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HomeMy WebLinkAbout223 Route 6A - Site PlanI 21 DCI io a� O N N NOTES" 1 APPROXIMATE O PRIOIRTING TO ANYDERGROUND EXCAVATIONUONITIES THISSSITTE,LAON THIS PLAN THE EXCAVA NG IS 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. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 3. ADDITIONAL LOT COVERAGE BY STRUCTURE AND PAVING = 839 SF 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS BALE WERE SPECIFIED " PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. EROSION CONTROL AND SITE RESTORATION AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. PREPARATION WORK HAS efcuO. AND YARMOUTH HEALTH REGULATIONS. 2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A EW125. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. 6. DESIGN LOADING FOR ALL PRECAST UNITS 3. THE CONSTRC TCN DEBE: WORK RIS FROMTHEPROJEALL CT AREPCONIBLE FNEDOTO THERE THAT PROJECTSSITE DURINGATION AND CONSTRUCTION. TO BE AASHTO-H20 UNLESS NOTED. PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABRJZATON OF THE E 11 7. REF. ZBA SPECIAL PERMIT GRANTED. SITE IS ACHIEVED. 4. THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WALL BE SPREAD WITH WITH AT LEAST 4 PROPOSED WORK LIMIT LINE INCHES OF ORGANIC LOAM, AND SEEDED WITH GRASS COVER. STAKED HAYBALES AND/OR SILTATION FENCE SEE DETAIL dbPROPOSED 600 GAL. LEACHING CATCH PROPOSED 11/ BASIN WITH 2' STONE AND ULKHE 600 GAL. LEACH PIT WITH 2' STONE OVERFLOW EA a 121.38' EW8 3 1,11, 1111, °` SECOND ROW STAKED HAYBALES AND SILTATION FENCE N 4 EDGE OF WETLAND W � W � G PAD co 11 EW6 W PR AD0 NED 20' ZONING SETBACK ^ 17 -- \ \ (280 LINE 20 � � � NEW SANITARY TO ` \ ,� 16 PIPE DIRECTLY 0 TANK \ ` EX STING EOP \ DUMPSTER N KITCHEN OW \ f _ . j ON L LINE `ti BENCHMARK: C TE F COVER 20.87 719 I �- EXISTING E AURANT BUILDI ` \` \ \ `' \! EXISTING 11,50 GAL. SE TANK ,\ O / FLOOR EL. = 24.31 \\ \t . \ \ t 21 UTILIZE AS FIR TANK IN SE S TOP FOUNDATION EL s 23.26 I CT2 NuMP pe EXISTING PAVED PARKING 0 20 SPACES OO is b2 FHAMBER Do RE OVE EXISTING -'- EXISTING PAINTED in nv. I a PU P CHAMBER SAWCUT LINE PARKING STRIPING (T(P.) tN 6000 GALS I�6.zo DBOX AN� DBDX PERT E 5. 4 SPACES REPAINT AS REQUIRED SE TIC TANK: SE OND TANK N $TZ NEW GREASE TRAP IN SERIES 8.l0 NEW VAIIVE P / PROPOSED SILT FENCE AND HAYSALE LINE PROPOS l' 3,000 GAL. H-20 E , E E l / AROUND TEMPORARY DEWATERING EXCAVATION DD1Ti01J { 72 $ CONNECT TO EXIST. G/T 3 SPACES _ _ _ _ PUMP CLEARWATE INTO THIS EXCAVATION PSC j, WHILE INSTALLING SEPTIC TANKS/PUMP CHAMBER 7.\ ^ '%'✓`�/r-I-r'v, �(2 ) r_ �N� vw1 j'I_.l\,y.l - v l(.{,"r' Je'''�i ,\�.t i�.,/I�4 i1 s.'j MAINTAIN SILT FE N E/HAYBAL E` NTIL OPERATIONS '� 1 iNEW �GAL. PUMP CHAMBER . E COMPLETE. [21]3" TRANSPORT 20PROPOSED�LINES (P.) Co/CONTOUR PROPOSED ROCK TREEWELL EXISTIN w 6 H(VARIES) V_ PROVIDE 43' 40MIL LINER LINE TYP. 7,40 SF AS INDICATED w RESERVE Y` 'V AREA .' �^ `4� i`, ✓-,�'.` �\\�y Y �,� "/ `�, ,: �y T`,_�' f _ .� � [22 r. \�...__ z, r" � 20 � v- I / " RMER BUILDI r_ o PROPOSEDtL 1231 _ _ _ ,i 1.186 CA e2 © AREA DRAIN 7,550 SF 0 S 1000 GAL H-20 LP o PRIMARY ~ _ WITH 2' STONE _ `� LEACHING FIELD -��� o N. S " FRAME & GRATP- PRESSURE TO GRADE I O vl DOSED 22. .. D.� '\J CLEANOUT - �'.. '.... l....'.. v +19.0 �y CES'.'.r ...........--'-'..�.TV TO GRADE ��" ' SETBACK 2C, ZO 24.0 l r t' f s 201.25 O.A. �w Ma \ w � } CLEANOUTS TO GRADE AT END OF EACH LATERAL (TYP.) APPROX. SAV LINE 456 � 7 v, •�: �,`'y � m�.LLAT � 26 ,fw � INSPECTION PO ��\ PROPOSED �� `k; f i ,, APPROX. LIMIT 0 4'SCH40 PER OhATED ;1 1, I„ i; 4" CENTRAL FED MANIFOLD 26 EXISTI CHINS REMOVE 2$ PVC VENT LIN TYP. S� ROSE �' 60' OF 40 MIL UNE \ 'TOP EL. 22.5 1/4" ORIFICE WITH SHIELD X28 `N �`.\. - CLEANOUTS BOT. EL. 18.5 SPACED 5' O.C. ON 2" TO GRADE LATERAL SPACED 6' O.C. (TYP.) AT END OF EACH ' 4CENTRAL FED MANIFOLD LATERAL (TYP.) " - \ LIMIT UNSUITABLE SOIL REMOVAL PARKING CALCULATIONS UPSTAIRS: RESIDENTIAL( 5 X 1.1) = 5.5 SPACES DINING AREAS 2,320 SF(1/15)(1/3) = 51.6 SPACES KITCHEN/BUSINESS AREAS: 963 SF (1/200) = 4.8 SPACES STORAGE/UTILITY AREAS: 3,133 SF (1/2100) =1.5 SPACES 63.4 SPACES REQUIRED 70 SPACES PROVIDED 521 CMR: 3 ACCESSIBLE SPACES REQUIRED THREE HCP ACCESSIBLE SPACES PROVIDED INCLUDING ONE VAN ACCESSIBLE SPACE (STRIPE) TREE CALCULATION: 70 SPACES (1/8) = 8.75 9 TREES EXISTING IN ISLANDS PROVIDED SEPTIC CALCULATIONS UPSTAIRS: RESIDENTIAL 5 BR X 110 = 550 GPD TAVERN SEATING: 60 SEATS (20 GPD/SEAT) = 1200 GPD RESTAURANT: 108 SEATS (35 GPD/SEAT) = 3780 GPD TOTAL DESIGN FLOW: 5530 GPD LEACHING AREA: 5530 / .74 = 7,473 SF REQUIRED 7,550 SF PRIMARY AND 7,480 SF RESERVE AS SHOWN > 7,473 O.K. GREASE TRAP: 168 X 15 = 2,520 GAL REQ. USE NEW 3000 GALLON GREASE TRAP. (USE EXISTING 2000± GAL. GREASE TRAP IN SERIES IN ADDITION) SEPARATE KITCHEN WASTE (3 BAY SINK, DISHWASHER ETC.) AND PLUMB INTO GREASE TRAP. REMAINDER OF FLOW TO BE RE-ROUTED DIRECTLY INTO PRIMARY SEPTIC TANK. INTERIOR PLUMBING WORK REQUIRED. SEPTIC TANK: DUAL COMPARTMENT OR 2 TANKS IN SERIES REQUIRED. 5530 GAL (200%) = 11,060 GAL 1ST TANK, 5530 (100%) = 5530 GAL 2ND TANK USE EXISTING 11,500 GALLON SEPTIC TANK FOR FIRST TANK (11,500 GAL. > 11,060 O.K.) USE 6,000 GAL SEPTIC TANK FOR SECOND TANK IN SERIES- (6000 GAL. > 5530 O.K.) PUMP CHAMBER: 5530 GAL RESERVE REQ. USE 8,000 GAL TANK FOR PUMP CHAMBER 2j8fU7 A. OJALA PLS, PE TOWARD SITE EXCAVATION 2' X 2' X 36' WOOD POST WD. POST - 8' MAX. C.C. MIRIFl SILT FENCE OR EQUAL YSI:- -- FABRIC COMPACTED BACKFILL PLAN VIEW - - EXCAVATED TRENCH NTS ME1100 EQ8 JOINING BIT FENCE SECTIONS POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MA.XING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN DRIVE POS7S TIGHTLY TOGETHER AND NATURAL GRADE TOPS OF POSTS WITH CHORD OR WIREST CORE PREVENT FLOW-THROUGH OF BUILT-UP SEDIMENT AT JOINT. NOTE-- 1. OTE1. EXCAVATE A 6' x 6' TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE UNE. SILT FENCE INSTALLATION N.T.S. a't 3 TI' DITCH _ --------------------- 2:1 SLOPE (MAX) g- r- 2:1 SLOPE (MAX) -I - - (2) Y X 1' X 3' STAKES PER BALE I PLAN ` r HA( OR STRAW BALES 8' MIN. EXISTING DITCH SECTION U EMBED BALES r MIN. UPSTREAM ELEVATION EROSION CHECK N.T.S. 11 11, 0 N N � ry I I Scale:1 20' 0 10 20 30 40 50 FEET LEGEND REQUIRED: -15- EXISTING CONTOUR '�Q EXISTING +14.12 EXISTING SPOT ELEVATION '�-� <......,'DECID000S TREE 20 FINISH GRADE CONTOUR n ,\ 21.1 FINISH GRADE SPOT ELEV. 30' 8.4' 8.4' U� HCP SYMBOL ,� £{r jJ SHRUB O MANHOLE � Y"o HYDRANT O CATCH BASIN Qo POLE LIGHT 25% 7.5% SHORT POST LIGHT LEACHING GALLEY & A6 INN (WITH COVER TO GRADE) PROPOSED USE : H-10 RESTAURANT & A6 INN SINGLE POST SIGN CP CESSPOOL (APPROX.) BENCHMARK UTILITY POLE TH-1 SOIL TEST W_ EXISTING WATER MAIN G EXISTING GAS MAIN E EXISTING BURIED ELECTRIC AND U.G. FIBER OPTIC CABLE D EXISTING U.G. OXYGEN PIPING T EXISTING U.G. TELEPHONE NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING FELL- copy LOCUS MAP YARMOUTH ASSESSOR'S MAP 122 PCL. 92 LOCUS IS IN F.E.M.A. ZONE C REFERENCES REFERENCE: DB 7145 PG 191 YARMOUTH ASSESSOR'S MAP 122 PCL. 92 OWNER OF RECORD SMF REALTY TRUST SHEILA M. FITZGERALD, TRUSTEE 223 MAIN STREET, YARMOUTHPORT, MA 02675 DB 7145 PG 191 ADDRESS: #223 MAIN STREET, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 71,779 S.F. 71,779 S.F. MIN. LOT FRONTAGE 150' 204.66' 204.66' MIN. FRONT SETBACK 30' 8.4' 8.4' MIN. SIDE SETBACK 20' 9.4' 9.4' MIN. REAR SETBACK 20' 234.9' 234.9' MAX. BUILDING COVERAGE 25% 7.5% 8.9% EXISTING USE : H-10 RESTAURANT & A6 INN PROPOSED USE : H-10 RESTAURANT & A6 INN (TO REMAIN) SITE PLAN OLD YARMOUTH INN 223 MAIN STREET YARMOUTHPORT, MA PREPARED FOR ARPAD VOROS SCALE: 1 " = 20' DATE: SEPT 22, 2006 REVISED: OCT. 12, 2006 (PARKING STRIPES) REVISED: JAN 12, 2007 (SEPTIC) REVISED: FEB 8, 2007 (DRAINAGE) -/k- off 508-362-4541 1W fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. DILEmpy 06-212.DWG