Loading...
HomeMy WebLinkAboutApproved site Plan 8_8_23(FND) � TOP OF COASTAL BANK -��/ SCHOFIELD / _-_ �� i��\ �� `� \L BROTHERS/CB NO TE : ` SCHOFIELD (FND) ,' __---- BROTHERS/CB �' �' 11 �_,�� _ ��� ��- No WITNESS 1`L _ ^STK(SET) I SCHOFle bp' 1 FOR PLANTING DETAILS SEE MULCAHY DESIGN GROUP - _ _ (FND)j% BROTHERS/CIB I I LANDSCAPING PLANS 1_1.0 THROUGH L6.0 x (FND) 16.42 15 o" / I / SPIKE(FND) \I //'� ' i�'/���---- -�-- 16 -�9: ��19.00 / BENCHMARK , , /�- / x12.97 ELEV.=7.13' / , �i//��%' ,� /,� /'f---- x 16.55 --- 17 // so (NAVD88) 11 I Ii I �I� 50'UFFER 18 GARAGE - EXIs1 REMA`Ni /� i i i ' TO /TOP OF /// 126o 13.8 ��� (TO 28,1 i , COA'�TAL BANK /4.63/ / // i // N ,7. / '/ /// ' ' _x 19.15 - 19 -- PCD D9 PCD D8 EXISTING LEACH PITS / E"TING GRAVEL DRIVEWAY SPIKE D) AT 5 SMITHS POINT ROAD / RIERAND21.07 // i ;A// /, /, ///� /SILTATIO LIMI4ROF WORK // / / / 15. 6(0 / / / I \ \ \ � / / , / / / / / / / \ /i r x i / / , , /� I / / / / / / APPROXIMATE LOCATION OF I \ � \OO BUFF__ / 3.4/9 , / , , x� / / / / / / / UNDERGROUND PROPANE TANK f \ \ \ le, - - - ' / x DOWNSPOUT RECHARGE �AIN \\ \1 `- - - - i / 17.90 zOF 21.8, \1 N - COASTALP BANK 1000 GALLON LEACHI CHAMBER (H20) / --WITH 3-_FEET-0FSTONE AROUND x 20.38 / c,+ ice. ��\\ ,/ /' ,' /' •/ /' // '� �� / V /� ,' / / ,/ / i I I / � __ _-�r��_21 \ 1 / EXISTING tK DWELLING ;D D11/''// '' /O __ Q;� ; \ (TO BE RAZED) r (/ x /i //' ^,' /� 1,.�/ /' I ji / /�/ \ PROPOSED (5) o "C .------ - --- C / 47 / / / / / // // /, /, 1 / i �_ __------------- ---- ------ --- \ i I �00-GALLON N Pcp/ --T------L-20----------- `. d1 A. I UEACHING CHAMBERS / cr 15 / / / i % / �) ) I o 20.30 RISER \ \ \ \ I I LIMIT OF / _ ' (TYP. OF 3) \=1- - r I OVERDIG •� // / / ,� ,1� / / / / / / / I PROPOSED 1,00 GALLON _ _ - \ I / w I ° L PRECAST CON.C*E-FE- - - _50 � - 120.30 SEPTIC TANK (1 i 20) - - - -, -- � - I i II Nlb �� EXISTING EACH PIT AND 13 i / / / 7A i cn I /' �� ,/ , / / i / 21.1' i ,I ° �`�I - -J �I w' 11 BASIN 0 BE REMOVED) -0 10' MIN. i '/ �, / I 1 / / ai / e� , _ ,'r , / 1 1 , 7O 000• EXISTING TANK \ AT 5 SMITHS POINT ROAD ��- -\ 9R9RID. PILL JESSICA SHIPPS PILL 222 FREEMAN PARKWAY PROVIDENCE, RI 02906 CTF 225968 0' RpD1US TO PRIVATE POND ROAD MITHS 00 00, UNCLE ROBERTS SM\.o_,SR p/NT COVE O 10 cc LOCUS o w W U Z k3l LOCUS yL;D/u6 / �� ,/ ,/ / l v -,} 19.23 I / 15 AT 5 S \ / / / r / O / WELL WITNESS STAKES MARKING -� � SPIKE(FND) w �/ p -o b RISER 10' MIN. �� I 1 ( I ° PRINKING WATER PROPERTY LINES x 15.78 �i' o 0 1 / �� LIMIT OFF- - - /CATCH BASIN (SHOREY MFG R24X36) TYPICAL �; " ° 22.47 x (TYP. OF 2 TONE TYP. I j WITH CONCRETE BASE I ( ) ,� 3q 00' i ,' ,/ 1 -1 � n � / , � AND H2O CAST IRON GRATE / ❑❑Q0]o / I RIM ELEVATION = 19.43 ' \\ // ' / ``' z ICj I / - \ 6" SCH 40 PVC OUTLET INV. = 17.50 / o r" I \ SEE DETAIL 71' O 34. PROPOSED \ / / I o-oo /o o 3-OUTLET \ ( / 5 7$19' / G DISTRIBUTION BOX rn ��OR �233(H20) / z KIT I RQ my r W 17 8 \ , , / 1 SCHOFIELD PCD D5� // x21.12 1 �' H PROP WALKW+Y W/� W \� \ `\O \�_ --- \\ \ \ // ,BASS OPEiVING j' ��'/ Y EASEMENT, 1� 12.50 BROTHERS/CB BO / WA`K / fl o I \ `� `\�\ k-- --- / I ----- \ EXPANSION UNDERGROUEHAMBER V T WATER ' , b \�lA , ) (FND) E 1 12. 4 i E)C T\NG ) i o NTINU V d \ �, /- o / o �� / cp. I x I / I I / o o / 2 .69 .� �� \�� O \ TO REMAIN j /, / �� // / o 0 0� / PLBED v m `� / 0 �� �\ �� w C------�' / /� / E i 2 � \ o / ` WELL SPIKE FND EXISTING WELL x 20.13 1 , / 1 / N83°05'21" , 1 1 o c� \ 20.04 ) \ ® ( ) 19.83 �' / ,' N(z) 6 / o Q / / I �\ (TO BE REMOVED \ ---- \ __ , 1� // // TR-2 j/8.74 0 OR GROUTED AND I -- '� �i /' �'� , ' 60.21' PCp D4 / 1 / \ c� I �P-1 '�\ 21 6 I D - D 4 2� _ ABANDONED) ' 20.33 9 / \ / D 941 OF 6" i� � Q?_-�` 19.5 W W W- �/ I / \ / \ SCH IO PVC PIPE ' O o _ W \ W / W - �W 2d43 0 �qc l \ S�2% MIN.' �o„� ��� -- ----------_ - 1 O qc \ �� , / g' / ,' OO 20.25 - _ \ , ` 7 / I STONE DRIVEWAY 6 I C I , PROPOSED P- 24 TATION Ek' g / IG l\ / --- - - - 40 / TO COMPv ' / / O 22.47 x \ \ x RECHARGE\\ 000GALLONiLEACHI BER (H20) / ` WE�L ED I I SILTATION BARRIER AND �� \ / �-_ ©•~ .08 - , --� 9 82 ( WITH 3-FEET OF ST I��Nbp LIMIT OF WORK / �� \ �� ��' " ------20_-_- II i ALL INV. IN EL. 15.6E 7 X 13 POOL / - TO HAVE AUTO-CO�V€R ,,2�''- CATCH BASIN (SHOREY MFG R24X36) \\ 0 H / 1 / rn WITH CONCRETE BASE I \I AND H2O CAST % �ROq I x \ RIM ELEVATION = 1 . 0 PCD D3 ' I � 6" SCH 40 PVC OUTLET INV. = 17.50 I \ 386.1 B' \ DOWNSPOUT RECHARGE AND OOL DRAIN ( / / 1 SEE DETAIL) I \ S 81° 56, 50„ W / 1000 GALLON LEACHING CHAA*ER (H20) I x ' �i p \ WITH 3-FEET OF STONE AROUND / / \\ / l\ 18.13 (�NP� 0E- / Q RO LOCATION T'/ LINE (TYP pROPERQRpP°SRO uNC�" \ WELL NOTE: Rpp�� W EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED x *0 BY THE CONTRACTOR TO NOT CONFLICT WITH PROPOSED 20.67 \ p2\N0�N° WELL LOCATION PRIOR TO DRILLING OF THE NEW WELL I 1 i I x 19.93 /) ' II 11 PCD D2 325.82' / N/F 81°56'50„ E I BENCHMARK ESTATE OF ELIZABETH ZALDASTANI P.O. BOX 271 I 18 79 i BROTHERS CORNER BOUND (FND) HAMILTON, MA 01936 CTFF, 119728 I / 1 I I \P\CD D1 � Q I L.j / l \ Lv � Z \ I m 0 J U I I I I TOP OF BOUND ELEVATION 19.64 (NAVD88) I 6- O -3 LL I 0 m �__ I� O 67 O �O Q O ' \ N/F \ FIELDS POINT MFG ORP C/0 GREAT ISLAND HOMEO ER ASSOC. 1100 GREAT ISLAND R AD WEST YARMOUTH, MA 0 73 DOC 38448 \ 150' RpDIUAl 39PuNCLE ROBERTS ROAD WATER WELL WELL v-1 I EXISTING TANK 3 ROAD I LEGEND PROPERTY LINE 104 EXISTING CONTOUR 104 PROPOSED CONTOUR OHP EXISTING OVERHEAD UTILITIES W EXISTING WATER LINE W PROPOSED WATER LINE G PROPOSED GAS LINE UGE/T PROPOSED UNDERGROUND POWER/TELCOMM PROPOSED FENCE TP-1 LOCATION OF TEST PIT/PERC TEST 99.76 X EXISTING SPOT ELEVATION QFH EXISTING FIRE HYDRANT UP -0- EXISTING UTILITY POLE 1DCg EXISTING CATCH BASIN BH BULKHEAD 10� PROPSED SPOT GRADE r In -)3 v SB/DH (FND) I I/ 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC Residential Site Design and Permitting LOCATION.• 41 UNCLE ROBERTS ROAD YARMOUTH, MA CLIENT- PETER & ROBERTA FAIRBANKS PO BOX 175 NORTH MARSHFIELD, MA 02059 DRAWING TITLE.• SUBSURFACE SEWAGE DISPOSAL SYSTEM SITE PLAN AND PROFILE SCALE DATE.° DRAWING NO. 1 "=20' 7/5/22 1 OF 2 REVISIONS NO. DATE DESCRIPTION 1 9 6/2022 REVISED LIMIT OF WORK TO ACCOMODATE MITIGATION PLANTINGS 2 9 22 2022 REVISED SEPTIC LOCATION AND ADDED PROPOSED WELL LOCATION 3 10 25/2022 REVISED BUILDING SIZE AND HARDSCAPE/POOL AREA 4 1 11 29 2022 IREVISED WELL LOCATION AND ADDED DRAINAGE IN DRIVEWAY \,,5 1 8/8/2023 JADDED POOL AUTOCOVER NOTATION J