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HomeMy WebLinkAbout83-1939 - Site Plan 40 ev ii CUT AND CAP (WATER SE"� / s IVCEp IA7 WATERT MAIN z - I I ; � ! #37/49- - NEW TS & GATE Hy TB 107 COSYHOME TERRACE WATER MAIN �� I \N ��'- W - / _ _ - EXISTING k o / I I NEW 8" MAIN / #37/48 1 �_ W W' X37 /47� - __ W =VL- --- __ 1 - ___-----___ _ -- 121- / RADIUS = 50' PRESSURE DOSSED SAS WITH 5 REMOVAL - - - - - - / OF UNSUITABLE SOIL REQUIRED AROUNDDOWN zi II - - - - - ■ Il \ O\AF' PERIMETER OF LEACHING FACILITY, TO SUI ABLMEDE SAND,OIL LAYER. AEET PLACE WITH - - - ROUTE 28 -STATE HIGHWAY _ / SPECIFICATIONS F 310 CMR 15255(3) - 1 -\/ _ - - T_ PLANTING BEDS X13. F _-_- -� - - V - _ - - - - --427-1 REP -FOVEA 1 G' ♦ 'T1_ '11/ \ BERM/fREP�JING NTINGS SEE BERM SECTION �j2J / BERM/SCREENING L14 [14 -590.66' TO MH'B F. \ �� ��� a aE -fl - Ozrd', 1 ''. ����/ \ 1 1 .y 1- 1 37163 0 [ 1 15 } 1 I 8 1 II 1 I ----- _----- l� EXISTING % 37161 N `1� I [ 3 YARMOUTH N TES 1. DATUM IS NGVD29 2. 14UNICIPAL WATER IS AVAILABLE 3. 14INIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO 3E AASHO H -2Q 5. PIPE JOINTS TO BE MADE WATERTIGHT, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. HIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BESED FOR LOT LINE STAKING OR ANY OTHER PUR OSE. 8. IPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. LONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. I I BUILDING -- SEPTIC EASEMENS 6 I ` I TOWN' -OF _ 12. �XISTING LEACHING FACILITY SHALL BE PUMPED AND I,I 20.0' REMOVED OR P FMLY ANNIES [ _ X13.5 1 pm `#1146 ROUTE #28 MOVE PUMPED AND FILLED WITH CLEAN SAND. BOOKS [ �,•+' y SOUTH YARMOUTH, MA O< 13. SLEEVE ALL SEWER LINES THAT ARE WITHIN 10' OF 1 I i ��\ [ PATIO \ w•;15 -fin I 0 AN ATER LINE. SEPARATE LIN ETERS EA. D.UNIT. 1 1 N/F DOROTHY ISSNER ;� I A 5 *o _ 02664 V, Y'' W LINES/METERS I [. \ N I VOP PcDF O\\�G 14. NO HAY BALES SHALL BE USED ON THIS SITE. �� I PROPOSED w J f I t G� /\� SEPTIC DESIGN: 1 I CB NO DH FIND SJ© I [ 1 I DUPLEX 4 \ / # P \� I �� I [ I FIRST FLOOR Q I I DISPL. S66 39 00 W 2 EL. 13.5 12\ I _ - \ 6116 5. . RETAIL © 50 GPD/1000 S.F. = 306 GPD / SVP ���\ 24 FAST FOOD RESTAURANT SEATS (OPTIONAL) 20 BDRMS 0 110 D = 2200 GPD Mgpp 1 1.23'\ 1 Cn I �( ®20 GPD = 480 GPD ED FCO 10 L} E LO \ \ W 1 I I f / © P I 1 �G TOTAL DESIGN FLOW ESTIMATE = 2986 GPD I F Op ZONE \ II I j 3% 1 lll�f I O/ ' I I 1 Z\Gj�\ 37160 S/T - 30D% REQUIRED IN 2 COMPARTMENTS I FCO- 8 I m �n I Y 2986 GPD X 00% = 5972 GAL, 2986 GPD X 100% = 2986 GAL 1 FLOOD \ a ►" p L / 1 llf' aw \ , 1 / w EXISTING PAVED USE A 7000 SEPTIC TANK #1, USE A 5,000 GAL SEPTIC TANK 2 I CB7 _ (III \ 4w �' &"S ens' i - - w # 0 CBS - - / �� PARKING USE A 3000 SAL. SEPTIC TANK 1 ��C � X6 / \ I 1 \ 1 WITH A Micro FAST 3.0 FAST UNIT 1 I 70) \ \ _ 6' ANT (III � X12.5 � / / / \ �Ri --a BETWEEN MOTEL - I / I t-1 [ BUILDINGS PUMP CHAMBER: 2986 GPD RESERVE REQ. USE 5000 GAL P/C S X / / X 1 ¢ GREASE TRAP: 15 GPD/20 SEATS = 300 GPD USE 1000 GAL G/T 1 1 i w C5 LEACHING AREA = 2986 GPD (0.74) = 4036 SF REQUIRED USE A 4,909 SF PRESSURE DOSED FIELD WITH 1.5" LATERALS (6) o / I Z �vY WITH 192 1/41' SHIELDED ORIFI AT 5' O.C. = 4909 SF M WI / k \ N X 4909 SF X .74 7 = .5 SLEEVE EX/ST. MOTEL 3,632 GPD > 2,986 GPD DESIGN FLOW, O.K. 1 26 12 1 I Z I \ l �p L' 1 I P I tii FT �r�- N v TYP.) \ \ o \ A ELEV. CB/NAIL FND 1 I II y" 8 \ �' , DRAINAGE °" - LEGEND- 99- EGEND99- EXISTING CONTOUR X 99.1 PROP. SPOT ELEV. -[991- PROPOSED CONTOUR TH1 TEST HOLE (` CATCH BASIN UTILITY POLE FIRE HYDRANT Q TREE LIGHT �Oo WATER SHUTOFF C - GUY WIRE SIGN O MONITORING WELL -E- ELECTRIC LINE D DRAIN LINE - S - SEWER LINE W WATER LINE -G- GAS LINE - OHE- OVERHEAD ELECTRIC NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING DCE 402-256 1 I TEST HOLE (LOGS o \� / w n DUPLEX #2 I PROPOSEDI•INllt USE \I o 1 11 I ENGINEER:_ DANIEL A, OJALA, PE. SE#1805 F� ? 10 I N CN � FIRST FLOOR CO 1< L -NONE 1 I r y o [] Aj \\x CO OR 1 I WITNESS. 72 CO)\\ x x EL. 13.0 0` �!� 1 I 1 / +6.6 1 ( \ DATE: 6-23-2005 2 I I [ PERC. RATE _ < 1 MINI INCH / V 2 Sz,;z',�•,�- I / SS I SOILS 11 II i 129/ O NEW PANELS ,, I I w �/ o ICr.3 PP' De. PP D ELECTR I ADJUSTED GROUN WATER Co? 4.3' ✓ o off- c� F. A. S T. l A N s"PP I L R1 + RES. / \ �" YS EM Z s"PP •12-P' / DECK GROUNDWATER ADJ. DATA: \1 -� 0 F.A.S. . ¢8"PP.g•pp N- \ WELL: MIW 29 • •6"PP i a ZONE: A I PGE Esn� , ii\ M/p NON SLB"CDA _9 PP �.PB �P \ ADJUSTMENT: 0.8 EV. 11.1 7"PP• .6.P, � ' I \ 4"PPS' P s"P ^ r 21%\� / I - (JUNE) 11 LOT SIZE 20,000 S.F. \ 1 11 II 11 111 j7162.2 .PI W, 55 Pa P ' 12.P'� �t4'• < Z I �� J f\ _ 1�S"PP •5"W m m \ I V 1 NI DANGELAS, DOU�LIS P' 2i� - . \\ P`O •5'PP ) o / / / DUPLEX #1 3 SOUTH YARMOUTH, NA rr - s'rP) \ 02664 } / FIRST FLOOR RECYCLE , 4"P �SPP• .4 FF M PROPOSED SINGLE o i EL. 14.4LINE M C �C PPP *S'OAK ) RAIL FENCE PER PROPOSED SINGLE M/w Co VE \Q LPA J I y�\ I N YARMOUTH CONSERVATION RAIL FENCE PER COMMISSION (TYP.) YARMOUTH CONSERVATION 1 COMMISSION-(T-YP.) / ,�� / \�/F ��} \ 'oo �� ♦I ' sT \ 0T3. 3.2% 1 = 0 / LINtS C;a I s \ \ �.\ � I ♦ \ \ \ C 1 CB W/CROSS/\ �O / / /�/� \\ 1�� \ �� 1 ♦ \ �/ \ \ o PROA.OS D FIRST c`�R _ // / ♦i�1 LOT \ CoN PROPOSED SINGLE / CB RAIL FENCE PER ' \ YARMOUTH CONSERVATION � � � \ 1 ♦� - � WCROSS \ COMMISSION / s.9 F'� '�)��/ _t -_j N TED HABITAT /4 ITAT 0� �� /�/ .� /`\�/' A �� / \� / /mo ESTIMo NHESP PRIORITY/ �� `�\/ / B LS 1OYR 6/8 24" 7.5' 120" A M/CS 2.5Y 7/4 3.5' -0.5' LOCUS MAP SCALE 1"=1000'± ASSESSORS MAP 37 PARCEL 62.1 LOCUS IS WITHIN FEMA FLOOD ZONE B & A9 (EL 10) AS SHOWN ON COMMUNITY PANEL #250015 0005 D DATED 7/2/1992 ZONING SUMMARY ZONING DISTRICT: B-2 BUSINESS DISTRICT MIN. LOT SIZE 20,000 S.F. Lc1 N LOT FRONTAGE 125' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' 2� SIDE SETBACK 25' MIN. REAR SETBACK ISLAND RD MAX. BUILDING HEIGHT 35' SITE L a WITHIN A STATE ZONE m LOCUS, MILL �Q CREEK �O �P LOCUS MAP SCALE 1"= 1000' LOCUS MAP SCALE 1"=1000'± ASSESSORS MAP 37 PARCEL 62.1 LOCUS IS WITHIN FEMA FLOOD ZONE B & A9 (EL 10) AS SHOWN ON COMMUNITY PANEL #250015 0005 D DATED 7/2/1992 ZONING SUMMARY ZONING DISTRICT: B-2 BUSINESS DISTRICT MIN. LOT SIZE 20,000 S.F. MIN. LOT FRONTAGE 125' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 25' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' SITE IS NOT LOCATED WITHIN A STATE ZONE II WATER PROTECTION DISTRICT ALL UTILITIES ARE EXISTING ON ROUTE 28 OWNER OF RECORD CHARLES WHITE MANAGEMENT CO. 330 COMMONWEALTH AVE. BOSTON, MA 02115 REFERENCES DEED BOOK 15163 PAGE 4 PLAN BOOK 503 PAGE 58 ELEVATION DATUM NGVD 29 HORIZONTAL DATUM: NAD83 STATE PLANE COORDS STC FLAN IW WEST YARMOUTH, MA #251 ROUTE 28 PREPARED FOR CHARLES WHITE MANAGEMENT DATE: SEPTEMBER 18, 2012 REVISED: NOVEMBER 29, 2012 REVISED: DECEMBER 17, 2012 (WILL, NATIVE PLANTINGS PER CONCOM APPROVAL) REVISED: FEBRUARY 28, 2013 (HEALTH COMMENTS) REVISED: MARCH 29, 2013 (PB COMMENTS) REVISED: APRIL 8, 2014 (LOT 1) DATE DAME ";K-:"-CiJALA, Scale: 1 "= 30' 0 15 30 45 60 75 FEET PERMIT SET- NOT FOR CONSTRUCTION off 508-362-4541 Taz 508-362-9880 downcape.com down cape engineering, MC. civil engineers land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 UTILITIES/GRADING SHEET 3 OF 5 02-256 CHS WHT 2014.DWG