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HomeMy WebLinkAboutDOA - 14 Beatrice Lane - Utilities & Gradingi:��' I CUT AND `CAP I � I � ,WATER SERIVCE,S / ; f,T WATERT MAIN - NOTES I I 1 / �#37/49_- cO___� 1. DATUM IS NGVD29 MAIN HY�? TB W W OME TERRACE NEW TS &GATE _ EXISTING WATER I - / O I I NEW 8" MAIN / - - H WI / 2. MUNICIPAL WATER IS AVAILABLE • -977 / � VL#37/48 �_- W N.-� c _ - / 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. W • 721 / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS / RADIUS = 50' PRESSURE DOSSED SAS WITH 5' REMOVAL - \ / / TO BE AASHO H -2,Q 1 • OF UNSUITABLE SOIL REQUIRED AROUND I / O�`� PERIMETER OF LEACHING FACILITY, DOWN - - - _ 1 / / 5. PIPE JOINTS TO BE MADE WATERTIGHT. rn TO SUITABLE SOIL LAYER. REPLACE WITH .I / - = _ AN MED. SAND, TO MEET �- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH CLE C9 / SPECIFICA710N5 F 310 CMR 15.255(3) - � � PLANTING BEDS ` 1 ,� , I 1 310 CMR 15.000 (TITLE 5.) ROUTE 28 STATE HIGHWAY X13. F. -v REFfo`IE�PWEM 7- G� '; i10� ' 1'�1/1 / / �- \ , \ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO _ O \�X BERM/SFRETING NTINGS SEE BERM sEcroN [14 2 / 11 I� I po BE USED FOR LOT LINE STAKING OR ANY OTHER _ rn BERM SCREENING LL JJ .% 1 1 1, / I O PURPOSE. -590.66' TO MH'B-FNC� , �� �)Q y?> �� z -- ��/ \ / 8. PIPE FOR SEPTC SYSTEM TO SCH. 40-4" PVC. \ \�/ [16] \ 1� \ / BROOK EXISTING PAVED / 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED \ 1 [14] x ��� \ / PARK / WITHOUT INSPECTION BY BOARD OF HEALTH AND PARKING / t. �J5 I I PERMISSION OBTAINED FROM BOARD OF HEALTH. .10 28.9' S PROPOSED P I / 1 F F / I I 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 1 M/W II I I I eoNURi "\�\ X14 \� I ` 11 1 DIGSAFE (1-888-344-7233) AND VERIFYING THE \ � L:..;. ..;;.'::;:; :;;1 r,',::c i, s.: 00% II \\ ` \ 1 1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES AD yc PROD 0 F I X13.3 RESER I_ DDI^D C MMENCEMENT 0 WORK. 4918 SF _ - w x: 2 s I M� 1 37/63 q.5 \\ �1 AND AROUNDPROPOSEDBE • 1 / 8' 11 ANY UNSUITABLE m l I - - - - - - �� REMOVED NG FACILITY. THM 1 Z 1 _ _ _ EXISTING 5 - - -- s 3'11 ' I /37/61 _ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUSo MAP BUILDING \ I SEPTIC EASEMENT I 1 I I ToWN1-Of YARMOUTH / S - / j REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. - 1 LL20.0' I . 1 1 `# #28 VE ALL SEWER LINE THAT ARE WITHIN 10' of ASSESSORS MAP 37 PARCEL 62.1 �I 1 FMLY ANNIES X135 1146 ROUTE 13. SLEEVE S 1 1 I BOOKS + . SOUTH YARMOUT ANY WATER LINEDUNITLOCUS IS WITHIN FEMA FLOOD ZONE B H. MA p� 02664 �z� . SEPARATE LINES/METERS EA. .. & 1 1 1 N/F DOROTHY ISSNER PANEL #250015 0 I G 14. NO HAY BALES SHALL BE USED ON THIS SITE. A9 (EL 10) AS SHOWN ON COMMUNITY 1 1 - - w �T' \�` I I I \ FH ;11 �\��S\Q r✓�P5 \�0�� 005 D DATED 7/2/1992 PROPOSJl�e1 CB NO DH FIND �© f 1 I I DUPLEX 1W S FIRST FLOOR 1 DISPL. S66'39 00 n' I X' 2 EL. 13.5 ,2\ MgppE 1 1 1.23' 1 m I iI I \D E F�OODZD\\ 1� I `3I 1111 iP.I { 1 1 1111 I ° ' I I 1= �`� 37/60 1 1 F�0OD _NEB \ o l m 012 / 1 1111 D• v'/\�+ / I l� - \ EXISTING PAVED �NE10A9 - _ _ , I,CBB cBT - x 11 s I II I / \ \� z� 1 6 \ 1 \ > 1 / ,,1 PARKING X12.5 / / \ 1 BETWEEN MOTEL 1 I �D� VENN - I / 1 ¢ I BUILDINGS S i '� i� `L10� � � % rf Z N M° WI / k 1\ N twit EXIST. MOTEL SEPTIC DESIGN: - 6116 S.F. RETAIL 0 50 GPD/1000 S.F. = 306 GPD 20 BDRMS 0 110 GPD = 2200 GPD 24 FAST FOOD RESTAURANT SEATS (OPTIONAL) 0 20 GPD = 480 GPD TOTAL DESIGN FLOW ESTIMATE = 2986 GPD S/T - 300% REQUIRED IN 2 COMPARTMENTS 2986 GPD X 200% = 5972 GAL, 2986 GPD X 100% = 2986 GAL USE A 7000 SEPTIC TANK #1, USE A 5,000 GAL SEPTIC TANK #2 USE A 3000 GAL. SEPTIC TANK WITH A MicroFAST 3.0 FAST UNIT PUMP CHAMBER: 2986 GPD RESERVE REQ. USE 5000 GAL P/C GREASE TRAP: 15 GPD/20 SEATS = 300 GPD USE 1000 GAL G/T LEACHING AREA = 2986 GPD (0.74) = 4036 SF REQUIRED USE A 4,909 SF PRESSURE DOSED FIELD WITH 1.5" LATERALS (6) WITH 192 1/4" SHIELDED ORIFI AT 5' O.C. = 4909 SF 4909 SF X .74 = 3,632 GPD > 2,986 GPD DESIGN FLOW, O.K. 26 2.5 SLEEVE 1 -z \ TYP.) Q d CB/NAIL FIND 1ti.1 -- % / \ I ~ 1 \ DRAINAGE TEST HOLE LOGS CD \Z \ 1 1 � CO � � / PROPOSED 1 1T L10E 1 0 \ I ENGINEER: DANIEL A, OJALA, PE. SE#1805 l 1 o �, N DUPLEX #2 ��r> 1 0 A 1 N �, o [10] I ti^ \\\ N N FIRSTLOOR cc woRK 1 I 1 I WITNESS: NONE / v \\ x x o\ DATE: 6-23-2005 1 1 X// Tjc a 2 I 1 l �PERC. RATE _ < 1 MIN/INCH M --t:sK CLASTS I SOILS LEGEND 1 1 129/ 2 F O NEW PANELS •12",6 DB PP 1 - 99- EXISTING CONTOUR 1 1 r' , P ADJUSTED GROUNDWATER 4.3' �/ -o ELECTRIC ..3^pp 1 / X 99 1 f O t \ 0 5"RR GROUNDWATER ADJ. DATA: PROP, SPOT ELEV. N O C7 F.A. S. T. I A ,y 0 \ CK I 1 LR1 + RES.J / / 9 PP •12^PP 1 -[99]- PROPOSED CONTOUR 1 / WELL: MIW 29 J 0 F.A.S. `C8'PP•g^pp / \ ZONE: A TH1 S�NS�`L• NBLOWE ¢••6 FP •6 "PP ZOR i \ TEST HOLE 1 O �NPGF' F" i X g % \\M/0Aj.. 0 EV L1 B1 "CDI� •� g„pP. 7"PPII ADJUSTMENT: 0.8' 'f + 1 CATCH BASIN 1 37 62.2 ->,� C.l� O 1 4'PPs,"�PpP ' S"P JUNE 1 / '`\ \ '12 P < Y i \ �/ Lif; "PP CO-) UTILITY POLE �'/ O/ I J ��'� 9SF 4"P •�j8 PPP •5. FIRE HYDRANT 1 ( N/F DANGELAS, DODU�YIS �` / Q' '� - +_. 1 0 •15"PP o \ II�J TREE / PROPOSE $ ``'�,'.' := o •4" R o 0 C� 1 I SOUTH YARMOUTH, M / DUPLEX Tr / X10] - 1 S s^P • ' 1 1 �}E FA\ py 5 -pp. •4"PP M \ PROPOSED SINGLE LIGHT 02664 / FIRST FLOOR CYCLE T 4 P 1`PP" •6^OAK 0 / EL. 14.4 CG LINE M C C RAIL FENCE PER 1 1 PROPOSED SINGLE M%/ �• VE 2 `Q RF \ I I N YARMOUTH CONSERVATION WATER SHUTOFF 1 RAIL FENCE PER 1I0 `8� S F 'Pik 6"P � COMMISSION (TYP.) C- GUY WIRE (YARMOUTH CONSERVATION PP .�/ 9S F O� ' 1 1 COMMISSION _(T-YP.j .�/ ` Fli �9 1 _ _ \ \� } o� \� �q I 1� \ 3.2% ( SIGN 1 1 / Oi / _.'�I`I. \ \ �T 0��}\ 'JT ` \ \ \ /•, r O MONITORING WELL 1 1 \v�• �OF�W-.-s' I ,\�`. \ • S \ _ ��' N �\ \ 2 LINES \ 1 \ \ �' Q) - E - ELECTRIC LIVE � f n - D DRAIN LINE 1 1 `b � / 5• pFF iLANO -/ / / Gv IO \ ,� \ \�\ h -S- SEWER LINE I 1 /'� / - W WATER LINE ff}� G GAS LINE OHE OVERHEAD ELECTRIC NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING DCE #02-250 1 CB W/CROSS/ �� . - - C0Q1 PROLES t3 N FIRSTOR ♦ 1 CO LOT 4 \ 8 PROPOSED SINGLE / / 0 RAIL FENCE PER CB /' / ^ \ YARMOUTH CONSERVATION \ \ ; i� Lot "d CROSS / / \ \ COMMISSION /� \ l � 16 8Z .� _' / S o / &6 i N i ESTIIJIATED HABITAT Q \ _ NH SE P PRIORITY/� 4 ELEV A 0„ 99-5, B LS 1OYR 6/8 24" 1 17.5' C M/CS 2.5Y 7/4 3.5' 120" I 1 -0.5 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 ] i II h II �I. SII i IN WEST YARMOUTH, MA #251 ROUTE 28 PREPARED FOR CHARLES WHITE MANAGEMENT DATE: SEPTEMBER 18, 2012 REVISED: NOVEMBER 29, 2012 REVISED: DECEMBER 17, 2012 (WLL, NATIVE PLANTINGS PER CONCOM APPROVAL) REVISED: FEBRUARY 28, 2013 (HEALTH COMMENTS) REVISED: MARCH 29, 2013 (PB COMMENTS) REVISED: APRIL 8, 2014 (LOT 1) off508-362-4541 fax 508-362-9880 downcape.com down cape engineering, inc. civil engineers land surveyors 939 Mcin Street ( Rte 6A) DATE DAN11E ''kMJALA, P E , p L ,;`c YARMOUTHPORT MA 02675 Scale:1 30' UTILITIES/GRAD( G 0 15 30 45 60 75 FEET SHEET 3 OF 5 PERMIT SET- NOT FOR CONSTRUCTION 02-256 CHS WHT 2014.DWG F off508-362-4541 fax 508-362-9880 downcape.com down cape engineering, inc. civil engineers land surveyors 939 Mcin Street ( Rte 6A) DATE DAN11E ''kMJALA, P E , p L ,;`c YARMOUTHPORT MA 02675 Scale:1 30' UTILITIES/GRAD( G 0 15 30 45 60 75 FEET SHEET 3 OF 5 PERMIT SET- NOT FOR CONSTRUCTION 02-256 CHS WHT 2014.DWG