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HomeMy WebLinkAbout44 Strawberry Lane - Site Plan12.5'± SYSTEM PROFILE (NOT TO SCALE) FIRST FLOOR EL. 21.3' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND EL. 20.0' 19.5' MINIMUM .75' OF COVER OVER PRECAST PREAsr H-10 WATERTEST DID X RISERS (L(P.) rm FOR LEVELNESS a"mscHao PVC PIPES LEVEL 1ST 2' 17.32'± 10- 2000 GAL H-10 14- 17.0' 4'• TEE SEPTIC TANK TEE 16.75' GAS BAFFLE :• _ „8° , _ 4' LIQ. LEVEL (ACME OR EQUAL) 1.3 OA:I o° 1 2 87' 6" CRUSHED STONE OR MECHANICAL I COMPACTION. (15.221 [21) (-2- % SLOPE) MIN. ( 4.7 % SLOPE) H-20 H-20 FOUNDATION- 16' SEPTIC TANK 79 D' BOX' NOTES 1. DATUM IS NAVD88 (READS ONE FOOT LOWER THAN NGVD29) 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 (DBOX H-20) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS AND RECONNECTIONS WITH APPROPRIATE VENDORS. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 13. POOL ENCLOSURE UTILIZES NONCLIMBABLE 4' WALL AND COMPLIANT FENCING, ALL GATES TO BE SELF CLOSING AND SELF LATCHING, OPEN OUT, DOORS ALARMED PER CODE. - - - - - - - - - - - - - - - - - OPA LINE ------ 14. ROOF DRYWELLS TO BE PROVIDED FOR (NO FEDERAL FLOOD \ ALL ROOF RUNOFF, CONTRACTOR TO COORDINATE DOWNSPOUT LOCATIONS, AVAILA13LE NORTH OF PROVIDE DRYWELLS SIZED TO 7% OF ROOF THIS LINE) AREA DRAINED IN PROVIDED LEACHING AREA, / SET IN CLEAN SAND ONLY, REMOVE ANY UNSUITABLE SOILS. 15. NOTE SEPTIC LEACHING REQUIRES UNSUITABLE SOIL REMOVAL, ENGINEER TO INSPECT, 24 HR. NOTICE REQ. REMOVAL 5' AROUND TO DEPTHS SHOWN ON SOIL LOGS, DOWN TO APPROX. ELEV. 3.8 NAVD88 j MAP 131 PCL 1 TOWN OF YARMOUTH CONSERVATION AREA I/ MARK CORNERS OF LEACHING FIELD W/ Locus o MIN. REBAR SET 4" BELOW 0 Rte 64 O GRADE INSPECTION PORT (SEE DETAIL) 0 2% SLOPE \ 20' MIN. REAR SETBACK FILTER FABRIC TOP 13.13' ` 14.0 FINISHED GRADE- 4" LOAM & SEED \i CLEAN FILL �! 4" PERFORATED PVC 5. OG S=0.005 O C 3/4"-1-1/2" DOUBLE WASHED 12" STONE LEACHING FIELD 0 0 oh/- LEVEL BOTTOM 0 - 90.0' 11.8' ( 7 % SLOPE) 9, LEACHING FACILITY SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 7 BEDROOMS © 110 GPD = 770 GPD USE A 770 GPD DESIGN FLOW SEPTIC TANK: 770 GPD (2) = 1540 USE A 2000 GAL. H-10 SEPTIC TANK LEACHING: SIDES 770 GPD (.74) = 1041 SF REQUIRED 26' X 41' = 1066 SF OK 1066 SF X .74 = 789 GPD OK USE A 26' X 41' PIPE AND STONE LEACHING FIELD TOWN OF YARMOUTH CONSERVATION AREA 5.0' VENT Al'CHARCOAL FILTER CONNECT ANDIVENT 6"DEPTH MIN BELOW INV. 12.3' K, GROUNDWATER FOUND ® EL. 6.8 IN TH3 (PERCHED WATER- NO ADJUSTMENT) LOT 2A 7VW-22j, 81, 111,428± Sq Ft 2.01 AC. WETLAND± 0.55 AC. WETLAND± 2.56± Ac. TOTAL (3.333± Ac. TOTAL COMBD WITH 1A) \ \ BVW-22 \ �V BVW-23 I ���---EEE XISTING BRIDGSWALKWAY TO BE REPAIR tEDD IN KIND BVW-21 � �� BVW-24 BVW 20 `N8 i � MOWED FIELD GRASS -19 .-� \ (TO BE MAINTAINED WITHOUT FERTILIZER) , ��'�f A5 EL 12_ (I1-NgyDaB) a BVW 25 �\ B\VW 8 '� EXISTING MOWED c^�\ ZONE C ,-.410 CO, / ` > LAWN " ' AREA o ' tio\ C FhT t BVW-26 BVW-30 BVW,-16�\\RBNG`S-P � 9BVW-27 M� ' C RU)C ```` � �0 MAP 131 PCL 3 23.3 AC± m X u1 Z PHILLIPS PERERA z ou 0 m -C 0 ASSESSORS MAP 131 PARCEL 2.1 & 1.1 COMBINED LOT AREA:. 3.34± AC. LOCUS MAP NOT TO SCALE ASSESSORS MAP 131 PARCEL 2.1 & 1.1 LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL. 12 AND C AS SHOWN ON COMMUNITY PANEL #2500150001D DATED 7/2/1992 EXISTING AND PROPOSED HOME ARE NOT WITHIN A FLOOD HAZARD AREA ZONING SUMMARY ZONING DISTRICT: R-40 Locus o MIN. r� � e� Shop F'ood1 � 40,000 S.F. 0 Rte 64 O a c 0 5"dvsdeF FRONT SETBACK Dennis Pond x 0 SIDE SETBACK 20' ASSESSORS MAP 131 PARCEL 2.1 & 1.1 COMBINED LOT AREA:. 3.34± AC. LOCUS MAP NOT TO SCALE ASSESSORS MAP 131 PARCEL 2.1 & 1.1 LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL. 12 AND C AS SHOWN ON COMMUNITY PANEL #2500150001D DATED 7/2/1992 EXISTING AND PROPOSED HOME ARE NOT WITHIN A FLOOD HAZARD AREA ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' OWNER OF RECORD JOHN W. & SUSAN M. BASSICK 65 MARSHALL STREET PAXTON, MA 01 61 2-1 233 REFERENCES DEED BOOK 18004 PAGE 134 PLAN BOOK 493 PAGE 2 K TEST HOLE LOGS M ENGINEER: DANIEL!, A, OJALA, PE. SE#1805 DANIELI E. GONSALVES, SE #13587 WITNESS' AMY VON HONE, RS TBVW [12) k �-BVW-28 (NO FEDERAL FLOOD BVW-291 INSURANCE DATE: 12/5/2013 r;..[14] � `� ` / AVAILABLE NORTH OF -15 ; -\,� j _ + IV �� �, 7.9 < 5 MIN INCH - ♦ \ y = / PLAN' J)J 62s \ ,1 - BVW THIS UNE) PERC. RATE _ MIN/ INCH 4' G Swp-- BVW ` /ox \ } I_WALL I74.5]��� \ _LINE',,\-` --- -ORA UN_EJ- / __DPA -- - - - 1 SCALED FROM FEMA CLASS I .SOILS BVW-14 f ELOCAI'E -!, U s., \ 6 {1. I I \ C. +O,P1 MAP Wy p O} /I '� f18.5 I L1111J \ v 1 WINDMILL TO i/'� \3 ) ELEV. EAST OF Ic, N. 6 ,/ / of ROOF DRYWELL $; +STI [S ] ELEV. EXISTING SHED 1 �.� }/ /� 7 > LEVEL LAWN SEE NOTE 13. V f`��' LOCATION. WALL , \ /1 AREA 1 r'�`.` \�F II Q" 12_8' D° - 13.2' FOUNDATION li \ I j `19 % I $ L A -7 DGW-13 35.1 S I//�O 50 OFF WETLAND 12" 10YR 3/2 11,$' SL ', \ 1 8" 1OYR 3/2 12.5 EX.HO B HOUSE i 1 V 1 POR + f i B V J DEMO " /,/ LS x k1 JG a8,.� \ 1 1 LS II % 2B" 10YR 5/8 10.6' 36" 10YR 5/8 10.2' BA-1\� / I! P MNS• E3 NPVO 4 ' 1 \\ C 1 C1 YEkC G - I \ FS \ ; •' f o I '\ FS 60" l OYR 6/4 7.8' 60" 1OYR 6/4 , \ - �{ 100' FF ETLAND 8.2' WNDMIM C2 C2 SIL evw+>i a//SiL UNSUITABLE BLE a�� V 10YR 5/4 1 OYR 5/4 (NP.) QSELF CLOSING GARAGE SELF LATCHING 108 3.8' 108" POOL 'FENCE / ,J / 33 2' o 4J� oI4/� GATE (TYP.) ° �• / C3 is / vi i ° o' if C3 -9vw-loiI �o�/ / .mow o�tv� N� o,! , , , ,+, � FS FS } / /,O�ry w'/ '•'•'•' 'j ' •.APPROX. D -RAT1 I'10YR 6 3 STONE LL ' I I / 10YR 5/3 ( 1 I 156" -0.2' 168 // r.........:E1$3:.'.'t'•:':':':':':' -0.2' /\`'`lah „ oe��° rr I i GROUNDWATER ENCOUNTERED AT 96" GROUNDWATER ENCOUNTERED AT 114" // 12 / + NEW ALIGNMENT y'i/ / ISLAND �`; .�<'.:, it '�\�F°'O O�%% I r / PAVED DRIVEWAYF // .'.' ^`�.'.- N N Fi`QO��Q��G� `•, �I 3 ELEV. 4 ELEV. 011 0. vo sl f v ...c)`5.:�.. Y A A + � ::r ' � F � a � r � I SL SL I +\ i REMOVE SECTION'OF l 12" 10YR 3/2 10.8' 10" 1 OYR 3/2 11.9' I v I! l DRIVEWAY 1 is:� 111 ! LS LS /E \'•. :..:. �.\> // XISTING WATER SERVICE �/ o (WITH BOULDERS) \ PROPOSED SEPTIC LEACHING, \ I' / $ 30" 10YR 5/8 9 3' 36" 10YR 5/8 9 8. \ (((REPLACE IN SAME LOCATION) / \ UNSUITABLE SOIL REMOVAL _ � �`��� II I / LIMIT, SEE NOTE 15.,�-;`.,-; \ Y/ I' s/ C1 ! C1 \ u FS M/CS VENT ExlsT. o. \ ( SHED 60" 10YR 6/4 1, 48" 1 OYR 6/8 6.8 •\ X .... �...... R SIL UNSUITABLE6211 SiL \ ti \\ 'tia•'•'•'•`'"•::.:10YR 5/4 (TYP.) 10YR 5/4 �, ^o.\` \ :` ,•fi4,•, EXIST. I 108 2.8 96 4.8' MAP 131 PCL 5 ,�� o� \ GARAGE TOWN OF YARMOUTH FIELD ADJUST �� �r C3 C3 •. .. ' CONSERVATION AREA Bim, 89���` , 0 SAVE 18' OAK THIS AREA. FS FS \ BVW-7 % ADJUST DRIVEWAY \ I W ALIGNMENT, PORTION \\ LIGHT - I „ 1 OYR 6/3 " 10YR 6/3 - g lyW=g ` OF EXISTING STONE 1*'.''' (TYP.) `\ F 156 -1.2' 156 \ ♦ WALL T,0 BE REBUILT 1 !i '`�: \ \ ♦ TO EASY \ J \\ X \ ♦ , ��1 + \ '•;• •'•'•'•'• \ 1 I GROUNDWATER ENCOUNTERED AT 60" GROUNDWATER ENCOUNTERED AT 78" 8 \ BVW-5 I \1! I + ' LOT 1A I+ s 171018± Sq Ft (UPLAND)\� \' Bye �' ��a \\ 'r - ➢ \\ i 17,023± Sq Ft (WETLAND\ \Gti :�Er OVA . BLOCK of o + E` DRI(JEWAY, BLOCK \ .'. 7i.'.'.'. d1 ���IIIIII ,yry I 0.39. Ac. \ \ .(...:... I WI w it ♦ TOTAL: 0\78 ACRES I 11 \+ 'i'.'.','p 1 / RE GATED STONE TOVJN OF YAlil®UTFI \ gyW_4 Iq. (3.341 \Ac. TOTAL WITH 2A) REVIEWED FOR BUILDING AND ZONING CODE COMPLI- j I F 55.4/' _ ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE 1 I BVW-3 'W APPLICANT FROMTH PONSIBUTYOF. SBUILr COMPLIANCE P i BVW-2 \B / BVW-1 '-� =- 405141' O.P / III / ;' ROAD .��601 BVW 1� R� I / i .- ----�- PUBLIC WAY 60' WIDE 1950 LAYOUT PB 96 PG 47 -- )ANIELA. OJAIA CIVIL No. 40502- DATE 0502 DATE BENCHMARK: HYDRANT TAG BOLT ELEVATION 17.2 NAVD88 DATUM ' ar 1Gutta Ifealtb Department � �� ame Date r\ �1 lc�>42..�,7 t1 Or 01 y> ��'' NOF S'F C,AtN 0r Mq5 M' -I AA- cy�� DAIvi�L DANIEL . e CJAL. DANIEL A. OJALA, P.E., P.L.S. DATE: G BUILDING OF "OTBC& An as bu 't plan must be oubmitted to this department Prior to foundation inspectio*t p"r'ny fuMBF @Ofttmetion: FILE CGP' SIFE PLAN OF #122 THACHER ! SHORE ROAD YARMOUTH PORT, MA PREPARED FOR JOHN & SUSAN BASSICK DATE: JANUARY 22, 2014 REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM) REVISED: 3-14-2014 (SAS INVERT) Scale: 1 "= 30' 0 15 30 45 60 75 FEET 13-038 BAYSIDE BUILDING.DWG I s off 508-362-4541 fax 508-362-9880 downcope.com OW4 cave engineefing, inC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #f 13-038 )ANIELA. OJAIA CIVIL No. 40502- DATE 0502 DATE BENCHMARK: HYDRANT TAG BOLT ELEVATION 17.2 NAVD88 DATUM ' ar 1Gutta Ifealtb Department � �� ame Date r\ �1 lc�>42..�,7 t1 Or 01 y> ��'' NOF S'F C,AtN 0r Mq5 M' -I AA- cy�� DAIvi�L DANIEL . e CJAL. DANIEL A. OJALA, P.E., P.L.S. DATE: G BUILDING OF "OTBC& An as bu 't plan must be oubmitted to this department Prior to foundation inspectio*t p"r'ny fuMBF @Ofttmetion: FILE CGP' SIFE PLAN OF #122 THACHER ! SHORE ROAD YARMOUTH PORT, MA PREPARED FOR JOHN & SUSAN BASSICK DATE: JANUARY 22, 2014 REVISED: 2-10-2014 (ADJ. WINDMILL PER CONSCOM) REVISED: 3-14-2014 (SAS INVERT) Scale: 1 "= 30' 0 15 30 45 60 75 FEET 13-038 BAYSIDE BUILDING.DWG I s