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BLD-20-4325
� _ � LOCUS INFORMATION CURRENT OWNER: 45 COMMERCIAL, lLC TITLE REFERENCE: DEED BOOK 27566, PAGE 273 PLAN REFERENCE: PLAN BOOK 110, PAGE 115 ASSESSORS MAP/PARCEL• MAP 60, PARCEL 173 ZONING DISTRICT: B—t SEfBACKS FRONT 25''� SIDE 25' REAR 20'ts MINIMUM LOT SIZE: 25,000 S.F. EXISTING LOT SIZE 10,313t S.F. MINIMUM FRONTAGE: 150 Ff. MAX. BUILDING COVERAGE: 259 ALLOWED PROP. BU�LDING COVERAGE: 2,516t S.F. (24.4�) MAX. lOT COVERAGE: 70% ALLOWED PROPOSED LOT COVERAGE: 6,380t S.F. (62�) NITROGEN SENSRNE ARFA: NOT A ZONE II FEMA FLOOD ZONE: ZONE "X�. AS SHOWN ON COMMUNIIY PANEL N0. 2001C0587 J, REVISED JULY 16, 2014 * THE LOT IS A CORNER LOT AND AS SUCH HAS A 25' STREEf SEfBACK. �" THE LOT HAS iW0 STREEf SEfBACKS AND AS A RESULT HAS TWO SIDE SEfBACKS AND NO REAR SEfBACK. _ _ — __-- — _ � — _ _ _ '��� �, � 20 COMIVIERCIAL STREET S OUTH YARM4UTH �'�YYy� CONCRETE BOUND WITH DRILL HOLE FOUND & HELD. , . . . � ,.- . . . . . . . . . . . . . . . So.9 �. A � � \ ` l a " ; /'' ' � 'e BIT. ; \ S , , / � CONC. � � � .. �. � � .. �. . . .� � ;r ,1 � � � � ���' "� � � t �''� '� �''.'� �� s�'a : % � ! ,r �''� � � [ �!�/ f/ 1 /e``�i�e` o°° � . . . � � � � i � '. �{�i f+� d'�f�.✓� ,!� ��� `'' � � . � � � SO.6 , , � /� ,�J�/,� ,� � F� �. � � � . . � - S'� . � . . . X � .�. r ' �i r'!r/`j��,'/r ��"y��� i% ``� v /' � � I� . . � � � f�t Jil / l r` A f/��` � ,,� , ;�, ,� . . . � . �. � . � . . . . � , ';. /�'``�, �,;�' ' �,,�� E r�' l , '� , �', � .. . . �. . �� . � . .. � . r'pF/``�,^° n�v �, r i�' , i�:�'�i!�r'". ; �r� o'' � y� r % � . '���bp , � . . . . �' A . . . � . . � � ,,.� yr � ✓f �,. .^' r ` /r-.fifGF�' . � � c?�i3`. . . . . � . . : r ,v�� s; '�f'� � �G11 �, . . . � � ,.' /i 'F/+,ri �- ,- ', � . � . � . . . . . . . � . � . � ������� �� : �� , �� � � �� � � ; , , o�ie�s � ; � �/BATtiT2qC�M s,�..; � � � � ^80.5 iz- 3 9 ` �` ' �,"' � . �., • F ' ;� � .i O�;�P- � . � � ,.� �. � � . . .- . \ .;; r- . j / �� � � � � / , . . . �p�^' � Lt . . / . � . . � . �. • a�� � � ��' . .. . . .. �. �� � � . �� . . � � . WATE E � ` W/VALVE � �� '`� �� � � '/ ��32.2s� \�?1.Sg' � . . .. � . � . .� . � � � �� � . . � `a � . . . �. . . � . � . . . . . �- � . . . . .. . . � G / �`�: �__.-�'` . . �� . . � . �. . � � . . 6 � . CONCREfE BOUND WITH DRILL HOLE FOUND & HEL0. � �� � � , � I�I a o�� g� t � -- 0 � �.,�F � COk'kfiERCiA� YA?Z�lO:t7Fl N�3MINEE. TfiUST �,24 & #3� C0�?h�ER�IAL ST. d�SSE�,O�{5 A4AP £,0 PARCEL ii4 / i \ -- - \ \ �0 / �� � '°r�t�3 , . Gc —/� . � � F � 8025x / 80.50 .. �. . ' .. / G . . . . G � � c� 9� 1• ,� . . N6� k� �O . G . . . . . . . '�, � G / . , � . � ����� 79.35 � / G G`P� yr.. G � �� l�0 � � G 79.75 O�� � � G � �� �� y� .�� s' �. i _ . __ _ ___ , �T� o 2 LOCUS 9�F 2a coMM�Rc�P� ~o �+ Ro� MIIL �N � Z OE�E� � O � � � i�"n O ? � _� LOCUS MAP os NOT TO SCALE � � ._�tNOFAy�. . . . . . �F1^_ 'v9� . . . � o KIERAN J. � . . . o HEALY w � No.48135 � �. . ���� , KIERAN J. HEALY AT PROFESSIONAL LAND SURVEYOR COMMERCIAL DEVELOPMENT 20 COMMERC[AL STREET W SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PI:AN DECEMBER 6, 2013 N0. DATE DESC. 1 12/13/13 SOUTHERN DRIVE GRADING 2 12/17/13 DESIGN REVIEW COMMENTS 3 12/27/13 LIGHTING & SIGN LOCATION 4 1/20/14 PLANT PALETTE 5 10/10/19 ROTATE/RESIZE BUILDING 6 10/16/19 DESIGN REVIEW COMMENTS ISSUED FOR PERMITTING NOT FOR CONSTRUCTION PREPARED FOR: CRAIG WHITi'EN P.O. BOX 1210 SOUTH YARMOUTH, MA 02664 (508) 394-5051 � �=� « n:a�.'w:r:p'i'. 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 C� 2019 BSC Group, Inc. � . SCALE: 1" = 10' 0 5 10 20 Fcer FILE: 4977800—SP.dwg DWG. N0: 6225-01 SHEET 1 OF 1 JOB. N0: 4-9778.00 �� SOIL TEST PIT DATA NOT TO SCALE TEST PR �_ GRD. EL. 81 A SHGW EL --- B LOAMY SAND tOYR 4/6 EL 80.5 6' EL 80.4 C1 MEDIUM SAND 25Y 6/B EL 78.8 26" EL. 78.7 0 - TEST PkT TP-2 GRD. EL , 80.9 SHGW f,L --- A LOAMY SAND 1oYR 3/4 B tOAMY SAND , ,o,� 4,6 I j _ _ __- --- - -- _ _. _ -- --- _ _ - __ _ _ ---_ - - - _ _ , - _ _ . i _ , ''', i� � : ., _; . , ; tOCUS lNFORMATION 500 GALLON CONCR�1 EACMING CHAMBER �H=20� QNSITE SQIL: EVALUATION ` �` ao� Ta scn� - � CURRENT QYlNER: 45 GOMMERC�AL, LLC TEST P1T TP-3 : ' I '' _ TO WIIHNS3 NfXiES TITLE REFERENCE: DEED $OQK 27566. PAGE 273 4' PERfQRATED PVC � GRD. El. 80.1 DAlE:' NDV�MBfR '13� 2013 YV/SCREW CAP TO EXTE�dD DOVM I TE d OF F7NISH. GRADE PUN REFERENCE:; ;PLAN q00K 110.:PAGE 115 TO NAT1iRAL SUBGRADE LOAM AND SEED SHGW EL 70.1 TEST 6Y: BSC GROUP. 1NC. . ALI. DISTURBED AREAS WITNESSED BY: AMY VON HQNE� R.S.. C.H.O. ASSESSORS �AAP PARCEL: MAP 60� PARCEL 173 . � LJCENSED SOIL EVAWATOR: ' KIERAN J. HEALY� PLS f 5' DIA. KNOqCOUT (TYP.) / / ✓ A LOAMY SAND PERCOLAII�! RATE: < 2 MWS. NCH ZONING OISTRICTc B-7 s I . I i CpMC. 12-36" COVER 10YR 3/4 � SETBA¢KS: FRONT 25' { It-1/2 TAPER . � I RlSER. SOfL CLASS: CLASS 1 SIDE 25' � � . 6' EL 79.8 6' REAft 20'rs _ r.- , �.>. �..•- 2' LAYER OF 1/8 TO LLA.R.: 0.74 GPO/S.F. / 1/2'.QOUBLE WASHED g MINIMUM lOF SRE:. 25.000 S.F. ' `p0 �O Q 0 �� �Q � � O O � STONE ABOVE CROWN . LOAMY SAND �O C�O 1�00 �a �� O C3 O.� L7 OF PIPE 10YR 4 6 D(IST{NG LQT SRE: 10.313t S.F. �" 24' � LEGEND no o� o0o cao 00 �o„� �� o 0 0 , 3�4• To,-,�2- _ I�iNIMUM FRONfAGE: ., 150 F7. � l� ' � �` � C} C7' C1 C� .O �, DEPTH ♦ � a 0 � � DOUBFE WASHED 26' EL 78.1 � � 24' MAX. BUILDING COVFRAGE: 25% ALLOWED C�C� ' 0d . L�L�O 0C� �3G� � STONE 'f0 GROWN i��� � Of PIPE ' UNSUITABLE PROP. BUILDING COVEftAGE: 2,516t S.F. (24.4R) 4'-10" `. �1A'fERIALS � C2 (TO BE REMOVED) MAX_ LOT COVERAGE: 70� ALLOWED - 8'-6" �--- 10'-10' --� C C. � _ , EL 75A Y SY 7/6 72 25Y %6 2SY 7%6 � PROPOSED LOT COV€RAGE: . 6,380t S.F. (629.) I �Qf�T VIEW a�f.(,ZE �(IEW • PERCOLATION NITROGEN SEN51T1Vf AREA: NOT A ZONE 11 ', iEST RANGE �Mp �1.00p 20N�: . ZONE "X", AS SHOWN ON COMMUNITI'4 ANEC N0. : y93E$ NO GROUN�WAIER NO GROUNDWATER NO GROUHOWATEfi : 2001C0587 J. REVISED JULY 16, 2fl1 I; : OBSERVED OBSERVED OBSERVEO ,` i. ONE AtxESS COVE12 PER SYSTEM �1ALL BE'RAISED TO FINISH GRADE EL. 71.0 720" EL. 70.9 120' , 0.. 70.1 120' . S1IMATED �' TNE L07 )S A CORNER LAT AND AS SUCH HAS A 25 STREkT SEfBACK. 2. "CHAMBERS SHALL 8E 5Q0 GALLOI�1 L.EACHINCa DRYWELL, MANUFAS ON� BY SHOREY OR APPROVED EQUAL � 3 �EOTEX7ILE FA9RIC MAY BE USED IN L1EU OF DOUBLE WA9iED T DESIGN CALCULATIONS pFsicN �ow 1 GARAGE WORKING BAY =250 GPD 180 S.f OF OFF7CE (75/7000xiB0) m t2 GPD 4 X 15 GPD/PERSON = 60 GPD AIINIMUM DESIGN ELOW �322 GPD ' � R�O IRI�CTNK . .- � 7ST COMPARTMENT = 322 GPD X 200% = 644 GAE,LONS 2ND COMPARTMENT = 322 GPD X 100X = 322.GALLONS USE 1,50Q GALLON 2-COMPARfl1ENf TANK SIZE OF RE6t11RED L4GHING FAGiL�?1' pESIGN PERC. RATE: <2 M!N/INCH LONG TERM APPL RATE: 0.74 GPD/Sf 322 6PD e OJ4 GPD/SF p 435 SF cn� OF F�'HING FAGILrtY PROVIDED USE 500 GALLON PRECAST CONCREiE LEACHING CHAMBERS EN rnoNCH coN�cuRano� SIDEWALL AREA a 2 X((25' + 10.83') X 2} = 143.3 S.F. BOTTOM AREA a, 25.0' X 10.83' � 270.7 S.F. , 444 S.F. X 0.74 GPD/S.F'. = 328 GPD (INSTALLEO CAPAdI'1� 328 GPD > 322 GPD (6 GPO RESERVE CAPACI'fY) , �- SEAStNJAL HIGH ' r* 7}{� �,OT HAS TWO STREET SEf&4CK5 AND AS A RESULT HAS '{WO SIDE SETBACKS , • ' I " GROUNDWATER AND NO REAR SETBACK. VARIANCES REQUE��TED � �oN�R�E Bo��o SY�TEM PROFILE 77TtE 5: 0 ND dc HEI.D. NO7 T0 SCALE i EL=81.00 L=46 FT� NONE LEE 60t �F TftUS7" P� �1273 ft0€!1'E 28 I', TOP SLAB 5=0.01 - 70HN OF YARMOUhI: SEP7'IC RESERVE ASSESSORS MAf� 60 i SLEEVE LINE N7THiN ' FAftC�t. 172 AREA (TYP•) ,. FlRST PIPE LENG7H NONE � TO BE SET LEVEL � 10' OF WATER SFRVI¢E � � iKC � ,, . EL.�80.5� 4� SCH. 40 PVC , ,,, ... FOR .MIN. 2' ,� T p i L=10 F7: FlNISH GRADE � i+; •: 5=0.02 EL=80.6-81.0 8��;,. � � � 11.0 ' SLEEVE EN71RE PtPE 4" SCH. 40 PVC t• 3' CAIJPER / EL 78.?0 STREETTREE ' ., ooAoc7ococc � g � x80 ' : : 0000Aoccoo �'� �0� KC ' .; 1=78.37 1=77.97 1=77.20 o c o 0 0 0 0 0 0 0 , ,/ �� �pQ� � 0 � _ .. 1677.47 1�77.30 EL. 75.20 r�66AA � f _ �."` ,: ` �� 1=7&17 PISTRIB. a EDGE OF �ON + 6y � � =:82 --- ._:- : • BOX 5.1' SEPARATION a. /� � OBS. PORT� M `"- 45 C0 ERCIAL � �. � SEPTIC TANK � --�-... EL. 70.10 .�'•'.:. \,�`20 MME�R� !�S . 73.4 6.5' NOTE:. EST. SEASONAI HIGH GROUNDWATER : ... t..' A5S S$QRS` MAP Q X 86.8 s ��� (NONE OBSERVED) � SD.S •;. •;•� • ,� P�CEL i73 � MAGNEfIC REFI.ECTtVE TAPE $HALL BE PROVIDED ..• ;.` `• � �." . 10,313t $. . AR* IN TNE TRENCN OVER ALL PVC PIPING. \ M •a�^;:,' �;.•.i• e�j: ; •' : , .:. , , o s - -- • `- - %" /�� �. ru� CERTIFICATION NQTES . ;. .. .. . .. !:�� - + �`.- , . . . ..' �'�� /'%,✓'i./1��. /� A' . . / 500 GALLON �/ ✓'„ � ,/�"r,' , A� s �,; ,,� . ,; ,-„� 0 ES i >: � :•, .• I , PRECAS7 CONC. /s��// ,, /�'`e,;. i THE OWNER OR OPERATOR .�FIALL :B� :R�QUIREP T0: SUBMIT A G E N E R/'1 L I V T �1 � --f- . , as . .�;�.��`�/ �',,� ��% ,..�,%%i� � CHkMBERS 2 . !�r : ' !i � � � �+ ONE-'i1ME CQMPUANCE C�RTIRCA'f10N. TO iHE �DEP IN � .'., 4.♦ ' _ � ) ,�, ��/;/. �s'� � �� . `z- / !� -�- � i'��'f ���� T AM CERi1FICATION IS R IN AN Y I TENDE6 FOR THE PERMITTING AND CONSiRUCiION .OF THE f`�� f �,�„' ;���,��,/;�� ,,s ACCORDANCE VYI7H 1HE: EAlViRQNMEN AL PRQGR. 1. iH LAN L N 1 i"�'��l'i , `�:��'j `i�;����� UILD G AND ASSOCIATE4 SI7E WORK. ''�p� / � �/i� /i ! ��//�``����,` �-%` �� j�;� t��j��i�%��/!�, � RE ULATIONS UNDfR 37U CMR 70.03(3) ON.A FORM PRESCRiBED SEWAGE DISPQSAL SYSiEN1. 8 IN Q _ ��,,�,//"�"�����// i� l%�f j%>; ii //': ; + �.B�^'�E DEP WIlHM 60 DAYS OF INSTAllAl10N N1TH A COPY TO _ � 80.3 X ^, CRUSHED �/�ti';fi/�� i%,��:�;'„ �'sr�/� i'�. %°�`,:. I;l'/,.� ALL CONS UCTION ME'fHOD$ ANO MATERIALS �iALE. CANFORM TO 310 GMR 15.000 �. � � �. �'' ���� �/% YARMOUiH NEALTH DERA�tTMENT. 2. iR STQNE PARKING % �''' i� ' ""` � ' PROPOSEfS VEHICLE � ��'/, '� i' s°!"'� '' _ ANQ YARMOUTH BOARD OF HEALTH REGULATION$. `� AREA +'`� �•%"�� "'l�� j� IAAtNTENANCE FACILITY��%` /t• AR+ N E. ,a-' .,, ,�`:. f r ; �� L : . � p ; 80.8 ,��/ �'' : ,.!��, ��` ��, ''' � 2.57 &t S.F... ,�� �/�rf e . G4htMERClAI. YAi3k€G�UT�1 NDAi3tdEE: 1REi5T p X �� /������' �`.� i✓ ri /iP1 (40'X62') ' �",�i/�' �?.:.'`�%r 4& 2 M4AEfZ£iA3:'ST. R 0 KNOWk OR PROPOSED PRIVATE WELLS LOCATED W17HIN 150 FT. OF THE /'. v.° r i'����/���`,'��.'� �'��i � � �B . �,;�� ,�F�. � , �2 �3 CC7 3. hIERE A E N . // ��F �.�� . ��% ... fY� �`/f�F + ASS£S9�RS `A4t��' 60 %� � . ,/ ��„�i + 6"��. �,i`��/ J'� ,i i: �%� r'�ri", ' fr= /. ,! ;1'G '} f, Sf� �, yi,,,. e PROPOSED LEACHIPIG FAC{E17Y. . . . . . . B . AC � . � . � <� /�% �j� �IF � / ��q�� /F:���/� 6��f . ' . . . � , ' /` O �� /�,';! �� c�i� !`�li , l'�;� ��i� i'f ,J .; s ,,� �i � /i,��� i . PARCEI. 174 . . , '� . . . ' . ' .. .. . .. lf;� �i, � � F,f//�! /,.,��,r/� oj�/��j,� /r'jF��i, �� . . . ... . . . . . .. . . . � . . . � _ ..:.:- � : , i� ��� .,�`„ ,/ � f ,.,;';;'/,� �r'� �! i .. . . . ' . . � .. . . . %/� ���A.�l r✓� �� .i/ '!� �'/����j/��� �..e��� . . . . . . � . . . f � ;�� ir�.�r/° / .'' P ��. :x,�j�i � . , / .. . , . f" ���,�°� �. � ,% , �; � r -f - . N YERDIG IS SPECIFIED REMOVE ALL TOPS01 SUBSOIL AND 6THER r ir �; , i F.�, i,t' ,/i , . s . 5� . � . . .. , r;//,� * . � , �f/ � i;- /f, / �/ i �� �� � �. i:''/���� . r'` � ,'' + . . . . . � .. �4 IF A 0 . . � . . . . � . ,e, �,�'.i , ,� �-� , ,�,� ., ,. ;; �. , /, � 4 •��' -e',`.�, �- � , �, � „ / . /, f, . ., . � �,, ,, . . . . ., , . �'�Z , ��✓/1 „� � / , ����.,� � / m✓%s%�.°F�'r. ., � � �i�: � UNSUITABLE MATERIALS.. � • • � �r. , !,"� .',� ,��- o,`/�'M/i„� f . / s .�' ./,,,, , , � � , f � �/ � ,,�i ,/ , . � . . � • . . . . . . .��q . -. .,/' ,/i✓,. �i �r:,,1 � , � ,�e:, �_ �i.;�� � / �:,. �, i•.,•!, /. ,� �.. � �: .. . . . . � . . .-• . � . � . . . . . . . , . p. , , ,./ ,�. > i�� i /fi ! i� � / % .0 ; , / : ✓`/. , : .> , N.J J!1-/ : i, , 6 � -' , ��� 8.5 . � . � . . . . . � . .�� l,� ,s. ,.� .o' ,. is%� . .' .�':� .�/.� ,i ,f, /.r�i� ! i %� > � . � . . � � . . . . ' " 12 DIA. CAVER . ./�° � / �� s - ;: . ,+�� , � � ,� � r , ,!% �, .�;',� f��i,> ,r� � ,% �.� f/:� . � � r� , , , , ,�'� : : i' . : �,f � /_ � ,y,f� fif !/� ,s, - .. �^ r',%`i . , %`�� . : s .. . �i' � , , � , ,r'' �% � � , �� 1/ � �/ ,,�f'�'�r . /�� .� r, + �...t'�� � i �✓". ,�f, � ,�i' , % �� �' � f. N 0 DIG IS SPECIFlED REPLACE ALL dCCAVATED MATERIALS N7THIN THE UMfT OF " ' 5. IF A VER � . . . � . . %• f;n! ;�. �i �� ,r' �.�.,,.� ��.��. ��;f i `..+/i;rf i ,o. �. - �. ��9�. i. . . . . . . . . , ; � � � . i , f , �✓ „ / .�/,i„`" �, � s . ,r PRQPOSED 55R GAkLON • . . . . �/, ,. � / � ✓ri � 1 . / P ��, � .. . . . . . ��,�` / /� � f � '� . � ✓ 11 � . �i``.� � / . � . . � � �. : J JPS`/ �� / , . h . . � /��. ,�; ;'� . ,�'` - �: : , /, l ,, "/,�/.�,s ��,,.. �„° 11 /�� . , ,, . � ,�`f: E � / � /, . . : / %i , = �f �' � ///';�� EXCAV TION VNTH dFAN GRANULAR SANO. FREE FROM ORGANIC MA'TERIAL AND �'j : f� ,� � r,,� ��r � �, /� ,� . ,� , . /,/` . �� ,�� !,`�,''� • �, , . � , lNQUSTRlAL WASTEWATER A . . / � . � .. . . . . . , �� � ,, a',O . . �� � .✓,'�� .!� / :'; f /-� � � . .//,% / . % ' /,/,i i F - ./ • . . . . . 8�.8 �. . , . . � � / i � , .% f r �. / � � � .�}..!,. . . , . s ��� . w'� , . ( j . . . . . . . � � _ � �,?' .. . � � ri /.,. . . . ii,. s; ,�- r� �i-s. 3� � r . . � � � P � r 1 <�,.r �. �. � . . � . . ,;.. . � e ;,�. !° if ���� ,�, s , . � NG T K SEE DEfAILS iRiOUS SU8S7ANCES. MIXTURES MtOlAYERS OF DIFFERENT CLASSES OF SOIL \ / ! BIF. i.... . f�, I� ar�. f�-�.' �r' ��/� i� �.i� � ,� HQE.� AN { ) D0.E 24� . , � % '/r� � �i� .i ,�� f � J%/• .� r . :�� i � . �. ''O . /f' . . �i/, • !� . . . . . . . � � - �': ��a. / , . i : .. /� i - ,� �� . . il���f ..'/ � + . O V . /. �� - / , d/ 'i l. ,.1�. "'i�l'. .� ' llrv . . . . . . .�� �v : _ �A 1 _� i . . . . . ' : I . . . . . �` . , . .� n �.... f., ' � i. .. fF�'�, . . . . . . . . , . � 1 ��._. . :CON0. �� ... /..�,� ., - r .:.1 . . , � . ; ,ii . . , .: , . . � �/,i r ,':. . .� .;.- :... . . .��... . ��. : . .. . �� % ,' . . r TRENCH ORA1N ;,*f,, � / �� ,�`�';!" ,, � : „ , � ,.``; �%,. f/ ? , , � f�. . i�/��f. ,�`�/: ,� /G%,f/ '/_ SHA4L NOT BE USED. f!LL SHALL NOT CONTAIN ANY.MATfR1AL LARGER THAN 2 ' �. 1S . � � . . . . . . . ��.. R=80. 0� � � . . _ :�" ,�/ �;is,'f'i',,_� F . . .;i�� .�,��d,�� �,.; .y�/-,�i.,,�;u%,�' .: E.i/ �� . � . � � . . 5 �s%e �,;,, �� i�� �� �. � �� ,i ��!�- y� INENES. A SIEVE ANALYSIS U§ING A/4 SIEVE SHALL BE PERFORMED ON A � • "• ' � . . . � y .. � � / , r ,�i,'. i� ': ,�,��,,,s;.,r��/ � ,� j' �� ,,.%� � � . . . . . .. , . . . ,. ., . .. . 6' INV. OUT=77.00. , .. ,,., /s'' j'' � ,.;, ��1'� �,,�, 6 5 DIA. �-;'"/ i �,,,%,�','�;: �v •,� >''1�.� ,�, e� �''� ' •% S� / REPRESENTA7IVE SAMPLE OF FlLL. UP TO 45R SY WEIGHT MAY BE RETAINED ON THE . . . . . . �. � � . . . . . . . .:%/ _ l9I''�i�.,'. �� �� 1�� ��`y /r..,,se�:'���; .�'�. �f/.,. . . �� . . . . KNOCKOUTS -���� ; �f, , /% . , .�'` �`% . �r. ,.�� 'f f I THAT E A IA EETS EAqi OF g• � 80.6 �, ; � .,�',�,%,'.,.��'� , /� -_� � ,.: ' ',� f .,,. ��; . �.: / , f4 SIEVE. SUCH fJdALYSES MUST QEAdONSTRATE TH M iER L M . . � . . . . . . . . .� . � / � ,s!o/ r / = %'.fir � •6%f/ �� / f� , e� �, rf, � / . . . .. . . . . . . . . . . 1 .:. " • {TYP.) X /% f.; ,, f ,. /,� ✓� , �,, .�!/ � �/ " BOTTOM ON LEVEL �+`' ��' „i �'?� % _ i ��,r// � , . � , � � F'�'fi��'-" THE FOLLOWING SPEdfICAiIONS: . I . .UM . , . . . �. . .. . . . e' � ��.a,+'./�'� '� � .,ll �f,s�`� � /�j.*;,�'" � /',�:J/�� . . /. , � . . .. . . . . . . . . � . STABl.E BASE 6" M,NIM I � i �� ./ . �� e �' � � .�./fs �,�:�/ .� .. e . . 00 GALLON � �� ,� / � ,'� �y r / , ,�. ,,> > �j�', ,�*' / BENGHMARK 1-1 2 �i'• 1�5 . / � / �F�� � ,��, � , ,'/�l° • �;,�� 1 3/4 TO / 24. � . r y .��� � . ,r'� ; ",,. % o; �i/i �, d%. , r,- / TOP UF CONCRE[E BOUND f'� �'i c,� SEPTIC TANK , � �,''fi''�/ ��°'s1i ?9, ,%,/� �,ys.! /� tc• '"F" 100X MUST PASS �4 SIEVE sFr CRUSHED STONE a ,:°��. . O�,JfJ� ,%�l,,���r.�, r/� �f ��.�� OQ/ l.'C� EIEVAi70N 80.11 --�TON VIEW �. , l�, �//�°:f�+ _ /�!/F`; R �i,�^r. .� AC PL VfEW � S H ;,.%� ie ��/,s %,� ,,F�,;� i r �',/�,,�� \� "."`".., ' S t0% MUST FASS �50 SIEVE �--� �r. 8 � :�/�������f �� ��/f .: !�r%`L,,rra.�e,t�� �,.b%�' . � -207 MUST PASS �iDO SIEVE � . . � � . . � . .. : ? . /, �� .. . , �-, F � ��, if' . � i�'��'�' . '`-.,� � ..� �s. �f�i�'%�� � %���` / �,'�`%% f" ��� DMH DIVERSION \ ' � 0-5% MUST PASS �!200 SIEVE N.4IE� ��; � , , f-t /� �� -;*� �� �;'� � . R-80.50 , � sr n H-2o �oaarvc_ �� /�„ >� ��s<;;,'' ,, s, {ir�ars siu�iE� �. asrniaunori eox To w�ni nra ,,�'`�r' �� ' ND CONCREiE CONSTRUCTION SHALL BE WATERTIGHL ' '%/,�/'�'� '``�'���: '�j(7• • 2 ALL PIPE CONMECTIONS A O ,,;y � e %', /� - ,..:= M 6ET.• 6. EXISTING UTILITIES WHERE SHOWN ON 7HE PLANS ARf APPROXIMATE. THE ENGINEER 3. FlRST TWO FEET OF PIPES UUT OF DtSTRIBUTiON BOX SHALL BE LAID LEVEL. � 4 p ir � f � i ��%i' /�� � �,p p ' CONC. o Q DOES NOT GUARANTE� iHE1R ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 4. FILL ALL UNUSED KNOCKWTS WlTH MORTAR. $�•5 S• �� 'r"•`/o�'f;/,!°/�.'% � �' �j'� SHOWN.. CONTRALTOR 91ALL VERIFY iHE SIZE. LOCATION AND ELEVATtON pF INVERTS 5. H-20 COVER SHALL 6E SET AT FlNISHm GRADE. H ��, �'� �� go �,,,�''% O --�. g. / OF UTILIAES AND SIRUCTUftES: 1MTHIN `THE LMIT DF WORK� PRIOR TO iHE START OF RA1 F ' �, a H a • ' �M �' . - c G. "`'��.�E�' � : -"'""'�✓ � CONSTRUCitON. IF ANY DISCREPANCIES ARE DISCOVERED OR FlELD CHANGES ' �. � ` �' �i REQUIRED, THE COHTRACTOR SHAfl NOi1FY 1HE ENGINEER IMMEDIATELY. . �- 80.2,� X � /r JFi � � ' 80.5 7. ' 7HE CONTRAC70R SHAfl BE RESP�ISlBLE FOR PROPERIY COOROINAliNG hIE O 5� � ' �' � � . p �'� PROPOSED CONSTRJbiION ACTIVITIE$ WITH DIG-SAFE AND THE APPLICABLE UTIUTY NOT TO SCAIi ` NOTES: 1. SEP71C TANK SHALL BE STEEL REINFORCED CONCRE'fE. 2 SEP11C TMfK S}iALL BE CAf'ABLE OF N7THSTANDING H-20 LOADING. 3. ALL P1PE COPiNECT10NS AND CONCREiE CONSTRUC710N SHALL 8E WATERTIGHT. 4. TEES SHAIL 8E SCH. 40 PVC ANO SHALt BE iOCAtED WITHIN 12" OF TANK 4VALL AND ACCESSIBLE FROM TANK � ��. 5. FlLL ALL UNUSED KNOqCOUTS 1MlTH HYDRAULJC CfMENT. � l w i (.,' �� �� r -_'-_7 �] s.► 6" MINIMUM 3/4" T0 1-1 /2' CRUSHED STONE �� � f] O � / , . .. ,` • �, 8 � t COMPANIES. AND SHALL COMPLEiE THE PR�OSED WORK WITHQUT ANY INTERUPiIONS L s .. r 1 IN SERVICE. � � � , •''' '' ` ',,• •, ''•' �gA ` CAST-IN-PLA ` 8. CON"fRACTOR IS EEQUIRED TO NOl1FY D1G-SAFE� PER MAS$. STAIUTE CNAPTER 82. MIN. 20 DIA. COVSR, IYP. ;"'i TRENCH N RAiSE TO WIiH�N 6' OF FlNISHED' . RM . �' . '. .,• ''' � • �� ' R=79 ` SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF GRADE USIN6 �VYER BRICK AND ., . MORTAR AS NEEESSARY , . _ ' , . ' : • . • > ' p,�. �6'G 3 G' 6" . -76.50 CONSTRUCTION. �\ , . . ,, : . ,. H� M�N. 20" DIA. COVER. WA7� �q7g - �9 '. • � `� 9. 'THIS SY57DA IS NOT DESIGNm FOR iNE USE OF A GARBAGE GRINDER. INSTALLA710N . • . TYP. RAfSE (2) TO W�Jp�,)/� qOX � �' • �� KfERM1 J. QR llSE OF A GARBAGE GRINDfft AT THIS PROPERTY IS NOT ALIOWED PER 310.CMR F(NISHED GRADE USING � . �9.35 s MEAL� ,5.24a,�. SEWFR BRICK AND DM i H� B •., ' �.. . No.48135 MORTAR. R=78.5 o AG / �9 70. THE WATER AND SEWER LINES ARE 70 BE SLEEVED Yu1h1 10' OF EACH OTHER. 8"-JNV. IN=74.92 �.�� �'" � 6' 12" INV. OUT-74.$2. �, 17. THIS FAGLITY IS TO BE USED FOR 1}iE FLEET VENICLES'OF.WHITTEN LANDSCAPE AND _� o' -7 0 � .••.: • MH DIVERSION R=7 .80 �43 ZS' OLkT RCROW 4 • � IS NQT OPEN TD.THE PUBLIC. � W�R EL 74.75 �21.b � (SE� MANUFAGTURER o� . _ �� ' za �. . pso�ao�� i4is �� �s.�s FOR.o�ais� � •, t2 i . { ) .,•%� _ TREES - ��, . ,� � � � � �• ^ " � � � . ' . � - . � �.. .�G.� . � ' � � � �..���� YMBO �UANTI � �� . � . �OTANIGAL�.NAME�. � - � � fAMMON-NAME � � SIZ� � . ROOT � � . 4-1" . ,.. . 12' HDPE O INSPECTION PORT �ocA7E �Pir�i " s_�y : �t a�PE {�.) � AG 5 AGEF2 RUHRUh1 uFRANKSRES" RED SUNSET MAPLE 2"-2 V2' CAL 84B iN�r � ' •' � �� KG 3 PRUNUS SERRULATA °KWANSAN" KWANSAN GHERR7 2"-2 I/2" cAL B48 '� OUTLET TEE : UNDER WVER W/GRS ; 6. RM 4 ACER kUBRUM 'OC70BER GL032Y' OGTOBER GLOR7. RED MAPLE 3' GAL. e#S 6' ' B� � RR °I THUJA �IDENTALIS 'NIGRA' DARK AMERIGAN ARBORVITAE 5! AIGN B#B .. :, .a,.., �.. , ; •. t15):STORM7ECH SC-740 . • . • •• '•: (5) ISOLATOR ROW UN CHAMBERS EMBEDDED IN �' 2j CRUSHED STONE FIELD _ SNRUBS 12" HDPE INV.�74.54 �,,i"'� HM 6 HTDRANG�A MAGRO 'NIKKO BLUE' BLIJE NYDRANGEA 12-15' NEIGHT CON'T, 3 GAL. � 87A1 CHAMBERS�73.50 CROSS-SECTION VIEW SiM SroNE�73.00 /`� �I+ 4 ILEX CRENATA 'GREEN LU57ER' -IAPAT�-SE 4�oLLY 2�" HE. fAN'T, 5 GAL. / '. � ' BB 6 P.I�RIS 'BROUWER'S BEAUTY' ANDROhIEDA . 2-3" NE. GON'T� 5 GAL. S�. 9� oti LOCUS 9� 28 �G1W- � O M �oM Mrtl w o i ����C! R0� '�1 p DE"' _. -n ��r �1 m �n � Z � _� LOCUS MAP o9 NOT TO SCALE �y,tN � IN�.r... S� �cy � G � � �� BRIANG. : � YERGATIAN�� � . �. � u � CWf � � � �� �. � � � � 9 No.4620 �, � . � .. 9�� F Tg " ESS JAl E, �.� ��a� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER COMN[ERCIAL DEVELOPMENT 20 COMMERCIAL STREET �� SOUTH YARM4UTH MASSACHUSETI`S (BARNSTABLE COUNTl') : DESIGN PLAN DECEMBER 6, 2013 N0. DATE DESC. 1 12/13/13 SOUTNERN DRNE GRA�tNG 2 12/17/13 DESIGN REVIEW COMMENTS 3 12/27/13 LIGHTENG & SIGN LOCATION 4 1/20/14 PtANT.PALETfE 5 1 Q/10/19 ROTATE/RESIZE BUILDING 6 1Q/16/19 DESIGN REVIEW COMMENTS 7 11/21/19 PER HEALTH DEPT. 8 12/O6/i9 PER HEALTH DEPL 9 02/03/20 PER ENGINEERING DEPT. PREPARED FOR: CRAIG WHITTEN ` P.O. BOX 1210 SOUTH YARMOUTH, MA 02664 (508) 39�4-5051 � �;.a �,..� � . �� � . �.. 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 QC 2019 BSC Group, fnc. . SCALE: 3 " = 10' 0 5 10 20 r�r FILE: 4977800-SP_dwg DWG. N0: 6225-01 JOB. N0: 4-9778.06 SHEET 1 OF 2 ��� � . __ . . . .. .. ._ .. . ... . _ . . _, ._._____ ___- . .. ._ . . ... '_. . . _ . _ _... . ' , . � .. ... . � . . . . . . .. . . . . . . . , . S� . . . . . . . , . . ' . � � � . - : 4�--Q-" MIN. . . .� � �. � � . . �. .. .. . . . . . . . . � .. � � . . . .. . . ' . � . . . �. � . . . . . . . � ..�� � � � � . { ' . . . . . ; : . ---n��wa� -roP sv�a I � _ REINFQRCEd T0 MEEf�- UTY C.t. MANNOLE - • I. H-2010A�ING .J . HEAVY D DRIU. (4) t/4 DA FRAME dc COVER ENGRAVED HOL�S IN COYER . - 24" HDPE TO ISOtATOR ROW PER CITY/TOVM SPEC. SET FRAME IN FlJLL . ` '� DIVERTS FIRST-FWSH FLOWS BED dF MORTAR ` ,.. 1-1/2" HOT MIX qSPHALT WFARING CQURSE ,:: , 24" MW. ADJUST TO REQUIRED GRADE 2-7/2" HOT MIX ASPHALT BINDER COURSE _ 1-1/2" x 1-1/2' x 1/4. W/IAIN. OF 2 OR MAl(. OF 5 Rm WEIR EL. � 74.75 ' GALV. SEAF ANGLE WI'iH a , ' r BRICK COURSES OR EQUtVALENT ' � , . Z t DIA. DROP � .. DIMENSiON WIiN RElNFORCED BYPASS 2 SILIDS EMSEDDED iN CONC. � o FRQ T Tl'PE •. d CONCREfE COLLARS. MLET PIPE oUTLET PIPE _ , . .e • � cFi M.H STEPS� • . . ' , •. .. CAST IRON TRAP BY c� w . PRECAST REINFORCED CONCREiE � � NEENAH R3701 OR U� OSION a �... a� 4 y •' 12" COMPACTED GRAVEL . . APPROVE4 EQUAL w� R ST (TYP•) N• , lul.H. CONE SEC710N '' ; ° <." , a' . . BORROW BASE VE " � � o Z �� ,. '' (M t C} / • 4. �._p 4 � o � - � - .. •: .. . , , NEENAH TYPE A GRAfE . v .: _ . :. . t ,•. ��. ; ,' . • , . , , . : . . .03. , , „ +t 4'-0° DIA. ., . ., ,b • � 0 A COVER CATALOG No. 1 1/2 MIN. MIN. 7 1/2 R-4993-FX \ j .., % � ' �� : 2• CLEAR � \ \/, . • �i � ` PROVIDE 'V' OPENIMGS _ , SHELF 12" IX2USHED STONE ' COMPACTEp SUBGRADE � Z . �ri- , . y BEY9ND � _ . . _ .:.. : , � z � ` MORTAR ALl JOINT$ Ftow w� �;,. a� ' SiAtdDARD DUTY FLEXIBL� PAVEMENT .f-- S�O.00�x MIN` . _. SECTION A—A , .. a % ...>i 'a ` � 5' MIN. 5' MIN. ` 2'-6 MAX: OUTStDE�OF , . . . : -.. .. .. . _ •_ • . PIPE i-2 . _ _ .. . ,- .,.. _: . ..; .. . � .. .. s ' r 2 0 MEN. DIA� PIP ' 1 COYER � 3 ONCftETE OR BRIdt .WEIR ::. � �:.: .:':..., �,• •..�..: �. ::_; : . ,.. ,, . �� . CLEARANCE o .. . . ,.. , ,. .w . .. .. •,, :, : .: .. . ,. ., (SUMP , •. , SMOOIH . ` tt! OF b}q .•:; . ' �-. . . .. q... . � ' . • ONL 3" �+BN. _ INVFRT �� NOTE•. �. S .,_ , YVYYF X4> 4 M(tN. � BAR i .) . . SUBJEGT TO CHANGE AND WILL BE �" `�'y _ ".,.:..: ..' . ' : . '. �:.;:. Wt.4XWl.4 (TYP.) :_,<<•.: :�;'•'.�.�.� � - . `. ' CONCRETE QR BRICK PAVEMENT SECTIONS ARE o� G � .. ........�e :..,. �� ._.;:.. .,.. '.r;: ;-. .:.�• � ' SHELF (TYP.� ; BASED ON THE RESULTS OF GEOT�CMNICAL INVESTIGATIONS BRs,nNG. R, • 4000 PSI CONCREIE 4 FAIN � 1-�3 BAR AROUND OPENINGS g �-► 12� COMPACrTED •• _ o YERGATIAN � , A •_p- GRA1�El. _ ^ PlPE OPENINGS FOR PIPES 18" DIAMETER :: , .`.. ' , o C�V�� _ , 25 El. �1 1/2 MIN . AND OVER. i CAVER N 2a6 2" MIN. 70 BE PRECAS7 � A . A ,c FQ � SECl10N A-A �'1� � IN RI$ER $ECTION 12 CRUSHED STONE � p,r,. ! G�A 3 MIN. � 0 ` FLOW � FSS�O . � NOTE: �. 5' MIN. j . ` . ,, , � PREF MED BIlUMASTIC ,. T ONS sEA AS SPEa�,�. _N , RE�AS; �NE� HOT MfX ASPHALT PAVEMENT S�C I � .... ::- � SHALL ILL AT LEAST 75% - ,.: . •. .-'. '"':- � SCALE: NONE � �� Y COVER I'�' OF JOINT CAVITY. RUBBER 12" CRUSHfD $TONE '. ' �� 5" MIN. OR "0' RING SET IN RECESS. �.,:.• . � I~ FRAA�4E dc CavER , BRIAN G. YERGATIAN DA E �ASE DEfAiL DEfAILS I MANHOI.E STEFs ` PROFESStONAL ENGINEER ,f01NT P�tJ. ' , , , : CAST IN PLACE CaNCRETE TRENCH DRAIN PRECAST CONCRETE DMH DRAIN MANHOLE DIVERSION WEIR ' SCALE: NONE SCALE: NONE SCALE: NONE .- ' , COMMERCIAL �o-�S: _ t. SEE SPECIFICATIONS FOR ADD1TtONAL REQUIREMENTS. DL V ELOPMEI r 1 DO NOT PRUNE TREE'S LEADER. 2. NO FRUNING OR CUTTiNG UNLESS DIRECTED BY THE NO PRUNIkG OR CUTIING OF THE LANDSCAPE ARCH�TECT. 'fREE SHALL BE DON� UNLESS QIRECTED BY THE LANDBCAPE 3. SAUCER SHALL BE FLOODED iWICE DURING THE FlRST 24 ARCHITECT HOURS AFTER PLANTING. mur�K �r,Re ,�Ncnor�, �inr�r 20 COIVIMERCIAL STREET 2"=3" ABOLE FlNISHED GRADE. 4. SHRUBS SHALL BE SET PLUMB AND PLANTED SO THAT THE , TREE SHALL 9E SET PLUMB 70P OF iFIE R00THALL IS 1"-2" ABOVE FINISHED GRADE. �IULCH 3" MIN. KEEP FROM DIRECT IN REMOVE EXTRA S�L FROM CONTACT WITH STEMS TRUNK FLARE AND T�' OF 2"-3• H�� wA,�R�N� SA��ER SOUTH YARMOUTH ROOiHALL REMOVE EXTRA SOIL FROM BASE OF MASSACHUSETTS r ' STEMS AND TOP OF ROOIHALL coMe�Y REMovE Toa �/2 (BARNSTABLE COUNTY} MULCH 3" MIN. KEEP FROM BURLAP LAqNG AND WIRE BASKEC, ' �-UIRECT OON7ACT +MTH 7RUNK {F CONiWNER GROWN. REMOVE CONTNNER AND 100SEN ROOTS AT EDGE OF 3' HIGH WpTERING SAUCER OU1ER 1/2" EOGE OF ROOT BALL �FlN��,� �,�E DETAILS PLANTING SOIL - C�NTINUOIiS " COMPLETELY REMOVE SURLAP, LACING AND � 'fHR0UGM0UT BED 12" MINIMUM _ :,, ,.. , .;... .. � _;.,• , rn :' YARE BASKET F�20M TOP 1/2 OF TiiE ' ; `� r= `;.,,:: DEPTH .: - ROOIHALL �. , • . PlANTING S01! SEE SPECIFICATIONS : . TERIAl.S VARY SEE ,. �.. -. - . Po��T MA DECEMB�R 6, 2013 ' "' COMPAC7ED SUBGRADE _:. ". ,. <.. ,< . .. � � � / j ' ' � . ".'• . „` ROOT BALL �iALL PLACED DIRECTLY � ROOT BALL SHALC BE � � ON COMPACTED $UBGRADE : PLACED DIREC'ELY ON , ' , ` COMPACTED SUBGRADE ' SCARIFY SUBf�tADE AND WORK IN 3 X ROOTBAIL OIAMETER �OTE: PLAN'RNG $OIL IN A 1: t RATIO `' 1. SEE SPECIFlCAl10NS FOR ADDITIONAL ` ' REQUIREMENTS. _ COMPACTED SUBGRADE 2 SAUGER SHALL. BE FLOODED TWICE SPACING VARIES DURING hIE FlRS7 24 HOURS AFTER � SE ' PLANS ` PLANTING. ' . N0. DATE DESC. ` 1 12/13/13 SOUTHERN DRIVE GRAOING - DECIDUOUS TREE PLA�ITING DETAiL SHRUB PLANTING BED 5 50 GALLON OIL WATER SEPARATOR �,2i,�i,3 DESIGN REVIEW COMMENTS � SCALEE. NONE SCAEE: NQNE SCAtE: NONE 3 12/27/13 LIGHTING & SEGN LOGATION ;, : 9� 1/20/14 PLANT PALETTE _ , _ , 5 10/10/19 ROTATE/RESIZE BUfLD{NG WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN 4' LOAM dc SEED ' sc—�4o �D c�w �N Disrr�eurwN oF Pnxnc�E sizEs wmi r�o MORE 6 10/15/19 UPDATE DRAINGE THAN 72% PASSING THE �200 SIEVE COMPACTED TQ A � MINIMUM OF 95X OF THE STANDARU PROCTOR DENS(TY. —� 7 11�21�19 PER HEALTH DEPT. .�' �'��r.�.'lr��V�.i .4.�iY��u�w�i SC-740 CNAMBER SEE THE TABLE OF ACCEPTABLE FlLL MATERWS IN ��. :�•.?;.':.••,,, •.. ,,.> : a.�:..,�;. ., .•.r..,,..... ' 8 12�06�19 PER HEALTH DE�T. . ,. .�. � ..;,....,.; �. ?.: . 18" gg• , , : STORMTECH'S DESIGN A�ANUAL. INSTALUTION MANUAL. '..Y..<• "., ,. , '`' _''.' "� a x: :,�:z: ::;.,::,.: �,:::' ;� � MIN. " MAx. 4 9 PER ENGlNEERING DEPT. OR WW�N.STORMTECH.COM. ._. -e•.•• 4 J� .. t. �• . . . .. 02/03/20 1.5' TO 2' OIA. 1oo-YR 6` MIN. (EL 75.72) CRUSHED SfONE -�---------- � 36A� ' AASFffO M288 CLASS 2 4' LDAM & SEED n a 4 25_YR €L. 74,50 - -- . --- 30" _ NON-WOVEN GEOTEXTILE � . ^°�-- ---�- ---Z � ..... - «:.. . .. .� �.• '. . - -�'. }.�:Y• ' 'y ..�:.r�l• • "n� :5. � W Y.�� . . . - .. . � � . � . . SI.OY . ... ' . . . .. � . � . . � . . . . � . . . ^�' .� �s 3.+.r.. a S::.i�:�h'v' •.: .+: � 90 YR EL. 73.93 �-----0 85.4" INSTALLED ^-� .. � . ,�,.^ .4:PC;.� .. . . - .� w.. . i.. r. � . . �� � . . . . . \ � �. ... :. .;v,..r.i •_ . ..: •.::.._ .. .... 't. .. . u• . . _—___ —___ __ _—_ . - . . . . . . . . . . � . . . . .. � � . � � � ' ` � � . .. . . . . . .. . . . . . . . . . .. . ... .: . . • . :'': .•r�: .- .= xc .. . . �.,. . .. . • s�.. . �.�.t: t".. ••w'•`4:• ^i w 86 "� . . . . . .. . . . . . . . .. : nq• ' / / Y . t L..�..�.y�...�. .RK •'.� �.fi.nr.�Li. :d�T�L' �'.• u �Xl•w.�`�....i y��� rA .. ��S . . . . . . - .. � . � ' . 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I 6 w�ni nas c�osmniencs �N� , , .• .� .• • � . � / . so�r NON—wov�N ceo�acn� ` , �'i`�i�i �i i i ii i�i,i i�i,i,, �,i � y���,, �i� i,�i i � � STORM7ECH HIGHLY $' i2.4 m) MIN WIDE rz � �%��� %� � �� % %� ����i�i ���; ��.i�i �i�i��i� ��i��i�y � i�/ / ,� /� ��� / /� //v/ �/ / � �// / /� /� , RECOMMENUS FLEfCSTORM INSPECTION PORT s \� ��'/ \� �\ ��\���4\ ��\. /\��\ � .\\.\�,����'Cn\��\�� �� �'\`\� �/\�/ �i�\ �\ r\ , PURE iNSERiS IN ANY - ` ` SC-740 CFfAMBER ' ��./i�/�i� 349 Route'28, Unit D s- 5�• �r uPs�EaM s�oP� cRn� W. Yarmouth, Massachusetts MtN. �>� : �. J � , �.,. _ : . ., �, �,.: w�`;�� ,, , , �t ' 02673 DESIGN ENGINEER IS RESPONSIBLE FOR �� k$ �'` �z ffABIL1TY OF SUBGRADE SOtLS � s; f�; � . ENSURING SU ELEVATED BYPASS AIANfFOLD „� ,r�,, .. - `_. � ;= r`„ ,,� '. �';• }., SC-74U EhA CAP SO8 7Z$ 89�9 � „ '�� �. 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