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FAFARD FORM C PLANS - ZONING � �-fur-�EiRcl ��� G � �� puns �� l \ � __, f f � - -- ,� MATCH TO SHEET SID I _ � Ilz•� 1 INU. o T w /70 h' A FA FA,4C�D a I I A PSA X-, //Z \ j I j I RREA 'tI`I �8 S '490 \ 9 I I , i �I � I I I U• l20 b� � ,�•t= 21.32 Q \ /!o N dp. 8`1.52 I2.. INu._8 188 30 H� 381.i3 c- 92e5 U. <i I 8 _ V. m \ �y //S•� �_ /tU ao` ` 130---------------------------------- 34.84 \_ ,0 � IY� — 'g A--( p R = /000 _f S O Rrv�s. h7EV15E t;;, AftlL, 17 ►9a d SALEM PLANNING BOARD APPLICATION FILED '2 As /A)a9tiv '03 FINAL PLAN FILED 000, HEARING DATEloo .2 PLAN APPROVED S I T E - PLAN TFFE CON F-ICi* UF_-A_nON OF= 41.-L COMPENSATINC, Ar-_E,4S LEDGEMERE COUNTRY MAv 13E. DUE TO LE:D"L 02 OT}tE32 0t3STikCt_i^5 SN(-OVNTEI- =D DUI;INC4 CL) 1ST -VLTION 13uT T►+a lzEgUliZEp PLANNED UNIT DEVELOPMENT IZEPL_ACE M E NT w a-F L-A N DS w u L__ 9CC MAI N TAc I NED 4S N07-ED �D.E Q. E . 64- 92 IN C-,�e rFy UNOEe- �.�� OqAPF.� y/, SEG 91X 7-HAT SALEM , MA Ivo A PPE41 was F,c.Eo w(rfil.( 0415 SCALE III = 4 01 DATE FEB . 1 , 1985 n�orrcE of a�P,eov,�� Lc)A-5 /ZEG�(�IED /�y OWNER - HIGHLAND REALTY TRUST SUBDIVIDER : THE FAFARD COMPANIES >FFr5 oFFrGE BENCHMARKS USED 290 ELIOT STREET ASHLAND , MASS c rry G&Z,rac 4() C' 4C Br` FEET IES C RWN BY O'4TE MEN ( HKJ BY SHEET SP?_ ^F SP5 • MATCH TO SHEET SP4 too _— / 107 .I tM •3S l?P I \ a2 1 u.IN jeAI 4 35 �{ 'au.o T 30 I Zg.7 \ r3 I I U. M Nool ELEv. X4.0 FILL .nein, MORTAR �; _ - - RCE 4B o Nl Z44, 5.�. 4 �Z H IG ~f . / v /G f-- T�^ACED21 . 79 A • � � J � aNa•5 O . bT�AItJ CQN IiDL bET,4l L Wcr, tS"INU- l oo AYv�n���j (` N .T.S LLJ Zo I U // y Pcµtpr G� O's tzo .. gyp• p•� 2 S�.IGEO r 1 e 0•M-N.RIM=/04.79 Cg.RIJA: IIS j 10 Go 12"IAN.: gq.00 \ 124.2 V•- I i2++ �T.{N 62 , 12 INV. 91.30 j• 6• Is �. p:QB.z i azo 10.10117 i 1 12a / + SMH R+M a q.p4 1`4 V. 114 i INv o z $� ,,� J 583.2 8 i, I � O.c•D. — — , 120 µ - �RiM=1 } S � \\O 1� / ' • G8.RIM- 126.Sa ` Z /12" I24 1 D _ _ g dol 1 ' \ \ _ _0 0 2 / � '2" R p`_ �4' �z• c.•�-•.v. ` r. -rol s $ l �J j2 oo�� ✓ 47 O --- I t ` YAhV SAND e Sr0/VE -00. 6 o I�� SMN g�r1�lR1a•� -= 11 / Y CP1. RIM 126.58 120. �, luu• Irl• ILZ•3'1 � � IZo•3T ,� - 1 b� 1r4U• ocrT= l?z•39 W W cuf) P C E Lm�4 3 _ IQ0 Ito I v'•� � / 2 4. � ,�- ,'`''�• '�— 90 45014 le div/Sip ApPj l[ 3 D l 9�Gj FFEVI P5� : AP �Z ► b \ SITE - PLAN LEDGEMERE COUNTRY °94'2°, °AD PLANNED UNIT DEVELOPMENT 90 / N I N SGo � j ANP CEzrrFY UtvDE2 6. (-. CKAPTE,e �l/, �E�. Six SAT SALEM , MA b APPEAL 6-0a5 Flc,ED wlrH/nl TWe IVTY ( ZO) oAysSCALE III = 4 01 DATE . FEB. 1 , 1985 Ai-PreZ Non,-�- of APPP-6VA L 44.)As 2ECEcv�_-a ,3Y � !� 5� ' OWNER : HIGHLAND REALTY TRUST SUBDIVIDER THE FAFARD COMPANIES SALEM PLANNING OARD APPLICATION FILED 7wr GOKF/fj-4 T/O/►( of q�� G�7MPB/YSRr//Y� .�a�e�.4�, 7fi�5 OFFICE. �,� S 8 BENCHMARKS USED 290 ELIOT STREET FINAL PLAN FILED �!/ / s ASHLAND , MASS MAY 8E 4cr;W-.CEO Dub Tp Ge�f'F CK Or c�°f OBIiALC 5 �� Fivcc�.nrEtFo ��g.n ca"yrxce-nonf our 7Ao Cary HEARING DATE 317165-6s RWN EY F3EaUgCc/►'lFlKf- �vEr�og W,�L S� •y,�..ur.�„n�Fo X45 - � �3! ..- 40 20 0 40 80 FEET 160 PLAN APPROVED '`� 2 8.S i:riK" SHEE7 SP 3 J SP 5 �1 d IQ 7 I. '42" E CIF),- of SAL EW S (r1/6HLA/v0 PA,eK) too - 14 Lc) S5 40 30 „sz 3 4410 1/E S 3B°531// " E S 39— 24 II E S3 °/0 '3511E / 210.09 /6 •69 /67 .83'_, lZo W Lu 130 l' / I tko < _ / 4 l0'I a 271 c. �1x 1 AEN SA-n NCi \ / 4111 S.F. 1 S9 Z. s F. _ F11-L AREA k G O I Tom - - � , D 7- W y4 1tNl IT Ot= 3C • ��E ptV-1STPtKED v �. ` _ EG�iE Gv i o - Il�•'`104r I I,TATIO *7A Ir S TOME f SAND 00•• ZQ.IA .F u2p,5` i QIDn= l ll•Z S c iNl),IN= IOV. CNV.lt4s 104."S — _ _ j 1 1/ tZ ' - - Nv.DVT = 104' _ a' .. ��J \ \ I /2 UT' tOb• 20 —T ) � • F � —_ _� W 8u STP'N3R1 = Ilb.9O � a •pVG 5 Q �= fLIK° I II•Z l� �- INU.= 10'7.Z- M& 0'7•Z- \,L o N op PARCEL 4 - A R E A = 79 Ld w 130 00 U) l� 102, I— API-L . 179 aJv, S IT E - PLAN LEDGEMERE COUNTRY PLANNED UNIT DEVELOPMENT IN ` T++F- CONT-IC4uRA-T•tON OF AlCAMPEN SATtNCI 4�t=,4s I C��T/F � ()I.IDEf— SEG• 91X 77- A---T SALEM , MA MAS 4 f3 f-LTETRET> DVE 7'D L_Z-=: C E OZ 0'7 4E:K OT3STALl.ES --------- ENC�0Vt-3TFi,-=D pufzIt-1 TSOT Tl- E- xl0 APPEAL cJ,45 FLED cc�lTFft/V 7GJ�cV7�l X20) paYS II I SCALE : I = 40 DAT ,.F FEB . 11985 R1EPc-AC-EMENI WI" F-RE MAINlT-AINE.T> RS NUT-r:FD . �}F�� 1-1OT/�£ oP APP26v.4(- W45 P-ECECVEb a`7 T-, E. Q. E. �4 - � SALEM PLANNING BOARD APPLICATION FILED 1 A� �'� OWNER - HIGHLAND REALTY TRUST SUBDIVIDER THE FAFARD COMPANIES 7 5 D iCF• �� X BENCHMARKS USED 290 E LIOT STREET 1 FINAL PLAN FILED— 5 ASHLAND, MASS Lem t , G` "' y HEARING DATE `3leg 40 `` ; RWN 6Y. r _ 40 80 FEET I�0 OATS PLAN APPROVED SP4 F SP5 '" T 410 C'ON8E,eVAT/0A1 COA1, IS'510AI .A O� a D N J loo 10-REA—= ° C. ti;F A! A . FA FA 9 D -, r /,IETIJWD (j r R=4 .001 �N�o� ' L - 3.03 = 40.2 corlrEn� �--� % C MyE N5AT1 N A= 900 c sa-T,nt4 I II lob / eZ 7Z , l ' L —7-A. S .3 = 28 _ —I--,l \ G'l T Y OF SAL EI-1 � ` D z I 1 -- � - � (14I6HLAND PA9AC) �\. '02-616 1Zu 4+u•°Jt loo-l.l is, W II I � O r r AA& / o EM sT w peAA/ �ti ,v o rl v 4 srA D / % y2 Y, �� S.N11.Nt'.RIYIIOQ,.•Sa2e•G�•P. cINsV. 1o .-Ig \ - N _ t-4 E7rSnN6 3. 5054•.. CI Z<a S S S r + \�� $.µ•H• "Z. L_ 5 2 G. TfR Equ�l �•6• 1 ovT= 46•q 1 ` Q 1 Xn 110•12- 1 —� lqY\N = 104.04' 10'4.74 1 m 10',• ^ND 1 �_`_..� 7 2� � _ 1, Cwtc � 10 ; • I L 5 5 1 D s. I r\ I I / a _ 0 _ -- – / C' � e 0 =98 22 2 ---- �/� � � e•6• �z43 S.F. � 1- � n i �r-raw _ to o \ \ NN 0 U \ m H A. FA FA e D _ 30--- \ !� \ xop f 1 m ` R \ � r fv�tY• P RC 4B,B` ..Z -� Ru156v At , ,� ,s /ff) SALEM PLANNING BOARD APPLICATION FILED g2"� e 11 A R E = 2 . 79 A — \ SAAKA ;- r , FINAL PLAN FILED I- e.' \? HEARING DATE 7 09-9D PLAN APPROVED / / v , \ \ i,c,or•r.j 4111 s.F. 0 IVA T H 0 T S P 1 � / \ P �� Uw T SITE - PLAN LEDGEMERE COUNTRY I PLANNED UNIT DEVELOPMENT 7�kupDi I N CEP,TIFx-1 OJOEe 6,L, ��pT-Ep q;, 56C OIX THAI \ _ SALEM , MA ud 4 PpEAL �.4s RLZ0 W(rH/N 7WC-14r� zo) 0AL(5 \� SCALE : 111 = 40' D ATE : FEB . I , 1985 gFTF.,e- 1-1071c E aF <LpPP-40VAL A3 12E-E cvE1� j3oJ \ 0 NoTC . OWNER : HIGHLAND REALTY TRUST SUBDIVIDER THE FAFARD COMPANIES THE CoiYF/,rr�/R4f7o� OFAC-L G0n/PE1y>;Ar/Jyq- . ,-54A; j 7M5 OFFII�< 1 \ BENCHMARKS USED 290 ELIOT STREET MAY 8E -tcrE�Eo L�wlue5- Ta oe�5;7: cF � rn ASHLAND , MASS 4p m EV�OcJIX1'"EPjEd 7�tJf3iN� G4v5T�UGTio� gur �E t3EQurRc`p � G/rY cLER-� r '� � � �9E,aA����XT w��9�p5 W/c.c._ ��M,4iNT-4•iNE,o �{s7 ` —I•'� 40 20 0 40 f�RWN BY:�Yf'�S-•--• FEET I t✓0 No b Cn•E_Q. + (og-gz I r 7E _ CHKD BY: SHEET SP 5 OF SP 5 104 iWCI'` MATCH TO S I t Z.�I `: W er � � II t►J to •3 ;`;� ,.. 7.:>F • 1 - N UT= 0� 3D IL' S . IvV•= IbZ•4� � - ' � � G• 4111 •F. V N •Q L o ,l� �-,•,� �� � car-InENSft-nrvcl �SZ y va C c.T ` 'ZE74Al. 4 C �` •`•d It \ F_KT LEXIS. S.M � oRIM = 112.26 Jv79ell _ .�4as / grA. 3 75 FN 5.1 l RIM = I14.5I 0 h 1 v.ov-r=06.E m J �CE % o N = o oo' R EA — 21 .79 - - N L = 45 - 13' - 8� T 28 . 7 ' a = 86�'1 It 58It C-9.Kim = 112.4 V \ AXI � N 0 3.H• 0 �A / 8 � \/ �• fir- 'N4J•S.'O�/Z 3. I J s • ;4 R 30 . 00 o /Zoo I v ►, ►/ ti /V/F L = 46 - 83 I Lb A. FA F A R D 29' 7 1 ' NV: los 37 n- 0 = 890 2613 �• rz � ( � _V� v c-8. 9Iw1 = 112.4 1S° INV. = IOle).gb ♦ I1r,� �� �, 15" 1 N\" = 1013.83 �6 ♦♦ S'n7 3� � V X10 V.= lD�•S� �• c Ih V � 10 '� I TPS 1 G•" v WOTU1Np �•'.:.::.: :. S �Tai►.l=D 4AYRSA L STAKED / \ 57A. 6 *oo S.M.I-F.Fklm= II'Z.S Q ♦}AY Psa LES \ J INV.IN = 10'7.51 to 7 1110, -� �\ ►D�-IOl S.F. , PZa' S•F - STA.. 37+ZD Prop. FIM-- l t L�}0 8� / �� _ .o µ N 3 � �rz, V 12 a Q I 104'.11 1uU.: 16(,•36 r z• z r z MEN • � ?'s.:`'.'ira,!.`+it.°;';`4;;,';;:..'`�'':..::.:L s I D'1 O I S.F. 1 PAR StAKE> /29 t-IAY1! �'7 Q !Z (o ! o 4 3 3 Nt BVI ph i 8 E I 3 1 J' ,•�o �— i —� V -7� 15 E D /�Fj V I I 1 h I T / SAL�M PLANNING BOARD APPLICATION FILED 0 FINAL PLAN FILED C-13.121 M = 12_0 Aq , ";'; ' ':'::,: INV.IN = I15.S71 3 7 fD / o �` %' HEARING DATE OUT- ws.13t PLAN APPROVED I , DWAIN SEMENT /, � M OS _ . MATCH TO HE S P 2 , SITE - PLAN r LEDGEMERE COUNTRY D PLANNED UNIT DEVELOPMENT Ao I N 7RE. CID Nr-1 G U MATT 004 b>= Pl L-1--- COMF>ENSATI NCS ,4FtEAS M Ry f3 E A l_T E 1t ET> Du E TO l�DCi E O F' OT1i ER O 13STA LI_�S ` lC � r/Fy Uuo�rz ��, �P ,� ti,, S� ��x �T - ���. = SALEM , MA CNC-O UN-TEi=ET> DuizINC-1 MUT THE - 6E I TPS N E'D AS 1� APPEAL (,JArs F/LSO W lT7fIN 7ZveNTLI C7.o) L�"(5 0 •,� � II _ I . 9C-Pl_/1tiLEMEN I WET1X41-1D5 WILL MAN l NDTED ( r>.c-_ Q.E . - �Z ) �' � �'�,. }O SCALE I 4 DATE ' FEB . I , 1985 AFTE,e JJOVCF (:)F A-PP_6v,4L GRAS eE,-_zlvEo 8y ,0 1 OWNER - HIGHLAND REALTY TRUST SUBDIVIDER THE FAFARD COMPANIES 77H5 Inic:7Ft6E `s000- \ _ "``� BENCHMARKS USED Top stone bd.,slly side 290 ELIOT STREET of Highland Ave.opp.sta.56+06. E1.= 137.93 ASHLAND , MASS r, 40 20 C 40 8n FEET 16r PRWN BY. 5 /f7 Cn DAA SHEET SPI SP 5 PI IC47 MATCH TO SHEET SP5 ` 1 l hl 10 3 :" _ vJ ET LA44 D 4 r Z :: . N u = oi3 �o IZ• lyv,� 10 Z,-� �s �- I �sz•y a L I �^r jft-n>vcl L tiN C s / A, 4- / 1/50 I D Er1T o LEXIS. RIM 1 I Z e., � INV.= IOLl 85 r a I / 5rA. 3 'IS 6N S.M• . RIM = 114.51 0 rn h I .IN = 106.9*7 I ' I -PARCEL j R EA - 21 .79 W 0 . 001 N L = 45 . 1311 8 T 28 . 07 / = 86�'I 1 - 5811 u /-LB.RIM = 112.4 INV. - 1011'156 alKi F' r u / 0 / Z s d � � • /� I S�E� p R 30 . 00 IVIF L = 46 - 83 ' E a '� _ --� 1 T 29 7 I 1 Nv: 108 37 �. 89° 2613 - �/ � 1$' INV. = 108•b3 Q6 �� S.n.r 3 t✓i llU V. = CA!) se, !YY FILL At A '}8 Z3 QjZ G '44 �8 ,• � � \ / WETLAN fj .... 'J3 y •v c. ` CB.RIM = 116.4 INV. = 112.36 - STAKEED 2 57A. 6 *oD I�AY PSA LES � S.M,R.RIM= I1-7.5 Vo 07.11 >`` J c\�\ eoe11�ENSPCCt NC A��a ' � � \ \ �� \ AREA a! � 2- lot / cg.R1M= lI6•48 21,u. 3I $ o P✓'�P P / 17." INV.' 112.Z� 8°Srua� � � Q �-�\ �� IS`te1U.: 106•!1 � C—� �/ I� INV • 112.03 8 1 AW.a ai• 36 �J -� zz•z �\ R iy SAD \ F L k P.A R x,30 / 42 Y • \ C�.y' A c � Ix- v o � w tai� 1 H � 3 i D I r \ B 1 qj�2 F 4 SAL�M PLANNING BOARD APPLICATION FILED ---fir- '1 FINAL PLAN FILED _ .\ •\ ! Lg.RIM = I20.441 ter' EXI •-' r� ! INV:IN 115.61 ,,�/ J /I/,f6' Fr I 0 F���J�`� HEARING DATE I ^ ItiV.our= 115.e I01, rw PLAN APPROVED M0 S _ (� I , ,' t WtA1N SEMENT MATCH TO HE SP 2 SITE - PLAN 00 LEDGEMERE COUNTRY PLANNED UNIT DEVELOPMENT NOTE .. NX D N A TRE CONI=1 4 U Iz-PATI Onl Or- 'A L_L_ COMF'ENSP ,-F 2 1 NCI AEAS ``� O� IN MA-/ f5 ftt-TEK ED DuE TO 1•-�D41E Olz OTHER 0f3S7i-AC,-,_T/Fy 01,10E2 6 L• CKAPrER qll SEC 43/X T74A•7- o� �`'P DJIN { CoTuLTN3T HKQUI . SALEM MA ENC-_NC0E RE P L_Ac CE•M E NT w ET L�4�N DS w I L-L- B E MA I NTfk 1 N E D As, APPEAL GJa-S FILEo w l /N 7wel�/Ty �Zo) DNNS \ 'Q,, "N, ` o SCALE III = 40' DATE FEB . I 1985 NOTED ( D.E .ck.E G4 - 9Z _,�- N ?f :1 �F�� �/oncE of 4PPeovaL wAs Ie /vEo Fay A� �� �o \ 1= OWNER : HIGHLAND REALTY TRUST SUBDIVIDER THE FAFARD COMPANIES 77-H5 caGFrGE `S o. BENCHMARKS USED Top stone bd.,sIly side 290 ELIOT STREET of Highland Ave.opp.sta.56+06. E1.= 137.93 ASHLAND , MASS CIRWN BY. 40 20 40 8r` FEET IG, CHK_, BY CJQ SHEET SP I -FSP 5 PI � pa7 N O ►� _U-) N PUMP STA. ti d. U) _ _ _4 3� o N 29°2�1 5g'�W -- — 0 r= 00 cD • , 2 W 1.79 N 3 N 45°\4'39 ECSB/ N 29°21 59 409.21 = N. T. S. EPLP W 411 .0p wo PUMP STATION EASEMENT Q N . T. N >o ALREADY EXISTING � S . .4 N /F HIGHLAND REALTY I a w w TRUST - - W 4 0\4 ' E 3- CITY �_ R-250.00 - W u� IOp Opo SALEM o�� L= 61.09 R �- ' 0 0= 1 °Op 0 00lq7 co 4Op,, � —Na " o HIGHWAY N to U- 14°41 0 oEASEMENT z 300 d_ 30 HIGHLAND REALTY TRUST 000 IpO.©068 0� = 90° �, ~� dC`>3 0.00 R '225 61 �1= 3 L=113 82, = 43 15 � /4° 0 L 27 - 0 00 - 4 49 R=16 . AREA 6-7 00O ° 14' 39 o-16 04° 06 19°p N _ ..,. N29 21' 59"W 409. 38 �_ 12°22�-I1 T_ 44.58 / 0 252y -N 29° 11704 R'::4,4.0 Li X 45 r 5 26N �9'j30 8.20 2 159 '— W 411. 00 R-080 0O' L 233 a 6 2 - 2 / _ 0.00 IF T, 4 3 0° R _ 80 L = 622.90• _ / � 5. 6 . � R,�9 �s 44 °3 • R= 800.00 356.68 - 1060. 40 � `2c� 4 47 1 HIGHWAY -7 644,, L= 4 N 2g 2.8 .00 w p0 21 59 W - / — 150 R = 1000.00, _ �'4�90' //°S`�S6, f- EASEMENT AREA °f2o 444 Zp w ., 50 .�9 3 R,30. 23� w X44 46 , 09 001 R ; 1 R; 98 f 3-54- 84 p►D rn F .S /Op '�---0 cO �=34°0554 L = ; 3 �'� ° 01' 48 W R ° i WA 1Vj p s o-oo, — — N55 0 - 270 I C T T L 595. 10' o= 34° 05' 48R� ABLE W 7 g6' � co -`n zz N 25 03 55 W - 26 �, RUBLIC WAY VA N44,o3�11 W I 0.66 I g7. 62 /N N 29057 38 y1„ _ 42°13 12 W co ! N LL SWA41pS Co N. T T T Rp S EASEMENT PLAN OF LAND IN SALEM , MASS. SCALE : I " = 100' DATE : FEB. 26,1988 OWNER : HIGHLAND REALTY TRUST DEVELOPERS :THE FAFARD COMPANIES 290 ELIOT STREET ASHLAND, MASSACHUSETTS 100 0 100 200 300 SCALE IN FEET FA 104719 - EI u, 00 IN cr COMPENSATINGAREA 48 \ ` — \ \ / t`-- < '— ' _ °. — aD \ 7500 u. U) 01)t SF �� ' �� � p \ D i � REPLACES 7111 SF AREAS#4 Z rC �5 1 \ `J'i W O y \\ \ ( 18 92 S F) arid # 7 (5215 SF) \ 1 t 00 \ EX/ST AS SHOWN ON PHASE I,SHEET 4 PLAN C WETLAND 076 0 Z1550- fy a /000 B � C -\ \ A C) \ ° b F- L w zODLi cr D � o - r 1 / -- t \ � r • W > Q W I Q l WLij Q C) tZ a. . t i 7 80 FEET 120 W C) Q 0 .1 = 1 122 \ .T'--- i W LLJ 1 _ 0W 11 W Ir - SALEMLANNIN ' BOARD APPLICATION FILED 22 OCT a6- J J z Q a F71NAL PLAN FILED— -5._FEa. 87 L) G EL• ! HEARING DATE - %z� _ ,� c n �'�/ -•_ ! REVISIONS APPROVED FOR) C 25 PLAN APPROVEC ---1-6-- APR_ 87 I SUBMITTAL _ ' \ REVISED 17 SEP 87 - -- - \ C h 2 _1�aN i�, 178 7 - - - 7 1 X - 1 - 1 r R 5 � 4.1� � J 8 o s %1 A Y .3 :197 26 �� \ _ INV. 10$.0 7IZ41iI - �- for 2 R 14 ` ` �I �•R 211987 1 1 14 Z --- 1 ID• /98B Ip � � OGT C 6 - 1 9 �l4 *`� r� �A00 cOMPEwS JR= 114. 2 j ,- r ` S - 'U l ( ' 4 QE•4 ''`9� 8 No v&!3 I I = 107 g - 17 4 � {, f - ,y ! I I I NV. 99.0 EX0-bTCIf 5 12 RC ? - R- 1 1 1.2 :.02107 0 1L do W O tr' J o - 1 Z+ 1 NV ° 9 4.0 �ILJ IST. CMN �1,h _ i ' �. Q r 1 = Io�. 2z 0 I ! OE fe) ,i; cV DMH X i 5T CB 102.5 ;�� ��ERi q" j°S / ,' _ I �, p C7 a3 i I 95.4 o r 1 EMILT. c � 0.cr v oo UJ W — oW Y W z a _ r - a. W 90 o -1 �, / g G 1 b , ul 1 \ j N t �, ` \ 0 W z w a as O ICj 130 j lot ' a b ' ! )J\ �! - - -- — -- -_. �Q �, '� CMN , ---" - — �, I � , � � -9 •. _ � \ � _ 1 , 30, �� \1 I - 92.45 - _ t 1 ,/�I�n� - �;02. �- \ 1 / 1 } : 9 0.4— -- E x i E _r. �� 1 N \ 0 za = .35 8� C X __. .-i 1� 95. 3 L1 -) �� l\ -�' \ ` i \ �`f -- - \ ` -�1 t. p1,;3,t67) rIt - -� -_ 4 �` C 1 .- ON B y 1 -.' y -� / `U -.L` ,E �\ 1 \ � ' \ I - �i i ' 1 .,/ I \ C B - 2,t- K 07 93.0 DATE $ — S Ht. E T N ° 4 OF I. \ � IN � I r 1l r ti GRADING ,_ ;� • DRAINAGE PLAN 'V.N s A `510NE CO FA In47 - n7,S4 r f 1 K• •T i W I- - 1 I L _ _ un . L L ilqoj r-- — -� rtowL- z N = t11.0 I DMH t - OWT V T I Ft.ARE W ETL AN .41=��=�, � 2 a w�ic�iP RAP �\: t' s = /03 q4 ,� Z �� - ' G w P� ! . --_� ` ' -� � t �, •�., t _ 20b• �F�r i~:J � l / / S O, 02 �F T :'> L DETENTION BASIN "Ell � Sw��> � � ,�. �� �� � woW� r,n _ �8. 00 �=L , � L.L] i Zb NDw� 10,r = `1`7,?,S a° 52 6, Zwaj�—A I c. a V� 6p f 0 rL, ill D - CO � � t f q• M PE h�S -' 105 ti� o_ 103 17 rLI i14A \ t =108.cda OJTu,� +ti I �N�,� toe.o- 30 JAN X86 IZL .��� V, r 12' F�AI�E h 14 FEB '86 MAR 86 --�� q D 19 MAR 86 1�'J �- `Dj GOMPEt�15A?IIJh J I 24 MAR '86 N / F 3 APR X86 /0 ► CITY OF SALEM HIGHLANC PARK - _ 1 �+ ' _ I CONTRr)�N �� u Ig (,y 71(:' 30 110 DETENTION s BASINI" 114.0 r✓ - --- N D LEG r=u1 47 SES SH �T OJT 4- - II 1 7 � (�■1 13.S II leo C ( _ F�,sl A W�P��aP I 1 �I OT as r ¢;; �� h/ A �1 SE t:-- ET URTFU 1 - 1 ® � WE04 uj aw5 Zp , Fes® -e _ _ t, , _ �0 1� i I , �►�- �' JAN. 16 , 1986 .AP 1 1, 4 OF 14 - � _ - -� CF, lo GRADING _� 1 I S (� 50 �' _--� 1� - 1 L -1 �1 23 AUG 85 19 MAR 66 DRAINAGE 1 1 1 17 � 1 1 1._.. — — � /C 3 APR 8Q 1— 11`116 R-3 5 SEP 85 PLAN 21 MAR 86 SfLTATION 17 APR 86 CONTRUL 1047 - 03 TYPICAL, DPkBV 4 S5CR MM E IAZ THE DISTANCE PRECAST CONCRETE MANHOLE (SEWER' DRY STONE MASONRY WALL Tl� >m � OMR AtTD "M -SPEC FRAME AND GRATE DRY 'SHE FIRST S7W IS TO BE H U 3' HI 'u" " " 0 r 9 FEET OR LESS IN DEPTH B'CAST /HON FRAME c�sr IN 7W Co" � ASO oRW �x carves / F.iL G BED Of MORTAR •F l N•T S) Np Mon TW 12 INMES �-BR/CKS MAY BE US£O BETWEEN r' ADJC6T FFL&W TO GRACE (12- �sTANOARo MA04NOLE /O I 7 FRAME AND TDP COURSE FOR ?T�7_THROAT (TRADE ADJUSTMENT MAXI"Q WI HAST}-RED SFWCRFRANE ANO COVER SEE-202.60-202 e.o I L-- _- F BRICKS Abd A t'OR�J !fix Sim.• I / -/D""=! , O ©E16I CONA 2 Z SR ICKS MAY •E USED FOR � \ O � ^LC"u�. IlVrVR BED OIAM[TCR {RAD[ AOJUSTM[NTS ® M .FRAME TO BE SET IN ad U F UL LBED Of MORTAR a•mIty � o�/y'�[m�/}Im/� /�Tw Coon OW A �W COWTAPER IN THREE"SEE JOINT DETAILS `uINZETOR FOUR COURSESP/PE i TD Asrw %,0 0341 MO C443 1 - - -_ H c Q• MORTAR ALL JOINTS a. �/ 01 dc -9 s"- =b \-OUTLET P/PE EvE►.►yY 'per BACKFILL '� HAT T E R DATE: > ` MIM 0 12 30. IN STEEL I a�I�4 'iJ !'�� ' ^irTCNnON �� o w_ ►ER VERTICAL FOOT,PLACED t, z - ♦{ 2 I. OIAMETRR nI _ - < ACCORDING TO AASHTO ? 2" t- 3"CA upeK s%7-w � - - I 1 4'�' M z O O NIDFSIGNATION M119 <� - L _ r1„ Z' mu 1,e. CSG T � � �1�R7 W `' I SLOPE - 'ARON y�C Y MIN. __ -i -CRUSHED e--- l �+oUr4c aR.cjdT 6 MINCLASS "D'� CEMENT CONCIrETE ' �8 G STONE I I Wt+�€1i- t (ga" - BAR AROUND OPENINGS r- / �,1001 wwjwu R ►!nEs Ii' DIAMETER OR PRECAST SECTIONAL ' • AND OVER, I'COVER FATES. '�. b��G i t r 2'CLEAR DDG C I t rE PLA1E a.A�( Dtg (' HOOP Of STRUCTURE TO BE \ J i �Dp -~ 30' MAX I HEADERS LAID FLAT 7p r BAC KFI L L ELEV. o . —= 01AM[T[R .1r[ DRA/N CATCH BAS/N t r < - _ _ _ ... _- ,r - - _ .: - . -.:., . -.. ,': - . . " c / BLOCK OR PRECAST ORA IN CATCH c4r'1P sG J _ • -- - _ r SRICK CHID$ AND MORTAR OR .L] 0 I'L'6RJe/Cl. t? Flll91 ti �Z $�}® MIB ~ I e-� CEMENT CONCRETE CLASS 'A' BASINS '_L'' O Q ,,9 GRAVEL Z 1Y NE�Q HAND MIXED SEE LATEST ` Dal 1S" I �1 ------ aQ.v ► SPECIFICATIONS) N. ;r S. PROVIDE V'OPENINGS /INVERTED ARCH WITH i 7- -T PIPE O►ENIN{S TO BE `LSRICKS LAID ON EDGE 'IME INERTS AAD SLOPING PRECAST IN RISER SECTION PL +4►►-1Tlt►IC� Dt✓TAII� TBE INVERT; AND SLOPI% TABLES TABES FOR LJRATN MA.*I HOLES MAY MOT[. -FOR 0[SCRI►TIONS,MATERIALS, AND CONSTRUCTION M[TNO103; {[[ LATEST SPECIFICATIONS B L NSTR�® USING �J 14 'T.S , r 12 »? - --- i% 5' •, ---- l '+ FOR S EVER MkN HOLES MUST B8 U� 1 I S BUILT USING HARD-RID SEWER WiTIIOU'T BR][CRS. BRICKS WITH THE BRICKS SILT FENCE yEgVY DUTY FOR T4�E INVERTS SET w �� FENCE POST DRY STONE RETAINING WALL T J 3E CuNSTUCTE ;) CIN EDGE AND SM0019LY �4 •, IN ACCORDANCE WITH MASS, D.P.W SPECIFICATIONS RDLMED IN THE I DIRECTION OF j O AND CONSTRUCTION STANDARDS. THE FLOW • . 1 f• r ' , 1 pLAW SfvJER ViFtA/ ` p• COMPACTED ♦ INVERTS BACKF/L L �f C'I • SALEM PLANNING B RD 6 ' - m I� LOPE �.• .' �. 20 v ulv 1990 R,evisio 5'uMNGJ: - i - GRASS 5'Ri • Sus;�CEJ - � , SIL T FENCE DE TA/L ' F` air GP.ASS STRIP • 91'JMINOJS - . � CEUCh: �;yr CRETE � '\ .. (25600 �.) $UIn1s; ;:DURST - i CEMENT (CONCRET+ EIr.;ER .,.uRr s 2500 P$1) jWOOD IOR4 WOOD coau - --- ----- . --- - ---- —i GRASS STRIP" \ - GRAss -------- - --T -- - _--------- i REINFORCED CONCRETE PIPE FLARED ENDS _ r — � s _ �4 -- �-:� `- --i DATE y ;RAVES ' T T- -6 -!,-.+_ -�� 1 l , � � e' GRAVE�•--= ��'.. ~fin � I . _- - - I r' 1 APPLICATION FILED 3/20/95 i - { ELECTRIC -� L - �. --T W :i c - — -- - _- - W +--- - ---- ------- ------ - - i \._J FINAL PLAN FILED 3/20/95 HEARING DATE 4/6/95 T ,- w --- Y� Y LAN APPROVED w fig' 8 I }---+------ - +------� P PLAN r PLAN I0. 0' rYPICAL -'ROSS �E_C7ION f- -- - - - L -C- O -+. (NOT TO SCALE) E G• E - -- - - �_-------- --- ` _ _ _.. 4= —_t_5 7 - - S�over - -------- -- -- —w- j T -- � � REVISIONS , — --T ,YPICAL CROSS SE-TION 4/ 18 / 95 - -- - - _ - --- - i _ -- I_w wJ I R - - SECTION SECTION - p ' 5C RI GH OF '�I,, 6- 2-95 INI�o OUTLET END SECTION Y-Y _ T - T r --T ----. A wT A • C D E SO' K L P 01. RI R2' S G 12 2 •- '2-0 N-0I� s-'I uc 2�-{f�-6j 11 'S •IOi-I3 4 2 -1--: + Y-bK-1�• i4 24-r3�S6j 24 4 12I a 2 ) _ - I• '2 f 2 ! 3-40 {-1 3-0 z{-♦ 3{ 6-6r 2f 9 5} 2 • 2 212 f •2r II Y i { I ){ 32r ){�4-7l1 ~22 H{ 1.7 i •2 ) 1 2s !' 1f><aT z_{�i_1"14 d !6 s o� y6' i ! 2s '6� Is . ) -.-- iRA1SS STRIP-- - -- --- - 1 FQR @EL.� 81 SPIGOT PIPE I 1 fl-I I ' 1 K+. E /A MIN 6 I OVERLAP ="'E'✓ALVE 9 FAFARO REAL SWATE/ANDLDEVELOPMENT CORP. - �n._ Fox r z i 290 ELIOT STREET I ASHLAND, MA 01721 ol ` o= PREPARED BY: FAFARD REAL ESTATE AND DEVELOPMENT CORP. THRUST ti 290 ELIOT STREET + BLOCK "�Q 4SHLAND, MA 01721 --- - 1/2 C Y k 8" WATER - - --- -- - BOULDER (`J MAIN �. ---- ''HRUST -2.�+ %.; �8 X 8 X6 BLOCK ' TEE AT MAA CSTONE NOTES DEFINITIVE SUBDIVISION FOR PROVIDE MINIMUM 2 5 sf CONTACT AGAINST SALEM BUSINESS PARK UNDISTURBED EXCAVATION 1 . HAYBALES AND/OR SILT FENCE TO BE PLACED AT TOE OF SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS. IN HYDRANT DETAIL 2. ALL DRAIN PIPES 12" RCP UNLESS OTHERWISE NOTED. SALEM , MA. til T T, SCAT F 3. RIP-RAP STONE WILL HAVE SOUNDNESS OF 1 .2% LOSS-AS PER a.S.T.M. MAGNESIUM SULFATE TEST. CONSTRUCTION DETAILS 4. ALL BUILDINGS ARE TO BE UNDERDRAINED. 5. 6'+/- SLOPED GRANITE EDGING AT REAR OF ALL CATCH BASINS. SCALE AS SHOWN DATE : MARCH 20 1995 SHEET NO. 6 OF 6 DH. SET � � STN. WALL �n U / N/F IMGEMI N/F RAGONE -� L.C.C. # 11802D BARNS ROAD TRUST - `���i - - 20 MARCH 1995 - - - - - - - - APPLICATION FILED410 _ FINAL PLAN FILED 20 MARCH 1995 6 APRIL 1995 , v I �. /r HEARING DATE PLAN APPROVED 6 APRIL 1995 -------- - - i �r\ ( � am N/F DATE: l j//1 \ \ ///- \ �` \ \\ ✓ BEING A MAJORITY (SIGNED) CONNICK - \ ;= 1\11 \ Co 1 1 1 1 1 1181 1 I ► I \ � � 11 \ 1 / / ,- ' \ \ \,\ / \ \ A L.0 C.R# 1T1802DST BND. PT. � -' \ \ ► I1 I I I I X11 \ \ \ � _ $ \\. \ \` _ \ �/ -7Lo N/F \ I I I I I `�\ \ \ / I \ / / / �� '46"E CITY OF SALEM /� \ / III 1 ( III �� \ J 1 \ J' 1 / / ' - ��,\ \ - (/�^ ' N447431'4157 44'431 I I 1 I III / \\ 249.65' l \ / \i,\ // / i \ ► ®v 702 / I I I ► I ( J \�� \ 1 r ��� \ \\ \ //i��l l \ \ ►�a\ �\� 1�� - -� , \��\1\ III L �� / ii - LEGEND: 1 1 // N >// _ \ 11 \ J B s 7+75 I 1 I 1 I I(I / / 12 91.31 l l � �1 I i - N/ I 1Iq-`�7.O1 �tl � �- // !l// ` H 7 00 ' \ / 1= ///1 _ I IIl \ �ii/ o l _ �\ _ / / 1 12"ro=8T06Rt _ _ /// R=87.311 1 / // �° / \1�\% i 1 I i / - - - - - - - - EXISTING CONTOUR / / S8. W PIN SMH 9+00 �// � / IN LEAD FND. \ \ \ \ \ / J I I /' i \ R=97.18 / Wr1H' T+63 / li=74.95 OSS COU ®•ff TOQ _,. / / ' \ \ \ \ / / ( / \\ / - . 0 �ROrXO� \ \ / - �/ 1/ / \ - ' I - PROPOSED CONTOUR ` \ \ � ' / ( / \ \ I=89.00 / R=91 .14 Io=74.71- \ 111 \\ 12 Io=72.0 \ li 86.9 Lt \ \ ` ` 1 J Ill I _ _ TER ( ) 1 \\�\ `� ( )I\ / 1 Ce land DH. SEf \L '\\ I \ \ \ ,- - � ' \ / /SEPVI CE / 1i=86.941�Rt) / 10" X 8 \\ II \ \`J/ I I BORDERING VEGETATED WETLAND STN. WALL \\ \\ I _ _ \ \ \ \ \ / , --� \ / 30"Ii=78Vt / TEE We r G.V.s 1\ Il \\\\ Ct 4+OOR - I \ \ JT J \ ` - \\ \ \ \ - / / +� - \ 30"14=78.61 30" RCP/ \\ /I \ \\\ twli=75.01 78.19 1 / / \ ��� I 1 i Silt Fence EROSION CONTROL HYD �, / / I 8 WAT E IRS I 1 \ ^\ \1 \\ \\ \ / / I / / (o <� �/ l /SERVICE - J �12"10=74.91 Si t/ d - 6 1+42.6 \ \ ' J / / / / \ - / l8+0o I� .;. t Fen\ R=75.16 � _ _` Il o \ c 10-72.16 \ \ \ 1 I ( 30"10=7�.5� \ I I �\ 1?-1 ® RET. I l I 00 X, a oo ��� 1 I WA L = 72.0 o I 1 z \ \ ` - - \ ` \ \ \ \ - -� -/ // - - �� - =J// =80.29 / _ \` oo \ I \ / I 1 • o M Or HDMH '�"� 8" WATER SLOPED GRANITE CURBING Olt \\ 1\\\\ / -� �/ i-8TL3 � R=344.5 - - - SERVICE- / // \�13 400E \\ 1 \ \ \ I \1� 8" WATER / -78.19 /� -4o=S 9.06 SERVICE =8MI�l .99 / 1�io=75.10 DMH // / j / R=80.99 / \ SMH 3+75 1 o \ \ I TAPPING SLEEVE AND GATE R=91. l /j j/ I \ / / / li_73.62 ( \\ R=78.26 12-(--15.2� 10-73.52 \ \ 1i=7 .64 EXIST. SMH 1$"Io=801 /i / \ I / / / \ \ \ \ SMH +00 " " Io=72.54 R=7 .21 - R=76.05 - r \�\\\ \ CB 11+80 / S by � 1 I DMH 2';40 \ _ 1i=7 .16 8 WATER -� - - \ _ - - - \ i R=94,65 / 08,3\ I I 3 { WIDE UTILITY 4R=80.67 _ - - SE�VfeE"-�`' - Io=65.30 EXIST 15'� k _ gg / / 1 I - _ /� - \ lo 2.06 1i=65 .3 ( XISIST 15 ) _ ' \\\\\ Ii X85650 ( / li �� j I I �kS`�IGFE T 30'�1i�74.17 \ 1 1 / _ - / - - Ii=70.33(PROP 8") NOTES: _ - - - - - - l0 8. $ 1 / 30"to=�07 I ,CB 1+42,65 - \ - ( (�� Q ( \ R=75.Y5 SMH 12+50 \ \ S A \ / 1. HAYBA SAN R SILT FENCE T T T F - \ / R=92.0 j J I /\\- \ - - \ 1 1 R 15.9 \ ' / 10=72116 MH 1+SYO / 1 �� ) 3 - 36" RCPs - - LE D 0 S L E CE 0 BE PLACED A OE 0 / \ \ \ li= 36 I / / / I \ R=75.60 1 - \�\ WESTERN RCP 1i-67.23 to-65.93 / Ii=84.00 / i I \ 1 I� 7 \ \ \\ \ SLOPES AND/OR BASE OF RETAINING WALLS PRIOR TO / / \ \j - _ I / / / 1i=71.2 MIDDLE RCP Ii=66.80 Io=66.00 to=b 26 - - , \ / / 12"Io1Q RET. I =71 16 1 \\� 1 EASTERN RCP 1i=66.83 10-66.06 CONSTRUCTION IN AREAS ADJACENT TO DESIGNATED WETLANDS. WALL = 72.0 1 - w J \ \ \ 12+75 // / / ` I 1 / 1 I / / / / 0 1 / I I 2. ALL DRAIN PIPES 12" RCP UNLESS OTHERWISE NOTED. c2' w a 490.70 \ I 10=86.03 1 II 3. RIP-RAP STONE WILL HAVE SOUNDNESS OF 1.2% LOSS-AS I \ I I 10" �( 8" TEE // I I/I I l S~per' - / \, \ \ I I $ /" /� \ _ - - - _ \\\ \ 1\ // I i I SB. W/PIN PER A.S.T.M. MAGNESIUM SULFATE TEST. W//3 GATE VALVES I \ / E `ti 1 / / / ' - ~ \ 1 IIN LEAD FND. I / / / I ! _ ` ` \ \ I I / I - / �j \\\\ ` \ 1 1 4. 6'+/- SLOPED GRANITE EDGING AT REAR OF ALL CATCH BASINS. I / / I 1 \ \ \ SMH B \ \ 1 I / / / / I \\ 11 \I\ \ \ \ 1 Co I R=86.5 NF / d.®'('T 3// \ 1i=77.61 6g2 \\ \1 I ( / _ - ( \ \ \ \ \ 1 ► ► II t SAtfM CONSERVATION COMMISSION I / SMH J / / \ to=77.51 254"WX\ L.C.C. # 11802D IN / R= 8.2 I cq �-- / C5I o I1 I(I I / Io= 1.95 � i//\/ll/1/ 11 om Ill m o a � } IN N SMH ,( (40 /ll \\ j II 11 = REFERENCES: PROPOSED \ R=88. I I /I I I 1 I I I z "' WETLAND FILL \ \ 2' � , 1 \ Ib 1i=81.65\ r� I � / j _� \ AREA = 4000 SF y \1` \ to=81.55 \- �1 / /l // ,/ / 1\ \ �\ 1 I I I �I °,� 1. SEE EXISTING ORDER OF CONDITIONS (DEP # 64-152) SMH D �1\\ I I I I IN LEAD IFND. cU) !SMH F / / // / R=97.0 \1\\\\\\\ I 11 I I I I i ti x / / / li=79.48 C- _ \ �� \\ � 11 IIIII� o � \'R=90.2 / / 10=79.38 k I rli=81.70 � / z --U=81.008 // I I \ I DH. SET / ��09 I I I �o STN. WALL 1 8+ p I\ l / V \ \\ �" I I 111100 S Uj5 dC \\\\`\ \ 1 Z80' S\ \ CAp f OR \ \\ '� SM(i G \ 1J0 \ /FV URE \ \\ �}=8060 \ _ ` N� DH. IN SB. F/XT�NSION \ \ \ 1 3\ T 68'22' " l0-\83.§0 R \ \ I 6j84' 54 E SMH H \ \ \ I I1\ R=91.5 \ \\ '�1 \ I 36"\RCP - _10=86.60 1 \1�'\ 1 I I I Ii=80\85- _ _ /\ SMH E - 1 I I -�7� 1111111 �1 1 r - -�\ io8�100 // � � Nl N/F MAYNARDPLASTICS Lp 111 L.C.C. # 11802-42 m I I KI 1 ' I I / / I I I I 1 I 1 11\ \1 \\� \\ \ o� ZI 1 r 1 / I I / 1 1 1 1 gl \ \ \ \\ \\\ � �-� o Ln CD \ \ \ 7®p03mAPm6C PLAN a / SALEM BUSINESS PARK PROPOSED 1 I I \ \\ \ \ \ \\ \\\ I l / \ \\ \ "\\\\\ \\ \ \\\\ \\\1 \�\ COMPENSAT�Y ON SALFEW9 NL% w I I I 1 \ \ \ \ \ \ \ \ \ \ \\\ \ WETLAND REA = 4 00 SF I I \ I I I I I I I I l \ \\ \ \ \\ \ \ \ 1 \ I I \I I' \ ►1\\ \ \\\ \ I N4706109"E , ',., OWNER/APPLICANT: I \ I I I I \ \ I I I \ \ \ 1\\ \ \ SET : 290 ELIOT STREET DH. s6. 30.00' DH. IN SB. y �,� FAFARD REAL ESTATE AND DEVELOPMENT CORP. \ 1 l I 1 1 11 \ I I \ \ \ 1 SET i Kok ASHLAND, MA 01721 � I PREPARED BY: � , ��Q,� '�' ..� i FAFARD REAL ESTATE AND DEVELOPMENT CORP. 290 ELIOT STREET / ASHLAND, MA 01721 1 IN LEAD FND. SCALE: 1 = 60DATE: 20 MARCH 1995� \ \ I I \\ \ � - / / lI / // / �� i jSB. W/PIN o ` REVISIONS: 18 APRIL 1995, 2 JUNE 1995 / ZONING: N, N, _ LOT AREA = 40,000 SF // -_ --;;�i \� / FRONTAGE = 150 LF DH. STN. WALL _ FND. / 8' l ` - - �� i'� \\ \ `� � � % - 1 1 '1 " J/ N52'105'30"E N50' 1't " 45'os'10"E 427.61' SETBACKS: - GRAPHIC SCALE _ 2 o E N FRONT 50 LF 60 0 30 60 120 =+0 34. 8' ► ssr5T'TO"W - - - - - --- - - - - - `� '` - 14.9.70' 160.23' 457.68' SIDE = 30 LF S_51'33110"W i S52'05'30"W 716.16' S45'0610"W F F N A =04.52'50" REAR = 50 LF 160.53' - •-DH. STN. WALL N ( w FEET ) / FND. '� T=80 0.00' 1 inch 80 ft. HUTCHINSON S50'21'10"W TENNIS & SQUASH CLUB = L.C.C. # 11802D L=68.15' SHEET NO. 2 OF 6 • :.:2'r:^ a , mar jililippm 11 CB's 7+75 SMH 9+00 R=91.31 R=97.18 Io=87.06(Lt) 8" WATER SERVICE 11=89.00 to-87.06 Rt) DMH 7+65 - pLAH LQHDD PROOFOLC� R=91.14 li=86.94(Lt) TECHNOLOGY WAY li=86.94(Rt) 10" X 8" 11=78.71(3 l0 78 61(300) �/� TEE W% 3 GV INV=72.0(12") ° ° o ��'l� OO X00 �O 87Ab �� C�o b 7 CB 4+OOR I �- DSMH 7+00 R=78.19 HYD. /� R=87.31 -°�- � 11=74.95 CROSS COUNTRY) " 10-74.91(12 ) Ii=80.00(ROAD) f-8 WATER SERVICE OWNER/APPLICANT: 8+00 10=74.79 FAFARD REAL ESTATE AND DEVELOPMENT COkP. / INV=73.57(30")--� 290 EUOT STREEET _ 0o CH^JGLc _ , �+ o-- � � '_ �,�:, • ASHLAND, MA 01721 G Y -- AY 4 00 _� �, HYD. PREPARED BY: +00 _-- -- - �� FAFARD REAL ESTATE AND DEVELOPMENT CORP. - - 3 oo \ 290 ELIOT STREEET 30 \ CB 1+42.65 ASHLAND, MA 01721 R=75.16 io=72.16 cn SMH 5+50 \ rnl ,,,--SLOPED GRANITE CURBING , 8" WATER SERVICE R=80.99 CB 4+OOL \ \ 0 --INV=72.x(12") SCALE: 1 = 40 DATE: 20 MARCH 1995 / 1i=73.62 R=78.19 \ N o 10=73.52 1o=75.10(12"� o �' REVISIONS: 18 APRIL 1995 HYD. N o DMH 5+40 Q) R-80.67 SMH 3+75 \ OXO �- TAPPING SLEEVE. AND GATE 2 JUNE 1995 RCP 11=74.1 7(30") R=78.26 RM77 2100 O z Ito=74.07(30 ) 11=72.64 li=72.16 10=72.54 dio=72.06 - EXIST. .SMH cr R=76.05 CB 11+90 - 1i=65.37(EXIST 15' R=94.55 _ 0 0 I)=65.30(EXIST 15'�)) - Ii=85.60 " I1=70.33(PROP 8") Io=85.50 \ �` rI o 8" WATER SERVICE SMH 12+50 R=92.0 1=84.00is \\'- I3 - 36" RCPs , CB ?+4 .65 R=75.16& \ i \� _ WESTERN RCP 11=67.23 10=65.93 10=72.16 -INV=72,0(12") �jMIDDLE RCP 11 66.80 10=66.00 EASTERN RCP 11=66.83 Io=66.06 i r•+ CB 12+75 SCALE: I " =40' R 0 SMH 1 +4.0 I-86 0 % R=75.60 1i=71.26 lo=71.16 120 \ - - - - -- -----� 120 \ � I / I I / CREST POINT ELEV = 98.78 \ I SAG POINT ELEV = 75.58 / CREST POINT S A = 10+14.14 \ SAG POINT STA = 1 + .6S PVI STA 10+00 \ PVI STA = 6+00 PVI STA = 1 +25 / PVI ELEV = 105.00 PVI ELEV = 81 .41 I PVI E.EV = 74.76 / 450. VC \ 200. VC " _ _- ' 200.00' VC I 110 �" \ 110 o I `I I 4,i I 100 N o - - - - 100 N / �- -----�' Ln "' 20 MARCH 1995 W - APPLICATION FILED w r - / \ m m FINAL PLAN FILED _ 20 MARCH 1995 - HEARING DATE 6 APRIL 1995 \ \ ---- - o � o 00 6 APRIL 1995 u u PLAN APPROVEDgo W 90 90> P � I __0 � \ 12"RCP _�2" RPC \ + 0+ o \ � 00 cri w g PVC � U m m N N- + CD \ + O r \ N N W I I \ • v;, � U U U U m m 80 I 225'-30" ------- 1 RPC r--__.._ 409,• -- ----_ I 30" RPC - --e-- I r------o�s_=o.007s- 175'- DI S=O. 05 o O') OLn w o Ln + 75' 8 DI S 0. 05i 160'-8 DI S=0.00 04 o II U of 00 I U 1 11 11 p0 11 11 / r- - `--- --- OS 70 I -- ----- . ---------- --- - - ------- - ---- -- --- -- ^� - 70 e a I^^O 1e N N ( - --- - - - J � �� ^ 00 +% c` I cD � _ O O -J N N � � rcD +rrr OECD cD cD up 00z InD •- O N I o II ci c„0 n t e -- -- --- 00 OI O O < m Jl 0 0 I N � 0 O O ItO O O '�� X_ x � + I O + � r- d O O W�a- t\ N d r = r d O Or+j ^ C6 CVN r NN - � ,-- � � r•'' mr = c ap � C0 r-- 00 S oo ^ = r- r r = r� r r = r r r '' `n ca CD II 11 II N 11 II II II � II II II If r O II O II II O II II O II II o x 11 It 11 II Nom _ r� CL _ - _ (n0 - - (n0' _ - Nom - u! O_ _ - WtY _ O - I I i I 60 ----- ----- -- ---- - - - - - -- - 60 DATE: - -- Rr --- i I BEING A MAJORITY (SIGNED) I O O O N d m N r-- 0) r- r-- rl 00 N d r� uo r) 0) m 00 N O rn 00 O c0 r� r) r� c0 O d N '7 r� 00 rn O cn O d O O O 00 N Ln C rn cp u7 O O r r� N O r7 �' in rn �n • N 00 r� l p r� r� Ln N 00 d d r7 . r- N r ) rn cD �n u') ca rn d O r ) cD rn O N O O d I cD LQ c0 r r - Ln O ! O d O r O r7 ca O d O r� 00 G O r N d cD U7 cD d d d d r� r7 r7 d O ap uJ r7 a0 cD u7 cD r rn r N O O N 0) rr•) d O cD r� r - 00 N 00 N 00 NCO N 00 00 .- t� O r� CD Ln d r7 O r I d r•7 N O O O O O O a6 O N r r� (D (O CO cD in d r'') r`) N N N d U7 r- 0) Q) I O) 0) a) 10) 0) 0) 0) Q7 0) 0) 0) 0) � 00 a) 00 0) 00 00 0) 00 00 00 00 00 00 � 00 CO 00 00 00 � OCA 00 00 00 r-- 00 r- r r r- r` r r r- r t\ r r r r r r crD r r ^ r � r r Ln r ^ r r\ r- 12+50 12+50 12+00 11 +50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5-50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 1+00 0+50 0+00 SCALE:VER11° 40' T N0. 3 OF 6 C`Lz5 [M AMD PROO [ ULE CROSS (C MOum my SEWER aCom] SALEGds; HA OWNER/APPLICANT: FAFARD REAL ESTATE AND DEVELOPMENT CORP. l 0 ELI SH LAND, MAT01721 �P PREPARED BY: FAFARD REAL ESTATE AND DEVELOPMENT CORP. 290 ELIOT STREET S SMH F ASHLAND, MA 01721 R=90 Z li=o 811.100 SCALE: 1" = 40DATE: 20 MARCH 1995 REVD: 4-18-95, 6-2-95 001 t 1 SMH (C co, 90 R=88..3± li=78..13 � n SMH E Io=78f.03 \ R=95.0}± ( 11=80.1 10 I CNN � 1 Io=80.00 C) , .0 wo 1,915 O 1 10" X 8" ��rs TE�� \ ti " pvC 50.005 SMH B TEE W/ G.V. _ 244 a R=86.8± 11=77.61 10=77.51 ! g DSMH 7+00 R=87.31 00 .p05 52�'3_� �co o � li_74.95 CROSS COUNTRY) � ,_$ p C S -� o li-80.00 (ROAD) 9 ? 0 1 lo=-74.79 cps 1 �,_� pvc � 8 SMH D 42, R=97.0± S 8' F� �— li=79.48 Op y Z lo=79.38 00 y).00' ,'-'�, g 22'54 SMH A 30' WIDE LITILITY v' R=85.9± EASEMENT li=77.36 to=77.26 L IP LAM SCALE: 1"=40' 110 1 — 110 APPLICATION FILED 20 MARCH 1995 100 FINAL PLAN FILED 20 MARCH 1995 � 100 6 APRIL 1995 HEARING DATE NOTE: / — — —— EXISTING CONTOUR 2 PLAN APPROVED 6 APRIL 1995 \ G� FOR PROPOSED COUNTOUR // \ \C-o SEE TOPOGRAPHIC PLAN FOR THERMAL CIRCUITS SHEET 2 OF 3. \0 \ _ I \ / I � 9 90 I � I i i v � I I PVC S=0.005 I I �°�. L[ 1HV PLAHMDM C� BOARD QQDp 80 99'-8" PVC S=0.005 80 244'- PVC S=0.005 ` e.f "o •A S=0.005 42' -8" PVC � 05P. • S-0.005 OS' z -- -- - 8 PVC S= 0.011 I I I I o cel o pq - C� i�'oa�- _ez w '6 LL-= 00 cn i ao r� . r- c0 - r- O � O = 00 r00ao r UIt It O � cn 00 = 00II II II 1 +II II On _ nO It 11 (n cif - rn _ i moor � i� N II II II rrn ao O c0 r� co ap Lr) 00 O I O O O 00 O ai N c0 et d d 00 O� 0) O) O) 0) cn O 00 co 00 00 00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 DATE: BEING A MAJORITY (SIGNED) PROFULC SCALE: HOR. 1�=ao' VERT. 1 =4 SHEET N0. 4 OF 6 I DMH 7+65 / I R=91.14 1i=86.94 Lt / li=86.94�Rt) pL�LaG�I Q[`f D G�GO[ �f�C 11=78.71 3Cr *..• ., = , �' / ��� / !! ! / �� 1o=78.61(30 ) 0 / -Y- _ ` Yo OWNER APPLICANT: 8+00 FAFARD REAL ESTATE AND DEVELOPMENT CORP. ! 290 ELIOT STREET e 0j ASHLAND, MA 01721 4-8CP Q SMH J PREPARED BY: R=88 .2 SMH H Ii=82.05 I I 1 \ \ \ \ \ sruB & R=91.5 10=81.95 I I 1 \ � � � FAFARD REAL ESTATE AND DEVELOPMENT CORP. !/qf� / ` o CAP FOR \ 290 k=+s2 Ot � �� / �%� � FUTURE 10=86.60 � // I 1 \ l \\ \\� �� `� ASHLAND, MA01721_/ EXTENSION 1 1 II-80.2*2s4' �!1111�1111i 1\ \� i Io�88.19(24 ) i -WK D / 1' CLEARANCE PROVIDED / R=88.Ot 30' WIDE UTILITY �///// - - 88 \ P »" BETWEEN SEWER AND RCPs - - 86li=79.66(24 _ _ , / - SCALE: 1 = 40 DATE: 20 MARCH 1995 REVD' 4-18-95, 6-2-95 DMH B� 1i=81.13(18" i� / / / // ' 3-'-p" .ENT \\ \\\ Y�. % , / ( Io=80.53(24'�� ' r'M r2+75 =90.70 \ \ \ \ \ 9JAM DDMH A / / / / / O d /j Io=86.03 � �:� w M a / , / / , ,// \/� / / - - - - - - . 10" X 8" TEE avn :4R=91.3 / �, / / / /�/ 66 i /j/ / WITH NTE-VALVES RM92 00 SH 50 ,�of 319/3� 1=84.00 \�•. CB 11+90 SMH I I/ / R=94.55 / R-88.2 \ / I Ii=85.60 /, i �' 8 / l . : +, \. f �. , �, Io=85.50(12") �� / d� / / // l0 8116 5 _ �/ / � ' SMH F \ \ � R=90.2 Io=81.00 P)LAH SCALE: 1"=40' I I=86.8 / SCALE: 1"=40' Io=805 SMH G R=90.8 Ii=83.60 Io=83.50 120 120 110 110 110 / 1 1 / 1 1 ^l 4 • / I I / / 1 / 100 / 1 10020 MARCH 1995 100 APPLICATION FILED � \ FINAL PLAN FILED 20 MARCH 1995 \ f \\ ► I I I HEARING DATE 6 APRIL 1995 PLAN APPROVED 6 APRIL 1995 \ 0 90 90� \ \ 1 C0NT0UR PROPOSED \NG CON.��UR ,B � \ PCS / VC S=0.01LJ I S=0.005 O\C' go'- PVC S=0.005 _ 80 _ 80 80 3s" RCP I I I li=8 .85 _ d `O �_ O I I I L N I I N I vN CN- (V� 'O J� O� O O O � � NO C) (D Q $jN � m � � ti7 V � N � pvcl70 0) 0) ca = Lr IP cD C7O � M t` 00 _ � � � 0 � � O O N O cD c0 00 0O = 00 = 0) CO 00 = 00 � 2 0D � = 00 00 00 = � 00 •-`� � 00 _ � � '- 00 000 X CC) S� 110 00 ;2 � � I I I I I I I I I I I I I 11 I X00 :2 00 � = rn II S0p0 II II II II II 11 II II II cn Nom_ N - o 0W V)�- N � �I II II II 0 II II U it it M II If _ O _ O II II II I II II 70 70 70 O 00 00 rh O O O Lq � c � ca � 00 � M � � O NO � N � � NO 00 t0 O6 4 tli O �j N .- d O d' 0i to 00 (O 00 (D 06 r- 0; 0O 01 rn N 00 O O 0) 00 00 00 00 00 0) 00 � 00 00 00 00 00 00 00 00 00 00 0000 rn rnALA OF v 4+00 3+00 2+00 1+00 0+00 17+00 16+00 15+00 14+00 13+00 12+50 -' DATE: -.-6 -09f PROFOLDE pC OO G��[�C, BEING A MAJORITY (SIGNED) SCALE: HOR. 1.=40' SCALE: HOR. 1�=40' VERT. 1"=4' VERT. 1 =4 SHEET N0. 5 OF 6 _. - _` �' -�` n. ._�� `�,"-"',r---------...,,��;-.---�---•..�'."' ,�/""�✓'�'�.� _ .-Y-�---.r--�-�---`-•.r-�.—�;-.--•-,r...U.•'-:rr...r.•�-r.�l.r.-�•--•-•. III. � i � ---------^--°., ). -411 Yll, ° �1 V ; i mis ( ; �\ 11OW - c U" C, � s C 1/�\J 1� v w T � � c -^ — ? -