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Approved Plans - Phase 6-10 - 1.26.2022 _D JE14 '�YA�IT-lr" V-JE 0.11�7 S_77 _JR _77 _JER C _j _JR OAI-C IVA GENERAL NOTES ffA SSA clyus..JE-T-Ts DRAWING INDEX 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD SURVEY AND PUBLIC AND PRI VA TE PLANS. SHEET 1 INDEX SHEET SHEET 2 OPEN SPA CE PLAN 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND SHEET 3 EXISTING CONDITIONS PLAN RECORD PLANS AND ARE NOT NECESSARIL Y INDICA TI VE OF SHEET 4 EXISTING CONDITIONS PLAN UNDERGROUND COND/TIONS. SHEET 5 SUBDIVISION PLAN LOTS 66A, 67A, 88-92 AND 128- 131 SHEET 6 SUBDIVISION PLAN LOTS 93- 103 AND 119- 127 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND SHEET 7 SUBDIVISION PLAN LOTS 104- 118 DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL SHEET 8 TOPOGRAPHIC PLAN LOTS 66A, 67A, 88-92 AND 128- 131 EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, SHEET 9 TOPOGRAPHIC PLAN LOTS 93- 103 AND 119- 127 PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED SHEET 10 TOPOGRAPHIC PLAN LOTS 104- 118 IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE SHEETS 7 AND 10 SHEET 11 PLAN AND PROFILE - STRONGWA TER DRIVE 0+0 TO 10+24. 42 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHEET 12 PLAN AND PROFILE - STRONGWA TER DRIVE 20+0 t TO 32+0 BEFORE PROCEEDING WITH THE WORK. SHEET 13 PLAN AND PROFILE - STRONGWA TER DRIVE 32+0 TO 39+0 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS SHEET 14 PLAN AND PROFILE - STRONGWA TER DRIVE 39+0 TO END AND THE RESUL TS OF A FIELD SUR VEY AS OF THIS DA TE. SHEET 15 PLAN AND PROFILE STORMWA TER MANAGEMENT FACILITIES NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE �•� SHEET 16 PLAN AND PROFILE STORM WA TER MANAGEMENT FACILI TIES OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED i' SHEET 17 DETAILS EASEMENTS �•� / SHEET 18 DETAILS 5) WETLAND RESOURCE AREA BOUNDARY DELINEATION BY WETLANDS AND LAND MANAGEMENT INC. SEE ORDER OF RESOURCE AREA OF DELINEATION RECORDED IN BOOK 37992 a L E G E N D PAGE 42' '� �' o TMH EXISTING TELEPHONE MANHOLE o SMH EXISTING SEWER MANHOLE � o DMH EXISTING DRAIN MANHOLE 6) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE / o ® EXISTING CATCH BASIN (b EXISTING HYDRANT CODES AND REGULATIONS GOVERNING THE MATERIALS AND/OR / o HH EXISTING WATER GATE METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED o EXISTING HANDHOLE ON THIS PLAN. / �� — 100 — EXISTING CONTOUR ��� 100.00 EXISTING SPOT GRADE W -0- UTILITY POLE STRONGWATER STREET LAMP DRIVE CURB Sheet 11� x —x— FENCE • SMH PROPOSED SEWER MANHOLE • DMH PROPOSED DRAIN MANHOLE REFERENCES STRONGWAT ■ PROPOSED CATCH BASIN ER 100 PROPOSED CONTOUR SHEETS 5 AND 8 100x0 PROPOSED SPOT GRADE DEED: BOOK 17738 PAGE 313 PROPOSED RETAINING WALL AND BOOK 2788 PAGE 123 S PROPOSED SEWER D PROPOSED STORM DRAIN PLAN: PLAN BOOK 402 PLAN 79 W _ PROPOSED WATER LINE ►� WG PROPOSED GATE VALVE ASSESSORS MAP 9 PARCEL 1 SHEETS 6 AND 9 ZONING DISTRICTS ARE R-1 AND R-C MODIFIED DEFINITIVE SUBDIVISION PLAN PRELIMINARY SUBDIVISION PLAN WAS APPROVED BY THE OF STRON GWATER CROSSING SALEM PLANNING BOARD BY DECISION IN 2020 FORMERLY KNOWN AS OSB OR N E HILLS LOCUS PROPERTY IS SHOWN ON FEMA FIRM 25009 C0418G, DATED 7/16/14, IN ZONE X. (AREA OF MINIMAL FLOODING) » , SALEM , M ASSACH U SETTS INDEX SHEET FOR REGISTRY USE ONLY Prepared For.• Prepared By. OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS SALEM PLANNING BOARD AS NOTED TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND �� 1 ��Q 0 1 INCHES 2 3 RECORDING OF SAID NOTICE. _ DATE JUNE 22, 2020 Christop PLSher R. Mello 31317 REVISIONS F1279 5 DATE JUL Y 24, 2020 SHEET 1 OF 18 ,cam. �c� . ��� 79 MARLBOROUGH ROAD ROBERT R. CHARLAND & KERRI A. CHARLAND 27 RAVENNA AVENUE LIS D. MARTIN & DEBRA A. GILHOOLY 2 AMANDA WAY COUTO FAMILY TRUST 30 OSBORNE HILL DRIVE CARRIE ELLEN TROESTER 81 MARLBOROUGH ROAD GLORIA VILLANUEVA 29 RAVENNA AVENUE VIRGINIA VITO ANTONIO COUTO & MARIA COUTO, TRS. 32 OSBORNE HILL DRIVE DANIEL CEDERHOLM, TR. 85 MARLBOROUGH ROAD THE BRIDGMAN FAMILY TRUST 31 RAVENNA AVENUE MICHAEL A. PELLETIER & ANNE M. PELLETIER 4 AMANDA WAY RODERICK I. VALSOTE & LOURDELYN B. VALSOTE DANIEL WALTER CEDERHOLM TRUST 15 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 91 MARLBOROUGH ROAD DAVID F. GOMES & DANNI L. GOMES 33 RAVENNA AVENUE JOSEPH PATRIC WALSH 6 AMANDA WAY MARIE ROCHE 34 OSBORNE HILL DRIVE AUGUSTO R. ROSARIO & MARIA M. ROASARIO 17 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 99 MARLBOROUGH ROAD JOHN T. FROST & JUDITH A. FROST 35 REVENNA AVENUE BARRY LENTNEK 8 AMANDA WAY ERIN M. RAY & JOHN RAY 36 OSBORNE HILL DRIVE RIM EAGAN REALTY TRUST 19 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 101 MARLBOROUGH ROAD LAUREL L. LEVINE C/O WATER DEPT. 39 RAVENNA AVENUE STEVEN HULSE & THERESA M. HULSE 10 AMANDA WAY DEAN JOPLING & ALLISON JOPLING 38 OSBORNE HILL DRIVE MICHAEL PAVETTO & KELSEY STROUT 21 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 103 MARLBOROUGH ROAD PATRICIA NABUA 43 RAVENNA AVENUE CHRISTOPHER S. CAYCO & RAQUEL DEPERALTA 12 AMANDA WAY VINCENT DEVOE & ANDREA DEVOE 40 OSBORNE HILL DRIVE MATTHEW W. & ANNEMARIE SIROIS 23 CHANELLE CIRCLE OSBORN HILLS REALTY TRUST 117 MARLBOROUGH ROAD MARIO MARQUARDO 45 RAVENNA AVENUE GEORGE W. & JANE H. SCOTT 14 AMANDA WAY MARK P. LOUF & KELLY A. LOUF 42 OSBORNE HILL DRIVE HELIO & CAROLINE DUARTE 119 MARLBOROUGH ROAD JIMMY DASILVA, MAUEL DASILVA & MARIA DASILVA 47 RAVENNA AVENUE BENJAMIN J. HERNANDO & JEAN L, HERNANDO 16 AMANDA WAY TIMOTHY J. LUNT & KELLY A. LUNT 44 OSBORNE HILL DRIVE DENNIS & CHRYS BEUPRE 121 MARLBOROUGH ROAD MARL HERNANDO & THERESA HERNANDO 50 RAVENNA AVENUE ANTHONY MICHAEL JERMYN 18 AMANDA WAY JUDY T. NGUYEN 46 OSBORNE HILL DRIVE ELLEN BEAUPRE 139 MARLBOROUGH ROAD MARY DYCE 20 AMANDA WAY KELLEY P. KILEY 48 OSBORNE HILL DRIVE MARKE E. PATRICIA & MARY O'LEARY 141 MARLBOROUGH ROAD MARIO ROSA & MICHELLE LEE B. ROSA 22 AMANDA WAY PATRICK M. HILL & SARAH R. HILL 50 OSBORNE HILL DRIVE OSBORNE HILLS REALTY TRUST 145 MARLBOROUGH ROAD ALFREDO DALENCE & LAURA P. DALENCE 21 APPLEBY ROAD FAINA MARKLER 53 OSBORNE HILL DRIVE OSBORNE HILLS REALTY TRUST 151 MARLBOROUGH ROAD DUANE E. EVERSON & DONNA F EVERSON 23 APPLEBY ROAD PAUL M LADZOWSKI & CATHY A. LADZOWSKI 155 MARLBOROUGH ROAD WILLIAM H. BATES & PATRICIA BATES 25 APPLEBY ROAD PAUL MONTERO 159 MARLBOROUGH ROAD PAMELA L. FINAN & ROGER V, FINAN 27 APPLEBY ROAD JOHN B, CONROY & DEBORAH L. CONROY 29 APPLEBY ROAD KEITH RAND-STEINE & SHANNON RAND-STEINE 31 BARCELONA AVENUE LEONARD F. O'LEARY & MARY C. O'LEARY 31 APPLEBY ROAD FRANCIS B. KALIK & JACQUELINE A. MALIK 33 APPLEBY ROAD JENNIFER M. LEJEUNE OSBORNE HILLS REAL TY TRUST ��RP m J, o°° • OSBORNE HILLS REAL TY TRUST D�g�PSE N 1144.56' D'\ " Pelobody z APPROX/MA TE LOCATION OF CITY LINE � N 48'07 55 E~ N 48'07'55 E ------------ —1+L4�9Z- -- -------- — ------ --�- z- ----------- 676.02' ------- 292.00 N ---- � �----------------------------------------------------2313.58'---------------------------------------------------- — ------------------- d 4, CD !O o J" v �a z o� Cis- � C."' N Sclem �o� #15 C) CA O P E NCID #151 \ t� loJ °� moo, �`� o0 0 all. 5a59145 S P A C, E S�1• 1q1 13 1 xc � # LPc! O N N 6' ,9 61 > j 0i. -6 s DETAIL CA PARCEL 16 A ��\ z 7322 f 329,48' S L=106.00 OF R; 4=32'49'50 SOD LINE ,...: °� �� w 1 = 4 0 3 a =�?s6°� Y ,ct P ��� \\� o LOT 16 o SB�p136° O R �' 41 Ll O NO 66 3 o s 2 0 1 Q-. �� � 'tip Parcel z Nti� S ' 22° p E - ° m �� °� 16 A �9 s• _ o �Jp2 b N a OF '� #103 �� S 667322"w �, 8 2s0 FT 'gREq _ S p q N2,18?9"f �,ON N M o- A= 121 ± SF o ? N 66 eASEMe 76.24 C E 44 L°c P 'P N LOT 103 14, 46 13�2A£ Al j 4� ACRES p O PEE ,:% T60�� \�Oti��� 20.87' S 88'57'55" E o� Ft'65 4 c\`L S \(06 \51\ #101 R=9 58.61' 02 LOT 118 N 166'jg New e S ONE PROX'M o 1�ti S \ z `� LOT 1 1234j W '��' NOLAND RG Z PP D' S 49'10'00' W 434.76' L=3.06' z 119 J, V) LOT 16 LOT 17 LOT 18 LOT 19 gg O 0 =00'10'59" AMANDA to, �,9. PO 1�E . �, " ee # WAY 101 e/� -ZO Detail �o �0T 10 rr 15 y CO y 1 22 #20 #18 #16 s _ o2p0" 251 o MPANY °� • w a� R o=26'°501 �� Q PARCEL 16 A IS TO BE COMBINED WITH LOT 16 N 647jS9' '�N 34 o �'�� o o Oo, �� R1 A o •" ,� 20671' t N 41'24'00" E 418.63 _ LOT 131 �, �n i9 v. L00 00 0�0_ `=A36• ;g5g.62 Parcel 16A AMANDA �o� � #91 v �, �° 1 \� ° o po. S tiR6 81.�0�40 SNo�r w See Detail �o� foT low °moo \q� \1h °t\� \� \�� °� o�, ' 86 OT S looms s� sa, so o a o h+-i o eee0e\o moo, `� moo, #85 DETAIL s�� o�S1 LOT 67A � , \\ `` PARCEL 86A L01 88 82 �,D' �Op0 S�oo w low �"- >> > �� p� \ \ ~ N 3fi 49 25" E 2j3 . S ti0 �o� �9 �s l #81 OPEN E N Ln 1 = 4 0 \ \. \ v' - so o� 0 p 5.49' o s o s� E N o� N S 41'24'00 W 66 �, s�/ S p "� `�`� 79 SPACE o W s °o, °o �� A C # �' LOT 86 p p >> r' 0� \�� to "� E 1p] o� P ,T, P ` N r^ i �6, o 1N L 56 S f l0 15, a aa, S 45'30'36' W ��0 \\� low sr, �oT l0 10� 47.50' S�1 Parcel 86A 31 /q RLC S p q T,7 'g o.�o�, �0�1 � o s' OPEN SP �o s� �o low c ti.R.r. � � � A= 1 31 ± S F D88' q 3 C E 0,o o rn 6�\ 0t 1� no \�F' ACE �oT OS ?� l�� �''�° S 617951" W 3.2�Jr U ,, v' o p a p\ �'\ s 1\ Q� o� 9 l BOR cv to D Th'E Nr 264.87' ,q C l� �, >� �s ���°00 �0�1kti ���\, �o�s s� �o� o �o� NE N1<< DRl Gy��NO S 637j Son 75.73' RES a; �crg, Co � � S\ �0�1 ,� �� ss > to� low VE 25.00' CA CONOCM/ W S 59 5159" 204.86' 4�.59. Joao,g 0�6g �6 �pcCZ low nor s low to to31 o S 22'54 00 W SUM q T Sq W S 59 3p 2p" W 307.816' �f'� ?>s>y�`�' ba ,001 l �4 BEM #23 S 6173 " W 33 4 90���S©o0 11 55'3522' `�° > l� <� CWER CO OSBORNE HILL DRIVE #21 p °s o E o 0 #2 2.62. �j0;>, �o r ds v o 127 s 117 ' � '' O NEl,1, PARCEL 86 A IS TO BE COMBINED WITH LOT 86 #29 #31 3p V 298.76' S 5535'22" W oT to �� �� to ENG AP #33 S 13s5o � 184.28° � 10p pp� L0T 65 LOT �d'� s CANS PGWER C ���Y S 61 3p" W 612152 #53 #25 #232 LO A�E LLE to �o sue , O. rid 2 " 6125 E #17' #19 L1 `� A�EN,� �� MODIFIED DEFINITIVE SUBDIVISION PLAN w 617g p W 731 12, 115 D 'y�ESS/NA `x+ 7 N 294•31 #45 #4 ,`" ESCHA�LIPS \ •`J~y �\ #39 6p4100aE ��N OF STRON GWATER CROSSING OPEN SPACE U OPEN SPACE P �+ #50 220000A� N , \` L1 S 6114'20 P L2 S 59'47'40' W 107.25' L 101 S 43'20'03" E 40.72' L3 S 38 r 47'52" E 81.16' f�j� T �! " "• ` \fi L4 N 17'33'41" E 21.02' �� „'� ,`0C` SALEM , M ASSACH U SETTS C1 R=50.00 L=49.44' A=56'39'36" IT OPEN SPACE PLAN FOR REGISTRY USE ONLY Prepared For Prepared OSBORNE HILLS REAL TY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. L YNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 5X—8121 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1" = 200' TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED �^ s DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND I ',� l� �� �. � 0 100 200 400 600 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello PLS 31317 REVISIONS F 12795 _� 1 JUL Y 24, 2020 SHEET 2 OF 18 DATE JCa� y;a - MATCH LINE SEE SHEET 3 1 1 7I,I"7"-, ------------------,--1-1----,,1'-,-I 1 1---,-----'----------1--,---",- "---'-- �,7 i z�)'-',—,---1-1---r " .-------!---!-------'--------------!-!-!-�----,�----------��-::- --- - -- 1 I ," , 7-7 -----------------------,-1-,II' � ----'---.. .�-----�-q— f — - -7 7 ! - ---)- -�---�----------_- :--:-::-------:---- --- --:-----------------------,-------,-----------"--1,-1 "1 ,, —I I' -"-,, I- I - 111 -1/ ,r- —-—-—- - -,-I--,,//----I-1--"-,"�,---,-,--,---,---,----------.---'-"---0----0- -- --0- ----0 ------0 ----�----— \ -"'-,-I---------- �---Z--------------------'---�---:-�---1--------------------7-----------------_------i-_----'--�-- -----;:---;:--.--"-"---"----------- ��-----=-----�---1----1----:---:------_--'-:,----,-:%,-'"-�.--'--- ------------=-- -----:-:---\:------ ------------------------------ --------------:-----:-------------:---L--------"-----------------------------,--------------------------- ----------------------_,----------"-:-- -----:---7:--�--,"-I ---- -------,,-1:1-,- �----:--------,---i--i---------�----i- _---------_--------:- -------1:--\--�,--, '--1/------------- --i-— - - I:-- N --- a --- --- ' -i \- - -:\ `1N 0 1/ - — - -- --- '1,--------1---" -I/- \q - I I, ' \ "'I - -------C------ I:--T-_Y O" ---'/--F-- --- P- �-E -1 1I A----B O11 11 I I DY--- " - -- �--- -------- -- :---- * - , - - * — - - = � - --- :: I,, , ,— - — -- -�— - - � - -� ---- ==--- - ___ :: ,— 1 - - � - - --� -_-H- - - - - � - ---� - -- - - ---*4 - -- --� -- - - - - � - - ----- % % - - - ----- ��­ , - - --- - -- , , I I - - -- :- :- - � - -- - --- - -1% --- - --� - - - --- I \ I / 4* _--------- � -, -,-'� --�------ -- , I, 11, 11, L- -----I 0 % , / / - , , i i [_ N60i --- -- - - - 2 V -- --- - -- - - -� - --- -: - f - - -- .% " --%-,-----,-_--1---,-----I-"_-'--- - ",V � --'%- ';-----I1 II "1 f 1 '!)' -- 1� :i ---- ., -"- -, '---,-, 1- b- :4---I- 7-- ,-I /I � "--" A1 - -- I-_- 7- � �1I-I)i I1 , ,-1--,1- ---1-----*--1"8-- -- 4I,I- 4- - 0 V I i; % . - -- ------- ----- ------— - /, / -- V - - /- ,- - 1 / i I I " 7 - I --- - --- " i , - -----1 �- -- -- K / ", 1 I -� - -- � --------------- -P 1/0 -- - -- :--- --- ," - 1 C i I 1 " , 1 1 - ,_ ---- �--- - - " e - 1- , ,,I 1," -/- NI- I T,- -�--"----( I00 1 -- , - j i ; " ' ' i i \ 1 z�- - __-- ----------- ---- -- \i I - --: -- - q ------------- cj - 1- *- I---I-,---,---1- ,--% ---'-- --t-- --L, - -----\P---6.-�-.'4---1---�- -'----'�--,--%--*- -4--.---.- ---V--"---,-I--M-----v-,1--e--q- --_---z -/- -- \ -/-'- -11- -- � -- --- I-, -- 5\-- \ -I-I-,\- /-- , ,'- /I 7, -- 1 ,-- �- 1 - X , \ " - ----- - ' � -I "-- -I --- - --I I 0 - -111" i -- - -, *1,1-1 , - I , 1 "- , I-,- "I "- -.- \- -" \ \"I,- , "-�6-- � I--- \0 �-B - - I -6- " -� A-- - -I1 \ 1I " " 1 I I i - ! ,", "" " - " 1, \ \ 30 � - - ------ -f - --- - -- -- -- -- - - - I / -- - - - - -i - --A / � - - - - 1 -1 /I --__ '� : - - / - 'I --- % -- - - - - - 1 .h -- - -- - I'* --- - > - --' \ , 1 , i I , / , '" k I 1- \I --- ," i ", - ----- ----: I - -I - - 4 - - � 0I -P- - � 1- - 9 I� I II- -4 -- - " \ 1 j - ----L6 - 01 I�,0 '* 1 - t - v5 - , -,1 - - -- �j - ----- - , - I� - -' " � I- -- -- " --- ' - - ' - -E" / � 4 W _ , l I -"I It - - - /, - ) " - 0 i; \ / �- - i � - 0,U I/ - i % / , V. ,I I4 9i -l I D V. - I ' - - - , I -- --— V* VA A� . 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LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (910) 5X-8121 1, ILENESIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER E SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS AT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1"- 100, TO THE RULES AND REGULATIONS OF THE " REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED -1�DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 50 100 200 300 Me-Lo -- RECORDING OF SAID NOTICE. \, No.31317 O) — DATE - JUNE 22, 2020 Christopher R. Mello PLS 31317 F12795 REVISIONS JUL Y 24, 2020 0 1. --III1.I I I I I DATE a('� SHEET 3 OF 18 1 1 01) OSBORNE HILLS REALTY TRUST PEABODY 2--, 30 -i / " /, " "" I . �"-11/I11 IlI l" I I I":;I,/," ""I"1 .--1_---_-_-_----_---_----_-------I-------,_--"-----_I-I--I-__-I/--_-----­/_----,-_ _ NIl�:'t''iIiH,"I 4, 8 *"0/, 7II",I1 .. 1, ', ,\1 5/"1 I ' 5, "' E 662 0" / -�---- - ----// '' - - - / -_ ' I l I1 ,I 11 _ _1 1-'II,JI 'I "�I I &II-D )-a /1 , I , "I A-_—"P I_/P R ,O- 1 Xi"I-M- A T_,---E --_MU_\ N­I\C-I1-PA-L I BOUNDARY 1/ Ii 7 9 i II \ /" I ------- " , I I�6 ­ ___ f 1 �ALEM " _ '"' I /" /' � I i --_- ITY OF PEABOD�" Y-- - Cl " i Z-- ! ---- -- -- -- 1 I :-- -- - : - --- " �,I "--- N // - " - 'i � - - 1 \ \ - / ; ,'`ice Itf Z----I-_I 1 "-II 1I " - 1 ,I_.-- I ,1 - --"-- --I-----------------_--_--"---_ , 6 I - -------,_--- "- --_- � / --- 0I_ _ -- -I ___ _ /- / --- - _ /_ _ I" - ,-_- ,_-- -- --__- -"�_-- _rV � �" , -- ' I; - & I --- /I ---/ 1� / ?V I I ' 1 " II I / , --� - __ _ --- - , - _� Q �� - - Q I -- - - - ­ _-: --__ - 7-_------ -7--_- - -_----:- -:- --- ,-- -- --"_- 'N- '-- ,\ - - _----_--_--_----_--"'-- \ )I ---1/--1-,--_------1. 1- -I_I j " "_, -_"--- ' " I" _ 7 -� -- -_ - - -- j _i I _ ," /" "` _ /.V � - - _-----I \- - f-_ I I / 1, -I / :- i I , , 7_170 - - - -()- - ., : " " / V - " 1 : - _ - "' I/ "1 ' \, '\ " " I I I / — - , ;, - ' -' ----_-- '-I-_-� , �'- --)i - - - - - 1 - _ __ _1 - -I , _ - I 90 ,i I% _ __ 1 � -- i . .. 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SEE SHEET 2 FOR ABUTTERS MODFIED DEFINITIVE SUBDIVISION PLAN 2. SEE SHEETS 8-10 FOR WETLAND BOUNDARY FLAG LOCATIONS OF STRONGWATER CROSSING FORMERLY KNOWN AS OSBORNE HILLS SALEM , MASSACHUSETTS EXISTING CONDITIONS PLAN FOR REGISTRY USE ONLY Prepared For: Prepared By OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (910) 531-8121 1, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER E SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS SALEM PLANNING BOARD 1"_100' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY AT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND _" A , i" 0 100 200 300 l RECORDING OF SAID NOTICE. DATE - JUNE 22, 2020 Christopher R. Mello F1279 5 REVISIONS — ( � /. OUL Y 24, 2C20 I I I I I DATE '1� - a� I SHEET 4 OF 18 1 s 6020, / Al Z � A=77'43'50" �OQ � CP- s � 940 ro +AQ (§1 '� Tr os o Al S 35.2� o N 00 `�°` 62 p' \ �o L \ O 'Zi C, �y �° � • �� OPEN S IVY_ PACE P Zt co N r Oo 60 0 'CP - ' O Q C j .\ �_ °' 4 t �6, l. w k Is, O �O° A�) L=47.12' Cb W LOT 64 �OOO 00,, �o ti 0=90'00'00" 00 O o Al ° O A a4o F, L=34.63' °p �� �° v <b`L I' =79'22'13"h. w o Oj O° D $9�000 O O o �( r0° `L50 L cb°r 9'7 61,7• F. 6 09 `L R�25.00, 4 0 00, �� '15 �g0 0O, L=36.25' =83.04'29Cx W cb00 doh\�73 00, .� r0� 9'o _ w V) ° 767��3j,, R=275.74' .�5`L� �0 � (IV 0=59'37'03" �� s��• 64 s 6 1C9. 1) 00 � 5 �°• �, 6 O- �� � • MODIFIED DEFINITIVE SUBDIVISION PLAN 0� p �' R_338:00' OF STRONGWATER CROSSING p0 OPEN SPACE U A=59'37'03" MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL FORMERLY KMOWN AS OSBORNE HILLS BUILDING LOTS SHALL BE DESIGNATED BY DEED TO BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. SALEM , MASSACHUSETTS SUBDIVISION PLAN LOTS 66A,67A,88- 92 &128- 131 FOR REGISTRY USE ONLY ® DENOTES STONE BOUND TO BE SET BY OWNER Prepared For: Prepared By. UNDER THE DIRECTION OF A MASSACHUSETTS OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PROFESSIONAL LAND SURVEYOR PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. HEREBY CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 " = 40' REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND kc i� l L 0 20 40 80 120 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christop PLSher R. Mello 31317 REVISIONS F 12795 1. JUL Y 24, 2020 DATE SHEET 5 OF 18 R,125.pp• C1, P GAP o 0 8� LO �°o O P E N S P A C E P � 0� 0 F— tiQ w tK I1 N o_ (/V Op tK 0 o °' w MEN oN`P w � `� �, � �0 �� 0 G � � w S 2 P 22 05e o .o ?f0, osetn/ 22 1 O °•, �O ° '° 6°®.. �0. 661� 0 / i 59 Q 0� 5. O• �o N� C, S 10g�� 6�1 ro g F W �0 �o r S 79.34 0p J` 9 \ n G �`� '�� 80.pp' E 140.0() 4p.Op g� 0� 1 �'�•r,�s�. '� v�� ` 60. o o. �� 0 12O 122 \ \ ��� �° °�o °o•- �0 mo o <� �- s s N N 8046 S F, L r 121 L0� 5•�'\ > s°oo ° 96 \ P . Z. P ? % 'N 0� �� ,�� �g ��. � oo tx JO J Gs�° asp 0S' =06'pp 44" m \ D2 D rlco �5 OD Op,, Qp,65.79' Cl � S 59 ' L=41.58' 93.78' 79'34 50 L= 4„ T >>s•�8• SCR °p E 125.29' �=08'S9'22" p=20'16 3 0ATrw WA T R-265.00'Rn Doh O �Q 'AD N$Cll � O 4,2p. g8, N 79',34. „ � 3 D 6' jam. �0 70l 3'�3" 2.20� 8o pp,op w 725.29' �� 86� SF o NN 43.p9' R_325.00' g 0g 22, 3 L=36.99' ((,^, 0=06'31'13" L=80.21' �`J C.) . A=14*08'24" 88 o r 100 � o ,W 8�3f 0 SF L O r 99 �° 103.91' co 8000 S F S L O 7- 9 0 96.�op z S F, o 0 10, 3 97 o LOT 5,FCA h�o. CD 57f S.F co1�5� 80.00, 5, S 79.34'00" 5680.00 E 3.71, 107.84' O P E N S P A C E U 95 87 MODIFIED DEFINITIVE SUBDIVISION PLAN OF STRONGWATER CROSSING MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL FORMERLY KMOWN AS OSBORNE HILLS BUILDING LOTS SHALL BE DESIGNATED BY DEED TO BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. SALEM , MASSACHUSETTS SUBDIVISION PLAN LOTS 93-103AND 119-127 FOR REGISTRY USE ONLY ■ DENOTES STONE BOUND TO BE SET BY OWNER Prepared For: Prepared By: UNDER THE DIRECTION OF A MASSACHUSETTS OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PROFESSIONAL LAND SURVEYOR PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. HEREBY CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 " = 40' REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND E 0 20 40 80 120 RECORDING OF SAID NOTICE. DATE JULY 8, 2020 Christopher R. Mello PLS 31317 F12795 REVISIONS DATE 1 JULY 24, 2020 SHEET 6 OF 18 12�.29 N 14.p�^p0 5 D �' 121.2g 13�•56 2p2.34 W N 14•p4 pp„ W 0 V) 0 MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL ) co BUILDING LOTS SHALL BE DESIGNATED BY DEED TO �o BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. o o 0 W o • DENOTES STONE BOUND TO BE SET BY OWNER S 27�1, LAUNDER THE DIRECTION OF A MASSACHUSETTS �4°7's0,, w� u PROFESSIONAL LAND SURVEYOR 702.79' �' N /J 33 58' o io OLO J M it 0 OPEN J d SPACE P o � W Z 0 � LO LP N O CP. O 00 UP c0 O; �• Z LP 7- � 1 ,0.00, S 13'2s'0 » Z.L o w 2�1� rn o 80 00, A o°oo_ 0 430.0p, .o o T >>2 LOT 117 AAA D r 9506'f S o o LOT 3 80 °0' 38. 091 f S.F. ` L0� Ln S 4 OT80.00, C 8000 S.F o 80.00, _ o —\ 260 Op L=143.44,,--- 66 2 0 80 6 S/,C- 40/ 16 o o SF 80 00 Z �^ 0 EX ENS10 C ��\ 774rt)o S �PSEM� o \ °03 80'°0'N�11 86.60,WA 4 77ZA? 80.00, 17 •` �`��' �� 65.3 00' �C 2 R=60.00' ��ti� 6 N 13'2S'°0» L=264.83' D% 80 3°5 .L �, ,C �c9• A=252°53'43" 00 36' o�, •` w o � 0 T o 80 00, � F •♦ �n -L0 '� 770 (o o �'� N co 0) 00 433� � 0 3 32 C' N � S'F r`(0 o COT10980'40� 5 'fig 0 •� a O S/�' o 4 07- W L=81.10 (0 108 0 0 � DO SF o LOT , 105 �+ �, � 5• � 100.00, 8000 O o w L SF o g OT �06 °' N � �,g2 MODIFIED DEFINITIVE SUBDIVISION PLAN s 8 (0 0 30� o ��y ® '♦ ° 00' S F 800 �. OF STRONGWATER CROSSING ,�► '325'00„ ° 0°•w FORMERLY KMOWN AS OSBORNE HILLS ��s ,•� 482'6j' � •�\9 80 °0 SALEM , MASSACHUSETTS �•� AA�o 62671 � 1��� SUBDIVISION PLAN LOTS 104- 118 Prepared For. Prepared By. FOR REGISTRY USE ONLY so�s;�.Fo SPACE V T TOSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. OPEN PO BOX 780 Christopher R. Mello P.L.S. F�• �, 104 Lowell St, LYNNFIELD, MASS. 01940 Peabody, Mass, 01960 (978) 531-8121 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN SALEM PLANNING BOARD 1 " = 40' TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED , DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND s- 0 20 40 80 120 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello PLS 31317 F12795 REVISIONS DATE ^ 1. JULY 24, 2020 SHEET 7 OF 18 - -- — TYPICAL SECTION THROUGH REPLICATION AREA INSTALL MULCH SOCK No Scale AFTER CONSTRUCTION NO II I ! WETLAND BOUNDARY / a -0 i Exist. Grade RESTORE ACCESS PATH WITH l 4 OF LOAM AND SEE WITH / ��'ii" '' /���`�`` - _..__----- '� ! i ; i I /' i J ', •�' INSTALL SILT FENCE NEW ENGLAND Conservation Mix ' Finish Grade 4 TOPSOIL ON REPLICATION AREA am If � �� SIDE SLOPES. �I o `) I , -- ' � 8" Wetland Soil i� Lr) / Ov ad C \�,� I I \ \ I ----- — ne .�O ___ _ \x� i ' i ` ` 1 Must Have Subgrade� IF WETLAND SCIENTIST FINDS LESS THAN 12 OF / ' \ ; I \ a Elevation ®� Q� •.�� Q� /O \`' \\ 12 of B B HORIZON SOILS, THE CONTRACTOR SHALL f �r� � , I II 1 �� Horizon Soil OVERDIG THE SUBGRADE AND BACKFILL WITH Overdig As SALVAGED B HORIZON SOIL. Necessary /00' � ---- -- / _/ � ,moo` � I I 1 I I I I I i 1 I I � v � I moo, Wetland Replication Area Design Inverts ------ AREA Finish Elev. Sub grade Elev. (0 / _ 11 I I I ,/ /i ,i // __-------- , I I , Replication Area 1 97.5-98.0 96.8-97.3 / ' �t / ✓� _ -- I // Replication Area 2 109.5-110.0 108.7-109.3 0 a II I (I /p/ //, / / / �(� � O� I l f •- / 1 CO 1 II , I � , � � , I I I I � ,' 0� � � 'Q m O � II 1 I I A AI 11 � � Q o I /0 O N O &0 { 0 , / / // � � ,' I •\ V A I I I I , I � / I I I I I ��/ /��/ �� � �f I f I I R. �/ f ' � ' •\ �V V A V II /I , / tea � , � N ���i�. �/{►�� I I / / / / 1 / /' / � Q l O V A N VV lQV �y l 1 _ i J_, I� JaOPEN SPACE P b l�oQ1 , P� �o . � l L Or 64 o CIO O� 0 1 t r - '� l 'N4 ,III O l KIL-251 98 21 -- P't`lj LIJ / KT24 8 9 =r4-1 / f `ll � /VX// Q K-2 0 JO � . i I — v - HI 0�0 / vv I I / / , / �i v /• ---, .. A l_, --- it � I I � I I I 1 v I 1 I 1 > _ xVA.ry 18 PROPOSED FILL AREA yA'r W O I ; ~ / / 7 �OQ �\ 1425 -1-7 ' � .Ld �� fed `` K y1 4 ,PFROPO 870 FILL AREA 'B' v 7 0 -- _ 72 b'I 9 I •� / \ \ PROP�SE,� FILL /AREIA 'C' p �� j ` '�or7yvy `v `v � L 1 _r K-��. d 2 ' 6 - r 97 6.9 o5e 1/�50/SF / `�Isr - v `� v� v v �..K 11 p�o4 7i7 0�77 2p __ �/ \ �0j / ' 73"ti 7 '/v l� ` `� AQ` �—`_ 7�� C•• \ \ \ \ \ \\ \\ ` —__._—�'_—__— K\r�0 4 `,```` / I I I I `\ \ \,\�\ \� t ` '' 462 I 1j --- - _ - - 120 . S� \ \ `-r---- 1 1 / �,� \ QQ a 0 7 r nt '� ,_ - O 3) 73 /' me / o, ��` V vv N 6 Streorn- -- '�`-''' - _,� o �\ s0 %\ \ MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL Q 39 3, s - -- �, �� - - -- \ - BUILDING LOTS SHALL BE DESIGNATED BY DEED TO /�- N -� �� / 'o �' -- _ _- --- 20 ,� O o 1 f '� , ,p ��\ BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. � � A�� �� 4 O O`'- fog ��� q SO X, \ 7� 79 ,/�876 o ,�,� 130— - ,� K�7 s ; ; �; /,' / C9oo Fq 'cF MODIFIED DEFINITIVE SUBDIVISION PLAN IV 9 � / o �,� , OF STRONGWATER CROSSING � 0 �� �,�9 �� K}698 5 / FORMERLY KNOWN AS OSBORNE HILLS O 19 vv v v` �R 0[� SPACE U 1 IK-5 SALEM , M ASSACH U SETTS PEN O� K91 ,9 fib' 0 I a TOPOGRAPHIC PLAN, LOTS 66A, 67A, 88- 92 &1 28- 1 31 F 0O9 N ��� ; ; ; K 7� 7/ / /� Prepared For: Prepared By: FOR REGISTRY USE ONLY i" I I IK-2 OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. If - C? . / o PO BOX 780 Christopher R. Mello P.L.S. \ � r K-1 � p 98�5 o LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 1, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE I HEREBY CERTIFY THAT THIS PLAN CONFORMS SALEM PLANNING BOARD 1 " = 40' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND , OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 12 RECORDING OF SAID NOTICE. DATE DUNE 22, 2020 40 Christopher R. Mello Clayyton A. Morin PLS 31317 PE 30969 F 12795 - REVISIONS SHEET A OF 3 1.JUL Y 24, 2020 J. JAN. 25, 2021 DATE 2. DECEMBER 28, 2020 4. FEB. 18, 2021 SHEET 8 OF 18 150 140 130 20 O P E N S P A C E P Non Jurisdictional "/ '/ `1O 0 ` ✓ ='�`L Isolated Land Subje�t / ' , >> - Q i p �O p \ �2! To Flooding - 185d sy / / , 19 'S'\ \ ,4 /% Pro osed Silt Barrier LO"� 17 / / '' ' ' \ �,�9 ! \ \ 9 g`' `1/ /proposed \ O� P` I✓ / I / / / ' Q f \ \ \ \� \O 10 4� 'v Repllcotion \� \ / ,,2 I �\ o'N� ^�'` `I J o`y o Area 2 - 3200 SF �Q� ---- ` ` P --- -- - Q - See-Detail She`e# A \ Oq; 2�o PN� 3 ' _�� W \2 � / 130 160 1 Q� iO 1 \ \ - \ �/V /' L-11M2 or Ju nd S SF - -- -- - EE 119E R / xz `\ / ' L/-f12 124 � O N fed � 2 � � 1 �.�- \ S/ye NT �'1/ ' V\00V T 4 4 A-1 r \ y \ \ -- / / l l l / 1 I I l I / ✓ A 'IV L-9 ✓✓ Qj 09 24 - 124 5✓' NCD - ------------- ! 0 _ --- ` V v � - � /' / \v + o 2 x 0 / V 1 4 -A S \ l / \ \ \ PQ-1�RR B i / / / / / / Qj �T � 150 r A'/01 Pf?OPO \ \ / / ' I D WELL1N /, X o Q r l: 142 Q / I 1 � 01 17, 10- TR 0 /1-61, N v ,� DMH ,> L)IR / - \ if MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL BUILDING LOTS SHALL BE DESIGNATED BY DEED TO � - / _ ' �o l .�---�J e BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. �� - J ''i 1 ` p roxi te;�uffer, /' 1 / -- --- �v v A P g0undar� _ - G - \ - - - - - Zone �---- - ^ _ - --- J� '� 100 , / MODIFIED DEFINITIVE SUBDIVISION PLAN v / 56 a \ - \ i vvv --- �� LOB g$ 0�vy �� 14z OF STRONGWATER CROSSING -. L O T - 150 �- , � FORMERLY KNOWN AS OSBORNE HILLS 150 1S, 11 1 / vvv 14� BARRIER SILT SALEM M ASSACH U SETTS \ 48 PROPOSED T P 150 O P E N S P A C E U _" _ -� ----- --- --- - i --- / - p \ TOPOGRAPHIC PLAN LOTS 93- 103 AND 119 - 127 /" FOR REGISTRY USE ONLY ` mate \` �' Prepared p For. Prepared By: f r OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. ', �• \\ PO BOX 780 Christopher R. Mello P.L.S. APPROXIMATE RESOURCE AREA =" \ 148 LYNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 ' I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE SALEM PLANNING BOARD 1 " = 40' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND . OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 120 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello Clayton A. Morin PLS 31397 PE 30969 F'12795 REVISIONS SHEET B OF 3 1. JULY 24, 2020 J. JAN. 25, 2021 SHEET 9 OF" 18 DATE 2. DECEMBER 28, 2020 4. FEB. 18, 2021 PteQ ���� �•`�� �.� �� LOT 118 108. MAINTENANCE OF RETAINING WALLS ON INDIVIDUAL \ '` o ` �_17J o0 m BUILDING LOTS SHALL BE DESIGNATED BY DEED TO \ o �o log oo�a BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS. � 70611 ' Qr e i MNI ' r 33+�_ �'� 34+ �5.86 / + ' f 146 w 13 140' /142 144 7-------- N 2 1 4 1 6 ' N I x O A5Q FVQ FO�e v v - co / / v, i i // O T 1 PAC �o p (o� /' �V"� v vvv �" T �� i o pAO N 1 vvvv vvvv v v v v v 5 / nol \ _ - JJT \ 1 \ / / \ \ \ \\ \ \ \\\ \\ \ \ \ \ \ _ t0 \e �V A `l 10 v O �T 79 77 / �' J R�JJ O ' / S N p� �� 1\ I II \ \ \ v QI\ \ \\ \\ \ \\ Jl ♦ \` \ F I" -- _- - v V A A / / \ /� V � � I / / A yvv v A A v"` d / U Vv v v v v V ty !n J Q1v v v v x /i i W \ \ \ \ : / / \\ \ 0 ♦ 1 \ \ ��i / 1 1 f ' �r I V v�\ V A A 1 , �� I I " 1 \\ \\ \ \ \\\ \\ \\\ 1\\ / / /' i''' /'/' / i ' /''J \\ �\\\\\\ \\ \\` � `, _��� l�\�\\\�\ \ \\y \\y \\ \y \�`• �O'1'F Ii `1♦ \\y �\ 1 I / 190 ---_ j Oa y `--- --- d I I 1 I 7 7 ' � 1 , I II 1, 1\ \I 1 I / I / J ,' ,/ /► , � /1 \\ ��\ � '\ \, ` � °r��,� \ \ \ " �\ CO .. �` -- IT 00 7� 0 00 98 , 99�, V" ...►'�- I ( \ \ `/� \ \ 'ie I \ lam' \�\ \ \ \ \ \ \\ \ \ \ \ \ \ Q 19 190 S __------ `9 — — --- ---- _ — ------ - - - _ - -G 10 _ __- " - _ `--_ -.._ r-\\� I \ \y 1 / -- -- - --- --- �-� ♦I� \II I � I \I II III lil \\\I 11\\I\\\ , �\�\\\\\\\\\\ \\ � \ I ---- 70 �0 - \7� \ \ \ 0 \ \ T l \ 'ISOT 10 5 t \ MODIFIED DEFINITIVE SUBDIVISION PLAN J � �� A v vv vv v / \ vim AV / <1 OF STRONGWATER CROSSING 176 \, \\\ \\�\\\, •,\\..\�� S�\q _,\ \\�\� _ \\,\\; \\\ � \� \y�\ \ \\\ \, '\, \, \ ;' II FORMERLY KNOWN AS OSBORN E HILLS 70 I SALEM , M ASSACH U SETTS O v vyv -- TOPOGRAPHIC PLAN LOTS 104- 117 FOR REGISTRY USE ONLY --_ \\ \\\\ \\ \ \ \ \ \` \ \ - ---- /' P P y: �j \-` `,\ \y \ ,\ \\ ,`\ \\\ \\ , �\ \\ \ � _ Prepared For: Prepared 8 OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc, \ \ \ PO BOX 780 Christopher R. Mello P.L.S. 2�° �� ��° ,�� � 104 Lowell St, Peabody,0 0 LYNNFIELD, MASS. 01940 y, Mass, 01960 (978) 531-8121 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE • I HEREBY CERTIFY THAT THIS PLAN CONFORMS SALEM PLANNING BOARD 1 " = 40' TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. ^ RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED • DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND I�,VN" A 1� 0 20 40 80 12400 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello Clayton A. Morin PLS 31317 PE 30969 REVISIONS SHEET C OF 3 �� Z79rJ DATE..),, 1 DULY 24, 2020 J. JAN. 25, 2021 SHEFT 10 OF 18 2. DECEMBER 28, 2020 4. FEB. 18, 2021 TYPICAL CROSS SECTION NO SCALE PLAN STRONGWATER DRIVE _� Z STR I + 00 so' to STA 0 +00 0+ 00 TO 10+ 24. 42 5' 4' 32' 4' S' S' I t l N / 5 4 FT. HIGH CHAIN LINK FENCE (TYP) I LOT 1 t,('v p/� �cb SCALE „--4O, M GUARD RAIL (TYP) ROADWAY SURFACE Q o~ oO u uiQ a_ ui V) o Q a co Of NIONAL TABLE uiui i V WALL HEIGHT BATTER M� V �ry / � Q A (FT.) B(FT.) IP"� / FM W '�� \ L N\\\ S• 8' 1.8' S S 12' 2' Pr � ApASU/ 16' 2.3' O�`• St / a ^I arc` / ce "' 26' 3.3' `l, C'J / 6 RESOURCE AREA o�� \ VC L=100' \ °te OPEN SPACE P / PROPOSED PIPE =�= p`� S v�� /`L"o Q \ x G SEE E tr r 6 < DETAIL SHEET 17 0�0-, o�o, A F \ X208) \ 0 ,3 d;104.5/' 9-79 Level P� c'`F�e� \ \ ,- 9 Spreader Toro S N64. 4�' 97 EXISTING A,9 " ¢ os \ ` 826j 6" W R==295.00' / / /,� • o CENTERLINE \ C Ago =306.95 _ _ _X 9a 4 / o O�� x PROFILE j , O ��.,,\\ , pM ` �=5937'0j- II �Q�, \ " , a \ +16 30 6 D sa 1- I °, VC L = 100' 0 0 9 \ +p\` 55 33 ,Sto_�cep or STC 900 _W - 4 `�o 70 5+0 _ D tk oo N © �G� ,�> Eorce e`"er s J -- sa / 0 Q019 \\ + :- ��®��P �( RIGHT SIDELINE \ \ 0O [ 1 P Timber Guard Rail x � \ \ See Cross section Above for Location x �� 140 x �Uj PROFILE � 140 4' Chain Link Fence (Typ) . 0 o Ln \. See Cross section Above for Location / -`- �I \ PROFILE STRONGWATER GWATER DRIVE /' , � ' z a � \� 0+ 00 TO 10+ 24. 42 /% z ' O � ¢ \ �� PROPOSED / Iz Qz < �' EXISTING '00. CENTERLINE SCALE : 1"=40' Horizontal 1"=4' Vertical //� mLLJ _ LEFT SIDELINE \ PROFILE �- r PROFILE \ (n Ln / / O CD Ln m m m 130 0 \\ N it F- // / 130 0 � 0 o `n N \ \ (_0O � � c j ° Lfi vrn rro \ \ 1 ICI 11 m 11 : ` \ >- � — II m \ \ m Q) c� 0 p U V) 7 (N X . 6 `n n �nN/I n - LC) CU Ln0 -O pn O Ln -+ I I 00� ro + Q 0 of IC-0O 120 of �\ \ V L=200' CD / +50 1 +0 +50 0+0 \ \ CD CD " o / \ \\ � � o CL C14 ° / / • DENOTES STONE BOUND TO BE SET BY OWNER 1- U \ \ 0 oil o Z / UNDER THE DIRECTION OF A MASSACHUSETTS CL ` . _ . _ \ o � o -0 PROFESSIONAL LAND SURVEYOR 0) N N d O O I`� rn Q0 Ln N In 00 Ln -t — In \ + `�' o / O t- 4 O ,;1- n N- L N N r6 N N ` \ + O II N u 0- jQ0 -0 ) IP Ln � L N n N O Ln 00 CO d c9 � CO \ cn L LnLnIn / 110 MODIFIED DEFINITIVE SUBDIVISION PLAN 11 +0 + 50 10+0 +50 9+0 +50 8+0 +50 7+0 +50 s R° bra;n� . `, U ,' / OF STRONGWATER CROSSING 0208 \ FORMERLY KNOWN AS OSBORNE HILLS RESOURCE AREA CROSSINGS AT STATIONS 2+25, 3+30 AND 3+68 STRONGWATER DRIVE SHALL BE MADE WITH PRECAST .� Z � / REINFORCED CONCRETE 3 SIDED BOX CULVERTS SET ON PRECAST OR CAST IN PLACE REINFORCED CONCRETE FOOTINGS. \ 4 0 CULVERTS SHALL BE EMBEDDED INTO THE WETLAND SURFACE FOR A DEPTH OF 12 INCHES, MINIMUM, CONCRETE COLLARS \ :3 SHALL BE FABRICATED AT THE INTERSECTION OF THE CULVERT WITH THE RETAINING WALL. \ \ U / ' / ' SALEM MASSACHUSETTS THE RESOURCE AREA CROSSING AT STATION 7+0 STRONGWATER DRIVE SHALL BE MADE WITH A PRECAST > `� > '� i REINFORCED CONCRETE 3 SIDED BOX CULVERT SET ON PRECAST OR CAST IN PLACE REINFORCED CONCRETE FOOTINGS. � w \ � � � PLAN �C PROFILE STRONGWATER DRIVE 0+0 TO 10+24.42 CULVERT SHALL BE EMBEDDED INTO THE WETLAND SURFACE FOR A DEPTH OF 24 INCHES, MINIMUM, CONCRETE COLLARS Ln N Ln cp O O tp \ �`` O (0 ® Ln .-� Q Ln � Ln/ N/ / Ln O SHALL BE FABRICATED AT THE INTERSECTION OF THE CULVERT WITH THE RETAINING WALL. t�1 aj N 0 O In 0 ,� N O n N O > N o' rn N ;- c0 N 4 N N. C6 QO co a_ U �� Prepared For: Prepared By. FOR REGISTRY USE ONLY N a' �- °' N ' N '� T 100 OSBORNE HILLS REAL TY TRUST Eastern Land Survey Assoc., Inc. THE PRECAST MODULAR BLOCK RETAINING WALLS AND CULVERTS SHALL BE DESIGNED BY A MASSACHUSETTS REGISTERED C— / /� PROFESSIONAL STRUCTURAL ENGINEER AND PERMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM BUILDING �� PO BOX 780 Christopher R. Mello P.L.S. INSPECTOR. FINAL WALL DESIGN PLANS SHALL BE SUBMITTED TO THE SALEM PLANNING BOARD. 6+0 +50 5+0 +50 \0\ � +50 3+0 // / +50 2+0 LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Moss, 01960 / (978) 531-8121 Ilk HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. \� \_ _� - _y ��� SCALE , HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1=40 Horizontal TO THE RULES AND REGULATIONS OF THE APPROVED SALEM PLANNING BOARD 1"=4' Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND M• _ 0 20 40 80 RECORDING OF SAID .NOTICE. DATE JUNE 22, 2020 Chris to her R. Mello Cl%ton A. Morin ,�13P7 PE 309&9 REVISIONS PL� F 1 2795 1. JUL Y 24, 2020 J. FEB. 18. 2021 SHEET 11 OF i 8 D AT ES . .4 � � 2. JANUAR Y 25, 2021 �— SEE SHEET 13 OT 131 \3'�\1\e�� �y L P oP� 5e O 1 3� 8 x6 Reducer, 6' Gate Valve PLAN STRONGWATER DRIVE T ara -� / and Hydrant LOT 20+ 00 TO 32+ 00 ��„ CD �9 �f— 0=49'46'49" 67 CD F�MN w � SCALE : 1 -40 T �� 3 ,00'2 o5 gR-56.45 LO A- c �•, LOT 2 1 X1jS o1 \-pS w / N 83.48 0 Zokoo 750 19 k s .3Q0o � o �y ` LO 8 C� ��,6% Prop• �o� 6 fig. � cep o �jXo, , 0 T '� 2 k?9�� 22k /p2°��1 k2�' 0� o S�� SSG g0 �O SEE SHEET 1-0 ��,�/ �o\ wote o Oo Q�q, 22 T / Zak° P�oP � . LOB 1� I L O T 1 23 LOT Oro��a� o" C) }o o <'O y � I o I �5k0 lb �9 �9 CD a w i N I L=303.95' W 90 L \\ I I L=59'02'00 /� \ LOT SMN 26k° ' \ D � Starmceptor STC 900 4 —0M S / /�� O T 91 — D — FM g� /' d'= 'C --- DMH 28+ + 2-k° �� A Cj`` ' DENOTES STONE BOUND TO BE SET BY OWNER -- W —°- SMH S OT 92 UNDER THE DIRECTION OF A MASSACHUSETTS PROFILE STRONGWATER DRIVE � � g3 �� �' PROFESSIONAL LAND SURVEYOR 20+ 00 TO 32+ 00 °�9j La � - SCALE : 1"=40' Horizontal 1"=4' Vertical T 94 `° - - -7; LO RIGHT SIDELINE PROFILE /. C O CO E U LOT 96 LOT 95 + �_ O LEFT SIDELINE PROFILE /�/ �/ V.C. L=200' \ \�� a_ !I 160 O 00 i \ �, c o cn 0 EXISTING �'' � � �� °' N �' ; ° ,n m d- II �, N VC L=100 v N N - CENTERLINE / �, C r- v II PROFILE ,� �.� �� C co w o z 00 1.1 j U 'r' Ln o Ln PROPOSED II Ln+ c�i `n� / _ , \ \\ �� � o �C CENTERLINE `" 0-) Ln I 00% �- / a0 � U) - o w o � II 1 . > - PROFILE o II N� _ _ _ _ _ + `n \� �I J w 3 + oral,, 150 Ll s-o p2 - - - i 2 SCH 12" RC groin 80 Low Pr � \ 5=0.0089 7 B" SDR 35 PVC SEWER ess�are \ 5-.0005 Sewer 8» SDR 35 PVC SEWER c� S=0.010 LO g„ SpR 35 PVC S WER 0 12' RN S=0.010' O \ R 35 PVC SEWER i CD Ln Ln o N O O pRA PVC SEWER 8 SD / 0 o o Ln 00 � � 3 5 010 / r-i C6 L � o cn o cfl cD �'¢ N '� o o o 0 8 SpR S-0' - Ln '� o N - _ Ln140 Ln 0 0 (n _ + +50 21 +0 +50 20+0 f O :E N N �I � N � N N MODIFIED DEFINITIVE SUBDIVISION PLAN > N > > OF STRONGWATER CROSSING O ,� O O O �, O ^ O O O O O O (D N N O O O O N N ,-� O -� 0 00 �' --� (-0° ~ FORMERLY KNOWN AS OSBORNE HILLS O � � Ln O - Ln u7 O 0 Ln � O � �- O 0 (`Ln - O cD Ln O r7 Ln O � I� d- � rn � � O O 00 N N oo (p �n O O N 7 O L0 Cal N O N-) rn N d O r� Ln ro Ln Cp (_0 of r. f` I� 0 f� f� I� f-. LC) r- (D N cD �' Lfj Ln Ln Ln Ln Ln Ln rn Ln � Ln d- Ln `t Ln � Ln d- Ln L7 Ln u7 Ln rn Ln rn Ln u7 Ln u7 Ln Ln Ln QO Ln Ln c0 Ln Ln 10 u7 Ln (-0 N Ln Ln u7 u SALEM , MASSACHUSETTS 32+0 +50 31 +0 +50 30+0 +50 29+0 +50 28+0 +50 27+0 +50 26+0 +50 25+0 +50 24+0 +50 23+0 +50 22+0 Plan & Profile Strongwater Drive 20+0 To 32+0 FOR REGISTRY USE ONLY Prepared For. Prepared By.� OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 5JI-8121 APPROVED SALEM PLANNING BOARD SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. 1 =40 Horizontal TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN M 1"=4' Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 1 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. McNo Clayton A Morin PL S 31317 PE J0969 F 12795 REVISIONS 1 JUL Y 24, 2020 DATE SHEET 12 OF 18 2. JANUARY 25, 2021 sed �"R-248g3 ,fed t0po o, o< g2.p1.p0, .\ e�000 PROP. Q< STORMCEPTOR o` e5s ey STC 90o PLAN STRONGWATER DRIVE 090Groffb 32+ 00 TO 40+ 00 DMN 0\ �\ pM . ed � sM 3� + SCALE . 1 40 �p S sxo pM oo' S1 x p 20 r 00� id \ �\ � Suer ,,:5> o �� \. / �/%mac' LOT 119 00 M w61 �\ Q O � 1i I' pMy i W W / ,\xo�s _ � � - 94-34 70.00 M V) 11 \ R 11 T LQ. s / Q-6530'00' 1 • ' X62 , \ -� PROFILE STRONGWATER DRIVE �R32��00� \\ ��' 32+ 00 TO 40+ 00 L.Lj3 \ �0 LUJ D11�9 \ `3 SCALE : 1"=40' Horizontal 1"=4' Vertical o a-+ X \ �� \ N ii 0 t \\ / 1 LOT 102 LnO Lq / \ � o (D tea✓ s / \ -� �' / \ \ w�0 0 EXISTING LEFT SIDELINE PROFILE II ro af oil / / \ L — 250 Easement to New England Power Company C:, CN LLJ 70 C� + �I N EXISTING RIGHT SIDELINE PROFIL150 ' w 01 s S ` \ VC L=200' /, e i 0 S\o`s p�C "00 o / o j 06 S��� opg \\ EXISTING CENTERLINE O o /r' PROPOSED _ �/ \ O � O PROFILE / 12 II o 00 CENTERLINE n U) rn N / /. pram � Ln Q:0 \ \ PROFILE o, N RC \ / O z il \ II T) m !I / 140 ~ _ Q + N =z \ \ 0 0O N c� // / , SDR 35 PVC SEWER 0 Ln cno J2 C \ N N 11 N off° j c,�`�� 8 S=0.01 w ® � C D Q. Ili \ \ + N 1 ti // / �GIll- CD O 0 I ` CD �n 0.1 \\ \ o o N Q 11 -00 / / ' S C U S A II0 Ln o L / M � 0o LC) oo (.0 O Ln O C14 6 0 �60-) d 6 C\JrcDr)� LO Ln \ CO II �� // M rn cif +50 33+0 +50 32+0 \ N o0 0 � �, 0 S oo�Rq/ ' ora�� o � MODIFIED DEFINITIVE SUBDIVISION PLAN DENOTES STONE BOUND TO BE SET BY OWNER -ItII o \\ \. 18 C1.OIIDRC Drain �/ �2' s%G�� 0� OF STRONGWATER CROSSING UNDER THE DIRECTION OF A MASSACHUSETTS II II O �,, _,- O 006 PROFESSIONAL LAND SURVEYOR - � � II O + 06 N FORMERLY KNOWN AS OSBORNE HILLS m II - O , 35 EWER / ' 000` PVCa o r S_0.0CD 133 - N o � �; ' �� 120 SALEM , MASSACHUSETTS O + > C) it -� -� �IOf Plan & Profile Strongrywater Drive 32+0 To 40+0 Ln N LO r.n 00 Ln Ln L O LO N N N ^ N N ^ N ^ N ^ .- Strong water 00 00 r� CD 00 00 • r- FOR REGISTRY USE ONLY � � � o 0 ' O • `� N `� N C° cv N � 00 � Prepared For: Prepared By. 00 oo oo c� 00 00 00 00 �n rn '`� N N N N N r- rn 110 d OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. . 115 PO BOX 780 Christopher R. Mello P.L.S. 40+0 +50 39+0 +50 38+0 +50 37+0 +50 36+0 +50 35+0 +50 34+0 LYNNF/ELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 1 HEREBY CERTIFY THAT THIS PLAN CONFORMS 1, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED SALEM PLANNING BOARD SCALE 1 40, Horizontal = TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1"=4' Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DU ING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 120 RE ORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christo her R. Mello la on A. Morin , - 30969 �'12795 REVISIONS DATEq%.IAuv 1. JUL Y 24, 2020 SHEET 13 OF 18 SEE SHEET 13 �.` JAI �pT PLAN STRONGWATER DRIVE .` 0- /4? 40+ 00 TO END 8 0Z,0 � — — — "0 SCALE : 1"=40' \ 8" Gate Valve, 20' Length \ j of Pipe and 8" Cap w/ Restraint 4S �pT + \\ \\ 792 >>� 0) SMN 8"x6" Tee, 6" Gate Valve oo � O and Hydrant o ,� `\ PROFILE STRONGWATER DRIVE � k� \ ��*0 S 40+ 00 TO END o 92 , \\ �\ oMy 116 �j`' co oo / SCALE : 1"=40' Horizontal 1"=4' Vertical �� '\ ` 44 0 \ LOT � o 43 0 p \ 46�61 \MN\S� ~a\ O�� c0� I PROPOSED 92 ` 770 CENTERLINE 200 PROFILE \ 4 O J. Ln Ln 0 / o VC L=40 I \ �pT O U - - _ � 11 \_ EXISTING RIGHT SIDELINE PROFILE iCn 70 Q Z s� 1 05 N \- SOT LOT + \ (006 190 CO 190 // ,/ cn Ln S \\ EXISTING N 00g \\ CENTERLINE XISTING LEFT SIDELINE PR FILE + !I \\ PROFILE 2" LC) 1 Rc VC L=1,00' \ � o0 00 N Ln o 03>3 \ Ln � rr) 0-) 0') � rn 0') CY) 80 180 CD i \ 47+0 +50 46+0 +50 45+0 +50 Ln SO,Q o 00 spyC - - �1 � � z T \o �S2 SEI�iF PROPOSED O I I _ — z CENTERLINE ` Q 14CD PROFILE > 0 0 8�, 12�, � \ w Ln Q SOR R� OR q \ w + ,n 3S /& 111 o D ,N �� AVc S,0 � �1 00 r S o� N o ill F�'F,� � � °n 170 = n � — 0 > >O N o II o �006 '009 � N (0 oo00 LC) — cv ° o O = Z II � — o • DENOTES STONE BOUND TO BE SET BY OWNER o � UNDER THE DIRECTION OF A MASSACHUSETTS o /1? o z ++ Ln PROFESSIONAL LAND SURVEYOR N z o RC R Ln Ln II N + N V) °' o � 0 N + a7 CN CN � U N CD LO „ '-' N o = `� �� — 160 MODIFIED DEFINITIVE SUBDIVISION PLAN + o z 5 �0 S VC S S o 0R?l/N �I + � F�F� 04\ OF STRONGWATER CROSSING � �' FORMERLY KNOWN AS OSBORNE HILLS r-0 > > > > SALEM , MASSACHUSETTS Ln ' co �' N �' co °° °° �' co Plan & Profile Strongwater Drive 40+ 0 To END � m QO00 � � � � � � � � Oj moo T 00 o0 00 CO — 00 r- � � cD `' Prepared For. Prepared By. FOR REGISTRY USE ONLY 44+0 +50 43+0 +50 42+0 +50 41 +0 +50 150 OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. 40+0 L YNNFIELD, MASS 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED SALEM PLANNING BOARD SCALE 1 HEREBY CERTIFY THAT THIS PLAN CONFORMS 1 =40 Horizontal TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1"=4' Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED • DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 20 40 80 120 RECORDING OF SAID NOTICE. DATE JUNE 22, 2020 Christopher R. Mello Clayy n A. Morin PLS 31317 PE J0969 �12795 REVISIONS DATEM 1. DULY 24, 2020 SHEET 14 OF 18 PLAN EASEMENT LOTS 67A & 88 PLAN OF DRAIN FROM 2+ 50 Strongwater Drive SCALE : 1"=40' o PLAN OF DRAIN FROM 8+ 15 Strongwater Drive ' SCALE : 1"=40' SCALE : 1"=40' P Q) I � o� ° 0) > i o Emergency Overflow Q� " i I 05e Q Elev. = 102.00 \ 1'� prof O \_\f\�� I o S�SW a\e P I � P� c3 Outlet 1 Level Structure Spreader ` G / t� f— c, vN_ ' 0 �O \ �° w W CD \ o \ o +a+o Proposed LLJ C& \ U' W Storrnceptor ��o / M z v, 3: STC 900 OPEN SPACE P o °PAN 0 SPAC, �'- o- 150 °'°aria 0a OPEN SPACE P I 0 D ° PROPOSED CENTERLINE PROFILE ed 5 d\ \< \rea PROFILE DRAIN FROM 8+ 15 Strongwater Drive SCALE : 1"=40' Horizontal 1"=4' Vertical 72 Qc �Rq, PROFILE EASEMENT LOTS 67A & 88 04 N \ PROPOSED 140 SCALE : 1"=40' Horizontal 1"=4' Vertical CENTERLINE PROFILE DRAIN FROM 2+ 50 Strongwater Drive EXISTING QO Z 140 PROFILE Z 0 c, o w N SCALE : 1"=40' Horizontal 1"=4' Vertical CENTERLINE N o PROFILE Cf) rn � Q II EXISTING o - \ CENTERLINE 130 — -- w !� PROFILE z 0 0 0 \ 12S P4IN WgLE ED cn Ln C) u 130 0 130 ~ o > o w N N Q Ct F- d w r� 120 w � era Q II LU J Q Cn I � \ J CD W Z \ > o PROPOSED o o LO o CENTERLINE II o � PROFILE Ln 120 � �+ Cn Z 0 120 af k c~n N STATION 0+00 1+0 2+0 l2" RC + D S,0 DRAlN N 00 02 PROPOSED \ 11000 SWALE PROPOSED STONE LINED cNv SWALE \ U' jl o O — o \ oz o r7 O w 00 o �`' o 110 � oN (6II o — � c — �o ` _� MODIFIED DEFINITIVE SUBDIVISION PLAN �N 100 OF STRON CWATER CROSSING STATION 0+00 1+0 2+0 FORMERLY KNOWN AS OSBORNE HILLS SALEM , M ASSACH U SETTS 100 STATION o+o0 1+0 2+0 3+o PLAN AND PROFILE EASEMENTS FOR REGISTRY USE ONLY PROPOSED STORMWATER Prepared For. Prepared B)r MANAGEMENT FACILITY OSBORNE HILLS REALTY TRUST Eastern Land Survey Assoc., Inc. PO BOX 780 Christopher R. Mello P.L.S. L YNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 APPROVED SALEM PLANNING BOARD SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. 1"=40' Horizontal HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN >s4 `-t"Q 14 TO THE RULES AND REGULATIONS OF THE 1 —4 Vertical REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED • DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND M• 0 20 40 80 12 RECORDING OF SAID NOTICE. ®ATE JUNE 22, 2020 Christopher R. Mello to on A. Morin PLS 31317 '"C 30969 F12795 REVISIONS DATE ja , �a� 1. JULY 24, 25, SHEET 16 OF 18 2. JANUAR Y 2 2021 DETAIL n EROSION CONTROL PROGRAW DETAIL I Al D E TA 11 Concrete Hi MATBIA7 pe Division 1. STAKED HAY BALES, SILT FENCE, TEMPORAY DIVERSION SWALES AND SEDIMENT CONSTRUCTION ENTRANCE OUTLET STRUCTURE OUTLET STRUCTURE OUTLET STRUCTURE BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN OR AS OTHERWISE no scale BASIN REAR LOT 88 BASIN REAR LOT 124 OPPOSITE STATION 35+0 DIRECTED BY THE PROJECT ENGINEER OR THE CONSERVATION COMMISSION no scale no scale no scale STC 900 Precast Concrete Stormceptor PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL -32 7/8 x32 7/8 x 7 1/2 Storrnrax (900 U.S. Gallon Capacity) STRAW BALES AND 100 FT. OF SILT FENCE SHALL BE KEPT ON SITE FOR PLAN 133.75 Flat Roof Section (Contech Constr. Products 125.50 ------- 32 7/8 x32 7/8 x 7 1/2 Storn-frox 113.75 32 7/8 x32 7/8 x 7 1/2 Storrnrax 40' Flat Roof Section (Contech Constr. Products Flat Roof Section (Contech Constr, Products REPAIRS OR OTHER EROSION CONTROL NEEDS. THE CONTRACTOR SHALI- I N I � I I I I I 1 1 F-1 1-14-�TJ-1-711 -L� Stormceptor 32"0 INSPECT EROSION CONTROL FACILITIES WEEKLY AND AFTER EVERY RAINFALL 4 14- 1 1 1 14' 1 Frame and I EVENT TO CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES IN THE EROSION CONTROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. < Grade AdJusters to 2. ALL SOIL STOCKPILES SHALL BE PROTECTED AGAINST EROSION. 3-12" INLET ORIFICE 1=132.25 PRECAST CONCRETE WALLS 6" INLET ORIFICE 1=123.50 PRECAST CONCRETE WALLS 2-12" INLET ORIFICE 1=111.00 PRECAST CONCRETE WALLS Suit Finished Grade 5- 24"0 Outlet 0 r 3. CATCH BASINS SHALL BE PROTECTED WITH FILTERS, AS SHOWN HEREON 1-1/2" To 3" 4'-0" INSIDE DIAM. 4'-0" INSIDE DIAM. 4'-0" INSIDE DIAM. 600 011 Pip M UNTIL NO SEDIMENT TRANSPORT IS VISIBLE DURING RAINFALL EVENTS. FILTERS Stone D V/ 8" _ 4 -�F- 30-0 Pw, 0 office I 1 0- WELDED WELDED WELDED rate SHALL BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY. TRASH RACK TRASH RACK TRASHRACK 724"o 6. 4. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION SECTION 3%3" MESH 1.5"A.5' MESH 3%3" MESH SHALL CONFORM NTH THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL 2" INLET ORIFICE 1=130.00 1 12" OUTLET 1=126.50 12" OUTLET 1=122,00 4" INLET Stomiceptor"I 7- GUIDELINES, URBAN AND SUBURBAN AREAS" DATED MARCH, 1997, AND MAY 2" INLET ORIFICE 1=122.00 ORIFICE 1=110.00 15" OUTLET 1=110.00 va, s _-1-r- T811 Insert _7 1-1/2" To 3" INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: Outlet TEMPORARY SEEDING, TEMPORARY MULCHING (STRAW), PERMANEN (I ( inlet Outlet Subgrade %13% %q%, Mr % I'll-A W,% PRECAST Inlet Stone WONVOIP-A I Weir FN SEEDING, HYDROSEEDING, SODDING, AND PLACEMENT OF HAY OR PRECAST PRECAST 35, r Co CONC CONCRETE BASE CONCRETE BASE ETEE BASE JUTE NETTING DURING WINTER MONTHS. NOTES 6"0 5. DEBRIS AND/CIR LITTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY 6" CRUSHED STONE FOUNDATION 6" CRUSHED STONE FOUNDATION 6" CRUSHED STONE FOUNDATION Orifice BASIS. 1� Geotextile Fabric shall be placed in the area of the Plate construction entrance prior to placement of stone. 6. IF DUST IS GENERATED DURING 'CONSTRUCTION, IT SHALL BE CONTROLLED 2. Areas of surface water flow toward the construction CONSTRUCTION DRAWINGS FOR EACH OUTLET STRUCTURE ALL INLET ORIFICES SHALL BE PRECAST 55H Access opening 10 Oil INTO THE OUTLET STRUCTURE AT THE DroD Tee (See note#2V Port BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STABILIZATION entrance shall be minimized. SHALL BE SUBMITTED TO THE SALEM DEPARTMENT OF Min. METHODS. 3. The construction entrance shall be maintained so as TIME OF ITS CASTING. Inleri Pipe to prevent the tracking or flow of sediment onto the PUBLIC WORKS PRIOR TO COMMENCEMENT OF 24"0 Drop 7. AT THE COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE 8. Outlet Pipe PERMANENTLY STABILIZED WITH 'LOAM AND SEED OR OTHER GROUND COVER. adjacent public way. Measures may include top CONSTRUCTION OF THE DETENTION BASIN WHICH THE Plan View dressing of the entrance with additional stone and/or STRUCTURE IS TO SERVE. 8. SILT SOCK AND/OR STRAW WATTLES MAY BE USED AS SILT BARRIERS repair or cleaning of other site sediment control 8. IN LIEU OF STRAW BALES WITH THE CONCURRENCE OF THE CONSERVATION measures. COMMISSION. 4� Any sediment spilled, washed or tracked onto adjacent SECTION SECTION public ways shall be removed immediately. SECTION 5. Vehicle wheels shall be cleaned� of mud prior to the STORMWATER MANAGEMENT FACILITY STORMWATER MANAGEMENT FACILITY 1`3TORMWATER MANAGEMENT FACILITY Section TIn Chamber vehicle leaving the site. if washing is required, it REAR LOT 88 REAR LOT 124 shall be done on a stone stabilized surface which OPPOSITE STATION 35+0 DETAIL drains into a sediment trapping device. 134.25 127.00 SILT SOCK FOR EROSION CONTROL 100 YEAR 1100 YEAR 114.75 DETAIL YEAR STORAGE LEVEL 132,90 10 YEAR STORAGE LEVEL 125.40 100 YEAR -------------------- 10 --- STORAGE LEVEL 113.60 1'x1"x3' WOODEN POSTS STORAGE LEVEL 132.49 STORAGE LEVEL 124.19___---- 10 YEAR - Notes: AT 8' O.C1 (MAX) EROSION CONTROL SILT FENCE 2 YEAR 2 YEAR STORAGE LEVEL 112.7 1.The Use Of Flexible Connection is,Recommended at The Wet and Outlet Where Applicable. FLOW DIRECTION STORAGE LEVEL 131.91 STORAGE LEVEL 123:,59 2 YEAR REQUIRED STORAGE 3 REQUIRED STORAGE STORAGE LEVEL 111.82 9" DIAM. SILT SOCK 2"x2%4'-6" WOODEN POSTS 3 122.00 1 VOLUMES 3 REQUIRED STORAGE f..The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port. AT 8' O.C. (MAX) VOLUMES ------------------ 110.00 1 t--- VOLUMES 3.The Stolanceptor System is protected by one or more of the following US,Patents:#4985148, ELEVATION STORAGE ELEVA TION STORAGE #5498331,#5725760.#57�3115,#5849181,#6068765.#6371690. T, I 11;:"� - EXIS'nNG GROUND I L--� A.- in A kA .9, 'Zr7f ELEVATION STORAGE 4" LOAM & SEED 4" LOAM SEED (C� FT.) (C. FT.) MIRAF! No, 100 SEDIMENT 4" LOAM & SEED (C. FT�) 4.Contact a Concrete Pipe Division representative for firther details not listed on this drawing. Rinker 028 CONTROL FABRIC OR EQUIV. 130.00 0�0 SEEDINC SHALL USE 'EROSION CONTROL MIX' 122.00 0.0 110.00 0�0 SEEDING SHALL USE *EROSION CONTROL MIX' 132.00 8820 124.00 24125 SEEDING SHALL USE 'EROSION CONTROL MIX' iT STRAW BALES NEW ENGLAND WETLANDS PLANTS, INC., 134.00 21350 NEW ENGLAND WETLANDS PLANTS, INC., 126.00 53725 NEW ENGLAND WETLANDS PLAN TIS, INC., 112.00 13550 AMHERST, MASS. AT THE RATE OF 1 LB. AMHERST, MASS. AT THE RATE OF 1 LB. 127.00 71238 AMHERST, MASS. AT THE RATE OF 1 LB. 114.00 31775 FLOW DIRECTION 11 PER 5000 SF� 114.50 37/388 I . . .. . PER 5000 SF� PER 5000 SF. --------0- 1 . . - DETAIL UPSTREAM CONTRIBUTARY AREA SHALL NOT EXCEED EXISTING GROUND GENCY OVERFLOW EMER .25 AC. PER 100 LF OF SOCK FOR 9" DIAM. No Scole SILT SOCK SHALL BE FILLED WITH A MIX OF 14' 3" ENTRENCHMENT 30-40% WEED FREE COMPOST AND 60 TO 70 % TYPICAL CROSS SECTION WOOD CHIPS. STORMWATER STORAGE AREA PLAN PARTIAL SECTION no scale 7,= Fin. Grade Riser & Manhole Frame & Cover 24" Tee �,�7�Z7 ��-�7 6" Inlet /T V UNDISTURBED SUBGRADE YP) X PROFILE PIPED STORAGE AREA RIPRAP SURFACE IIH U-I Z 18" HDPE Irlet Mainifold U-11 >- SCALE : 1"=40' Horizontal 1"=4' Vertical --1 F- '3: UJ --3 C) Z LL- PROPOSED < (12" MIN. DIMEN. Z�,on 4J 47 CENTERLINE 57 STONE) -4 "C 36" Diam. 1 PROFILE HDPE I U- ROOF RECHARGE BED 02 W 6"Outflow (Typ) (L LLJ MIN. 1 INSPECTION PORT (D 0 0 R M DETAIL: No Scale PLAN TO FINISH GRADE NOTES INV 36" =98.60 1- 24" DIAM. ACCESS MANHOLES SHALL BE BROUGHT TO FINISH GRADE NEAR THE OUTLET END OF EACH SEC77ON STORAGE PIPE. 36" HDPE Of STORAGE TOP OF < 2. STORAGE PIPES SHALL BE SET ON A STABILIZED PIPES cr BERM AND LEVEL CRUSHED STONE FOUNDATION. W ""I I VARIES U- 0- SEE PLAN VIEW OF 0 100 BASINS O� > < Fro C6 98.50 __J 00 > PLAN 10" HDPE OUTLET MANIFOLE 0)0 CN 6"-12" RIPRAP n >- cr_ Ln F- W (-)6 I--CD 0 0 < Cn 3: 00 15 INFILTRATION CHAMBERS 10" x 6" TEES 0 Of 0) IN AN 12' BY 38' STONE LINED BED Z0 0 SECTION GEOTEXTILE FABRIC C)i-- Q� a- U-i MODIFIED DEFINITIVE SUBD` IVISION PLAN 4" LOAM AND SEED (MIN,)---\,,, LINED EXCAVATION I=-- Lij 0 bi n C/)U UD a_ ZD Z :2� o 0 Lii I of- = W 0 CL 0 OF STRONGWATER CROSSING 4" INLET +1-- M 1-1-1 2" STORMTECH SC-310 CHAMBERS F -It 0 of ry < FORMERLY KNOWN AS OSBORNE HILLS 1 16 CD -i 0 MANHOLE 90 -04 FINAL DESIGN OF ROOF RECHARGE BED ELEVATIONS AND 36" Diam. t yp) ) 6- SIZE SHALL BE DONE BY A MASSACHUSETTS REGISTERED HDPE ' (-ryp) STATION 0+00 1+0 SALEM , MASSACHUSETTS PROFESSIONAL ENGINEER FOLLOWING SOIL EVALUATION & Min. 1 1/2" TO 3" WASHED STONE GROUNDWATER DETERMINATION AT THE PROPOSED BED EST S.H.W.T. SITE. CONSTRUCTION DRAWINGS FOR THE STORAGE SYSTEM SHALL A BE PREPARED BY THE MANUFACTURER AND PROVIDED TO DETAILS ALL DWELI.-INGS WHERE RECHARGE IS PROPOSED SHALL THE SALEM DEPARTMENT OF PUBLIC WORKS PRIOR TO HAVE GUTTERS AND THE FINAL DESIGN OF THE ROOF COMMENCEMENT OF CONSTRUCTION. Prepared For. Prepared By PIPING AND RECHARGE SYSTEMS SHALL BE SUBMITTED OSBORNE HILLS REALTY TRUST Edstern Land Survey Assoc., Inc. TO THE CITY OF SALEM PRIOR TO ISSUANCE OF" A CERTIFICATE 6 - 36" DIAMETER HDPE STORAGE PIPES, 40 FEET LONG PO BOX 780 Christopher R. Mello P.L.S. OF OCCUPANCY, ARE REQUIRED FOR THE PROPOSED STORAGE SYSTEM LYNNFIELD, MASS. 01940 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 I HEREBY CERTIFY THAT THIS PLAN CONFORMS 1, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. APPROVED SALEM PLANNING BOARD SCALE TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 0 1 AS NOTED REGISTERS OF DEEDS OF THE C-110MMON WEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND I OF MASSACHUSETTS. RECOIfRDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND 0 1 INCHES 2 RECORDING OF SAID NOTICE. DA 7F JUNE 22, 2020 Christopher P. Mehlo 0 ton�OA4. Morin REWSIONS PLS JIJ117 OC E J 0 9 165 9 F1 2795 1. JUL Y 24, 2020 J. FEB. 18, 2027 SHEET 17 OF 18 DATE 2. JANUARY 25, 2021 DETAIL SANITARY SEWER STORM DRAIN DETAIL WATER MAIN DETAIL CATCH BASIN TRENCH SECTION GENERAL NOTES FIRE HYDRANT no scale TRENCH SECTION no scale TRENCH SECTION DROP MANHOLE Non—Shrink Grout PAVED no scale UNPAVED no scale UNPAVED PAVED UNPAVED PAVED no scale no scale 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED 24" x 24" CAST IRON FRAME AND GRATE 4" LOAM & SEED Install a 1/2 PVC Push Cap DUCTILE IRON PIPE. DARLING B 62 B LEBARON LK 123 OR LK 124 4" LOAM & SEED 4" LOAM & SEED or Build Masonry Dam as ull Mortar Bed direcected by the Engineer 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT F PATCHED. Provide Mechanical/_ Hose Outlets 2— 2 1/2" i 5" Pumper Connection to Face Roadway Leveling Brick As Necessary �E Pide Mhil Seal(Lock—Joint Flexible M.H. 3) ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER o LIMIT OF TRENCH COMPACTED Drop connection shall be the V-6" MIN. COMPACTED COMPACTED II Sleeve, Press wedge Seal P SDR 35 PVC, EXCEPT AS OTHERWISE NOTED. ALL SANITARY EXCAVATION - BACKFILL LIMIT A TRENCH same size as the horizontal SEWER SERVICES SHALL BE 6" DIAMETER SDR 35 PVC BACKFILL PROVIDE SHEETING i LIMIT OF TRENCH BACKFILL � or Link Seal Gasket AND SHORING AS EXCAVATION — EXCAVATION — pipe > No use of Extension kits 4'-0" INSIDE DIAM. PRECAST CONCRETE 6" 1 REQUIRED BY PROVIDE SHEETING 6" I C) 1' PROVIDE SHEETING PITCHED A MINIMUM OF 1/4" PER FOOT. Will be Permitted WALL SECTIONS (ROCK (EARTH) LOCAL CONDITIONS. 6" 1' AND H BORING AS AND SHORING AS REQUOILS & DEBRIS STOP REQUIRED BY 8" Min. Cast in Place Concrete 4 ALL STORM DRAINS SHALL BE CLASS III REINFORCED ROCK EAR LOCAL CONDITIONS. (ROCK) (EARTH) LOCAL CONDITIONS. Shelf use Forms ) CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. "THE SNOUT" AS MFGD. BY LWEIR p DDDD ( ( W LEBARON FOUNDARY INC. D D D DRAIN WATER MAIN Standard C.I. Road Box and Cover D p OD + 6" 5) MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES 0 5 MIN. OUTLET D p pDD OUTLET DDD D DD D p OD/2 90' Bend SHALL BE .005 FEET PER FOOT. 8" x6" p D D pD p pD OD C.L.D.I. TEE 414, D D D �' D D Pie Length as short as possible 6) FIRE ALARM CALL BOX SHALL BE INSTALLED AS PER p D D D p o0 D p 9" (6" IN LEDGE) OD PRECAST CONCRETE BASE P 9 CONCRETE p 9" (6" IN LEDGE) 1" CRUSHED D p p D D "6" Gate valve THRUST BLOCK D D STONE � � THE CITY OF SALEM FIRE DEPARTMENT. 1" CRUSHED . 5AND 'B.EODING _ 9" (6" IN LEDGE) 12" Crushed Stone 4'-0" SUMP PRECAST CONCRETE BASE STONE �— 7) SHADE TREES WITHIN THE PROPOSED SUBDIVISION OD + 18" OR 3' MIN. OD + 2' OR 3' MIN. SHALL BE PLANTED AS PER THE REQUIREMENTS OF THE U 6" CRUSHED STONE FOUNDATION SAAEM, MASS. SUBDIVISION RULES AND REGULATIONS. TIE RODS 0E�0�00,�0p0 o OD + 18" OR 3' MIN. 8) UNDERGROUND ELECTRIC, CABLE & TELEPHONE SERVICES 12" Square By 4" Thick Stone or Concrete Base Sao" 8�'�o "� �' SHALL BE CONSTRUCTED AS PER SPECIFICATIONS OF THE CONCRETE THRUST BLOCK DETAIL DETAIL UTILITY COMPANY HAVING JURISDICTION. DETAIL FLUSHING CONNECTION MANHOLE Force Main Connection 9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING MANHOLE no Scale no scale „ AND DETERMINING THE LOCATION, SIZE AND ELEVATION Minimum Bearing Face Area for Concrete Thrust Blocks 24" 24 DIAM. MANHOLE FRAME AND COVER OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON no scale 24" DIAM. MANHOLE FRAME AND COVER LA DIAM. MANHOLE FRAME AND COVER LABELED "SEWER" IN CASTING THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE Pipe Diam. 90' Bend 45' Bend 22.5' Bend Tees, Plugs, Caps & Hydrants LEBARON LK 110A, DRAIN OR SEWER LABELED "SEWER" IN CASTING ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY Inches sq. ft. sq. ft. sq. ft. sq. ft. IN 3" CAST—IN LETTERS Full Mortar Bed Full Mortar Bed UTILITIES FOUND INTERFERING WITH THE PROPOSED 6 8 5 3 4 Full Mortar Bed 2 to 5 Courses Leveling Brick CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION 2 to 5 Courses Leveling Brick BEFORE PROCEEDING WITH THE WORK. 8 12 8 5 6 2 to 5 Courses Leveling Brick 10) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN- 10 19 13 7 9 PRECAST CONCRETE CONE IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED 12 26 18 10 13 PRECAST CONCRETE CONE FORGED ALUMINUM WHERE WATER AND SEWER FACILITIES CROSS. SAFETY TYPE MANHOLE PRECAST CONCRETE WALL SECTION ALLOY STEP AT 12" D.C. PRECAST CONCRETE WALL SECTION 11) PROPOSED RETAINING WALLS SHALL BE DESIGNED BY A The expressed areas are based upon a Water Pressure of up to 200 psi and a (All Joints and Penetrations (All Joints and Penetrations 4' - 0" MASSACHUSETTS REGISTERED PROFESSIONAL STRUCTURAL soil bearing resistance of 2000 psf. For other soil types, the values shall be to be made fully Watertight) to be made fully Watertight) Core Drill & Boot New Connection ENGINEER AND PERMITTED IN ACCORDANCE WITH THE multiplied as follows 81 - O Make Penetration Fully Watertight REQUIREMENTS OF THE SALEM BUILDING INSPECTOR. Soft Clay 4 4' - O„ FORGED ALUMINUM ALLOY CLEANOUT OR HOSE CONNECTION A FOUR FOOT HIGH CHAIN LINK FENCE SHALL BE Loose Sand 2 SAFETY TYPE MANHOLE (AS DIRECTED BY SEWER DIVISION) ALONG THE TOP OF ALL WALLS WITH AN EXPOSED HEIGHT Sand & Gravel 1.33 STEP AT 12" O.C. 2' SCH. $0 PVC Low Pressure 2" GATE VALVE Sewer OF MORE THAN FOUR FEET. ' Min. Cover Thrust Blocks shall be 3000 psi concrete placed against undisturbed material (WRENCH OPERATED) OUTLET 4 12) ALL PAVEMENT MARKINGS AND TRAFFIC SIGNAGE SHALL CONFORM Concrete shall be kept clear of mechanical joints and bolts. FASTEN TO WALL WITH Stainless Steel Straps ® 2' OC TO THE REQUIREMENTS OF THE LATEST EDITION OF THE MANUAL 9" MIN STAINLESS STEEL STRAPS ON UNIFORM TRAFFIC CONTROL DEVICES. INLET AND EXPANSION BOLTS Bearing Area Against 5" MIN Undisturbed Material 90 DEGREE BEND 2" FORCE MAIN OUTLET _ PROVIDE THRUST BLOCK TO WALL AND FLOOR OF MANHOLE 8" MIN 0o m oo� o o ' Mal 0 ° 5" MIN o �'� 6 PRECAST CONCRETE BASE ® ° - ..° o PRECAST CONCRETE BASE 6" Crushed Stone 6" Crushed Stone 4. 6" Crushed Stone Foundation Foundation CATCH BASIN FILTER DETAIL . e � ._ ;, Foundation BRICK INVERT VIq�Q f10 scale i�� a.. DDp D HAYBALE SECTION — VEGETATED SWALE SECTION — STONE LINED SWALE 0 TEMPORARY Az a STEEL PLATE DETAIL LEVEL SPREADER DETAIL No Scale No Scale AT OVERFLOW PIPE END DETAIL L 0 NO SCALE TYPICAL WATER SERVICE DEWATERING BASIN GRASSESURFACDE� � ��4 8" CONC. BLOCK no scale No Scale 3 2 a9*9 (nP) PLAN I 1 1'-6" 1 1'-6" OUTFLOW PIPE GROUND NO DISCHARGE FROM ANY DEWATERING ACTIVITIES SHALL 4" DEPTH OF 6" TO 12" HAYBALE BE DIRECTED INTO EXISTING STORM DRAINAGE FACILITIES BROKEN STONE TEMPORARY DIKE 6"- STONE RIPRAP Staked Hay Bales SANDY LOAM LINED SWALE STEEL PLATE 13/4- STONE 1% SLOPE FROM Standard Curb Box OR RESOURCE AREAS UNLESS FIRST ROUTED THROUGH WITH 10-20% PIPE END 10' w and Cover A DEWATERING BASIN. ORGANICS & 4 I�4� �4 3/4" to 1 1/2" MAX. 20% 0 0 Stone OF CLAY CATCH BASIN ►— p NOTE — A SILT SACK MAY BE USED -IN EACH CATCH BASIN I z V) AS AN ACCEPTABLE ALTERNATE TO THIS DETAIL. 12' � z 0 LO Q SECTION TYPICAL CROSS SECTION CURB STOP Location(s) of proposed STRONGWATER DRIVE Dewatering Basin(s) shall no sale MODIFIED DEFINITIVE SUBDIVISION PLAN Of E> Dewatering Discharge be approved in the field WATER SERVICE 0 pp 60' LAYOUT 0 0 by the Design Engineer S' 4' 4' S' OF STRON GWATER CROSSING 45 Staked Hay Bales GRASS SIDEWALK TREE LAWN 32' TREE LAWN SIDEWALK GRASS vv Pitch 3/8" per ft 4 1/2" BIT. CONC. PAVEMENT, TYPE 1-1 WATER MAIN " 18R "SNOUT" 4 1/2" Type 1, 1 1/2" FINISH 2 Filter Fabric Bit. Conc. Walk LAID IN TWO COURSES: 3" BINDER, FORMERLY KNOWN AS O S B O R N E HILLS 3" Binder & 1 1/2' Pitch 3/8 per foot 3/4" - 1 1/2" � Finish Stone ISALEM , MASSACHUSETTS Filtered Water =: 1 " cra�el"':. ' 12" Gravel Base — No stone Over 3" Dimension DETAILS Gravel Base shall be Installed and Compacted in 6" Lifts 6" Loam & Seed to no less than 90% of the Modified Proctor Density Test 000000 Approved Subgrade TELEPHOPrepared For Prepared By. E, ELCTRC FIRE VERTICAL FOR REGISTRY USE ONLY AND CABNE (2EMI COVER) ALARM OSBORNE HILLS REALTY TRUST Easte Land Survey Assoc., Inc. GRANITE CURB 10' MINIMUM N rn PO BOX 780 Christopher R. Mello P.L.S. VA4 0 104 Lowell St, Peabody, Mass, 01960 L YNNF/ELD, MASS. 01940 y� Drain (978) 5X—8121 3' Min. Cover O 8" diam Water OB" diam. Sewer 5' Min. Cover 6' Min. Cover SCALE • AS NOTED APPROVED UNDER THE SUBDIVISION CONTROL LAW ; I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, ILENE SIMONS, CLERK OF THE CITY OF SALEM, MASS. ` TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 0 1 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND ~ . OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING DATE DUNE 22, 2020 Christopher R. Mello layt A. Morn THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF Pis 31317 PE J0969 F12795 SAID NOTICE. REOSIONS 1. JUL Y 24, 2020 DATE CITY CLERK SHEET 18 OF 18