HomeMy WebLinkAboutEngineer PlanSLAB EL. 51.34'
PROPOSED FLOW IN FROM KITCHEN
SINK AND DISHWASHER ONLY
VENT UP THRU ROOF TO CODE
2 CU FT
4"SCH40 CAST IRON /
12' AT 2.5% MIN. 49.1 T
VENT RUNS BESIDE, PITCH TO DRAIN BACK
6° CRUSHED STONE UNDER ALL PIPE
*NOTE: CONTRACTOR TO
VERIFY ALL INVERTS PRIOR
TO CONSTRUCTION
C.I. RING & COVER
EJ OR EQ. OVER
CLEANOUT TO GRADE.
TYPICAL WHERE INDICATED
DEDICATED VENT
RISER TO BUILDING STACK
SCH40m CAST IRON PIPE PITCH
TO G/T AT .05% MIN. NO LOW POINTS
51
PROPOSED 1000 GAL TANK
o H-20
ACME OR SHOREY OR EQ.
4' LIQUID LEVEL
INSTALL GAS BAFFLE
ON SCH40 PVC TEE
�24" INLET TEE SCH40 PVC
12"I
ON G/T'S BOLTED & GASKETED LABEL GREASE
RISERS, MORTAR ALL COMPONENTS
4" SCH40 PVC 22' AT 20--- __
6" CRUSHED STONE' UNDER ALL PIPE
SLEEVE WITHIN 10 OF oil WATER LINE
LEVEL AND COMPACTED 6" BASE OF 3/4" CRUSHED STONE
GREASE TRAP INSTALLATION: PROFILE VIEW:
NOT TO SCALE
>L-rf U c/\'� V � _
o OLD TOWNHOUSE ROAD
NOTES
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND TOWN OF BARNSTABLE DPW STANDARD SPECIFICATIONS FOR SEWER AND WATER CONNECTIONS.
3. VERTICAL DATUM IS NAVD 88
4. MUNICIPAL WATER AND OTHER UTILITY CONNECTIONS ARE EXISTING
5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
6. OFF —SITE DETAILS FROM G.I.S. DATA, APPROXIMATE, FOR REFERENCE ONLY.
7. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR
TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM.
S. CONTRACTOR TO REPORT ANY DISCREPANCIES TO OWNERS ENGINEER
AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING.
9. CONTRACTOR TO BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATION OF AUTHORITIES FOR REQUIRED INSPECTIONS.
10. CONTRACTOR TO SPECIFY WHETHER INTERNAL PLUMBING IS WITHIN THEIR CONTRACT. PERMIT REQ.
11. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE WITH TOWN.
MAINTENANCE:
GREASE TRAPS SHALL BE INSPECTED MONTHLY AND
CLEANED WHEN THE LEVEL OF GREASE IS 25% OF THE
EFFECTIVE DEPTH OF THE TANK, OR AT LEAST EVERY
THREE MONTHS, WHICHEVER IS SOONER.
A COPY OF THE INSPECTION AND CLEANING SHALL BE
SUBMITTED TO THE BARNSTABLE DPW WATER POLLUTION
CONTROL FACILITY.
SYSTEM DESIGN:
EXISTING 529 GPD SEPTIC SYSTEMS TO REMAIN
PROPOSED:
5,450 S.F. SUPERMARKET ® 97 GPD/1000 S.F. = 528 GPD
TOTAL DESIGN FLOW ESTIMATE= 528 GPD<529 GPD O.K
GREASE TRAP: NO SEATS PROPOSED
USE 1000 GAL. GREASE TRAP FOR KITCHEN SINK AND DISHWASHER USE ONLY
PARKING CALCULATIONS:
MERCANTILE USE:
USE 40 CCUPANTS INCLUDING EMPLOYEES
(1 SPACE/7 OCCUPANTS) = 5.7 SPACES REQ.
TOTAL: 6 SPACES REQUIRED
13 SPACES EXISTING
CONVERT 1 EXISTING SPACE TO HANDICAP
11 SPACES + 1 HANDICAP = 12 SPACES
12 SPACES > 6 O.K
N
LOCUS MAP
SCALE 1"=2000't
ASSESSORS MAP 88 PARCEL 89
SITE IS LOCATED WITHIN A STATE ZONE I1
SITE IS LOCATED WITHIN THE AQUIFER
PROTECTION OVERLAY DISTRICT
ZONING SUMMARY
ZONING DISTRICT: B-1 BUSINESS DISTRICT
MIN.
LOT SIZE
25,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
75'
MIN.
SIDE SETBACK
25'
MIN.
REAR SETDACK
20'
MAX.
BUILDING COVERAGE
25%
MAX.
IMPERVIOUS COVERAGE
70%
OWNER OF RECORD
JORGE M.ITURRALDE
26 RUNSTONE ROAD
SOUTH YARMOUTH, MA 02664
REFERENCES
DEED BOOK 34198 PAGE 286
PLAN BOOK 182 PAGE 87
2& f-
MA HJJV
31118111WVda(I 91IV014 4lnomm)L
NOV 0 2 2022
HEALTH DEPT.
SITE PLAN
OF
443 STATION AVENUE
SOUTH YARMOUTH, MA
PREPARED FOR
JORGE MENDOZA
DANIEL)��F DANIELA.y6 DATE: JUNE 10, 2022
OJALAN JALREV: JUNE 27, 2022 (EXISTING SEPTIC)
No,40980 No.46502 1
DANIEL
A.
OJALA
No.40980
OJALA
CIVIL
No 46502
DATE DANIEL A. OJALA, P.E., P.L.S•
Scale: 1"= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
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down cape eadiaeeri�g, iaC.
civil engineers
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