I
557 SF_
412 GPD
SYSTEM PROFILE
(2_$S SLOPE)
( x SmPE)ED
0
ALL MIEN
SYSTEM DESIGN:
NOTES
.. REBELS N07 70 BE OR
USE N WAGES
DOWNSWINGSSHALL BE
OWXW
USE (3) 500 GAL.
LEACHING CHAMBERS
5wB BE, 25,5'
ACCESS COVERS TO w11MN e' GRACEMARKED
IN
VITHE TAPE
COMPARABLE MEANS FOR ENUW LOCATION,
NAVDBB
\
RE OR
cOxcreElE cM as TC WITHIN r GUIDE
1.200 S.F. WI OIESALE/OFFICE ®75 GPp/1000 S.F.= 90 GPD
1. DAMN IS
OR EQUAL)
HEALTH AND PERMISSION OBTAINED FROM BOARD
FOUNDATION— 10' —
25 D M v5' 0° CWFB PAT 1111V AOXE
—. 22' D' BOX
5,330 S.F. WPREHOUSE WORKERS 17 % 15 GPD = 255
2. MUNICIPAL WATER IS AVAILABLE
WITH 2.25' STONE
AT ENDS AND
F
i Fbac DOER
GPp
FRANC
WREPTEST D'BOX
REQUIRES EVERSYSTEM243 �
TOTAL DESIGN FLOW ESTIMATE = 345 GPD
3. MINIMUM PIPE PITCH TO BE 1/6' PER FOOT.
(�1
FOR LEVELNESS
ErC
i Y,
B
SEPTIC TANK: 345 GPD (2) = 690 (FIRST COMPARTMENT)
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
546 GPD MAX ALLOWED
1ST 2
P R1SFRs
546 GPD OK)
UNITS TO BE ARENS H-@
21.49
_�� PpES LEVEL Is 2"MOWTP�EuisANEW
IN 2050
345 GPD (1) 345 (SECOND COMPARTMENT)
PIPE HNTS LO BE MADE WARRTIGHT.
21 24FEE
EPA
0 99"1
ttP)
5 21.33'GICAO
345 } 690 1035 GAL. REQUIRED5.
I
W w24-
ASKSEEFAA WEFEE ^" '
ComOHIO FEE C
- `-aK`i>
USE A 1500 GALDUAICOMPARTMENT SEPTIC TANK
6. CONSTRUCTION DETAILS TO BE N ACCORDANCE
WITH 310 CM 5
q I .000 (TITLE 5
O.K.
CALLING DIGSAFE (1-880-344-7233) AND
20.71' 2060
�Y1I��.,I.
�5_-2-3
LEACHING:
°71: °°
"J g
1B 5
SIDES: 2�0 0 } 12.83 �.74 127
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO
&
X H-20 Hot
= GPD
BE USED FOR LOT LINE SHARING OR ANY
°°
°B
"- Lq
BOTTOM__ 30.0_12_83�4i= 285
OTHER PURPOSE.
FIL R GORE NOO1'P)
GR
500 WL.
GPD
ED EDGES D Jµ/A' 1 I Y WUM£ WARNED STONE 4 M '10
/
IFO.0 XANBFMCxBY ACME PRECAST OR EQUAL
H(A HAM
8. PIPE FOR SEPTIC SYSTEM TO OCH. 40-4' PVC.
COMPACTION05221 [2])ECH L AROUND APPEAR STRUCTURES
P
TOTAL'
/ CA YEAR
,EXTRA ALT NNEVII
T
CAPE COD BERM
12-X3" INTERROGATE WITH TOP COAT
4NI GAS AT 2% AMT \ EF D• TOPCOAT MASS DJm'
AMR KEEP
OM RADE FEARS ° :xc OVER MOIL I TYPE
11R
v : 4d" ANTI R BRUMNDus HOT MIX ASPHALT
IRA AN-
PROFIT9
Y
°NT HD
aa2
G.
e:
F E%IINO GRAVEL 6'
MIN 12 COMPACTED SAND B' REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE BELOW GRAVEL MIN. MI SPEC. SID. ROLLER COMPARED)
\ 0a /s-- 11/2' E WASHED STONE
E/ COMPACT OFFSHORE
4 MIN AWEAD PIT
& FG UNDER AT
ROOF DRAINpESECTIONNET TV PAVEMENT CROSS SECTION
NOT TO SCALE
SEE PAVEMENT BECTON SEE PAVEMENT SECTION
HGW UIIIYCAHN20 COVER \
LABLLEI"0H OLE INFCCVER MY EL LISTED B' H-20 F&C EL LISTED
COMPACT OWNERSHIPINfi
ELD FEE. ALL DROINACE)
AIDED 140N FABRIC DOER
PRECAST
FABRIC USE ALL SIDES OF DRAINAGE RISERS SLOTTED 12.0 HDPE
IS REO. AIDS N-12 OR E0. DRILL (E) Yo BRI ADJUSTING COVRn L (2) 1-0 - BRI SHOTGUNS COURSE
INV, MODERN JERRY
PROPOSED 2.0' .)
20
LEACHPIr n Gua )wpv)RaP,x
a
Li x za"ov `eawM EL uSTE=70M
EL LGTE PftDPDsfSTONE 4' MINSUMP
YMIN AROUPli
6 STONE UNDERDOUBLE WAHED STONE MPJ 0M SOLID BOIIC
A THRU DRAINAGE
NOT TO SCALE
SAW CUT EDGES TD OBTAIN CLEAN FULL THICKNESS
BEAT
?JOINT ON ENDING BASE AND REMOVE ON
PAVEMENT ENT TO PROVIDE A STRAIGHT EDGE.
REEDS. FREEWAYS LEAVES AND
5AND WRITES GROSS COL
EXISTING PAVEMENT ELEMENTS PAVEMENT LOAM
BASE I" TOP MCPW IYPE 1-1 AS SI
jNW/ 0" REPROCESSED OF
LEE
nJVV
UNEARNED
.J p APPROVED -
ENDEL
Q
HOST TED VAR EUGENEn
ARE STAFF MENED WIRE
STATE STAFT 12
PUTWAS' HE ENEATHAN
1) 71
MYNOTPA
PANIC
CSTAY
11: R"I"MIT IT i 12 MIN
r DEEP MUCIFII -FULL IACHIC
T REO OR
DEEM CASES MA NU OX
GUEFT HERB TO PPE
AND PIMP REPORT
PER QUEBEC, TOM
OP
AVELD NXE UNDISTURBED FIRM MYTERPL
MIX
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
NORMAL DIMENSIONS TO
OOIODE OF STONE: 355 % 129]'
557 SF_
412 GPD
(2_$S SLOPE)
( x SmPE)ED
0
.. REBELS N07 70 BE OR
(1 % SLOPE)
USE (3) 500 GAL.
LEACHING CHAMBERS
CONCEALED VERDICT INSPECTION BYLBOARD OF
(ACME
OR EQUAL)
HEALTH AND PERMISSION OBTAINED FROM BOARD
FOUNDATION— 10' —
SEPTIC TANK
—. 22' D' BOX
121LEACHING
WITH 2.25' STONE
AT ENDS AND
4- AT SIDES
OF HEALTH.
FACILITY
546 GPD MAX ALLOWED
IN ZONE
II (345 DEC <
546 GPD OK)
10 CONTRACTOR SHALL BE RESPONSIBLE FDR
EATON TH
uo
I
GROOwa[R rax0
NITROGEN CALFS:
4.91 PPM < 5.00
PPM APD-
O.K.
CALLING DIGSAFE (1-880-344-7233) AND
04x VIETNAM
IS END
VERIP NG THE LOCATION OF ALL UNDERGROUND
&
X H-20 Hot
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF
FIL R GORE NOO1'P)
GR
WORK,
G KARL DOWN
RX
EXPLORE
11. ANY UNSU17ABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
NO
PROPOSED LEACHING FACILITY.
/ CA YEAR
,EXTRA ALT NNEVII
T
CAPE COD BERM
12-X3" INTERROGATE WITH TOP COAT
4NI GAS AT 2% AMT \ EF D• TOPCOAT MASS DJm'
AMR KEEP
OM RADE FEARS ° :xc OVER MOIL I TYPE
11R
v : 4d" ANTI R BRUMNDus HOT MIX ASPHALT
IRA AN-
PROFIT9
Y
°NT HD
aa2
G.
e:
F E%IINO GRAVEL 6'
MIN 12 COMPACTED SAND B' REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE BELOW GRAVEL MIN. MI SPEC. SID. ROLLER COMPARED)
\ 0a /s-- 11/2' E WASHED STONE
E/ COMPACT OFFSHORE
4 MIN AWEAD PIT
& FG UNDER AT
ROOF DRAINpESECTIONNET TV PAVEMENT CROSS SECTION
NOT TO SCALE
SEE PAVEMENT BECTON SEE PAVEMENT SECTION
HGW UIIIYCAHN20 COVER \
LABLLEI"0H OLE INFCCVER MY EL LISTED B' H-20 F&C EL LISTED
COMPACT OWNERSHIPINfi
ELD FEE. ALL DROINACE)
AIDED 140N FABRIC DOER
PRECAST
FABRIC USE ALL SIDES OF DRAINAGE RISERS SLOTTED 12.0 HDPE
IS REO. AIDS N-12 OR E0. DRILL (E) Yo BRI ADJUSTING COVRn L (2) 1-0 - BRI SHOTGUNS COURSE
INV, MODERN JERRY
PROPOSED 2.0' .)
20
LEACHPIr n Gua )wpv)RaP,x
a
Li x za"ov `eawM EL uSTE=70M
EL LGTE PftDPDsfSTONE 4' MINSUMP
YMIN AROUPli
6 STONE UNDERDOUBLE WAHED STONE MPJ 0M SOLID BOIIC
A THRU DRAINAGE
NOT TO SCALE
SAW CUT EDGES TD OBTAIN CLEAN FULL THICKNESS
BEAT
?JOINT ON ENDING BASE AND REMOVE ON
PAVEMENT ENT TO PROVIDE A STRAIGHT EDGE.
REEDS. FREEWAYS LEAVES AND
5AND WRITES GROSS COL
EXISTING PAVEMENT ELEMENTS PAVEMENT LOAM
BASE I" TOP MCPW IYPE 1-1 AS SI
jNW/ 0" REPROCESSED OF
LEE
nJVV
UNEARNED
.J p APPROVED -
ENDEL
Q
HOST TED VAR EUGENEn
ARE STAFF MENED WIRE
STATE STAFT 12
PUTWAS' HE ENEATHAN
1) 71
MYNOTPA
PANIC
CSTAY
11: R"I"MIT IT i 12 MIN
r DEEP MUCIFII -FULL IACHIC
T REO OR
DEEM CASES MA NU OX
GUEFT HERB TO PPE
AND PIMP REPORT
PER QUEBEC, TOM
OP
AVELD NXE UNDISTURBED FIRM MYTERPL
MIX
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
a
Li x za"ov `eawM EL uSTE=70M
EL LGTE PftDPDsfSTONE 4' MINSUMP
YMIN AROUPli
6 STONE UNDERDOUBLE WAHED STONE MPJ 0M SOLID BOIIC
A THRU DRAINAGE
NOT TO SCALE
SAW CUT EDGES TD OBTAIN CLEAN FULL THICKNESS
BEAT
?JOINT ON ENDING BASE AND REMOVE ON
PAVEMENT ENT TO PROVIDE A STRAIGHT EDGE.
REEDS. FREEWAYS LEAVES AND
5AND WRITES GROSS COL
EXISTING PAVEMENT ELEMENTS PAVEMENT LOAM
BASE I" TOP MCPW IYPE 1-1 AS SI
jNW/ 0" REPROCESSED OF
LEE
nJVV
UNEARNED
.J p APPROVED -
ENDEL
Q
HOST TED VAR EUGENEn
ARE STAFF MENED WIRE
STATE STAFT 12
PUTWAS' HE ENEATHAN
1) 71
MYNOTPA
PANIC
CSTAY
11: R"I"MIT IT i 12 MIN
r DEEP MUCIFII -FULL IACHIC
T REO OR
DEEM CASES MA NU OX
GUEFT HERB TO PPE
AND PIMP REPORT
PER QUEBEC, TOM
OP
AVELD NXE UNDISTURBED FIRM MYTERPL
MIX
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
r DEEP MUCIFII -FULL IACHIC
T REO OR
DEEM CASES MA NU OX
GUEFT HERB TO PPE
AND PIMP REPORT
PER QUEBEC, TOM
OP
AVELD NXE UNDISTURBED FIRM MYTERPL
MIX
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
EXCAVATON- COUNT OR ROCK
ALL ROCK EXCAVATOR AND STONES
LARGER THAN 6" SPELT BE
DISPOSED AT AND REPLACED WII-H.
APPROVED Ez TU AATERIAL
OR GRAVEL BORROW.
\` CAREFULLY COMPACTED
YT, GRAVTL BO"A"O'N L OR
\\
MPY' 1/2 o.D.
IN
PY
CAREFULLY COOPACTED
�. SELECTED MATERIAL
,\ M
UNDISTURBED
ROCK SURFACE
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
TREE PLANTING DETAIL EARTH TRENCH ROCK TRENCH
NOT To SCALE STANDARD DOME
PIPE IN TRENCH
NOT To SCALE
19'7' TOTAL HT.
CAP
REA SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
\ LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16T X 4' X .120 SQUARE STEEL
POLE
/POSITION TO BE OBTAINED
FROM LIGHTING MFG.
4 24"0 BASE 8' LONG
4-_ H3' REVEAL
ASTM A-79 GRADE 60
l- STEEL RELIEF. 1" MIN COVER
—y (4) #6'S VERTICAL MIN.
G �- 5000 PSI MIN CONCRETE
�___� 2" RIGID GALVANIZED
F--DVj STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP SWISS
AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
GHTING DETAIL- SECTION
NOT TO SCALE
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
I/2" ERP JOIN APPROXIMATELY 24'-0' OR
1/2' ENP ASSET WHEN ADJACENT RUE? CUT USA 1/2', w/ 1/2' DIA 02' LONG
TO COW SCRUBBED AIR 6NG SMOOTH ESP RUPEES AT 2'-0' 01 ONE
HALF GEORGE)
L6vtNu0us MEANT SMooW TiI(GET Au EDGES
FREIBURG) FILLER -6' WIDE
4X4-6/6 WELDED WWE FURIC CONTROL JON
STOP VATS AT EXP L
GRANT TROWEL ALL SFAIAN
EDGES t NIDE /7RNE ?ROOM FAST
TOPCOAT DROVE
BINDER TYPE 11
NEE BITUMINOUS
EM
M ENT
4 1 `B' PROCESSED GRAVEL
COMPRISES AGGREGATE
UNDISNRBEC OR COMP
DECADE
CONCRETE SIDEWALK
_-.
1- COMPACTED AGGREGATE BASE COUNCIL 2' GRADED CRUSHED STONE ON 4' CARMEL WARON.
2. CONCRETE FOR DD`-WALKs SUEZ CEMENT EFFORTS (AIR ENRAINCD 400D PSI 3/4' N,E1S
33 1/4•
CONTRACTOR TO PROVIDE .CONTRACTOR To PROVNE 24 1/4"
30' CAST IRON COVER ON 30• R. H-20 RISER INTERNAL SIGN ON BUILDING ADJACENT
TANK RISER TO EXTEND UP IMO H-20 RISER TO WITHIN 12 TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR USE OF ACCESS. "NON-HAURDOUS 3/° 24'
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE NORMAL HIGH WATER LEVEL STAND r
LEAK DETECTION BOAT IN 24' RISER WATER HOLDING TANK' TO BE SET FOR 3/4 OF TANK
IN 2" LEIICANG CAPACITY, ALARM AND PRESS TO I
SILENCE SWITCH ON PANEL INSIDE
INSTALLER TO RUN 2 VENT BUI. DING, LOV WLTAGE BOATS.
TO LANDSCAPE ARM, SEE PAVEMENT SECTION s1APIECX PANELS, dA 11
TERMINATE 6 O GROUND WITH OFFERS R EOUPL,
VER:EO E SHAPED PI E. EGA
PT. BOLLARD 6 LONG 3' BURICG 1
O PROTECT VENT, pLi. VENT RACK (2) 3/4• SEEM STEEL
➢TROUGH PWMBING $TALK. CONDUIT FOR ALARMS S R
SENT I
�R�RJELE� G❑
LE
❑D�=nL❑1 ❑Ery
�H�RLp❑D❑ISI
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3
A
41/Y �- B
SECTION A—A
FRAME AND GRATE
SLOE 1/2" = 1•_O•
PITCH BACK, NO LOWPOIN-S 1
r _
2500 G'Exlsnrvc BOOR DRANs
SEE PLUMBING 1 1 ° MOREL L`flV2BN, BROCKiON, MA
OUTER INTERNAL 1500 / ° 1/2 (OR AP. REGAOV LBS,
TANK CONCRETE TANK INV 225 FOURTH FLANGE AT BASINS (DR APPROVED EouAL 9' US)
TANK DESIGN J WITiOUi CURB INLET
RCOR DRAIN PER PLUMBING CODE
ESTIMATED OPD BOW 20 GPO
11500 GI- TEAM TANK ODCCWIE.
.RDH TASK H-20
DI4
IAWASTE WATER TANKHOLDING
TIGHT TA
NK
SYNTEM MY ACME PRECAST OR EpUAL, DOUBLE
CONTAINMENT EGGSTANK SYSTEM SHALL NOT i0 OGLE
E T L SHEET
CONSIST OH-20 RATED WL SSMC
SUNCTRVAULT DINTUPSDOGL'ASMED .XTATE, WITH PR
TO ACCOMPANY
RISERS UP IWO 2500 GAL RISERS. SEE
PA COORDINATE IL SHEET. VENT THEN BERG 2' -ID
SE • -
SEPARATE INATE RUTHH PLUMBER. SITE
L ��'t p
26' OF
321 WHITES PATH
DRAIN _ B , SOUTH YARMOUTH, AVIA
Ir 508 352 9880 PREPARED. FOR
506 362 m AS 24 0 N4 N !y
tl pe.com W O DMIEL /�
I. HENT NGLE$ CAPEWI®E CONSTRUCTION
d1oWft CQpP. engineering. 47c. MI LeBARW. ANDERSON MA OR APPROVED EQUAL jG ADVASLA -
NODIE LX 1 UP
'a/V/l engineers WBGHT 05185 OBB 6
/and surveyors �
939 Matin Street ( R/a. 6A) TYPICAL ACCESS _COVER ';MR." \.' '°" DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
YARMO'MP
UORT MA 02675 SCALE 3/4
/ AN EL A. OJALA P E L S. L
DDICEL'T {/ p l8—Yso ,. PERMIT SET -NOT FOR CONSTRUCTION SHEET 3 OF 3