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WITCH HILL - PLANNING DEFINITIVE SUBDIVISION PLAN OF WI TCH HIL IN SAL-f- j -M- . -M- -A- SSACHUS-ETTS GENERAL NOTES __ ___ cEml eiore Cmrn �� ,�' ' •�!� R?r CeC1 � raj �� Go"Course �s`f INDEX TO DRAWINGS 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD ' SURVEY AND PUBLIC AND PRI VA TE PLANS , =� , �f t%fir, -0, t ' 01" tY ` Fm k',,� nwood• 4, . N h n p Mfr INT M �°"` .` - t e � - b '� SHEET 1 INDEX PLAN 2) UTILITIES SHOWN ARE BASE UPON FIELD SURVEY AND _ RECORD PLANS AND ARE MOT NECESSARILY INDICA RVE OF ``� w SHEET 2 KEY PLAN UNDERGROUND CONDITIONS Tom-' ` I ; 'i� _��. SHEET 3 SUBDIVISION PLAN 1 '' '` �, 1 -'S `� Yr SHEET 4 SUBDIVISION PLAN SHEET 5 TOPOGRAPHIC PLAN 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND �� ., a .,, r + •, , i ,a f ° e n ` i`.' SHEET 6 TOPOGRAPHIC PLAN DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL \C4untC:Uo ,h. , F + ; SHEET 7 PLAN & PROFILE MARTIN LANE & GOOD CIRCLE EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, h '' A PR/OR TO ANY CONSTRUCT/ON. THE ENG/NEER SHALL BE NOTIFIED SHEET 8 PLAN & PROFILE NURSE WAY Rh �� "�� ' `'' IN WR/71NG O NKITH SHEET 9 PLAN & PROFILE EASEMENTS F ANY U 77LI TIES FOUND INTERFERING THE PROPOSED CONS TRUC T/ON AND APPROPRIATE REMEDIAL ACT/ON - - SHEET 10 STORMWATER DETAILS BEFORE PROCEED/NG WITH THE WORK. " :r R, ' �, �, � ��- ;,,. � � . � +� �: �mo�c -; � � � r SHEET 11 SEWER SYSTEM DETAILS -, ; SHEET 12 r , , SITE DETAILS 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. , y r , NO CERTIF/CA TION /S INTENDED AS TO PROPERTY Tl TLE ryt_ �Iw►'_ ,� r RECORD OWNER o. OR AS TO THE EXISTENCE OF UN WR/T TEN OR UNRECORDED _^ �� _ •'` " E , ., • fI EASEMENTS. r,,. �~:+ ' ~ BARTLETT AND STEADMAN DEVELOPMENT CORP. , 1wc a a r �6 an y 5. WETLAND RESOURCE AREA BOUNDARIES DEL/NEA TED BY R/MMER ENVIRONMENTAL CONSULTING. _ �,,� Fund' . ; a� M =.' r�.� r REFERENCES: N r-. � .. 1 -.f ;\` I I, t`,\�`a ,�.`' %�fl/��' /,,,```' y 'e,t.\ e "+, - • r55 � ,'r i,r...- 6) THE OWNER SHALL CONFIRMCOMPLIANCE WITH AL LAND COURT PLAN 8 5 6 J CO L APPLICABLE l,, • _ . CODES AND REGULA BONS GOVERN/NG - \ THE MATER/ALS ANDIOR % '� �-. ` ' �� rr.. ,, ��>. ,;r�'r,' ;'� J•..`•. ••`; , '':^ Y ,, ' METHODS OF INSTALLATION OF ANY DEP IMPROVEMENTS '�• '' `` ''' j ' `� ICTED ',�. . '~ :�. �. �,, .`;; �, :� , ;--,� ,,.� .Y.� �,_ �.�. , •` �- ! ON THIS PLAN. ,, � • ti /' •i,i rl�li �,��I: ,.,�) •t - - ;\�.� ,' ('.Nf Course 2.t OCUS MAP 1 #* A!�"..W:' 51000 DEFINITIVE SUBDIVISION PLAN WITCH HILL SALEM , MASSACHUSETTS INDEX PLAN Prepared For Prepared By. FOR REGISTRY USE ONLY FORM C - DEFINITIVE SUBDIVISION, CLUSTER RESIDENTIAL DEVELOPMENT Bartlett and Steadman Development Corp, Eastern Land Survey Assoc., Inc. SPECIAL PERMIT, AND WETLANDS DISTRICT SPECIAL PERMIT R 67 Village Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Mases 01960 APRIL 11, 2005 (978) 531-8121 WAIVERS OF THE SALEM SUBDIVISION REGULATIONS; 1. WIDTH OF STREETS REQUIRED BY SECTION IV(A)(2)(a) SCALE 2. LENGTH OF DEAD END STREET REQUIRED BY SECTION IV (A)(4)(a) AS NOTED APPROVED UNDER THE SUBDIVISION CONTROL LAW n I HEREBY CERTIFY THAT THIS PLAN CONFORMS 1, CHERYL LAPOINTE 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 'Q' 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 THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF MARCH 10, 2004 ChrisPLS 31317 R. Mello � REVISIONS'✓ F 1 1 8fi 2 SAID NOTICE. SEPT. 13, 2004 DEC. 30, 2004 G DATE CITY CLERK . 1 OF 12 NOV, 24, 2004 4 w o. r � IMA TALC a MACK � R T LOT 222 0 LOT 223 LOT 224 40,14 LOT 22/ LOT 225 -- 11�� A �_ LOT 220�-- �►� LOT 2/9\x' ? (aam SPACE -I-) , S � \ pn,OF SALO LOT 226 (0cm SPAM '1-) v LOT 227 4.3737+ ACRES (UNCQNSMUCTW) STNIMT ww, t4a &MANY 9�J A k"M LOT 230 LOT 228 LIN LOT 2/8 SHEETS 4 & 6 MATCH I _ _ n LOT 23/ 1 SHE` S 3 $ 5 615 LOT 229 Q GOOD CZWZA (t LOT 2/7 LOT 232 4W4 iv 2 o LOT 233 -- AFQV u f k ~ LOT 2/6 r� LOT 2/5 �-- - - - - - `= LOT 234 � LOT J ( LC PLAN &W) s1LEy S7 r AAAIMQM AKWW LOT 235 Ay,, PARK' LOT 214 HARTM LAM LOTS 220-22 ft(Ilo♦At"),Cqb (LC PLAN WW) *"2* Sf. LOT 211 LOT 2/2 LOT 2/3 � DEFINITIVE SUBDIVISION PLAN WITCH HILL MW elawo Pom Owmy SALEM , MASSACHUSETTS KEY PLAN KEY MAP Prepared For Prepared By. FOR REGISTRY USE ONLY I � Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc / — 8 R 67 Mage Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE ?' APPROVED UNDER THE SUBDIV SIGN CONTROL LAW a I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. , TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BYJ2o 40 so 160 240 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND DA94S;Wgws�� 7E OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING25 14 MARCH 10, 2004 Christopher R. Mello THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OFVUL;:; PLS 31317 SAID NOTICE. REWSIONS F 11862 SEPT. 13, 2004 DEC, 30, 2004 DATE CITY CLERK Nov. 24, 2004 SHEET 2 OF 12 DIMENSIONAL ZONING CHARACTERISTICS AS ALLOWED BY CLUSTER SPECIAL PERMIT MIN. LOT FRONTAGE 25 FEET MIN. LOT WIDTH 30 FEET MIN. LOT AREA 6800 SQ. FT. MIN. FRONT YARD 15 FEET LOT 230 LOT 228 LOT 2/8 MIN. SIDE YARD 10 FEET •ag3 m o MIN. REAR YARD NA2 m C) MATCH LINE SHEET 4 8' r 65 LOT 231 m <I I L-�,76. 5j, ►v o L= 67 165'• .�14N7170'16"E . I N66°58'55-E- R=50.00 E'R=50.00 ��` p1 86.34' LOT 226 LOT 229 88.s9 2 OPEN SPACE "1 '� a N ) o N7332'21"E 8,672E S.F. LOT 2/ 7 4 . 3737E ACRES 5J 7780' h a 12, 01 7- S. GOOD CIRCLE 0=6625'19" C&�' LOT 232 •� R=25.00 r� L=28.98 9, 155E S.F. .� 0=92.15'30" D� o -- - C N3 J R=25.00 I g n 2 i' ti N \\ Z s L=40.26Ns 7 7, o c•, o vo �a,o 00 ��'y� se9.3 4,10 C ` BviJ?, Ods •�J �`�`� I ~ V/ C) 0�2a � I � /V1 1 .019 O a 2,s 0�S .. I 30 -- o Cy�LgS o w s°�. LOT 233 ��3,�00 �o� �6 LOT 2/6 H q�gNTZ ETyE� � l 7, 389.. SF. qs 8,580± S.F. o ' 1 s + �� 6 �s s w rV /J O S88?S ' 4 �/ SA• � � a N LOT 2/5 0 n W o �, o l l ,573* hl LOT 234 N• ^(b � ,^� / PROPOSED DRAINAGE p140.00' 2 ' EASEMENT 9, 179± S.F. % °��., i sl.s7' C\, �° ("s v li .4 � N67'10 40 J�- E 170. J� C G� 0 LOT 3 ( LC PLAN 856J) S-44e4e /S sTR N3 PROPOSED MARION MORRIS REg4 TY T,Q EET 89.95 S6534'00"W .88 a, � I UST N S64 5729"W ROPOSED °o rn S6770'40"W DRAINEASEMENT RAINAGE Q N — �" Ni {' ASEMENT 30' 230. 79' N - - LOT 235 oNa — — — J 3 N ► rk 7989! S.F. �= o " o Mq,Q CA "PARK" LOT 214 00 Y '"• SAIVT VO 'In'--20-09'56' 20,544* S.F. �3 23" z S6771'24"W RRE R=25.00 D66 138.93' ° L=32.55' 0=913630"7, ° 1< L=38.57 L=23.18 R=25.00 530748" PROPOSED I 3'30 5Vk0Q= 2 " DRAINAGE 40' 32.23' v 176.89' EASEMENT :95 Z4' S677029 W N6770'30"E 176.89' _ 50' D MARTIN LANE o O�V'4�� dPe se7.1 o'3o"W R-_ o o LOTS 20-22 MgRY ORD 299.34 2S 0 o (LC PLAN 856J) 87.15 /32.00 80.00 \ =23 O �o' a,s3°,4 10 19s,4642± S.F. o W Nome, ,/ q/Vh, \\ r� N� � `rpt �<6�000 f fJOU D DEFURTHER � " 'ONY �' S � u o z Pqs q q Rq -' ii LOT 2/ l LOT 2/2 as 23 3 C RE Np \� a 10, 4712 SF. N l 0,560. SF. N LOT 213 0 �Lq z l0, 58/ * SF. \ N ■ DEN0 TES STONE BOUND TO BE SET BY 0 MER. 84.67' 47. 76' 132.00, 147.28' 125.76' S67 48'30"W S67'10'30"W N67'10'30"E DEFINITIVE SUBDIVISION PLAN NEW ENGLAND POWER COMPANY WITCH HILL SALEM , MASSACHUSETTS SUBDIVISION PLAN Prepared For Prepared By. FOR REGISTRY USE ONLY / O Bartlett do Steadman Development Corp. Eastern Land Survey Assoc., Inc. G R 67 Village Street Christopher R. Mello P.L.S. TEMPORARY TURNAROUND +A TO BE ABANDONED Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 O (978) 531-8121 a2 I I SCALE ,. APPROVED UNDER THE SUBDI SION CONTROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE 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 j A, 0 20 40 60 80 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND R I. •7 DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING MARCH f0, 2004 Christopher R. Mello THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 � F 11862 SAID NOTICE. RENSIONS l� SEPT. 13, 2004 DEC. 3� 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 3 OF 12 NP R & 0j C'_ G� PP p�P SN � � r m �� 4216 00 E ni o N 3561° NA TA LIE C. MACK 5130 D 542 9p 00 z R. a w LOT 222 0 . -,'1 4" o 8,315E S.F. � 1 m 00 N O N= S 1�510.9 o ,.E .51'30"E 2.51'3p'E LOT 223 �ro Ii '?- N425�'3° N42 , 04 10, 3/3 SF. 11 N s8 • �` J 213.39 00 >Q Q a- sg�o 365 u, 8 2>, N o 00 Q s sF 00 1-30-00' �O Y�`G� 91 5 35•p0' D/ , SPS LOT 224 9 .52 N_ s F• 8 30"E ��, �, s��s 10r 773. SF; 51,3p"V4 165-00 , L 0 T 22 G�PR 041 S 54 9° �6 542.5y 42 �.� p . 90.00 t 0 8, 116E S.F. 1 1,30 0 0 �'� ` 52 5 LOT 225 '. ,�°-�°2 s42 54p.op LOT 220 0sem , 40'� a l 0, 6382 SF. �p , 8, 100.E S.F. go.°° "E y�� o_ MENS v ~u ESE W ��o i P v 83 04• ° c� PIN .� 00 Q�Og• �� 0R 0 O ~ 52. ,3p"vJ S8�2s�2 2s4 ,. W 0 LOT 2/� �� POSES 9° ° pp' � � 542.51 LOT 226 � � D ' PR 255 N 00 8 172E .F. -� N (OPEN SPACE "1 ") `° " �s s'' p0 30 C') z ' r o io �� `� yo. 15. Z � I n ti ' V IIJ u ;n 'oma Q o a N66 50'00 E ti 90.03' Q w o,o,es LOT 226 oCl TY OF SALEM 28 N (OPEN SPACE $01 ") o LOT 227Na 4. 3737* ACRES s 7,,200± S.F. o C rq p .61' 85.80' 90.00' 127.80' S66 50'00"W S66 50'00"W 521$ "'� 542.4a'30 (UNCONSTRUC TED) STREET 156.Sok N66 50'00"E N66 50'00"E Ilk I .�3 7.19' z I 80.oo' 82.oo' 88.00' MICHAEL & MAR Y BUL YGA op '30"E w (ncn N42.4a 35 o l N rn 106 N�rn 1 LOT 230 0 o LOT 228Co o N LOT 218 0 0 ■CIO DENOTES STONE BOUND TO BE SET BY OWNER. w o CI 1 6,807± S.F. �,� 6,991± S.F. `. m 7 703 1 S.F, 65.x, -IN z F� I MATCH LINE SHEET 3 `� DEFINITIVE SUBDIVISION PLAN oLO 23/ -� �� I� 67�6S•• ,� N7170'16"E N7 • 9, 796± S.F. o i2 07-E cn .�K, R=50.00 �h o� 86.34' — N 5 l� WITCH HILL �h. 88.99 SP�J�� SALEM , MASSACHUSETTS y Ny�„ LOT 229 8 A 73 32'21"E Q J S 780' CIRCLE �; h LOT 2/ 7 :4 �O�P� SUBDIVISION PLAN Cn GOOD CV ��, o �P Prepared For Prepared By: FOR REGISTRY USE ONLY N LOT 232 0" � Bartlett do Steadman Development Corp. Eastern Land Survey Assoc., Inc. R 67 Vlllage Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE 1" = 40' APPROVED UNDER THE SUBDIVISION CONTROL LAW � I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE 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 o 20 40 so ao REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND J• DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF MARCH 10, 2004 Christopher R. Mello PLS 31317 SAID NOTICE. REVISIONS F 1186 2 DEC. 30 20 SEPT. 13, 2004 04 DATE CITY CLERK Nov. 24, 2004 SHEET 4 OF 12 t oQ Ci +� ' / LOT 230Lu r34 > � �I A t r �! AT `Po ��= � �1 _ - 120 1, B43 ' LOT ?dl LOT 218 - L� i D61 L 228 ll HA8 B45 � c� � I /\J s A 8461 7 1,4 t D6U � B47 LOT 229 1 LO 2/ ' I i 648 ._ 3 1 _ fD6 f I ` B49 B51 W AS/' � a GOOD CIRC LOT 232 w �' v Ds2 1 HA SA A \- CZ 853 R sr p I/ Ito B54 CD A /00,N SPACE I D9 Z �� 16A HAI �S / r I z 1 LOT 233 � T 216 I I f H I D57 cn \ U42 i 857 1 I -� w I / B58 ( .i 41B59 / \ LOT 234 —i � q�3 art t -tij Q�d�' � PRQP SED DRAIN - B61 V \ d ( � / `1i EA EMENT ` A8A i' 045 N ( �l�l J —A _ b DJO I 105 C 14 i `�V/ Cl- Ic / ) c� I j; :0 _ D. / / i`� 31 38 / �/�i�C S �T ( / B61 - _AD D32 - LAJ Q i REE'r D51 Lo 2/s / / / D47 M ,RION MORRIS % '\ _ --t � _. P Ofd SED D / J EROSION CON O;rjL SILT q) > _ PROP. ,�', i I FENCE (TYPICA ) •i ! � 63 \ ; / ' I EASEMENT �D48 / A71 r 1637 � l ' 1 c18 \ ,.�- R23TD24A 24 m27 T 2/4 i •I o D35 t _ - - Uig _ / LO , w t i a ARY X723 , y r ;' 'I \ l o S I f I 4 / 235 i p�.5 N_„_ •� / , �r v x - • ° - I ,l, ( I , I o L_ E G E N D ( r `�„ U26lit z � ' PARK 1 I PROP. RA/N- B66 �� / " - - / Ea EMENT A6� o SMH EXISTING SEWER MANHOLE M - �7 o DMH EXISTING DRAIN MANHOLE W /B I � i, II \ ER EXISTING CATCH BASIN _ C2p /" —~ , P4 /22 / //@ — �---` + 669 1 �-7 D1 / lis u4 uz. NO EXISTING HYDRANT �IARTI LANE r.-' ,� ;; ; � J 11 � ��N ,�� EXISTING WATER GATE CD I --- I !, `t�67n A A 100 — EXISTING CONTOUR / ! ► X26 J �Y lcQRp 100.00 EXISTING SPOT GRADE leo r/e `�. \ 1 \ -0- UTILITY POLE f r24 STREET LAMP \ I d CURB JA �� _ \ x x FENCE '4Nr A3A' 1 D RESOURCE AREA BOUNDARY FLAG ' ��/V), RESOURCE AREA BOUNDARY � P,q S,q C SOT 2l1 . ZOT 2 /20 ��T 213 \ '\ L I _ SCAfND�Q,q S RETAINING WALL 872 • SMH PROPOSED SEWER MANHOLE I to y/ sNi a c� V-/.i fl,J•ia y.-viii A'//3//. r i 3 � \ rr4 1 \ • j a 1 , �1 I -- — — _ - fir--- • DMH PROPOSED DRAIN MANHOLE r, / 1 I� � I ■ PROPOSED CATCH BASIN "F t ` I \ I �" 100 PROPOSED CONTOUR l Io ! 2AII t / 100x PROPOSED SPOT GRADE ro o o i - { / 1' j i �- PROPOSED STREET LIGHT I _ Y, !l I O PROPOSED STREET TREE W A'IGL D POWER CO PANY ; B74 - AIA DEFINITIVE AN WITCH HILL SALEM , MASSACHUSETTS � A 4 FOOT HIGH (Min) FENCE SHALL BE INSTALLED AT THE TOP OF ROCK CUTS OR RETAINING WALLS OVER 4 FEET TOPOGRAPHIC PLAN Y / IN HEIGHT. �i Prepared For Prepared By. FOR REGISTRY USE ONLY Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. R 67 Village Street Christopher R. Mello P.L.S. NOTE: Morb/ehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 PROPOSED DWELLING LOCATIONS AND CONFIGURATIONS ARE (978) 531-8121 SEE DETAIL SHEET 7 ILLUSTRATIVE AND FOR GRADING PURPOSES ONLY. SCALE , ss 1 .r 40 int uF rvn ,tHOF� APPROVED UNDER THE SUBDIVISION CONTROL LAWLICII ctAvr F1 HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPO I NTE , CLERK OF THE CITY OF SALEM, MASS. �'1 v,;;.. TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY o 20 40 00 80 31317 p REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM ''LANNING BOARD HAS BEEN RECEIVED AND /�T DA TES OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING - r'°r• ••'` THE NEXT TWENTY DAYS AFTER SUCH RECEIFT AND RECORDING OF _ MARCH 10, 2004 SAID NOTICE. RENSIONS F 11862 �--- --- -"";�U��/' --- --- -- -- SEPT. l31 2004 DEC. 30, 2004 - _ DATE CITY CLERK tiOV. 24, 2004 SHEET 5 OF 12 AzoA DETAIL DRAIN EASEMENT f, / /� f` LOTS 219 221 .rte 3 4 O� cAt8A / / - ` f/ O j ' / / 2/9 •• ' -4 � ,\ � � � � r 220 22/ CID 7At6 i �% AI i' ! ' l 1 'y i ( R=1/6.25 DRA/N EASEMENT _ /=1 14.50 ,` R=l 16.50 - \ A A / 1-114.50 7� o \ A37 //. N` ' / / /, B' 3 - 36' D/AWTER X 60 LANG / STOR4GE PIPES j = •• �. \ / / %�r OUTLET SRUC7LRE D BOTTAN=/12.50 T R=I 17.50 D it .►, ,' ; AL/E C.' / ` l=l 12.30 O --{ x.+ t} • 7i `�. ,� / i /, SEE SHEET /0 /\ 1=111.50 _ / r ,- �•1 ` \. SFO \ , S� \ - � O I \ � � � I `� • 'f-! + '"" 1 � � 36 Q3A j / � /' /� _....__ ___ \WALE LOT 222 \ap 4�0 o \ 6 ` , �34 1 \\ ( t L \\ OT ' 4 � • � ` Ian \ c. f I I I I r \ 12 \46 IA3'1 \ v� � rte'" /B 4�0 ,O � , / ; •.� '1 �� A+� ��, 1�� v •. 224 0 /26 ,- SPR ,• Lor 225 ! �+30 fJ HA2 " SWALE', �/� .� �f HA24 116 60 go HA 3A. I \ 1 I S / IN HA22 I. !; =- - e f swA , . I . , i Ir o/ ADEN SPA A4 A4f-- 63t �.A$ / 1x� _ �, j 2 q �/ HA 0 ! 1 \ \ ' I _/� _ 69 Ai 629 -r A A / 830 610 - '. _ A1;1 _ \�` �1 QD B8 B1 LOT 226 --A 14 A15 +/�, `'\ O \ I ' s !� 1 \ r� \ o SMH EXISTING SEWER MANHOLE O CITY OF SALEM �B11 � Al�, - 62 / 1' % A17�"�-fie � � � o � I N �'A�� ! ,� / ,; \ � `- o DMH EXISTING DRAIN MANHOLE 6'; A16�� p\• 00SPACE I � \ z G � HA19 ! / o /� l 832. Ropy • II a s, I ! EXISTING CATCH BASIN J ! 612 ^"'' r R4 B31 �SFD Zx �A2" 1 AsaEXISTING HYDRANT B13 B6 65 �, 62s 22 — a33 i .. A18 TR4�� y ��+� JHA16 H�1T HAtt3 �\ / ,1 oa EXISTING WATER GATE w e14 OTLOT 226 � �� 100 — EXISTING CONTOUR v I I WETLAND ��; % 100.00 EXISTING SPOT GRADE Q f ,Bt6 RESOURCE \, r 1 / - - ^� /` HA1 \ \ \ EX S G 3 �O +/ d AREA / O 1 -- �� A19 �/ A21 AJ A23 A14 �4 .."' o ST �17 B2F� I u4 'F�3s Ej 7 A2o ._ _ -- _ ti / \\ -0- N%. UTILITY POLE / \ \6.�8 � — -I� _.._ I i j �' 1 / c STREET LAMP HAt 4 / i o ` 62 ,� CURB • 1. 619 \ � B3�__ _- � U / 835A Q39 i % / // / x x FENCE ,( B20V III A v HAJ. ;= ~ /, ' / 1 0 RESOURCE AREA BOUNDARY FLAG 621 622 ` \ HA1?_ / o RESOURCE AREA BOUNDARY EROSION co ! ,�`� f. �ti2 RETAINING WALL ,S/L 7�E CE (TYP1 � 3 �E�T " Y \ / I r - - (UN CON�TRUCTED) % t HA11 .� \ / ICHAEL & MARY • SMH PROPOSED SEWER MANHOLE 1149 5 1 1341 BUL YGA `� / • DMH PROPOSED DRAIN MANHOLE ` � ( l / ! ■ PROPOSED CATCH BASIN LOT 230 \ \ �B42 //,I�AI !I' / - PROPOSED CONTOUR -- --- _ MAT - 7�� 100 E�43 SHEET 5 W /' % r � , - - PROPOSED SPOT GRADE LOT 23 w L T 2l A9 ' 'g' / 1 .Ox PROPOSED STREET LIGHT / \ I Q 0r F 644 HA8 'Q PROPOSED STREET TREE c I \! 1 S \ \ ' &645 V ��. 1 l ► ®, 64�( DEFINITIVE SUBDIVISION PLAN WITCH HILL w r,hc, 647 LOT 2 9 I I \, a i 648 B5.D. SALEM , MASSACHUSETTS ! ,�,F, , LOT �?l 7 \ 649 �' 651 3 I G59 GOOD CIRC ! �o � �' , TOPOGRAPHIC PLAN 1 ' LOT 232 \ ' Prepared For Prepared B . FOR REGISTRY USE ONLY Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. NOTE: R 67 Village Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 L o well St, Peabody, Mass, 01960 PROPOSED DWELLING LOCATIONS AND CONFIGURATIONS ARE (978) 531-8121 ILLUSTRATIVE AND FOR GRADING PURPOSES ONLY. SCALE 1" = 40' I APPROVED UNDER,,,THE SUBDIVI ION CONTROL. LAW I 1 f Ff HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOI NTE, 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 20 40 60 ao T F EDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND REGISTERS 0 DE � OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING --- -- -_ DATE MARCH 10, 2004 yy�' THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF —_G _ F 11862 G� SAID NOTICE. ---.-- — _-- -- __.--- RES SEPT. 13l2004 — _ DATE CITY CLERK NOV. 24, 2004 DEC. 30, 2004 SHEET 6 OF 12 DETA I L PLAN - GOOD CIRCLE PLAN — MARTIN LANE DURK I N ROAD ALTERATIONS 0 SCALES 1 " = 30 ' \ � W .c \1 LOT 235 1 CO >' I LOT 233 LOT 232 .� 0 co Z Cl) n I / 6"x6" TEE, 6" LOT 214 m Z I W W GATE VALVE a I HYDRANT — ?6 _ � � GRIND EXISTING PAVEMENT FOR M — 2�� N 610 06'00" W USE AS ROAD BASE, PLACE REMOVE 8 RESET / FCMH LOT 231 �2 0 . . • S / FCMH AND GRADE A MINIMUM OF FOUR AIEX I ST I NG SLOPEDCl1 r^ ci, 121.00 INCHES OF LOAM $ SEED. GRANITE CURB 2 v, I °D N67'/O W NEW I .L \\ ' DS — �ePO l WALK (TOPS) � / 3.267,1 Orp _ , 30RT�CHS S / A � I — - 16.08.3 00� E� SHE LOT 2II - FCMH 9 No. 7--- LC (0 230 �ti I L D • / — _ _ \ _ - LOT 229 (0 1 6 x6'.REDUCER" GA DMH T ' HYDRAN VALVE $ COORD I NATE LOT 212 / NEW WALKNo, e WITH OWNER z \ w \ LOT 213BLEND y \ BLEND TO Q \ EXISTING V) \ DRIVEWAY w CL p N N Lo DENOTES STONE BOUND TO BE SET BY OWNER ro co 0Jd z w \ , PROFILE M � ON 1 1 ± U W ± 30 W O I N = = PROPOSED \ N — EXISTING LEFT 1 z z CENTER i SIDE LINE PROFILE J < w zo v oz / � Q ma' SMH w VC L = 100' o Z ti w z U) p O N M _ 0 O c\i i 2 X N J CD N \ m w N II Z ,t O U � zo + a \ + _ PROPOSED � v j ? w w d 130 �I 00 � � _ CENTERLINE / + `` `` 1 0 G / --- 01)3 z \\ \ VC = = ti II 3p \ L = 100' � J ? N EXISTING I 0 � o U- CENTER LINE I EXISTING \\ Cr o o M RIGHT SIDE LINE I I I \ � EXISTING RIGHT SIDE LIN o Z 0 0 - i SDR 35 Pvc S WER s = 0.01 /� — EXISTING CENTERLINE ;, Q 120 - _ e \�- 1 EXISTING LEFT SIDE LINE 110 CORE DRILL 8 BOOT o 0 3"P W NEW CONNEC ION N o �C FpR�\ \ \\ SEWER \ 0 0 z \\ i? Lr? Q N \ \ O W N o )2 RC w CC W :. = o DRATN \ _ _ o In O \ S 1 0. S0p'" w m cO Ln Lq 0 0 0 S o ,n ca LQ p2S J U) N � — \ J N N N d' N In ii O is ' 110 BASE =100 N N N N N wz o � > � z \ J — �` Z _ — '� m = > U- " z U 2" PVC FORCE N Z � o � r- SEWER STATION 0+0 +50 1+0 +50 2+0 o + am i M M -In —11 « X21 RC V N o o > z DRAIN Ta M z , ;S1p. S DEFINITIVE SUBDIVISION PLAN C� N o "� SALEM , MASSACHUSETTS > > 0 0 o< o 00 0 N - o o �0 0 00 0 o 0 0 oN n 0 0 rn o u-) rn 00 0 M o r- N 0 00 0 00 o6 d 0 N o C6 r� N� - Q N PLAN AND PROFILE N r� r7 06 N N N N N N N N N N N N N N (6 g+ - - ►') 0 0 0 .- BASE =100 MARTIN LANE 8r GOOD CIRC L E STATION 9+0 +50 10+0 +50 11+0 +50 12+0 +50 13+0 +50 14+0 14+50 15+00 +50 16+00 +50 17+00 Prepared For Prepared By. FOR REGISTRY USE ONLY Bartlett do Steadman Development Corp. Eastern Land Survey Assoc., Inc. R 67 Village Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE 1" = 40' HORIZONTAL tr, APPROVED UNDER THE SUBDIVI ION CONTROL LAW 1" = 4' VER77CAL %- I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. Aj - 1 TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 0 20 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND OADATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING MARCH 10, 2004 Christopher R. Mello C/oyton A. Morin Q THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30969 F 11862 SAID NOTICE. REVISIONS SEPT. 13, 2004 DEC. 30. 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 7 OF 12 LOT 226 LOT 225 LOT 224 LOT 23/ -7+0 LOT_ LOT 223 LOT 227 — %— = LOT 226 x LOT 230 / LOT 232 '' 4/ Q R ;125.00 � � / OZ pL= 150.17 C) 16 �x0e � \ � F �0� PLAN ,j << �� 6• Fs ' 9x Q (� � p /\ � �� LOT 2/9 'ss o�� •°o /ox03 0 01 V �, 0392� LOT 226 \��` // LOT 222 0 LOT 228 P1� �• V / Fc LOT 233 LOT 220 , My " 6 /• �/ LOT 234O+o�P�� x/ (0 \ \ LOT 229 �y / // o �� LOT 221 LOT 226 W / O 00QJ 3.3719 R 126 55 91 r� Q�Q� —FS-I— L - / z LOT 235 R'338i FCMH - _ ?/00 4�0 j �R�°`� LOT 2/8 GGee �' P L '- � D � J w 2.31.67 w U O 0`' S 2 5 N2s. �e 30 FIR Q can \x\2p LOT l J E ALARM BOX �2 0 w 0 o � a LOT 2/6 LOT 2/ 7 w D � '///x•262 �� Z NDENOTES PROPOSED STONE BOUND TO BE SET BY OWNER o U U Vy LOT 2/4 O Z U WIN PROFILE 0+00 = 13+27.67 � N -J N / - \ Lr) N � EXISTING RIGHT SIDELINE a" EXISTING LEFT SIDELINE // \ m + II 130 EXISTING CENTER LINEN ~ w w 00i i — — w O 0 Cn // — / VC + / - z / o � oCf) / 11 \ wZ II w UU-) ()) � / � N VC L-100 � + o N 0 00 0)o ca ir- r- \ 200iv w + / r� UO \ - - J - — — �\ � PROPOSED N 2.00 /0 N 00 O _ CENTERLINE _ Ln r7 + Ir N 3 — w .- � 0 120 Qpo \ ti ___1 / \ � 00 \ \ + w VC L= 200' o 490% Q 2 Ii2" FORCE SEWER12 RC DRAIN z r- F- Ld CN � Z ^ CD 0 CD ^ 2" FORCE SEWER 12" �rj � 00 N (TYPCAL) RC DRAIN — _ _ - �� N N N N N c0 110 S = 0.01 +50 9+0 +50 10+0 +50 00 -- 12" RC DRAIN o n �' N � O — O N " 0LO 0 00 N r1 M — O (` N Oi m w = In O J Cn 0 0 I1� O J II 11 I I ti CO O Z ZNN N = — �r Irj CO U - - 0 ° Ir x 11 � � UO _ V m x N I n CV LO N I I S In = Z � 0 = 0 0 1[� M N � F— � c+ p0 M � D00r- � LC) CD O + CD = w O M aD = O f� c0 i 1p O loo + mow o � N " " � � DEFINITIVE SUBDIVISION PLAN N x J 0 M + u � — + u u u + u � SALEM , MASSACHUSETTS U N 1.0 O N F PLAN AND PROFILE > w w > > ; > ; NURSE WAY a- a- a_ o_ a. Prepared For Prepared By. `o- �N .N m °° . °° . 00FOR REGISTRY USE ONLY 14: 0N CD 0 o ^ILn � Lq o i o0 ` ' o `" � ' "' 00 Q "' ' Bartlett dSteadman Development Corp. Eastern Land Survey Assoc N CD C5 ., Inc.C° N O ff) d orfo o ,r; R 67 V1/loge Street Christopher R. Mello P.L.S.N N N N 00 NCIA BASE = 90 Marblehead, MA 01945 104 Lowell St Peabody, Mass. 01960 (978) 531-8121 STATION 0+0 +50 1+0 +50 2+0 +50 3+0 +50 4+0 +50 5+0 +50 6+0 +50 7+0 +50 8+0 SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL „ APPROVED UNAR THE SUBDIVI ION CONTROL LAW 1 HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. MOM TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 0 20 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURINGjjjjjjjjf�111`�II� 11111111f MARCH 10, 2004 Christopher R. Mello Clayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30969 F 11862 SAID NOTICE. REVISIONS SEPT. 13, 2004 DEC. 30, 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 8 OF 12 OUTLET STRUCTURE WETLAND RESOURCE AREA 1Cl O scale SEE DETAIL ON SHEET 10 LOT 226 OPEN SPACE 1 EROSION CONTROL \ TOW_106.50 OUTLET STRUCTURE A' j `LOTS 20-22 w 22 DIAM. CAST IRON FRAME AND GRATE PLAN SILTFE CES b--- -� RIPRAP LEVE 1 -�~-� -- SPDE,RS NEENAH R-2564 OR EQUIVALENT FLAT TOP COVER Full Mortar Bed o �� d_ _ TOW=104.50 DELL �;TREET — — — — — /0 a = -� I STORAGE AREA "B' BARREL BLOCK WALLS OUTLET _� I los RU , ---- /00 4'—Ow INSIDE DIAM. STORAGE AREA 'A' WELDED TRASH RACK FINAL LOCATION OF PROPOSED OUTLET eee IO2 3"x3" MESH STRUCTURE IS TO BE COORDINATED ON --DMH / l MH SITE WITH THE OWNER OF PROPERTY 001�0r 3VFF�R -to 104 / ° ° �' l2 / V(O TECH DMH °o 17 �- 12 OUTLET AT 5 FREEMAN ROAD. CBSN _ J 000 12" INLET ORIFICE w /06 =109. 75 OUTLET STR TORE 0 0-9.50 R^ 05. 75 \ 19 1=108.00l I I C� c 04 I lOB 11-1 � EXISTING' \ \ \ / O �� P�"P d \ V 106 GRADE Fz-acr 000000 a�a�ocoa Poooa o°ali 00 0 0�� v �o /08 \ _ _-- a / D\ LOT 2/8 LOT 2/7 PRECAST CONCRETE BASE LOT 2/6 MnIRRIS � 6" CRUSHED STONE FOUNDATION l VO TECHS — — NURSE LANE LOT 214 Z 000 — SEE SH ET 8 s - 36" DIA. X so' LONG �� (d w \ _ STORAGE PIPES f SEE SHEET 10 Q z = � Q� �-aQT � 0IJ PROFILE MARTIN WAY TO ° �1 8' D I AMETER X 6" DEPTH W OF TO "'2" STONE SIN ( - MI . ) N STORMWATER STORAGE AREA TO CATCHBASIN (4' MINI � 120.00 LOT 227 LOT 228 4' DIAMETER CBSN Q, Q U_ to FRAME 8 GRA TE a O o ti NEENAH R-2565 cr- a � W J cl O O � 2 v W 120.00 PLAN VI EW AT 110.00 CATCH BASINIS 100 $ 101 N O Scale °p PROPOSED SURFACE Z W o O �- oa > U Q w Z c� W t Z) STORAGE AREA B' I 15"HQPE PROPOSED SURFACE I I S _ 0.005 110.00 100.00 � W BOTTOM 99.50 EXISTING SU FACE o Q O J Z / Z � OQC ! h Q \ 16" CLASS III RCP S = 0.004 Q U J / EXISTING SURFACE m41 I 0 0 0 STORAGE AREA A' C> `--- ------ -- -- BASE = a 100.00 �, Cr o IBOTTOM=/01.50 90.00 o STATION LIJ ° f - � LU \ (0 DEFINITIVE DEFINITIVE SUBDIVISION PLAN � � � � to WWITCH HILL SALEM , MASSACHUSETTS BASE = 90.00 PLAN AND PROFILE STORMWATER SYSTEM STATION 0+0 1+0 2+0 3+0 4+0 5+0 6+0 Prepared For Prepared By FOR REGISTRY USE ONLY Bartlett $ Steadman Development Corp. Eastern Land Survey Assoc., Inc. R 67 Village Street Christopher R. Mello P.L.S. PROFILE NURSE WAY TO STORMWATER STORAGE AREA Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL APPROVED UNDER THE SUBDIVISION CONTROL LAW ,� I�� a• I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. � � — ( , 'if TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE, NOTICE OF APPROVAL OF THIS PLAN BY ` 0 20 40 80 120 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND � DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING ! MARCH 10, 2004 Christopher R. Mello Clayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30969 F 11862 SAID NOTICE. REVISIONS SEPT. 13, 2004 DEC. 30, 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 9 OF 12 ��I� FINAL SHOP DRAWINGS OF THE VORTECHS WATER QUALITY UNITS SHALL BE SUBMITTED TO THE SALEM DIRECTOR OF TYPICAL CROSS SECTION DETAIL PUBLIC WORKS PRIOR TO CONSTRUCTION STORMWATER STORAGE AREA OUTLET STRUCTURE no scale no scale PARTIAL SECTION 24" x 24" CAST IRON FRAME AND COVER OUTLET SIZE SCHEDULE the Arted4f Fin. Grade Riser & Manhole Frame & Cover Full Mortar Bed CITY OF SALEM STANDARD Stormwater Treatment System PRECAST CONCRETE STRUCTURE OUTLET Perforated Covers " 1 2 3 = D Plus 6'Typical --- -I 6" Inlet (Typ) 24 ee Inlet Manifold A 12 6 12 i �,,,�„�,,. 1Q'11'-s- '-s From DMH B 12' $" $" C28" " 4'-00 INSIDE DIAM. C 12" 6" o f ams syp 9' 1 OUTLETS D 12 6 - i � INV, j T ical i zoffs. 3 � f Outflow (Typ) utflow (Typ) ___.. 2 HYDROBRAKE SCHEDULE Plan View Elewitof, VPW INLET INSTALL HYDOBRAKE IN OUTLET I I To begin the design of your w -Alm "� NOTES STRUCTURE HYDROBRAKE Vortechs System, refer to the 1. 24" DIAM. ACCESS MANHOLES SHALL BE BROUGHT o 0 0o ecIn ce �o�P�a mea oo A 12" X 5" FLUIDIC CONE sizing chart below and com- TO FINISH GRADE NEAR THE OUTLET END OF EACH o �2 o2%o�o�c aa�o°oc �' o PRECAST STORAGE PIPE. 'nlCalCONCRETE BASE B 12" X 5" FLUIDIC CONE plete a Specifier's Worksheet to n. 1.6 C 9" X 4" FLUIDIC CONE 4/13 2.8 1.25 *' ' " " provide details about your site 2. STORAGE PIPES SHALL BE SET ON A STABILIZED 6" CRUSHED STONE FOUNDATION D 9 X 4 FLUIDIC CONE 5/20 4.5 1.75 6.0 2.5 5C3[ AND LEVEL CRUSHED STONE FOUNDATION. and design flows. Then simply fax or mail the worksheet t , 6/28 c 70Q PLAN 7/38 8.5 3.25 Vortechnics with your site plan, 8/50 11.0 4.0 1, TABLE OF ELEVATIONS 2ClCJ and we'll produce detailed ;5/64 14.0 4.75 A, TO OUTLET STRUCTURE Vortechs System scale draw- STRUCTURE RIM ELEV. INV. OUTLET "A" INV. OUTLET "B" INV. OUTLET "C" ings free of charge. Outlet Manifold A 106.50 101.00 102.50 103.50 '_ ' ' s ntaialel>iaby«rrg .itii2C771978, A .. Enon..rill"Neo.. 8" Outflow (Typ) 6" Outflow (Typ) A)�:** vaa*sr.nv"w ,te ..z,et ;ai «nww ,e« sgmmfa ofVt B 104.50 99.25 101.75 102.25 e„�e w"for each 10l fm of peek design sta.n flew raw Is.g., 10"w storm]. Fw rtwne dMk ebnt9 W%edv*x==V critsrie refer to Vor awhn ce Tedv=al&dtatin 3. C 109.50 105.75 105.75 - B,Sedan"ane all, pa w,n,ee .00reraaeane a 3 fart sump and a 1 foot opetwip uder me ata. be e,The dzirV i ft tneliar abae repreaertteWe timet VWmcha 9yomm.c r"nic m de�6 mW� dep-&V at tna W-ft appraoon.Am ab-a-to the warV d-specifications vA appear an Vartechncs danenswrW and shop dramas.Blease ca\brtechn"for the weight of specific Vortechs systerm d needed. MANHOLE D 117.50 112.30 114.30 - 48 Diam. (Typ) HDPE Vortechs System Inlet/Outlet Configurations 3O , Vortechs Systems can be configured to accommo- j _ \ date various inlet and outlet pipe orientations. a The inlet pipe can enter the end or side of the End Inlet Side Inlet W RIPRAP ENERGY / � ro p I S I PATOR tank at right angles - outlet pipes can exit the end Polish (50# MIN. RI PRAP) or the side of system at most angles. A side inlet TABLE OF STORAGE SYSTEM DATA Pip optimizes grit chamber swirling action and is the LO preferred inlet configuration. l G G 1 t w w (` r- rC / t Offline Pretreatment To � � r r STORAGE AREA N0. OF PIPES LENGTH OF PIPES MANIFOLD SZE DETAIL OF PROPOSED R I PRAP / \6 �2 AT DETENTION OUTLET STRUCTURES 14' 100 LF EA. 18" Uj A 12 I 8 8 60 LF EA. 15" NO SCALE / LS w OUTLET a STRUCTURE � B O FINAL SHOP DRAWINGS OF THE PIPED STORAGE STSTEMS SHALL BE SUBMITTED TO THE SALEM DIRECTOR OF PUBLIC WORKS PRIOR TO CONSTRUCTION. STATION 1 + 15 STATION 6+75 DEFINITIVE SUBDIVISION PLAN 4' HIGH CHAIN LINK FENCE WITCH HILL PRECAST MODULAR SALEM , MASSACHUSETTS BLOCK WALL PROPOSED MODULAR CONCRETE BLOCK STORMWATER DETAILS WALLS SHALL BE DESIGNED BY A --?� _ _ Prepared For Prepared By. FOR REGISTRY USE ONLY MASSACHUSETTS REGISTERED PROF. _ _ 12- RC CULVERT Rc C� Bartlett do Steadman Development Corp. Eastern Land Survey Assoc., Inc. ENGINEER AND PERMITTED IN ACCORDANCE »tel ' - - - - - - - - - - - - _ _ __ _ 12" STONE I 1 � ��T �� R 67 Vflloge Street Christopher R. Mello P.L.S. WITH THE REQUIREMENTS OF THE SALEM, '-° i i, � RIPRAP Marlblehead, MA 01945 104 Lo�978)ll ,53Peabody, -g 21 Mass, 01960 MA. BUILDING INSPECTOR CROSS SECTIONS - NURSE WAY I / 8" = I ' -On i ; SCALE AS NOTED APPROVED UNDER THE SUB ISION CON 0 LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, 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 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND19 0400mrs, DATE OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING MARCH 10, 2004 Christopher R. Mello Clayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 SAID NOTICE. REVISIONS F 1186 2 SEP T. 13, 2004 DEC. 30, 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 10 OF 12 DETAIL E ONE GRANDER PUMP No Scale GRADE AJIST SLOPE AWAY FROM STATION GRADE ORADE •i O - ! O f r • r 27 COVER •' ► A OVER DISCH 38• . . A INVERT % ' •�_' DEPTH .. . .' j t 1 73.0' 41.8 THRUST BLOCK (PER ENGINEER) PLAN VIEW V . 36•0 ' 3 4 1 LILL= DISCHARGE: 1-1/4 FEMALE PIPE INLET EPDM GROMMET FOR THREAD 0 29.5 4' DWV PIPE (STANDARD) TE oA Myr VALVE VALVE uunoN MAYBE NEEDED PER ENGINEER) **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS MA EYBE NECESSARY '»" 's' '' r»•f»:! »•,:•»:.• '�'»:: FOR STRUCTURAL SUPPORT RAVEL REDOING NOTE- A CONCRETE ANCHOR OF 2000 Ibs (13.2 cu ft) IS REQUIRED ON ALL MODEL 2010 74' STATIONS. FILL TO GRADE WITH CLE COMPACTABLE BACKFILL, SUCH AS S MAIN WYE 45' EL VALVE OR � ELBOW WYE A/V1�� LPSS MAI PEA GRAVE OR CRU9HED STONE 1/8' - 3/4' IN SIZE. (� _ - 8' FULLY VALVED (0 ," - • an CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL SIZED, PER LPSS MAIN PRE-CAST GRAVITY SEWER • —PEA GRAVEL MW D •�.f_ 7r.f:_� TRENCH SECTION BY ENGINEER •• .. CRUlHED STONE n0 scale 7' UNDISTURIBED TYPICAL FLUSHING CONNECTION ON LPSS MAIN EARTH CONMTE UNPAVED � . ANCHOR PAVED GRAVEL BEDDING I 4" LOAM & SEED LIMIT OF TRENCH FORCE SEWER COMPACTED EXCAVATION — TYPICAL LATERAL ASSEMBLY AND SHORING AS BACKFILL VIDE SHEETING TRENCH SECTION 6 I 1 REQUIRED BY No Scale n0 scale (ROCK) (EARTH LOCAL CONDITIONS. LID ASSEMBLY WITH PENTAGON HEAD PLUG TYPICAL LATERAL INSTALLATION UNPA`✓ED ' p pp p Op pp MATERIAL POLYPROPYLENE No Scale CONTROL PANEL PAVED p p p p EWER p p OD + 6" D p ppp 4" LOAM & SEED p�p p ppp pp EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE p p D p pp D 9" (6" IN LEDGE) MATERIAL: POLYPROPYLENE p p p p - :� LIMIT OF TRENCH 1" CRUSHED E-ONE 2010-74 STATION COMPACTED EXCAVATION — STONE LATERAL ASSEMBLY " PROVIDE SHEETING ''• - BACKFILL -- --. AND SHORING AS REDUCER �-_ _� 6" 1' REQUIRED BY OD + 18" OR 3' MIN. COUPLING 1-1/4' ►' BASEMENT scHEDULE 40 LOCAL CONDITIONS. PVC PIPE -- ., (ROCK) (EARTH TO MAIN TO PUMP LPA MAIN ►. f\\ MALE - SOCKET ADAPTER —" OD + 6 CHECK VALVE MATERIAL' PVC SCHEDULE 80 MALE - SOCKET ADAPTER MATERIAL GLASS FILLED PVC 1-1/4 MPT DEFINITIVE SUBDIVISION PLAN MATERIAL PVC SCHEDULE 80 CORPORATION STOP ---- --- 1-1/4 MPT VALVE CURB STOP WITH FEMALE PIPE THREADS " �g BLOCK ►• j - PEA gdtVEL SADDLE TAP 16 ARE E X t WITCH HILL AND RATCHETING VALVE HANDLE DR a DEEP •- .• '" - •; MATERIAL GLASS FILLED NYLON CRUSHED STONE PEA CRAVEL� i•:�,: .'�: - •� • • '+OR F R W R 9" (6" IN LEDGE) 0 CE SE E CRUSHED STONE '•. .• ASSEMBLY TO BE USED WITH ISS ' ; ' 1-1/4' PVC SCHEDULE 40 PIPE ONLY " _ - - _ - y: SAND BACKFILL SALEM , MASSACHUSETTS PRESSURE RATING: 150 psi ( : r: : ► : r : . :► SEWER DETAILS r• OD + 18" OR 3' MIN. . . • ., • . .• ., .,. „ ._ .. ., Prepared For Prepared By. » ''' '`" ' Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. . . . . ... ... .. ... ... . FOR REGISTRY USE ONLY �•. ` ��.: •�.: »:' R 67 VI'Iloge Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Moss, 01960 (9 78) 531-8121 SCALE AS NOTED _ APPROVED UNDER THE SUBD ISION CONTROL LAW HEREBY CERTIFY THAT THIS PLAN CONFORMS I CHERYL LAPOINTE 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 ate+ IN CHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND � ANEWV OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING ' DATE MARCH 10, 2004 Christopher R. Mello Clayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30969 z., SAID NOTICE. REVISIONS F 11862 SEPT. l3, 2004 DEC. 30. 2004 DATE CITY CLERK NOV. 24, 2004 SHEET 11 OF 12 DETAIL — CONSTRUCTION ENTRANCE no scale DETAIL TYPICAL CROSS SECTION PLAN TYPICAL TRENCH SECTION DETAIL PROPOSED ROAD WAYS 40no scale MANHOLE no scale no scale 24" DIAM. MANHOLE FRAME AND COVER } SALEM, MA. STANDARD. STAMPED DRAIN 40" LAYOUT a OR SEWER IN 3 CAST—IN LETTERS U • Full Mortar Bed 5' 3' 24' 3' S' 1-1/2" To 3" m MIN SIDEWALK GRASS PLOT GRASS PLOT SIDEWALK Stone °- 2 to 5 Courses Leveling Bride f7 11 1" CRUSAHEDNOD/2 Pitch 3/8" p ft 4" BIT. CONIC. PAVEMENT, TYPE 1-1 PRECAST CONCRETE CONESTONE9" MIN. Btt. Cone. Wol LAID IN TWO COURSES: 2 1/2 BINDER, " AND 1 1/2" FINISH 8PRECAST CONCRETE WALL SECTION two courses Pitch 3/8 " per foot pitch 1/2 p ft. SECTION 1-1/2" To 3" ( All Joints and Penetrations Subgrade Stone to be made fully Watertight) 1 Grdve1 6" LOAM 4' — 0" FORGED ALUMINUM ALLOY 'I..'otnid�otion 0" & SEED r.:. SAFETY TYPE MANHOLE CATCH BASIN FILTER DETAIL STEP AT 12" O.C. 12" Gravel Base — No Stone Over 3" Dimension no scale TELEPHONE. ELECTRIC FIRE ALARM 000 INLET AND CABLE (2' MIN. COVER) Approved Subgrade DETAIL 5" MIN � � STORM DRAIN EROSION CONTROL SILT FENCE SLOPED 10' MINIMUM o OUTLET GRANITE CURB HAYBALE 2"x2"x4'-6" WOODEN POSTS 4"x 12" 3' Min. Cover AT 8' O.C. (MAX) 0 0 8" diam. Gravity Sewer 8 diam Water �a �a MIRAFI No. 100 SEDIMENT 5 MIN O 5' Min. Cover a CONTROL FABRIC o or SCH 40 Pressure Sewer Sa a o '� PRECAST CONCRETE BASE HAY BALES 6" Crushed Stone O DETAIL a a FLOW DIRECTION BRICK INVERT 8" CONC. BLOCK .. Foundation FIRE HYDRANT TEMPSTEEL APATE 4 (�) EXISTING GROUND TYPICAL LOT n� SCdIe UTILITY SERVICE CONNECTIONS C-S 54W Not to Scale DARLING B 62 B HAYBALE DIKE TEMPORARY L —_ IIII = IIII Pumper Connection to Face Roadway STEEL PATE 3/4" STONE IIII IIII PROPOSED UNDISTURBED SUBGRADE 00 - 7— 7 - ¢ DWELLING V-6" MIN. GENERAL CONSTRUCTION NOTES CATCH BASIN 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 0 w AND DETERMINING THE LOCATION, SIZE AND ELEVATION o OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON 0 GPUMPR THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE I Standard C.I. Road Box and Cover ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CURB STOP CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SIDEWALK s All w BEFORE PROCEEDING WITH THE WORK. o U 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT 1 1/4" FORCE SEWER 1" WATER SERVICE 8" x 6" DETAIL PATCHED. - SERVICE C.L.D.I. TEE SLOPED GRANITE CURB - FS Z s" Gate valve CONCRETE N.T.S. 3) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED ROADWAY / "r�, RUST BLOCK 8 INCH DIAMETER DUCTILE IRON PIPE. —— W FINISH GRADE 4) ALL GRAVIITY SEWER MAINS SHALL BE 8" DIAMETER 4FINAL PROPOSED SERVICE LOCATIONS FOR EACH LOT SHALL BE SHOWN 0 a SDR 35 PVC PIPE. ON THE BUILDING PERMIT PLAN FOR THE PARTICULAR LOT. oAo zlp „ 45' � 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH AMIN— ON ANY LOT WHERE SUITABLE SOIL CONDITIONS EXIST, A � o FINISH COURSE 6 ROOF RECHARGE SYSTEM SHALL BE DESIGNED BY A o 0 IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER IN TIE RODS J BITUMINOUS \ 4"x 12" SPLIT— VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED ACCORDANCE WITH DEP STORMwATER MANAGEMENT POLICY 'v a 0 o FACED GRANITE WHERE WATER AND SEWER FACILIIT1ES CROSS. TECHNICAL GUI DANCE. PAVING 12" Square By 4" Thick Stone or Concrete Base 0°00001 BINDER COURSED 0 �0 0200 COMPACTED GRAVEL 6) ALL STORM DRAINS SHALL BE CLASS III RCP Q 00 000 BACKING PLACED PRIOR CONCRETE THRUST BLOCK �° o ° o �oo�a' 6" °�� TO SETTING OF GRANITE EXCEPT AS OTHERWISE NOTED HEREON. b p p v� o Q � 7 MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES 3000 PSI �4" ) SHALL BE .005 FEET PER FOOT. TYPICAL CROSS SECTION SUBDIVISION CEMENT CONCRETE " STONE DUST PATH DEFINITIVE PLAN 12 8) ELECTRIC, GAS, TELEPHONE AND CABLE SERVICE SHALL BE INSTALLED No Scale WITCH HILL UNDERGROUND IN ACCORDANCE WITH THE UTILITY AGENCY HAVING JURISDICTION. 9) STREET TREES OF 3 1/2* CALIPER SHALL BE PLANTED ALONG THE SALEM , MASSACHUSETTS .� --- -- -- -- 5---- ROADWAYS AT APPROX. 30 FOOT INTERVALS - DETAILS 10) FIRE ALARM BOX INSTALLATION AND LOCATION(S) SHALL BE IN = STONE DUST Prepared For Prepared By. FOR REGISTRY USE ONLY ACCORDANCE WITH THE REQUIREMENTS OF THE SALEM, MASS. r _ Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. FIRE DEPARTMENT � ,' < < �� , . ' ` MR 67 0l/age Street Chrlstopher R. Mello P.L.S. BANK 4 RON`OR_`1'ROCE�SED GfdA'�/EL` o Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 11) TRANSITIONS FROM THE PROPOSED ROADWAYS INTO DRIVEWAYS F .. � R ` 4 � V o � � 6 G ` � / �d � � � rs SHALL BE MADE USING RADIUS GRANITE CURBS. — (978) 531-8121 SCALE AS NOTED APPROVED UNDER THE SUBDIVISION CO TROL LAW I HEREBY CERTIFY THAT THIS PLAN CONFORMS I, CHERYL LAPOINTE, 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 o 1 INCHES 2 3 REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED ANDI •'1 0 DA TF A W SA OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING MARCH 10, 2004 Christopher R. Mello Gayton A. Morin THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF PLS 31317 PE 30969 SAID NOTICE. REVISIONS F 11862 !� SEPT. 13, 2004 DEC. 30, 2004 SHEET 12 OF 12 DAT CITY CLERK NOV. 24, 2004 LCC 856 - 13 :?o rSB FD PK SET ,N 6119 /150 0, / P � C'1 PK FD of Po S 0 V" \ NATAL C. MACK ls• � m 0'1 \ e \ � e \ cp'\ �e 2 LOT 222 � e 1 � 3 T' PK SET LOT 22J 1'F \ l� PK SET K00& )I, LOT 224 s, PRO F SP 0� 211 410419LOT 221 .� .159) Lor 225 Lor 220 -1\ �Cj� 1p LOT 219 / LAJ ao 3 aO^ LOT 226 \ N g �i X215 o )0 N o r W CITY OF SALEM N HATCHING N INDICATES UNDISTURBED PORTIONS OF STONE WALL. r ti Z LOT 227 REMAINDER OF STONE WALLS SHOWN ON 856—J ^E o o INDICA ES —� o'`° i \ FILE PLAN ARE EITHER MISSING OR DISTURBED. c N PLAN LOCUS X22 `o � 155�5 N � • � L6 � ,kgs � �r DH SET ^ MICNA£L t MARY PK SETT „ LOT 230 LOT 228 LOT 218 III ,2� W ATCH LINE SHEET 3 III LU PK SET _ 263.87' — D 55 '26 LOT 231 U ATCH LINE SHEET 2 „., CN �p E S67'19, ,r 41 W Lor 226 ao I LOT 229 OPEN SPACE 1y4 g �\�2 6 B7• ,� rn II GOOD Cor 217 2, � t �,��'� FO cnwl= /26\ $ SB LOT 2J2 s LLJ 00 Ir- I I F4 410 Ln N / ro I Z r SI DH SET o LNIaHOCAs & ETt►Ec 04 N N -i LOT 233 LOT 216 ALANTZAS cn ■ 0.39 ZOO. �� 1 IP FD I se FD ��' `��' PERIMETER LOT 215 10, OF z LOT 234 �- 105 CROWOIS STREET LOT 105 x/856—J FILE PLAN �0 3 _ L SALEM REALTY TRUST 1 LOT 3 ( LCPLAN 856./) I CON W MARION MORRISO N � 7 3 _ _ _ LOT 104 LCC 856-O o-t < W O L0T 235 MARY P. SANTERE ON c0 cD ~ O Q LOT 214 Z 00 1 0 4 ,r PARK' I Lo SB C14 DONALD t MARY LORD LOT 109 HELD U7 MARM LAM LOTS 20-22 � 1 5 .-Sb ANTHONY SANDRA sem. yQ� LOT 211 LOT 212 LOT 213 PASCARELLA 4 Z i e DEFINITIVE SUBDIVISION PLAN 7'48-30-W 567'10'30"W 46 2.64 NEW ENGLAND POWER COMPANY TRA'�ERSE„ SEE PLAN 856—K WITCH HILL 557.96' S67'49'20"W S67'1 0'30"W 486.25' N66'06 53 E N67'10'30"E _ N �'' I 49.57 j H�SET ' - - _06 00"E DH SET _ - - _ � -- - _-�_— _ _ � WC' _ 112772' 39457 8268a, I PKI SET SALEM , MASSACHUSETTS 309.12 I tiOjN LC DISC FD S67'49'20"WS66'42'10"E IN 528.95' DH FD S22'49 30„E / LAND COURT SURVEY 5 i93, 2” PIPE ON 40.00 S16-15-40E Prepared For. Prepared B), LINE FORM C — DEFINITIVE SUBDIVISION, CLUSTER RESIDENTIAL DEVELOPMENT SPECIAL PERMIT, AND WETLANDS DISTRICT SPECIAL PERMIT Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. R67 Village St. Christopher R. Mello P.L.S. NOTES SEE SHEETS 2 & 3 FOR LOT DATA APRIL 11, 2005 Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 WAIVERS OF THE SALEM SUBDIVISION REGULATIONS; (978) 531-8121 ALL SURVEY DIMENSIONS WERE 1. WIDTH OF STREETS REQUIRED BY SECTION IV(A)(2)(a) MEASURED WITH EDM EQUIPMENT. 2. LENGTH OF DEAD END STREET REQUIRED BY SECTION IV (A)(4)(a) SCALE. 1 = 100 TRAVERSE ERROR OF CLOSURE: y APPROVED UNDER THE SUB oSl* N CONTROL LAW :? R!$TOPNER Gr,� N 71-55-50 E 0.08 MELLO PRECISION: 1 IN 76,000 I CERTIFY THAT THIS ACTUAL SURVEY WAS I CHERYL LAPUINTE CLERK OF THE CITY OF SALEM MASS. J� � Mo.31317 0 50 100 200 300 �s,�TFa�o� MADE ON THE GROUND IN ACCORDANCE WITH HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 4h3 suR��' BEING A SUBDIVISION OF LOTS 1, - 2, 4 - 19 do 23 - 37 THE LAND COURT INSTRUCTIONS OF 1989, THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND _ DATE 0 2004. N APPEAL WAS RECEIVED DURINGMARCH 10, 2004 BETWEEN JANUARY 26, 2001 A D DEC. 3 RECORDED AT THIS OFFICE AND OChristophei�R. Mello A:"3 ON LAND COURT PLAN 856—J, • PLS JIJ17 F 1186 2 FILED WITH CERTIFICATE 6103. - -� THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF _ __ SAID NOTICE. REVISIONS SEPT. 13, 2004 DEC. 30, 2004 SHEET 1 OF 3 DATE _ CITY CLERK NOV. 24, 2004 LCC 85613 BUL YGA DIMENSIONAL ZONING CHARACTERISTICS AS ALLOWED BY CLUSTER SPECIAL PERMIT M o I LOT 230 LOT 228 LOT 218 a2 Cn — _ _ _ MATCH_ LINE _ SHEET 3 �, MIN. LOT FRONTAGE 25 FEET M -i '� MIN. LOT WIDTH 30 FEET 65.06' v z �o' �o' _ MATCH LINE SHEET 2 ,¢� MIN. LOT AREA 6800 SQ. FT. o LOT 231 -� I DD?6s ass•• • 1�� N71.1o'1s'E N7o•12'0 " G,�' MIN. FRONT YARD 15 FEET Q) ,� �5 7 E MIN. SIDE YARD 10 FEET (J Z R=50.00 ti °1 86.34 Z LOT 226 MIN. REAR YARD 30 FEET •�^ L=247 22 tih LOT 229 88.99 �, � SPA CE wl " +o �, (OPEN ) oC x N73 3221"E '' < �0 8,6721- S.F. (-4 o 4.3737± A CRES c,P J5 Q 8 "� c� " LOT 217 80' GOOD CIRCLE �� ^�` o o � A=66-25'79" Q 12,0171- S.F. o .� 0 .1 R=25.00 �� // "� - `9 L=28.98 CZ N Z 0.LOT 232 0=9275"30" .) R25.00- GLtipL-40.267 4 N N 9, 155 S.F. cOVN 44' o � o G, • o �6� �' 10,�� I (n o 0) ,, �cl�� 6� SPL zE o 4 08. �,o o °� ,��.tx°� s89�8, NO(p0 g.9+ I rTl ZJ V J W <P 8 P C N � f� �s>2� Q� � , �33 F zi D y 1919Q I 9)ti 0 � 2S01 2 ^ �° Lv0_r., `1 1C1-10z'4 S �S 609 r cb� o� , LOT 216 �E 00, LOT 233 0�� A6 ZAs 7/7 8,580± S.F. 17,389± S.F. ` rn � �82g2eb LOT 215 mss F O N- oN 11,573± S.F. 743. — — — %ZE v r� PROPOSED DRAINAGE LOT 234 ;�- ��' ' 25' EASEMENT 9, 179± S.F. � o, � �/ %0��0 140.00' , " 91.67' � N67'10 40 E 170. SJ0J�- G'/QOU,,,.,� � PROPOSED a a LOT 3 ( LC PLAN 856J) �44Eti1 R6,.44S STiQEEr h -� DRAINAGE MARION MORRIS 20 89.95' S65'34'00"W 44.88 9) r1 S64 57'29"W PROPOSED o S67'10'40"W 20' EASEMENT N N DRAINAGE o N N — Qn ry 4 EASEMENT 30 230.79' N N Lor 235 0 — � M w 7,,989± S.F. LOT 214 ARY P SAN o 20,544-+ S.F. -- -79oo V R RE N `PARK' 23" S67.11'24"W t o rv, R=25.00 (b "_� 138.93' N) 0=91'36'30"IL=38.57 L=23.18 N d. � � 0 PROPOSED =25.00 5307'48" –880=2009'56" °' 2330" DRAINAGE 40'1 ,52.5532.23' 17689EASEMENT vQ . ��Z �,g5.24 S67.10'30"W R N67'l0'30"E o 176.89' 60' J DOS �(0 MARTIN LANE o 0) z Ado L 0 TS 20-22 oRo s67.10'30"W 299. 15' R=2s P o (LC PLAN 856J) o 87. 15' 132.oo' 80.00' a,S ?3 °° � � 19p 842± S.F. O 30>> N o ti �,,< oo ON 2 ��^ry° T 211 o LOT 212 0 63 s p „ sgNOR �'r� LOT 10 560E S.F. o LOT T 213 Q' 23 FUR THERrSUBOI DED TO BEA,Sc,4R�L� A �� o 10, 471.E S.F. N N )0,581± S.F. A a z o ■ DENOTES STONE BOUND TO BE SET BY OWNER. 84.64' 47.76' 132.00' 147.28' 125.76' S67.48'3o"W S67'10'30"W 492.82 NEW ENGLAND POWER COMPANY DEFINITIVE SUBDIVISION PLAN WITCH HILL SALEM , MASSACHUSETTS LAND COURT SUBDIVISION Prepared For: Prepared By. Bartlett & Steadman Development Corp. Eastern Land Survey Assoc., Inc. R67 Village St. Christopher R. Mello P.L.S. NOTES Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 ALL SURVEY DIMENSIONS WERE SEE SHEET 1 FOR TRAVERSE AND MONUMENTS FOUND 978) 531-8121 MEASURED WITH EDM EQUIPMENT. SCALE: 1 40' TRAVERSE ERROR OF CLOSURE: " N 71-55-50 E 0.08 APPROVED UNDER THE SUBDIVI IG_N CONTRO LAW r ift PRECISION: 1 IN 76,000 I CERTIFY THAT THIS ACTUAL SURVEY WAS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. MADE ON THE GROUND IN ACCORDANCE WITH HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY -- �• r WW^ 0 20 40 so 120 �NoJ13 7 BEING A SUBDIVISION OF LOTS 1, tic�RT 2, 4 — 19 do 23 — 37 THE LAND COURT INSTRUCTIONS OF 1989, THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND _ DA 7F 5U ON LAND COURT PLAN 856—J, BETWEEN JANUARY 26, 2001 AND DEC. 30, 2004. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING MARCH 10, 2004 Christopher R. Mel .Y 3 FILED WITH CERTIFICATE 6103. THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF — —__ PLS 31377 SAID NOTICE. REVISIONS F11862 SEPT. 13, 2004 DEC. 30, 2004 DATE CITY CLERK ( NOV. 24, 2004 SHEET 2 OF 3 \ OWN P � o Rov R �OF �, � LCC 856 - 13 \ � o �� E• PE R�5 -y P Pv PSE G� o v tJ U) —► z � 7 Q C r y . " J: >- '00 E M �U' ��2.�6 �o' NA TALIE C. MACK C) W ' o M • 5 U Q = v� 90.00 LAJ L 0 T 222 �; Q -7'1 4" o _ 8,315± S.F. 3-7 50.00 L,225-55 S' Z „ NN 10• Q . 1 ,30„E .5 .30 E s �, N42.5 30 5 N42 �3 39 °, 042 LOT 223 ►� '� BSR�os, 2 365'0 10,313.± S.F. a o a��°o � ^�°`• h• °` X6'8 ��/ �� o' tiBsg°R- S� t” 30'0 0_ �' // �O y G� 1 LOT .224 ` a1' ' 17 35.0 5010 10 773:± S.F. 9152 0, s-9 °"E , °, S3,30'' 165'° o, LOT 221 PR N�1 5 5411 90.00 °'° S42 A� 90'0 \ O �O R�C� o o 0 8, 116.1 S.F. 52.53 L 0 T 225 `'��S��4 �-°`a 1s�2 5� 500 0 �- F o �; � Q.o. L 0 T 220 � \ 0° 0,638E S.F. 8� ' Un 8, 100± S.F. r 00, ?s�.� LOT 219 pRP�N, ° 1i 52 3°„� (RgD�q�J S8 . 9 S¢'” W 8, 172± S,F., OQ°sEp 9° °0 E 255.00° ?26' PR .5 '30 '9 00 LOT 226 I z o (OPEN SPACE 1syr. �5 00 30 n I II 04 O II o coo ^i N665N 0'00"E Q J N 90.03' �� Q � °�p 9s S CITY OF SALEM �e N L 0 T 226N3 00 00 L 0 T 22. 7 � � � (OPEN SPACE �1 Z (� ^? p N N C 7,200.± S.F. Q) o 4.3737E ACRES 6.61' Q 85.80' 90.00' 127.80' 521 g' S66 50'00"W 175.80 S66*50'00"VV 156 5� (UNCONS TRUC TED) STREET 0 "V� N66 50'00"E 169. 19 ,N66 50'00"E sa.2'�8 30 43 719' Z 80.00, 82.oe' 88.00, MICHAEL & MAR Y 171• N BUL YGA ■ DENOTES STONE BOUND TO BE SET BY OWNER. ' +►j '3o„E (A I cn N' 8 N) 106 35 I oo o co N 00 0 N LOT 230 0 LOT 228 N LOT 218 0 0 > � � 6,807-+ S.F. �� 6,991-+ S.F. �' 7, 703± S.F. m MATCH _ SHEET _3 — — — m � — — — — — — — 65.o8 '"� N z � �o' �o' MATCH SINE SHEET 2 '� DEFINITIVE SUBDIVISION PLAN o ti ti LOT 231 4;� 0 9 796E S F \— 67161 .g��, N777o'i6"E 2 0�„ o S.F. ,� N70*1 ' WITCH H II LL E Z , j R=50.00 ti� �� 86.34' z o -2¢722 LOT 229 8899 , N SALEM , MASSACHUSETTS *J22o 5P �5 N73-7.80, 7780 LAND COURT SUBDIVISION GOOD CIRCLE LOT 217 Q �� ko� P_�e ared For: Prepared By. NLOT 232 Q�� Bartlett & Steadman Deve/opme. '7-.4tern Land Survey Assoc., Inc. �.- R67 Village St. 'er R. Melly P.L.S. NOTES Marblehead, MA 01945 Vass, 01950 ALL SURVEY DIMENSIONS WERE SEE SHEET 1 FOR T)?A VERSE AND MONUMENTS FOUND MEASURED WITH EDM EQUIPMENT. SCALE: 1" = 40' TRAVERSE ERROR OF CLOSURE: N 71-55-50 E 0.08' APPROVED UNDER THE SUBDIVISION CONTROL LAW PRECISION: 1 IN 76,000 1 CERTIFY THAT THIS ACTUAL SURVEY WAS I, CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASS. MADE ON THE GROUND IN ACCORDANCE WITH HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY — 0 20 40 80 120 BEING A SUBDIVISION OF LOTS 1, THE LAND COURT INSTRUCTIONS OF 1989, THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND ' DATE 2, 4 — 19 & 23 — 37 BETWEEN JANUARY 26, 2001 AND EC. 30, 2004.ON LAND LAND COURT PLAN 856—J, RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING - - - MARCH 10, 2004 cn, FILED WITH CERTIFICATE 6103. THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF REVISJONS SAID NOTICE. &wwwZw -- SEPT. 13, 2004 DEC. 30, 2004 DATE CITY CLERK • • NOV. 24, 2004 .._.__�...._._...��..._ ....�.-..�..._.....».�.+..- r.»��•..�....+irr..,fmy+�Yw'sw•f.�.s+'YL:�M�': ...........�.�...,,....+�,�r......r.....-.............r..... r........nww�..�..:wr�re+�.w�^"4�rlR{H•IT"+w,ws+li�?Ar^s+a�•e.- ..«w.r,.-r,..«.nt�.,........�. ...•...,....�..r�..�.,,.....-...........a•••.-.......�.�.w.m,.,..w+.w ... .. ............,...,..,........« .�w�r«..-......�--�..+......•.�..•r��+.+.r.+4....x....rw.w..�...w.�.vr�r•+.�••r.tiw+�u�.w.�w....�w..+w.r++�r.�wa. r..asw.•ww-....i.rr...r...rye.www�r.w.a.w...�...-...-�.......,....� .�... ....`_. _._. _ .. ... _ .«�. �....�.��...,..�. Y..___ .fir i 1 (C A — 1�( � r '<< 0( --- - W F T L a N FREEMAN ROA DW E L AL IRoaEc D 1 ` UE7E vZio•J S S e^'� DELL STREET r Y l�� -I� Pe000S p O J�`E T w — ST i1� w �\ A4ARC114N rR C T W � I LJ 1 ; ULd W U Lo -- o % � � o � MSo D�RK�N ROAD / / VJ i i i I i P LA.N N I N r, BOARD APPROVED SITE PLAN DRAINAGE EXHIBIT PLAN WITCH HILL SUBDIVISION SALEM , MASSACHUSETTS - Prepared For Prepared 9 Bartlett & Steadman Devlopment Corp Eastern Land Survey Assoc., Inc. R 67 Village Street Christopher R. Mello P.L.S. Marblehead, MA 01945 104 Lowell St, Peabody, Mass, 01960 (978) 531-8121 SCALE 1 = 100 A��- �. �� _.�JkAA THIS PLAN HAS BEEN COMPILED FROM VARIOUS SOURCES, IS NOT EASED ON A COMPLETE FIELD SURVEY AND IS FOR THE SOLE o ;o 100 200 300 Q13 '�� i r-7 ® . PURPOSE OF DEPICTING GENERAL STORM DRAINAGE CHARACTERISTICS DATE DOWN STREAM OF THE PROPOSED WIITCH HILL SUBDIVISION. DECEMBER 9, 2004 C istopher R. Mello Clayton A. Morir REVISIONSPLS 31317 PE 30959 F 11862