Loading...
STATION RD EXT - PLANNING S- -4 WOXak,) �e7S; Ctu of "$ttlem, AUSSUc4nori#s s Planning �BDarl One OSlPlll (6rrtn CERTIFICATE OF ACTION co m Date: May 6, 1988 c a c r � To: Josephine Fusco z x From: City of Salem Planning Board m ' co Re: Paul DiBiase, Form C. Station Road Extension I hereby certify that, pursuant to Massachusetts General Laws, and the Subdivision Regulations of the City of Salem, the Salem Planning Board has taken the following action with respect to the above reference subdivision. By a vote of seven in favor, none opposed, the Planning Board approved the proposed plan as presented with attending conditions. Notice of the Board's action and the reasons supporting it are more fully described in the attached copy of a letter, the original of which was sent to the applicant by registered mail at his address stated on the petition. W Hrk, j8. Fouxt=7 Walter B. Power, III ��b Chairman M36WP of Salent, Aassac4usetts Planning Pnarl line Oulem Breen May 6, 1988 Mr. Paul DiBiase 10 Lookout Terrace Lynnfield, MA Dear Mr. DiBiase: The Salem Planning Board voted on May 5, 1988, to approve the proposed subdivision plan entitled, "Definitive Subdivision Plan, Station Road Extension," dated February 29, 1988, revised May 3, 1988, subject to the following conditions: 1. Conformance with Plan Work shall conform to plan entitled "Definitive Subdivision Plan, Station Road Extension," dated February 29, 1988, revised May 3, 1988. 2. Road Construction Road construction shall consist of 134" of wearing surface, 2" base over 12" of gravel. 3. Utilities Utility installation shall be reviewed and approved by the City Engineer, with a written report submitted to the Planning Board, prior to the issuance of building permits. 4. Board of Health Board of Health requirements set forth in a letter dated April 13, 1988, shall be strictly adhered to. 5. Conservation Commission The developer shall receive all necessary approvals of the Conservation Commission prior to the issuance of building permits. 6. Performance Guarantee A performance guarantee shall be filed with the Planning Board prior to endorsement of the plan to ensure completion of improvements required under the City of Salem Subdivision Regulations, and as required by this approval. 7. Trees a.Trees shall be a minimum of 334" caliper, planted 30 feet on center. b.Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. r 8. Clerk of the Works A Clerk of the Works shall be provided at the expense of the developer as is deemed necessary by the City Planner. 9. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 am. on Saturdays. No work shall continue beyond 5:00 p.m. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on a), -tters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c.Drilling and blasting shall be limited to Monday - Friday between 8:00 a.m. and 5:00 p.m. There shall be no drilling or blasting on Saturdays, Sundays or holidays. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on roadways as they leave the site. e All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board. 10. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to issuance of Certificates of Occupancy. 11. Cleaning of Culvert Developer shall clean-out the culvert on Station Road on a yearly basis, as long as access is allowed across property owned by Raymond Beaulieu. 12. 15 Bradley Road Developer shall submit plans for the utility installation near 15 Bradley Road for the review and approval of the City Engineer and City Planner. 13. Violations Violations of any conditions shall result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty days have elapsed and no appeal has been filed, or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision and plans is on file with the City Clerk and the Planning Board. G hAA418. I&MAIMr Walter B. Power, III Chairman M36WP -_1 CURVE L R T CH n M I 69.37 22°- 40'- 48° 175:26' 35.15' 68.92' LOCUS � II 43.45' 82°- 58'- 47" 30.00' 26.53' 39.75' ° '- 11" 60.00' 33.03' 57.87' ME 60.39' 57 - 40 3Z 100.00' 95°-29'-35" 60.00' 66.05' 88.82' cq.�Q 100.00' 950-29'-35" 60.00' 66.05' 88.82 114 Je' 15.00' 14°-19'-26" 60.00' 7. 54' 14.96' LOCUS MAP FOR REGISTRY OF DEEDS USE ONtli-Y 4 EDWARD l� FERRISI CERTIFY THAT THIS PLAN HAS BFI,N EDWARD FERRIS 114Z PREPARED IN CONFORMITY WITH TFF., PAUL J. SAHAG a MARIE O RUT.,FS t 7n RFGiJT,.ATIONS OF T?"' F"G- H I GG I N S C. SAU G I AN I STFns OF rrn OF xF coMrr.,� T- 3 WEALTH OF MASSACHUSETTS. PICKMAN PARK CONDOMINIUMS 1 9'' 9 S8, � IDA G. & JANICE °,3 A 25 �23.�9 8ll mss,, FRANiCIS J. 8c PAMELA $'I X05• _ DATiE REGISTERED LAND SURVEYOR MURPHY HURWITZ 5 0 � f 0 0 'WILLIAM M. a v 50 ;390 � 36.29 o m IEDNA PANZINI � . . � .� � _ ... . .. � A. 9 S 53°_ \6g` X6 0 P� P�oU `3 w LOT 6 6 ,'2 50��E \,,Oo E ... 63, 4► LOT I ® R 4� co _ Q N ,o s. 15 659 S. F. "39.52� 5 4, 16,633 S.F. o LOT 7 N ' �, 70 i i' T2 6° do ;co � I x.46' P►� 5 o N LOT 5 . , ® '( ,��NG 15,000 S.F. C' M w o 5 0 _ , 15,139 S.1: o ��' o a z _ 3 N 5. 127'-�25�� w N N V� r 2 MM rN LOT 4 �0 N 0 N 15,913 S.F: o W) ;�j LOT 2 tyi o 00 M - LOT 3 ° LUZONS REALTY 2 N - N 15,025 S.F. w TrRUST t.4s oo - 15 52 S. = co _ °o Z d'`- ' 1 w 0 sus ��ti cll 0 0 - - ro o ,� a. NOTES N4T° / ��� �� o � �, F � I �aSE. / � I. THIS PLAN REPRESENTS A MODIFICATION AND 23, o , a ,sy o REVISIONS TO A PLAN ENTITLED SUBDIVISION, /s �Y 'n <fl Z �ZPICKMAN PARK, DATED - 2/'28/ 73", APPROVED BY 3 0 z 1o0. 20' = 118.5 't �`9' �" THE PLANNING BOARD ON 1 / 3 / 74 , RECORDED IN Ioo.2o' 55.00' -'� ESSEX SOUTH DISTRICT REGISTRY OF DEEDS IN I T %a 50.00' 48.88'u T I GLrg9 37 6 `Z PLAN BOOK 131 , PLAN 7. ys - 00 105.00 100.00 100.00 50.20 8„W ° LOT 8 $. 0' 58-t S63 -40'-30 E R' 2. ZONING . R- I 0 oc. � � S 63°-40'-30" E N CF 16 444 SE . , PROPOSED _ S T A T I O N ) RI-0 A L, � 3. ® DENOTES STONE BOUND TO BE SET. S 58 30_4g , is.44' N 630- 40'-30°W 6000 12LQ�E630-40'-30"E a S -- q 89.02 L=15.00 85.00 100.00 120.00 _ 50.0 128.41' S.B.�FND.) ` ° W Curve,$ �' - . 110.00' _ 'N :N N74- 100.00 '� z f _ ' 21, . 23' 20' WIDE • ,.4 o Q�`r q�� 3 DRAINAGE RAYMOND V. \�8�2'yy�`� 6$9\ �2g o a.� , 0` - EASEMENT z� BEAULIEU .yg LOT 9 ,22 ti o 5a3° LOT 10 °' o M M �; 16, 126 S.F. 3 �, _ 0 -N r' 15,000 S F. : ; :.c LOT I I M - o 179. 14' 1644' 15,000 S.;F. co LOT 12 °� 195.60' 15tOOO S.F N 154.34' WAIVOR REQUEST N 60°- I I' - 24" W 148.06' I. PROPOSED ROAD TO BE APPROXIMATELY 850' LONG IN LIEU OF 500' PER SUBDIVISION RULES AND REGULATIONS. ` . WILLIAM C. PETER C. a THERESA B. JOHN E. a GERALD R. a RICHARD 0. a MAURICE E. a JAMES S. THOMAS M. WILSON KATHERINE' McCARTHY a IRENE CATHERINE ELEANOR M. ELEANOR M. TI NA BOUCHARD NEARY DALTON FOUSTAKOS M. DIONNE TOLLY HOGAN SOUCY i LAYO U T PLAIN SHEET I OF - 4 ; R DEFINITIVE SUBDIVISION PLAN R STATION ROAD EXTENSION SALEM MASSACHUSETTS \' F ' -%H oFM'ssq OWNER: DI BASE SALEM REALTY TR. CARTER a TOWERS ENG G. CORP. 04� OS" s'� yG� JOSEPHp �m SCALE: I " = 40' 6 FAIRVIEW AVENUE t�cxrEa DATE: FEB. 29 1988 SWAMPSCOTT MASS. 01907 ,pN0. 26914 ' sf'FCm0��' 90 FG,ST�Q�`a4 `041 LapNAl.Ea6\ I.L -CLERK OF THS PREBY CERTIFY•.TjiAT NO WRITTEN NOTICE OF APPEAL WAS SALEM PLANNING BOARD : k APPLICATION FILED: =4,SIVED DURING THE TWENTY ONE DAYS AFTER RECEIPT AND RC4RDING OF NOTICE FROM THS PLANNING BOARD FINIAL PLAN FILED: ` ,••0r THE ,APPROVAL OF THIS PLAN. HEARING DATE: GRAPHIC SCALE CLERK 0 20 40 S,J-- -75 100 150 PLAN APPROVED: k � NOTE: THE LOCATION OF EX STING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST lNFOWATI NI (PLANE THE CONMRACTOR AY BE ADDITIONAL UTILITIES NOT SHOWN ON THIS TO SHOULD COORDINATE WITH ALL AUTPRIOR ITO ES THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES EXCAVATION. ' i FOR REGISTRY - OF DEEDS USE ONLY I CERTIFY THAT THIS PLAN HAS BEEN ! PREPARED IN CONFORMITY WITH THE 0 RULES AND REGULATIONS OF THE REG-.. ISTFRS OF DEEDS OF THE COM.MON- /i WEALTH OF MASSACHUSETTS. qV ��op PROPOSED I : I DATE REGISTERED LAND SURVEYCIP RIP-RAP SLOPE 110 0 Q Cp ol l\N y 5d a.. W �-�� � � T .. .�' .,,-t :'fes.+F,,. 'r,. s.. °� ��` . • �X/ •. `.x�i�'q'"•rw� 4kS���.,".k+:.YF �•' ,j ` \ \ � � / y. A`''i�r,+� .yf.-. yV 3 €;... ,:`r Pico + 8 1.Z �� ..a.T �L,"„q "• #�•a,; C GC3 ',:, '° Oj9� � ' +i��— / i / \\ \1 -Tsov- 8" G s�e5�'k'' w�b�_►✓ � ' C' � "SMN5 w 5 "', f�._ M 1 ��\ }• . { ^fit ft.-.`�'" �l" � C6 '� �� � e� +t? A "Y' `t -- N � EX/ST/n/6- \ 5 2 i / � Outle xkl/ Limit of Wetlond e7 .� 9 LEGEND z4 � zz NOTES �--� j PROP. CATCH BASI N PRO P. DRAIN D I. DATUM : SALEM BASE PROP. SEWER S 2. PROPOSED RETAINING WALL AND RIP-RAP SLOPE TO BE PROP. WATER w I DESIGNED BY A REGISTERED STRUCTURAL ENGINEER. I EXIST. DRAIN 3. THIS PLAN TO BE REVIEWED AND ,APPROVED BY REGISTERED 1 EXIST. SEWER 5 GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT OF PROJECT. .PROP. SEWER MANHOLE '"' 4. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL , TOPOGRAPHY GRAD ING � wc-. PURPOSES ONLY AND ARE SUBJECT TO CHANGE . PLAN PROP. WATER GATE SHEET 2 OF 4 Nyd 5. MAXIMUM HEIGHT OF RETAINING WALL 3'. DEFINITIVE SUBDIVISION PLAN �1 EXIST. DRAIN MANHOLE 6. TEST PITS LOCATING ACTUAL LOCATION OF UNDERGROUND STATION ROAD EXTENSION EXIST. SEWER MANHOLE 5MH UTILITIES ARE TO BE DUG PRIOR TO ANY CONSTRUCTION SALEM MASSACHUSETTS ON THIS PROJECT AND RESULTS /ARE TO BE REVIEWED h BY A REGISTERED PROFESSIONAL ENGINEER TO ASSURE of OWNER: DIBIASE SALEM REALTY TR. CARTER a TOWERS ENG'G. .CORP. EXIST. TOPOGRAPHY — lam'— --- FEASABILITY OF THIS DESIGN. d�� pt �� ���► Q� SCALE: I " = 40' 6 FAIRVIEW AVENUE PROP. TOPOGRAPHY � ya REVISED: 7. EXISTING TOPOGRAPHY FROM PLAN BY PARSONS n & Na FAIA INC. F, • D. DATE - FEB. 2 APRIL 2 198 ,SWAMPSCOTT , MASS. 01907 " v~i �LEd: +'+AY 198 �, R PROP. RETAINING WALL ENTITLED DEFINITIVE SUBDIVISION PLAN, STATION RD. EXT., .�9F wwwo CARTER JL wo•'W8z HYDRANT SPINDLE N0. 13 SALEM, MASS. DATED : OCT. 15 11987. °`�s � ` �`� "mss �fcrsT BENCH MARKS USED: BRADLEY RD. 31.41 (SALEM BASE) PROP. WETLANDS 1000 S.F.t +� ��ai LA SroNAL�` s. TO BE FILLED ,. it- CLERK OF THA_ 8. WETLAND FLAGGING BY GULF OF MAINE RESEARCH CTR., INC. DO HEREBY CERTIFY. THAT NO WRITTEN NOTTCE OF APPIA wAft SALEM PLANNING BOARD : RECEIVED DURING THE TWENTY ONE DAYS ASTIOR 'RFrrtpT Ahl'D APPLICATION FILED: PROP. WETLANDS 1,900 S.Ft 9. PROPOSED TREES PLANTED 30' ON CENTER, SIZE AND SPECIES ' RECORDING OF NOTICE FROM THF T � B®AND REPLACEMENT AREA TO BE DETERMINED BY SALEM . SHADE TREE DEPT. OF THE APPROVAL OF THIS PLAN. FINAL PLAN FILED: HEARING DATE: i WETLANDS FLAG X7 GRAPHIC SCALE ` PLAN APPROVED: WETLANDS ,I!. - 0 20 40 60 80 120 4 'i , r:. p NOTE: THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST INFO,:MATION AVAILABLE. THERE MAY BE tf ADDITIONAL UTILITIES NOT SHOWTHIS PLAN. THE CONTRACTOR N ON DETERMINE / I CERTIFY THAT THIS PLAN HAS BEEN SHOULD COORDINATE WITH ALL UTILITY COMPANIES TO .� (� PREPARED IN CONFORMITY WITH THE UTILITIES PRIOR TO AND EXACT LOCATION OF ALL ` V THE EXISTENCE `' ' RULES AND REGULATIONS OF T17 PFG- EXCAVATION. Q ISTFRS. OF DEEDS OF THE COMMON- r 0 WEALTH OF MASSACHUSETTS. a. DATE REGISTERED LAND SURVEYOR SMH 5 r �4 PR�p O - Q g LEGEND �• DMH FORZ REGISTRY OF DEEDS USE ONLY a 'x oma• PROP. CATCH BASIN "{' CAB NOTES rw PROP. DRAIN n ii j h \ ry 4 v PROP. SEWER s I. DATUM SALEM BASE STAT DM �\ PROP. WATER w CONFORM 0 RULES TION ROA A D q 2. ALL CONSTRUCTION TO CO FOR T 2 y� 8k REGULATRONS OF THE SALEM PLANNING h% Son. Sew. P<° ' 8 }��� EXIST. DRAIN �' BOARD AND SPECIFICATIONS AS SET FORTH i SMH Prop. s 8" PVC 31005_ n� blowooF '� SMH / EXIST. SEWER 5 BY THE SALEM D. P.W. w w w Lx.sT. _ QCP SMI r� - w �� �A PROP. SEWER MANHOLE " 3. ALL UTILITIES PROPOSED UNLESS SPECT 3 n: W Water Main o w �2 �' FLED OTHERWISE. ' SMH Prop. 8 PVC 3 3 ° `V- `N a Connect to Exist. To �ti1^16 3>&?kl 9 CL:K-) ° Water Main '400'. Awn PROP. DRAIN MANHOLE •r San. Sew. N SMH Prop, 8 N PVC San. Sew.=:::KSMH zxo o DMHw� jc"i 9 �'gI✓E�CB vement DMH F PROP. WATER GATE 4. WATER ANDi SEWER TO HAVE MINIMUM �1�-- OF 5 OF COVER . • 1 Nyd• } Prop. 15" RCP Drain Pr PROP. HYDRANT i oa S = .02 Flared Outlet nMt/ 5. DRAINS ANO SEWER WITH LESS THAN 4 � EXIST. DRAIN MANHOLE OF COVER TO BE ENCASED IN CONCRETE i; EXIST, SEWER MANHOLE sMN ►° • Limit of �� (SEE DETAIL, SHEET 4 Wet land Ink 1�6 6. THERE SHALL BE A MINIMUM OF 10` HORIZ. / a •�- 9 DISTANCE AND 18" VERTICAL DISTANCE c . ✓ ��Q BETWEEN WATER AND SEWER. `I i;. Proposed 7. THRUST BLOCKS AS APPROVED BY SALEM Flared , Outlet D. P. W. TO BE PLACED AT ALL BENDS TEES ! I Limit of v Wetland AND HYDRANTS IN WATER MAIN. ' 8. ALL CATCH BASINS 70 BE FITTED WITH �r ♦� Inv. 18 ± ' �.✓�. 7 M.D.C. GAS TRAPS . fi 50.0 \ 50.0 A r rr M 30.0 30.0 PROFILE LEGEND EXISTING CENTERLINE STATION RD. EXISTING CENTERLINE EASEMENT - PROFILE LEGEND • -40.0 � 40.0 . PROPOSED PROPOSED CENTERLINE EASEMENT ! RETAINING WALL `+ EXISTING CENTERLINE - - N •s�� EXISTING : RT. GUTTER EXISTING LT. GUTTER Z. \ '-� 20.0 PROPOSED 8� PVC ( INSULAT�p SA 20.0 PROPOSED CENTERLINE SEWER �� � S = .005 OR g 0 cD Ki a NOTE: See detail for PROP. l5 RCP S = .04 1 = C' - N N N N Encasement of 30.0 AROA ` ---__� L= 100, 30.0 v, Insulated Pipe. ' FE Cr CIJ N 8 AVC ` \ = N = to 1.„ E N f• '4N N N aj Q> C6 !, a.: 4. (D Cp a) 0. to d ~ \� BASE 10.0 °- -- N a. _ N N N CL _ N a Z N N N w z BASE 10.0 y" s`� \\ t30 4+00 -r50 3100 t50 2t00 +70 +50 1+00 +50 0-x00 � o M OSSA �` +90 +40 z S_ 1.0 %+ 87 Note: Lt. CB to - SEWER EASEMENT PROFILE �0 q Headwall Outlet , 20.0 a 15" RCP S= .011 20.0 PLAN PROFI L ir SHEET 3 OF 4 ' �� 12 , DE '9NI`IWE SUBDIVISION PLAN CC (N w 0 M 6 ::5 D P,,�H oFM� STATION ROAD EXTENSION SALEM MASSACHUSETTS' cn o w J z O moo+ OS tiN +�� ss�� Y n• : N m N m =� ,.`�-' T y �o CARTER JOSEPIJyrn 8 OWNER: DIBIASE SALEM REALTY TR. CARTER & TOWERS ENG'G. CORP •0 4. to V Q \o o . No.26914 u i n i ar ? o Z o = a a_ U; \�\, CISTER cliS �1 ��G�5TEQ� R SCALE: f = 40 VERT : ST = �4 6 FAIRVIEW AVENUE ' 6 DATE FEB. 29 , 19 Sq j 19 w a SAL lAN9 �pt� ' • 88 SWAMPSCOT T MASS. 01907 Of N D 4. ` 2TcV. AY 3 / ' 0 (Dto O a - >N ti o - HYDRANT SPINDLE N0. 13 O d- CD � o M ro CD co N 0 -2 o 4 BENCH MARKS USED : BRADLEY RD. = 31.41 (SALEM BASE ) �0 ton d tt tf M M CL Z M M N N ? N J CY N N N I ,L CLERK OF THE 10.0 BASE 10.0 - DO HEREBY CERTIFY THAT NO WRTTTEN NOTICE OF APPEAL WAS GRAPHIC SCALE �i +65 5+00 4t00 t40 3+00 2+00 It00 475 t50 +25 Ot00 SALEM PLANNING BOARD: +95 t90 RECEIVED DURING THE TWVT?TY ONE DAYS AFTETt PPnF'TPT AND 2 APPLICATION FILED: RECORDING OF NOTICE FROM THE, PLANNING BOARD HORIZ. : I " = 40'' 4 OF THE APPROVAL OF THIS PLAN. VERT. : I"= 4' 0 FINAL PLAN FILED: r. S T A710 N ROAD PROFILE HEARING DATE : 1 C ,ERK PLAN APPROVED: 0 20 40 60 80 120 e y r i d k� ROADS, ROAD SHOULDERS,DRIVEWAYS I CERTIFY THAT THIS PLAN HAS BEEN '' CROSS COUNTRY - - �`'-- WALK WAYS ® PREPARED IN CONFORMITY WITH THE r DRAIN MANHOLE COVER FRAME M BE SET IN CONCRETE SOALL NOT Or(?LA. ONTO JOINTS O O Q RULES AND REGULATIONS OF THE REG a 24110 CAST IRON HEAVY FULL CEMENT MORTAR BED / ISTFRS OF DEEDS OF THE COMMON- WEALTH OF MASSACHUSETTS. , voturr or corcRtrt A: Dr [NGIwEER\ fi, DUTY LEBARON LB: 249 81 T. CONC.;A3 SPECIFIED -,D(T(RrIN(0 - • COVER TO READ "DRAIN'1 \ •°, ••of ' slrc,s.AcING a N• o� srclL `� ° T , REINFORCING DAA TO•t D[T(AN•w(0 • °•• 'O • • ,O ( FINISH GRADE DUCTILE IAOINrMJ)PLUS GTRA ST[[L Dr THE [NGIML(R +N rw[ ACID $,R..: ..� � DATE: REGISTERED LAND SURVEYDIt MORTAR(TYP,) , G.Lv.$Ica STRAPS DD D� ADJUST TO FINISH GRADE BUTYL ROPE GASKET(TYP) WITH COURSES OF _;,;'''' 0 11AnRTARED BRICK ( 2 COURSE: c'Ducrl M M + .' OPENING MIN.4 COURSES MAX.) NN T�M III , 0 . . • - , ' • — PF.-CAST CONCRETE FLAT TEE P L IJ G VERTICAL BEND -j , 4R OR CONCENTRI L Tc r, CONE SECTION FOR REGISTRY OF DEEDS USE ONLY x, TYPICAL ANCHORAGE DETAILS CARRIER PIPE: SDR 35 PVC (NOMINAL 12.8 LENGTHS) IN ACCORDANCE PREC.. W 5'I CONCRETE �o. ___ 5 „ NT To SCALE WITH ASTM D-3034 RISER SECTION (TYR) ;; ,ares: _ O INSULATION: CLOSED CELL POLYURETHANE FOAM (31be/ft. den..K-.135) (MORTARED SOLID RADIAL CONCRE :: 40"MINIMUM INSIDE DIA. 1, ANCNOAALLFRtssUNtRIRE,CNossrs,rccs,DICND$,RLYGs,MroRANTS.rITTINGi BLOCK IS AN APPROVED AL RNATE t OR LARGER WHERE Coo C Of olRrcTloN IN PIPE rNOAuoNTAL oR vtRT►cAu,AND cN.RGcs IN III(OIAYCT[R(R[OUC(RI- 3' JACKET. PVC, TYPE 1, GRADE 1. IN ACCORDANCE WITH ASTM D-1784 FOR GRAIN MANHOLE OVER XISTING _ -. SHOWN OR RMIRED Z PLACE ALL COIICACT[ AGAINST UNOI$TURI[D nAM[ARTw, O END SEALS: PRE-FORMED HEAT SHRINK FOR TLRMINA?ION INTO FITTINGS DR A INA G E PIPING) e;; �— .�'` J. CONCRETE C1Y(N$10MS D(TCOMINED IT ENGINEER w FIELD, MINIMUM DURING AREA / S0.FT• �► ;►: 4, MINIMUM CONCRETE ISTACRGTN . 1,000►..AT.It IAT$. END MANHOLE ENTRIES - FACE OF PIPE FLUSH OR 'I�' W BRICK SHELF SHALL BE NOT TO PROJECT MORE -� ,er SLOPED TOWARD CHANNqn.. ' THAN 4” FROM FACE OF �•• LOWEST SHELF ELEVATt•)N PIPE CASING WA L L ALONG OF PIPE ,': TO BE AT LEAST AS HIGH AS SIZE SIZE D. Dc DD TC TI ". CROWN OFHIGHEST PIPE 6 10 6.27 10.51 10.75 0.120 2.12 ` r� J 80 1 8.40 12.49 1275 0.130 2.05 Important Notes y 10 14 10.50 13.70 14.00 0.150 1.60 HEAT SHRINK • •'•� j •�' r'•o• s••o• PVC JACKET 1) These plans and specifications are intended to be explanatory of INVERTS TO BE INVERTED floc+ALA OVER-WRAP the work to be done and of` each other. BEFORE EXCAVATION IS BEGUN b s ARCH W/ BRICK LAID AS h_ MORTAR (TYP,) STRETCHERS 6 ON EDGE NroRANr'. FOR THE SEWER WATER, PIPING AND STRUCTURES, TELEPHONE, ELECTRIC AND ,. GAS PIPING, THE CCNTRACTOR: SHALL VERIFY ALL SLOPES, INVERTS, AND „i :b ° • ' •° ' • LENGTH OF PIPES SHOWN ON THE PLANS. THE CONTRACTOR SMALL ALSO " ° :'•y COVER TO READ • NTOAANT DRAMA Rw$ SDR 35 CARRIER VERIFY CLEARING DISTANCES AT ALL UTILITY CROSSINGS BEFORE EXCAVATION i �• �;: •..TCR' ( IS BEGUN. FINISH GRADE fNll$" GRADE I; 1 • �_ f 2) The location and elevation of all existing utilities shall be GRAVEL AT Luer D•ADov[ considered approximate and must be verified by the contractor prior ) DRAINPIPE G•G.rr v.Lvc a Do+r_ b NTDAANT DAMN � '`t'` ,; to '� construction. 1211 BRICK CHIPS a MOR I AR u PRECAST NCRETE Af :.>•.l; o• �.�' ' :r. '.'. OR CEMENT CONCr?F.fF c"co$oTC COAT[. $U►►eRTMOCRING ' • ' , •' o.' POLYURETHANE FOAM MIN, cowc•crc 1NAY$T DLOCR o • ' .° As required by Massachusetts General Laws, Chapter 82, Section 40 a:a:'.b: ►�:'.. • -� d•'• • •• +"�'•• �' and Cha ter 164 Section 716(d) the contractor must call DIG SAFE 72 GALVANIZED . - — ;:...: P r r SASE SECT ' 12I 1 STEEL STRAPSP. hours prior to any excavation, telephone no. 1-800-322-4844, ti 0 o V ' 0 r-12 MINIMUM COMPACTED c. O� coo •o oV0 e_•fM♦1t.L.D•1, �°•v SELECT GRAVEL ° a o0 1 d'e °0 0 0 e f;� e,� STORE A• TYPICAL FIELD JOINT DETAIL The Contractor shall test pit at the location of any crossings of "I Cb J O I IIT A'•e•@IAwcTc* 11 PLACE CONC.ASA1NSr rc.l.D.I..IT(ArA/N/1■G•uRA)r c •(['aLor"••"•"' proposed utilities over existing utilities. Underground Fire Alarm, UNSUITABLE MATERIAL TO BE REMOVED AND UNof$TwD(D [ARTM "AIN NO SCALE Gas, Electric and Telephone lines, if any, are not shown on this plan. tsFF ANGNDAAGt KTAN. $'•o• T••o•' - r; REPLACED WITH SELECT GRAVEL COMPACTED 16'.Guccrro .RAvtL The general contractor sha11 contact the respective utility companies $' I cu.To. MON.t relative to the location and elevation of these lines. ' •!N 6 LAYERS , INSULATED PIPE DETAIL FIRE HYDRANT DETAIL 4) All curb cuts, utility connections and street openings required T S. are subject to the approvall of and granting of permits by the City TYPICAL DRAIN MANHOLE H OLE DETAIL k . rcotT To pcAu ; of Salem.of Not Ito Scale 24' Qi a. C.i.M.N. friars a Cover Fromit to be eft in full"if of Cover To Ritft Sewer 5) The contractor shall ccxnply with all applicable federal, state and P ___ � tnator (Htory Duty) Lebaron LB 249 local safety codes in the construction of all proposed utilities. Bit.Cofsc.As Specified i 6) All appropriate agencies and utility companies shall be notified, 1i in writing, 48 hours prior to any construction within their jurisdiction. Butyl Rope Gasket Adjust To FIn. Grade �ritA 7) The work on this project is governed or controlled by several permits CAST IRON FRAME& CO VER V I Tr p I - •, C our s e s 01 4 Courses t o e d 1Sr I c k and approvals. The contractor MUST obtain copies of all such permits and " i r: % �8/TcJit�J//YD[/S I ! 2Covrsrs rTMn. mo approvals PRIOR to starting work on the project. The contractor must , TYPE VA I V 1 , \ Steel Reinforced Copotrwer L Precast Conc. M.N. GRANITE CURB � + C'O/YGl2T� Steel I 4 0 Eccentr'c Cone sec+Ion read all such permits and approvals to familiarize himself with any and Po yvropr e+ve t',ostic Stags '' INLET I " 1� v 12 o.c. (Tr P.) `-- Tapered SdeTo Face Siot all general or special conditions or requirements. MANY OF THESE COiv'DI- B 1 T. CONC. A S S PEC I F I ED 0 of Stre.t or Fiat Slob TIONS OR REQUIREMENTS CONTROL THE CONSTRUCTION PROCESS OR COVER WORK NOT L V `I 2y�8�S /w/ ,r� (CUtilpdG'T�O --_ (To Bottom) Section Where Dimension SHOWNOFIN. GRAOE _ .. \ � � � � � W /h'Pfi4C'�i - //y>�•.�- � -•`' `' � -I Loss Than 4 t. .. .., . mac:. i ^ ' I$pre c 0 e1 C 0 C H _. .. N THESE PIANS l ea stogy /• \ Ih h q �• I JL COMM. o� IV,4.5 6' err lwerte To !e Inverted Arch Riser Section M h Material S ifications MORTAR (,T Y P ) L 15�f C4,177 4A,,4 S I n+ C , . - 1e •/,• 7 W/tied Sewer Brick Laid ' FRAME TO BE SET. IN FULL '�---� 411 � 'SCO�►L l As Sirt.icMn 8 On Edge 1) Cement lined ductile iron water k, •\\-02"COMPACTED E D . GRAVEL_ \ -' - - - - /�- -_.A.COGZ CUT-rtZ�?;4�5 prick Shelt Shall Be SloMd ' pipe shall conform to the latest . CEMENT MORTAR BED - \ v i ANSI specifications A21.50 and A21.51 and shall be thickness Class 52 �,k. � •� / Mortar Joints inside To+rord Cnonnel.Lowest II A0✓VS T TO FIN GRADE v 8 ?q-�- - ,t- - g l` / Cwt After Pncost Sections Kett Elevation To Be At with a rated working pressure of 350 psi. Pipe shall be either the RUBBER 0 RING GASKET -------- - -- -' .SCOFF 2.11 4' 00 Di C u SE 5 OF MORTARED n T v f' Last As High A push–on joint or s w/ C 0 R -���'�' CUT---� \ y / Are I PLacc( r .) . Q s Crown type p j standard mechanical joint pipe. ( TYP. ) BRICK "G/LdN/T� �� - "�.¢? 5" of Highest Plpe Fittings shall be mechanical joint ductile iron conforming to the L � • \ 4 ) �� latest.ANSI Specification A21.10 for a workingre pressure of 350 psi. SCOL (�0 O.Q 00/'Yn/ .i\ \ SLO,c{���n ••//''•••�'��.. ///,� •• '� { Lock Joint Marano+. Ductile iron pipe shall be installed in accordance with the require- _ / _�' 1,•��'•'.,� /•�O• —/ ��.�/V� I ,wrl.•Irr1, .— �r��: \ i Sleeve `` PRECAST CONCRETE Z'/ - `� J meq - - SGOG� L.'/ ments of AWWA Standard Specifications C600 and the City of Salem 1• �– \ Grovify Sewer Mortared Brick Or Domestic water service shall be copper t K. Corpora– Cement AT SLAB OR CONC'. i3'ti�oo'; _ -' fl Z \�� /GG -•�lC`+ �1 S ` Cement ConCre,e Standards. PPe YID � SECTION '4? •S��✓ ' " moo P.4cT�o '/ -:' Q 4` �-- tion stops, curb cocks and (domestic water service shall be installed ,�, i •L� G���G. 6� in accordance with the Cit of Salem Water Department Y De t Standards. The ";�• p -- \�-- / TO BEr 4a.4AI�D g' Necost Conc 12. Grovify Sewer contractor shall conduct pressure and leakage tests and shall chlorinate .SLOBS' '51,4.4GL ,B�• 1 C'O.NR.�CT O� ` �----� M.H. be min• new water lines in accordance with the Cit of Salem Standard V V S'f-fo�D OSP �IULC-/iC D t2 MIn. � Y S. L G�.4.yzco .4/>'D s ono h f ,4PP�o,�o tit47- 7.446 � Section / c. clod Q .,L j STD/1�l .°: • Select G rove t ': a•4 2) Polyvinyl chloride sewer pipe and fittings shall meet the require- • 4'-0"01A. PRECAST CONCRETE Ole 4-le-le-C II . ' W 6 - 0 DIA •- RISER SECTION ' Dl1�1/y (See Material Specs) mints of ASTM 3034 for SDR 35. . y P DOUBLE CB. ( Unsuitode Compacted ;ubbege .5&W61Z r` Wforiol to Be 3) All drainage piping shall be Class V, RCP, the 100th inch design • - ' �}1 Removed 8 0-PP-0cor w/ theory. NEENAH FOUNDRY Select Grave t CATCH BASIN HOOD ocrea IVl00EL R - 3 701 ? ' h M6" TYPICAL SEWER MANHOLE DETAIL 4) All proposed grass areas shall be brought to subgrade and graded �•n- with 6" of loam. The areas shall then be lined, fertilized and seeded NOT T 0 SCALE in accordance with USDA Guidlelines. Hay or straw mulch shall be applied W N000 DEPTl1 P/PE S/ZE to all slope areas to •, m I - pe prevent erosion. In areas where bark mulch is ��� • � - TYPICAL CROSS SECTION utilized, it shall be spreads to a minimum of 4". \ i Ct I OUTLET --� IIq N.T.S. MOOD TO EXTE,UD 6'BeLoW f - P/PE /AI&RT - MORTAR ( rYP 1 1 DETIA-ULS SHEET 4 OF 4 C> FACE OF PIPE I z_�a- ;L' . DEFINITIVE SUBDIVISION PLAN FLUSH OR NOT TO �. , PRECAST CONCRE TE •� �, PR,OFROM FACE OF ;~ - BASE SECTION /2 STATION ROAD EXTENSION r2 WACL ALONG of - _ hav,�� - SALEM MASSACHUSETTS PI PE MIN. , • • ' >►,�►% 9 -- OWNER: DIBIASE SALEM REALTY TR, CARTER & TOWERS ENG G. CORP. 'tee•' 12/1 MIN COMPACTED 1 ° ; � . • � SELECT GRA VEL o : .' ��� `! ' 300o �.�n1c.. ,-�,. SCALE: I " = 40f 6 FAIRVIEW AVENUE REVISED ' `'• � � �P``N OF _ DATE : FEB. 291 1988APRIL 22,1988 SWAMPSCOTT , MASS. 019 7 �•,.,,f A � •� UNSUITABLE M47ERIALTO yG� Y t9t3$ ? BE REMOVED a REPLACED _ b ' WITH SELECT GRP VEL d A � oma• � 9 No.=7 COMPACTED IN 6 (LAYERS r Ave �F� �� I CLERK OF THE,_ ,�N®, si4� o,� �� �o� , rXCp ar�)� _ �o F ,5TH �ssro C►STER �� SALEM PLANNING BOARD: 1' DO HEREBY CERTIFY. THAT NO WRITTEN NOTICE OF APPEAL WAS � 'AtLt�� APPLICATION FILED: RECEIVED DURING THE TWENTY ,ONE DAYS AFTER RECEIPT AND '►�►srnyv - CONCRETE ENCASEMENT RECORDING OF NOTICE FROM THE PLANNING BOARD FINAL PLAN FILED: T Y P ' C A• L CATCH • BASIN D E T A I� L N•T S. OF THE APPROVAL OF THIS PLAN. HEARING DATE : 7- .-L- NOT TO SCALE CLERK PLAN APPROVED t. r i F60 i� i i J 4` f ,a. c CURVE L D R T CH {I I 69.37 220- 40'- 48 175.26 35.15 68.912 LOCUS IL 43.45' 820- 58'- 47" 30.00' 26.53' 39.75' 60.39 57P- 40'- 11 60.00 33.03 57 87 3Z 100.00' 950-29'-35" 60.00' 66.05' 88.82' y 100.00' 950-29'-35" 60.00' 66.05' 88.82' Tr 15.00' 14°-19'-26" 60.00' 7. 54' 14.96' LOCUS MAP FOR REGISTRY OF DEEDS USE ONLY EDWARD Q I C:ERTIFY THAT THIS PLAN HAS BEEN FERRIS EDWARD FERRIS PREPARED IN CONFORMITY WITH TIDE PAUL J. SAHAG a MARIE o RUT„FS AND RFGIJT,.ATIONS OF Tt7?' FFG- H I GG I N S C. SAU G I AN TSTT77S OF PFFDS OF TNF COMMON `` `:' • PICKMAN PARK - CONDOMINIUMS WEALTH OF MASSACHUSETTS. � •. s - 93 � S? �S, 257 O X23.79 �8' e,ss,, FRANCIS J. & PAMELA IDA G. & JANICE 8,1o,3g \05 A _N ,� H U R W I T Z 5 DATE REGISTERED LAND SURVEYOR E F .29 MURPHY 9 0° io WILLIAM M. & g `4 9 `36.2 �3 0 to EDNA PANZIN I OST X34 w co LOT 6 s s3°_ 12 50.. `r0�� E J'' 669 �6 LOT i Q 1-P� i to 15 659 S. F 139.52, oe ; 0 169633 S.F. N �� LOT 7 N ' �, ?o !' 72 6° o , 1 '�' 1 60 15 000 S:F. h LOT 5 W o •46 .� �, �JOG '" 15,139 S.F= ,�� a "' 5-:_27'- 25"" ycis z "' M LOT 4 - "' a' M o � w, ;� � I N W N N N 15,913 S.F. o LOT 2 ,� � \\ N �_ N LOT 3 15,025 S.F W LuzoNS REALTY p TRUST M° o goo 0o c ,o z o 1' 15, 15 2 S. W o s� � ; 60 ,el� _ _ ►� o ,,. NOTES Ae 4?e 23, .�s� �� o' ss�F `'' E°p,IN 1. THIS PLAN REPRESENTS A MODIFICATION AND oo� N °' Vis;. ��Oo REVISIONS TO A` PLAN EN'TITLED " SUBDIVISION, Igo z CO •,��0�p�\ ,- PICKMAN PARK DATED : 2/28/73". APPROVED BY 8.53 1 /3 / 74 , RECORDED IN 0 z = f00. �' — 9 THE PLANNING BOARD ON I /3 I 3 _p.., 100.20" _�; 55.00`U T 1 ut�� 37 ,v2 ESSEX SOUTH DISTRICT RIEGISTRY F DEEDS IN .0 . LOT 8 'o so ''�' 105.00' 100.00' 100.00' ... 50.20' 50.00 ,,.'� ..•, 48.88' =69 26 PLAN BOOK 131 , A 0 Ir "PL N 7 o �O' 0• ° 58LI8 Vd S63°-40"-30"E R�\ �� mo ° N68 - 2. ZONING R- M o .gyp S 63 -40-30 E , ti 16,444 S.F. 0 .) 4 STA T ON PROPOSED WIDE LAYOUT/1 ROAD / 3. DENOTES STONE BOUND TO BE SET. / .. �. s 5ea -of 11 \ �:....�:.`� _ 21. 16 S 6 30—40'—30"E 802 L=lSpp 85.00" 100.00' 120.00 60.00 s.B. FND. �t 63 - 40-30 W .. 5C:� E ,,... , N 4°_3?-% O4 W surVe /.' - 110.00' _ '0 " .0 12 8.4 1t I -T41 - 100.00 _ 4t/ `.► :N - er 4121 I.!. CO 3' 20" WIDEs '(2 o Q�Q 3.111 DRAINAGE - RAYMOND V. 9 GJ5 `6�9\ ��,� op �`' EASEMENT y to s$9°•y LOT 9 3' 22 tv M. 00 c _ BEAULIEu 16 126 S.F. s'� LOT 10 � 3 �O _ 15,000 S.F. - LOT 11 , _ o �� • 179. 14 � N - o . 16.44" 15,000 S. F. LOT 12 195.60 15,000 S. .3 Iso 4' WAIVOR REQUEST ' - N 60°- 11' - 24" W ' 148.86' I. PROPOSED ROAD TO BE APPROXIMATELY 850' LONG IN LIEU OF 500' PER SUBDIVISION RULES AND k WILLIAM C. PETER C. 8 THERESA B. JOHN E. a GERALD R. a RICHAPD 0. 8 MAURICE E. a JAMES S. THOMAS M. REGULATIONS. W I LSON _ KATHERINE McCARTHY a IRENE CATHERINE ELEANOR M. ELEANOR M. TI NA B OUCHARD NEARY DALTON FOUSTAKOS M. DIONNE TOLLY HOGAN SOUCY T P L SHEET I OF 4 OL A Y 0% OURDEFINITIVE SUBDIVISION PLAN STATION ROAD EXTENSION SALEM MASSACHUSETTS htH Of Rlq ;tY+OF M 1G. CORP. +s�q OWNER: DI BLASE SALEM REALTY TR. CARTER a TOWERS ENG DAVID SCALE: 1 " = 40' 6 FAI RVIEW AVENUE -CMTER DATE: FEB. "29, 1988 SWAMPSCOTT , MASS. 01907 ti AE,. 26914 0 �' 'art�ECISTfRE " L LA i \ NAL -CLE I _ CLERK OF TH \ DO HEREBY CERTIF`Y•-THAT ITO WRITTEN NOTICE OF APPEAL,WAS SALEM PLANNING BOARD : RECEI'V'ED DURING THE TWENTY ONE DAYS AFTER RECEIPT AND APPLICATION FILED: RECORbING OF NOTICE FROM THF,, PLANNING BOARD OF THE APPROVAL OF THIS PLAN. FINAL PLAN FILED: HEARING DATE- GRAPHIC ATE:GRAPHIC SCALE CLERK PLAN APPROVED: 0 20 40 50 75 100 150 i NOTE: THE LOCATION OF EX,STING UTILITIES ARE APPROXIMATE ~ AND BASED ON THE BEST INFOt�MATION AVAILABLE. THERE MAY BE ADDITIONAL UTILITIES NQT SHOWN ON THIS PLAN. THE CONTRACTOR SHOULD COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTJUTIES PRIOR TO EXCAVATION. FOR REGISTRY OF DEEDS USE ONLY e I CERTIFY THAT THIS PLAN HAS BEEN y PREPARED IN CONFORMITY WITH THE / O RULES AND REGULATIONS OF THE REG-... ISTFRS OF DEEDS OF THE COMMON- WEALTH OF MASSACHUSETTS. PROPOSED I : I / DATE REGISTERED LAND SURVEY CVP SLOPE O�t v0 o / / O N N __— --- �� ./� /' `�� �� __��\\ P'�• 9 Eve Ce. r� �• P R 0 P 0 q�`a 9 ,FTYPIC - / tfi W C Ci P,eap= 8" D t <1 ,yl v�,✓ cis w i 5 eY or. 8 c I DrNh/ /1 yiN - Is ExisI ri .�rT 1 / - � . Limit of Wetland 10 LEGEND PROP. CATCH BASI N NOTES PRO P. DRA I N D I. DATUM : SALEM BASE PROP. SEWER S PROP. WATER W 2. PROPOSED RETAINING WALL AND RIP—RAP SLOPE TO BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER. EXIST. DRAIN D ' 3. THIS PLAN TO BE REVIEWED AND APPROVED BY REGISTERED EXIST. SEWER 5 GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT OF PROJECT. PROP. SEWER MANHOLE - � TOPOGRAPHIC a GRADING . 4. LOCATION OF DWELLINGS AND DRIVES FOR CONCEPTUAL - w� PURPOSES ONLY AND ARE SUBJECT TO CHANGE , PLAN SHEET 2 OF 4 PROP. WATER GATE PROP. HYDRANT -�-Nyd. 5. MAXIMUM HEIGHT OF RETAINING WALL 31 . 3>MI4 DEFINITIVE SUBDIVISION PLAN EXIST. DRAIN MANHOLEVOW 6. TEST PITS LOCATING ACTUAL LOCATION OF UNDERGROUND STATION ROAD EXTENSION 5MN UTILITIES ARE TO BE DUG PRIOR TO ANY CONSTRUCTION SALEM MASSACHUSETTS EXIST. SEWER MANHOLE 1 ON THIS PROJECT AND RESULTS ARE TO BE REVIEWED EXIST. TOPOGRAPHY Go— BY A REGISTERED PROFESSIONAL ENGINEER TO ASSURE Oaf — –� FEASABI LITY OF THIS DESIGN. OWNER: DI BIASE SALEM REALTY TR. CARTER & TOWERS ENGG. -CORP. SCALE: I " = 40` 6 FAIRVIEW AVENUE PROP. TOPOGRAPHY �t� JOSEPH 7. EXISTING TOPOGRAPHY FROM PLAN BY PARSONS & FAIA INC. 111,111 ?' y_ DATE : FEB. 29, 1988 SWAMPSCOTT MASS. 01907 PROP. RETAINING WALL ENTITLED "DEFINITIVE SUBDIVISION PLAN STATION RD. EXT. '° �°� � R h SALEM MASS.' DATED : OCT. 15 1987. � �` 9°SFS ��P��'��" " PST'a BENCH MARKS USED: HYDRANT SPINDLE N0. 13 PROP. WETLANDS ,r ' STOMAL. ss, ISTE BRADLEY RD. 31.41 (SALEM BASE) 1,000 S.F. a14�� TO BE FILLED 8. WETLAND FLAGGING BY GULF OF MAINE RESEARCH CTR., INC. I'` CLERK OF' T�i�,._ — SALEM PLANNING BOARD : 00 HEREBY CERTIFY. THAT NO WRITTEN NOTTCM Or AP2 i WAa APPLICATION FILED: PROP. WETLANDS 1,900 SF t RECEIVED DURING THE TWENTY ONE DAYS AFTER Rrr, tPT AND REPLACEMENT AREA RECORDING OF NOTICE PROM T ANO DOA # FINAL PLAN FILED: OP THE APPROVAL OF THZ S PLAIT. ` WETLANDS FLAG x7 GRAPHIC SCALE HEARING DATE: WETLANDS sL � �� 0 20 40 60 80 120 PLAN APPROVED: NOTE: THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST INFO, MATION AVAILABLE. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THIS PLANES HE CONTRACTOR I CERTIFY THAT THIS PLAN HAS BEEN SHOULD COORDINATE WITH ALL UTILITY COMP O PREPARED IN CONFORMITY WITH THE ' THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO RULES AND REGULATIONS OF THE PFG- EXCAVATION. ' ISTk'RS, OF DEEDS OF THE COMMON- WEALTH OF MASSACHUSETTS. —� DATE REGISTERED LAND SURVEYOR SMH 5 o �A7 d v 9 5 / ►y,r ' Q0e,9 E�A'� DMH y� LEGEND oo `' 9 E�.� FOR REGISTRY OF DEEDS USE ONLY o 'Soy`' PROP. CATCH BASIN cB NOTES DM PROP. DRAIN n h q 9 PROP. SEWER s I. DATU M : SALENA BASE STATION R O Q Q ,' DM q PROP. WATER w 2. ALL CONSTRUCT11ON TO CONFORM TO RULES S 8 `�� E�'oo EXIST. DRAIN D a REGULATIONS OF THE SALEM PLANNING BOARD AND SPECIFICATIONS AS SET FORTH SMHI Pro 5 8 PVC s+005 -San. Sea.. r,�P<° Hyd. SMH .9 EXIST. SEWER s BY THE SALEM D. P.W. wa. W. L�xlsr � �� PROP. SEWER MANHOLE .,sMN IN d ro . I w 12•� p 3. ALL UTILITIES PROPOSED UNLESS SPECI - Water �noCB Connect to Exist. ,�.SMH Prop. .� 8 + PVC San• Sew. a N SMH + W 5a0 w o n To " ..DMFIED OTHERWISE. �o o DMH Water Main ASE AST PROP. DRAIN MANHOLE CB Prop. 8 N PVC San. Sew. + &N + -� Fp�Es o Existing -DMH W.G_. CBq Pavement _� PROP. WATER GATE 4. WATER AND SEWER TO HAVE MINIMUM ar.� OF 5' OF COVIER. Prop. 15" RCP Drain PROP. HYDRANT -d- `a S = .02 Proposed S THAN 4' Flared Outlet EXIST. DRAIN MANHOLE aMN 5. OF COVEINS R TO BEEENCASED INTH CONCRETE Limit of �/. / EXIST. SEWER MANHOLE (SEE DETAIL, SHEET 4 ). -� Wet landInv IZ6� -� 6. THERE SHALL BE A MINIMUM OF 10' HORIZ. DISTANCE AND 118" VERTICAL DISTANCE BETWEEN WATEIR AND SEWER. \ Q�° Proposed 2„ \ _ Flared Outlet 7 THRUST BLOCKS AS APPROVED BY SALEM Limit of s D. PW. TO BE PLACED AT ALL BENDS, TEES f Y Wet land �z�5ri�✓ AND HYDRANTS IN WATER MAIN. Inv. 18.7+ 8. ALL CATCH BASIINS TO BE FITTED WITH ' . \� Exis ..✓�- Dirc� ... ... M.D.C. GAS TRAIPS . 50.0 \ 50.0 A N 30.0 30.0 \ PROFILE LEGEND p \ EXISTING CENTERLINE STATION RD. 40.0 40.0 PROFILE LEGEND •'\ EXISTING CENTERLINE EASEMENT 8 - PROPOSED PROPOSED CENTERLINE EASEMENT s� 5 ,. 6 EXISTING CENTERLINE - - ` RETAINING WALL S /% EXISTING RT. GUTTER �""— � - _ 20.0 EXISTING LT. GUTTER PR11 OPOSED \ PROPOSED CENTERLINE 20.0 8 (PVC ( INSULATED ) _ SA . SEWER S = .O O ~ N O PROP. 15 RCP � m wri ~ NOTE: See detail for S = .04 = C. ' N N N N _ L= 100 ri Encasement of 30.0 R �- Z. E 2 2 Insulated Pipe. Op �= 30.0 cn _ a' N AVC = N �\ ti :F W (n (� N N Z S�N \� N N N N � O IAcD S� 0 D.cD a7 0 0 O co K! \\ BASE IQO a. Z N a — N N N 0.. z N O.. z N N N W — BASE 10.0 O � t30 4+00 50 31 t 00 50 2+00 +70 +50 1+00 t 50 0+00 M to OSSA \ t+90 +40 (6 zn S_ °± SEWER EASEMENT PROFILE ti i Cro lHeadwall Outlet 20.0 4t a 115" RCP S= .ol I 20.0 �. PR�F� LE SHEET 3 OF 4 � � NW -_ > 12 T + � N J ,�tNaF DEFINITIVE SUBDIVISION PLAN N o F o J M o z o o �3�PLSH OF STATION STATION ROAD EXTENSION N W c0 v pD F- — J©SEPH o SALEM MASSACHUSETTS ct J GD Q7 M 0 -J 0 8 A H VID is" 0 N N 131 oW ARTER OWNER: DISaIASE SALEM REALTY TR. CARTER 8 TOWERS ENGG. CORP. CIST . 26914 o 8 z o FP �Q a z o -1L L GISTSCALE: 1 40' VERT : I"= 4 6 FAIRVIEW AVENUE o. a i N N SSIONALFN 6 DATE : FEB. 29, 1988 SWAMPSCOTT, MASS. 01907 Ir Cl)o rn o ,� ,° o_ o o. �N t- O _ HYDRANT SPINDLE NO. 13 d• cp W a, a: _ M � w N (ro DD z �p p �D 4 BENCH MARKS USED : BRADLEY RD. = 31.41 (SALEM BASE ) N o ti N of (d CE — ao 'ri > d H M M N BASE 10.0 - 10.0 I- r CL z to M N N Z N J o: N N N I,I CLERK OF THE, +65 5+00 4+00 t40 3+00 2+00 1.1.00 +75 +50 +25 Ot00 2 APPLICATION FILED: DO HEREBY CERTIFY THAT ITO VIPITTEIT TT0T7CE OF APPEAL WAS GRAPHIC SCALE SALEM PLANNING BOARD: +95 t90 RECEIVED DURING THE TV��F�TTY ONE DAYS AFTER. RE�F?PT AND RECORDING OF NOTICE FROM THF PLANNING BOARD HORIZ. : I"= 40' OF THE APPROVAL OF THIS PLAN. VERT. : 1"= 4' FINAL PLAN FILED: t STATION ROAD PROFILE ° HEARING DATE CLERK MUK1. PLAN APPROVED- 0 20 40 60 80 120 l I r ' iT CROSS COUNTRY ROADS, ROAD SHOULDERS,DRIVEWAYS I CERTITY'THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE WALKWAYS DRAIN MANHOLE COVER FRAME TO BE SET IN CONCOCT( SNAIL NOT oV9?IAP ONTO JOINTS O O 0 O O RULES AND REGULATIONS OF THE FFG- 24110 CAST IRON HEAVY •` FULL CEMENT MORTAR BED ISTFRS OF DEEDS OF THE COMMON- / VOLUN( Or CONCOCT( AS WEALTH OF MASSACHUSETTS. ®.IT. CONC.:A S SPECIFIED %KICRNINto DUTY L E BA RON L B: 249 IN FKu _ COVER TO READ "DRaIN11 ..o . o .. : • o • • . •o N + O , \ slrr :PACING { • o• s*r[L o'- '° ,o TI R[INPORCING BARS TO{t O[TCRN.M(Q 'O • FINISH GRADE ovcTllt IRo.RtN�,aus ;; srcl o. Tot [N{IN[[N IN r»[ FIELD �} DAT '. REGISTERED LAND SURVEYDP MORTAR(TYP,) I ADJUST TO FINISH GRADE I {AL..ST[[L STRAPS DD Dc` �B BUTYL ROPE GASKET(TYP.) ''p.' - °p. WITH COURSES OF _ l b 3 �0 ♦. . r '' J MORTARED BRICK ( 2 COURSE' .••'' r ? + 'f* r .c • : •• 'o{- crll[ ROM NJ,MIN.4 COURSES MAX.) t0 M[CTIMs MCC oo 4. -PR.-CAST CONCRETE. FLAT TEE PLUG J 5' 4F! OR CONCENTRIC - VERTICAL BEND - i L T� FOR REGISTRY OF DEEDS USE ONLY CONE SECTION TYPICAL ANCHORAGE DETAILS CARRIER PIPE: SOR 35 PVC (NOMINAL 12.8' LENGTHS)IN ACCORDANCE ' 1 PRECMSI CONCRETE °' WITH ASTM D-3034 RISER SECTfON (TYP.1 5" NOIT TO SCALE •::' NOTES: 2,� INSULATION: CLOSED CELL POLYURETHANE FOAM (31be/fL den.,K-135) (MORTARED SOLID RADIAL CONCRE 4'O"MINIMUM INSIDE DIA. 1. ANCMOA ALLPOtISURrt Plot,CROSSCS,r(cS,o Sr»os,PLuss,«.DNANTj.F1TTINCj BLOCK IS AN APPROVED AL RNATE r. Coo S a o/Rtcr►ooN 1«aM( rNORI:oNTAI oR r(RncALa,A»o cM.Nacs IM III(DIINET(R(R(oUCER,, C� JACKET: PVC, TYPE 1, GRADE 1I IN ACCORDANCE WITH ASTM D-1784 FOR 'DRAIN MANHOLE OVER EXISTING OR LARGER WARE O!?A i NA G E PIPING) _ `•:; SHOWN OR REWIRED E Pl•cc ALL co«cRcrc ASAr«sT v«ouruRoto nRN cARTN. c,' SE .S ! 7. CDNCR[TE ew[NSIONSS o[T[R»INED ST(NGIN(ER IN FIELD. VIN IMUN o(ARING ARIL • So.OPT. O) END SEALS: PRE-FORMED HEAT.SHRINK FOR TtRMINATION INTO FITTINGS FACE OF PIPE FLUSH OR °- AND MANHOLE ENTRIES ;►. w :� BRICK SHELF SHALL BE {. NININUN CONCO[rc IsITAcNGrA / .,000.9,At. SAYS. NOT TO PROJECT MORE •� o 01I SLOPED TOWARD CHANN"., THAN 411 FROM FACE OF • ;~ .�.� LOWEST SHELF ELEVAI'I.)IV PIPE CASING WA L L ALONG OF PIPE ,': TO BE AT LEAST AS HIGH AS SIZE SIZE De Dc DD Tc T CROWN OFNIGHEST PIPE 6 10 6.27 10.51 10.75 0.120 212 +a w rt 1 8.40 12-49 12.75 0.130 2.05 s m e•: r 10 14 10.50 13.70 14.00 0.150 Important Notes + .. 1.60 HEAT SHRINK 1) These plansand specifications are intended to be explanatory of e . Ito- S%o• P P� xp ry J PVCJACKET work to be done and of each other. BEFORE EXCAVATION IS BEGUN ! • o.►p ';•: _ INVERTS TO BE INVERTED s1ocLALR OVER-WRAP MORTAR (TYP.) ARCH W/ BRICK LAID AS FOR THE SEWER WATER, PIPING AND STRUCT'URFS, TELEPHONE, EL,DCTRIC AND •.b e:. MTORANT• ' STRETCHERS 9 ON EDGE GAS PIPING, THE CCNTRACTOR SHALL VERIFY ALL SLOPES,- INVERTS, AND o •• ' •o ', . •o, LENGTH OF PIPES SHOWN ON THF PLANS. THE CONTRAC'T'OR SHALL ALSO � ,1''•' •''•A: ' NTORANT DRAW RMS SDR 35 CARRIER e covcRTORtAD ( VERIFY CLEARING DISTANCES AT ALL UTILITY CROSSINGS BEFORE EXCAVATION •i `:= •WATER IS BEGUN. FwISM{MADE FINISN SOLD'( r 2) The location and elevation of all existing utilities shall be {*{Art VALVE • BOX - , •> {RAVEL AT LAST o-Aoovc considered approximate and must be verified by the contractor prior DRAINPIPE ., 4 N70RANT MALA .. 12" BRICK CHIPS a MOR I AR to construction. PRECAST CONCRETE ..: .1; o- •• ;r :,! ;r. �"'''� MIN. OR CEMENT CONCRFfE CNtosoTE COAT[. SvPPIRTOIocRNN ' Pt . • . • . •' o• POLYURETHANE FOAM i •e co«cllcTc 7NRYtf /LOCI( �� o ,o As required by Massachusetts General Laws, Chapter 82, Section 40 BASE SECT 1 °'0t 'b' `"' d' '``'' 1 GALVANPICO _ ray" C E and Chapter 164, Section Mid), the contractor must call "DIG SAFE" 72 e V ►I O� ME STRAPS I J f L v �o r-12 MINIMUM.. COMPACTED °• y '. ° 1 t •" hours prior to any excavati.otn, telephone no. 1-800-322-4844. �a°^•v SELECT G;RAVEL'� e 0"°o ` s'trirc.L.o.►. epi 00 Ope o 0 1 oo J e ° u °V`d SOV SPLAY STRN[ "• *• : - TYPICAL - FIELD JOINT DETAIL The Contractor shall tesit pit at the location of any crossings of PIT S'•o'MAYtr[N oT _ PLAr.[ comic.AsuNtT {-C.l.w.l..ATIRrA/N/1-I{-a,ur [ 6r[P R[LOW MTDRAMT proposed utilities over exis1ting utilities. Underground Fire Alarm, UNSUITABLE MATERIAL TO BE REMOVED AND vNOI{TVR{ro uNT» ORA►N NO SCALE --- REPLACED WITH SELECT GRAVEL COMPACTED rt►rANCNRRAs[WTAAL s••o• T••o• Gas, Electric and Telephone 'lines, if any, are not shown on this.plc 16'.sCR[[NCO (RAVEL The general contractor shall contact the respective utility companies •I N .6111 LAYERS I% cu.To. FIN,r relative to the location and elevation of these lines. r INSULATED PIPE DETAIL 4) All curb cuts, utility connections and street openings required C•�- FIRE H Y D R.A N T DETAIL N T S. are subject to the approval of and granting of permits by the City ���icA� DRAIN MANHOLE, DETAIL A !L mat 'To SCALE of Salem. Not t0 Scale 24" Di•. C.t.M.N. Frost D Corer a )r,,,ri to be se► ;A full bed of Cover T• Reef Sewer 5) The contractor shall comply with all applicable federal, state and + (Htevy Duty) Lebaron Le 249 . local safety codes in the construction of all proposed utilities. -6i t.Cmc,Ai Sotc itied 6) All appropriate agencies and utility ccupanies shall be notified, 0 O I � r U in writing, 48 hours prior to, any construction within their jurisdiction. ! G 1 (, 40iy,4I'' ,I/l 4 ! `j, ? eulrl Rape Gasket AI}ret To FIn. Grade vyitA 7) The work on this project is governed or controlled by several permits CAST IRON FRAME& COVER V • � r � DU � (TrA1 •,•, Cowses Of Mortared 8riet and approvals. The contractor MUST obtain copies of all such permits and TYPE VA4 I 4 i rim / -,8/T all'1 S j 2Cowws nxn.4 Courses n►ox. - approvals PRIOR to starting work on the project. The contractor must GRANITE CURB CO/YCTZ T� P.Q> M�h'T ./..4%O I Steel Reinforced Copory,ner ;; 4t0• ', Precast Conc. M.H. read all such permits and approvals to familiarize himself with any and INLET �, \ ? ! Po�proprlen+P Pro:rtc Saps ' t, Eccentrjc Co�+a Sectio all general or special conditions or requirements. MANY OF THESE CONDI- BIT. CON C. AS SPECIFIED /n' Ti•y0 CO�i?-mss - ! 12 o.c. (TYR.) �-.- Teptred SO�e To Foce Side g PS N (To Rot1orw) CW SlabTIONS OR RBOUIREMEIM CONTROL THE CONSTRUCTION PROCESS OR COVER WORK NOT f f N• GRADE (CON1p.4C'Tg0 - se Street here C 00" SHOWN ON THESE PLANS. v /N - Sttlien where D+rnensbn Z I �. Pl�C�; //y,�Ol:✓iZGLC.'s'• = 44 Is Less Tho it 4 Ft. -, ~ �}• I COMM. O .Sr,.�iS� . v�rY'. •%r C• („•arts To �a inwrt•d Asch " '�casi Co«c M H LST. Materiah S ifications MORTAR (,7YP ) Gz�G�f CL�T,+445� I N C W .SLOA� .,•. yr/rtsd Serer Brick Laid Riser Stolon I P� ' FRAME 7th BE SET. IN FULL ` CEMENT MORTAR BED •�- 12•.COMPACTED GRAVEL - \ -- - 411 - - / �. As Strt.tchwa 1k On Edo• 1) Cement lined ductile iron water pipe shall conform to the latest 1 \ - - f'DGz� C41 7- ,�1�?y4S ar;d1 Snett Shall be Sk>�d �I specifications A21.50 and A21.51 and shall be thickness Class 52 R u D B E R I'0" RING GASKET :;• �T� A D.r u S T T 0 'FIN GRADE \ v 8. 24'� _ _ g•� _ 4'• 0•,D1o. with a rated working pressure of 350 si. Pi shall 'be either the -_---' �_- -� f / Mortar Joints Inside 8 Toword Channel Lowest Out After Precast Sections SMtf Eltvotlon To BeAt g P P / .S�Of Z•'/ rubber-ring t push-on joint or standard mechanical joint i ( TYP. ) •••. • - •�• w/ COURSE 5 Of MORTARED -��•E'.� C41 7-tea. � -- . . .. Art In Peace(Typ.) i• •• Least As Htan As crown g YPe Pu 7 J pipe. BRICK • 6 "G.Za�rr� sTan�� 3• j �� , - ' .¢/ZT�t,< Cc�T-,lA?�4'S 5• Of HI�,•st Plot Fittings shall be mechanical point ductile iron conforming to the i \ '' .SLOB latest ANSI Specification A21..10 for a working pressure of 350 psi. ! • Lock Joint Manhole Ductile iron pipe shall be installed in accordance with the require- Sl I PRECAST CO N C R Z / `---T""'" S� i ' _ - ••v ments of AWWA Standard 0 e t ErE -- � '� -- s i Specifications C6 0 and the City of Salem FLAT SLAB OR CONC. �'ti�D '' -_---- _ - �. GOG L.' Gr vit Sewer • _ Yklortortd Frock Or o Standards. Domestic water service shall be copper t K. Corpora- - tion I --- -------" -'_--__ •�� ��'`- �/LG -�l1'�d S Cement Concrete PPe type � • SECTION /<< ^�? S _ �� "C'o •/ :; Z " tion sto s curb cocks and domestic water service shall be installed •�' Jr in accordance with the Cit of Salem Water Department Standards. The • � "•' G/t�irg�' acs - Y Pa :� ' ' U•. / - Gravity Serer contractor shall conduct pressure and leakage tests and shall chlorinate •� .5'COP,LS TO 6� CGZ/1/-1�D Q' Precast Conc j ,2 P 5 •SLO�.S • ACL �- V ! r-� c'OM.o.4CT�O -._�. V S- pe ,yv�C/f�0 a H, ®+►t r •' mR,• t new water lines in accordance with the City of Salem Standards. :. •. GQ4,r.1�0 ,4/YO -Sf 0�0 h f" ,,¢P,o?iJv`�D �7�?,GdL Q f 0 Section ;T. '•12• min.'COOVOC146 � t 4'-O N DIA PRECAST C 01vC R E T F p�1 ►L1ULC,��D E sro?� r'-_ s•te c t t:rave t ,• •t 2) Polyvinyl chloride sewer pipe and fittings shall meet the require- ku 6 - 0 DIAL ' Il'�'4T�? i¢/N - ���/H (See Material Specs,) ments of ASTM 3034 for SDR 35. RISER SEC TION L' DOUBLE C.B. .S,d/✓:T• /I y )` S�h'z�2 I ^ ,ictal alto 8e Compacted Subbase 3) All drainage piping shall be Class V, RCP, the 100th inch design NEENAH FOUNDRY I -- �lJ Romowd8 depbtsd W/ theory. g P P g Cfi CATCH BASIN HOOD r ' - - --- ' lU Select Grovel' _ acted -4 All proposed grass areas gall be brought to s ade and MODEL R - 3 TO! - }` ° TYPICAL SEWER MANHOLE DETAIL ) p g s g ubgr graced Layer ++ W I �r with 6 of loam. The areas shill then be lined; fertilized and seeded N T _J UDD EP LJ in accordance with USDA ''ne Ha r r D c t D GuidelL s. o straw mulch shall PPE / lied SZf ' ,• o, NOT TO SCALE Y PP to all slope areas to prevent erosion. In areas where bark mulch is 25" /5~ t •I c I OUTLET ---- TYPICAL CROSS SECTION utilized, it shall be spread toy a minimum of 4". I ' N.T.S. ,4000 TO EXTEI(/D e`f3ELoIy - o�P� iuvERr MORTAR ( TYP ) DE L S - SHEET 4 OF 4 FACE OF PIPE i `1 •' I �� FLUSH OR NOT TO D'E =1N1 StTVION P�,AN PRECAST COkCRETE 2.-#q- :i , � ' �i P R 0 J ECT MORE THAN � ,�,,,�' - eASE SECTION .;:. : STATION ROAD EMNSION %2 ,, FROM FACE OF ,r; �? " . Q�v Inl C .,�, + r2" PWALL PE ALONG of ---- _ __.__ ,--- ---- ' SALEM-,-MASSA CHUSET S MIN. �.,' , 0 T p 1 3 ' `• , \ P f, • I 1 5-"''" 0 e 0 OWNER: DIBIASE SALEM REAL?Y TR. CARTER 8k TOWERS ENG'G. CORP.oco ' I e e O 12. M.1N COMPAC TED -� 1 v , .,.... SELECT GRAVEL o; .' J / v i v ' coo <a►1U F SCALE: I 40 SC"WAPMPSCOTT AVENUE 01'907 o o•o Cro ,T I OF DATE : 1 �_ _ BASF �,� c �' � '� A � � `�N M FEB. 2 9 19 8 T Ja G� - UNSUITABLE PIfATERIALTO •/ ' s '" i • BE REMOVED 9 REPLACED o a -• N®� sI4 �o No.9387 WITH SELECT GRPVEL / COMPACTED IN 6 'LAYERS r ? 47>\1C '�F�-► ► I, CLERK OF THE,_ .D 'p v� E' 9f rs1ERE aR ,� F ,rs�`At SALEM PLANNING BOARD DO HEREBY CERTIFY, THAT NO WRITTEN NOTICE OF APPEAL WAS o,C ,5 � s APPLICATION FILED: . RECEIVED DURING THE TWENTY ONE DAYS AFTER RECEIPT AND sloNAL ° i y D ^ CONCRETE ENCASEMENT RECORDING OF NOTICE FROM THF; PLANNING BOARD ►�'�� FINAL PLAN FILED: T 1 P� I CAL L CATCH . B A S I N D E T A I L of THE APPROVAL OF THIS PLAN. - N.T. S. HEARING DATE : . NOT ro SCALE - - -- PLAN APPROVE D r L CIIERK - - 1 A,ae ��lcItoAi9 �A o6-f IL �1y A 0 FOR REGISTRY USE CIVLY ac /1��p o. l v ` rldd� - s8- dJ 10 �lJ � 1 cr off` 3 N sz 30 9` 174 6 <:> 15 , 769 S. F ti 7 5 43 2 v ,�r I,\ 17 922 S. F ,� -29= S.F ; a �- ti , _17, 6 2 2 1 ,�,) ,718 S.F 0 15 , 017 S.F 15 , 2 3�3 S I x ,273 S �- ,►��`� ��� .00 ►� tee_\ z eXS o J C,�n DO ' o0 oc " (09"3 f�5 _ N' �Ao'a 8, STATION R O A D 0 � °0 8 I Itis 10 �'3� 9 " 10I I 3 22 , 192 S. F. 15SF � ., , 442 �� 15 , 075S. F 15 022 SF ° N � ' ��P�IPa"" ,w Cdr e se`s �c.✓Ci.S �J�_ �9�� ■ = D"EMOTES STONE MONUMENTS TO BE SET Do �. �- E/i � y ✓ cJ O � �/ Oil ,, DEFINITIVE SUBDIVISION PLAN STATION ROAD EXTENSION SALEM MASSACHUSETTS OWNER: DI BIASE SALEM REALTY TRUS PARSONS AND FAIA, INC. I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE SCALE " I 40 480 LINCOLN AVENUE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DATE : OCTOBER 15, 1987 SAUGUS, MASS. 01906 DEEDS. BENCH MARKS USED SALEM PLANNING BOARD APPLICATION FILED'. CHAIRMAN IFINAL PLAN FILED '. H EAR I NG DATE C 40 -- 8C 120 160 — PLAN APPROVED: SHEET I OF 3 i Q Q X �o t3 10 � u FOR REGISTRY USE ONLY vn R g�.03 LOT S ' f 2 00, 01 Dgo ,�.� �� � �—,�_ _- •. A ,l, I- � .1r. 3„ LOT 7 R=20-24(1 / f'--15 _p.49 J`� p o o�`� /7•%� jJ.1N N =/S tU p I L �____ L O T I �, s°5 7;� ie is s �� T 40 T LOT 2 \ \\\ 4 , � , _ `�\`fir ►� CZ � �\ .. p ` , �OSD /OD•00 i / Q 6 DoI P=CZD•�g S /e L � 37' 1 s- ls /0000 ►' p s _ _ I gDT c L jv0 DIle - ----, / ��P•Je� 8 or � � uer e� S v►J� ��,•r�, y —' 7 p• o � � - fL"d/dr � �'• L7M• ICA S // –��j I 2x° • =�i ' �� sa ,e4 -tom / �: / ��dJC d O SPc✓G/ � / JO O f I n 94. t D /B" _I_� I ez1--7 / �' '� hover B, s=/� SPU / a ,'3O•vo --- a. )4 of I vv Jc"k`et cD ry I /,j c� 'g. \ j /z8. 4, . Sd r, i N .s J LO " --L-OT L 0 T 10 L 0 T Q(�3) J Cunc l clyr b o - I h, er r- Now t G X1-7 F MIA�A r ✓/ TYPICAL ROAD SECTION I � �/ � wt' ` cr�G _ _ eGri.I7»q .SPcu•ci � � o NOT TO SCALE > e 4\4 N N\ Zo .oo 1`��^alp k-e�Qo �lI mill ewer Q. �y ° E'XI�T'^ Io`�,drn p.8� - -___ — fit ' C �ia. oo • exs o" SeNci o So { ° o ex,s it" 1/vti d exp) o, ° ) C 0 p Q DEFINITIVE SUBDIVISION PLAN a STATION ROAD EXTENSION SALEM , MASSACHUSETTS s�o° Ski Q °o 34-0OWNER.DI BLASE SALEM REALSY TRUS PARSONS AND FAIA, INC. 3t-oo ��� i-�°° `���" I+�� � SCALE ' I " = 40' 480 LINCOLN AVENUE I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE DATE ' OCTOBER Is, 1987 saurus , MASS. 01906 WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. BENCH MARKS USED > SALEM PLANNING BOARD APPLICATION FILED: _ 0 40 80 120 160 CHAIRMAN FINAL PLAN FILED: ________ r 4/ HEARING DATE — - PLAN APPROVED: _ -- SHEET 2 OF 3 ..a:ura�i FOR REGISTRY USE ONLY Lo o o �a(5� / 51$ ti� �„� 1 `��' ,�- � �►� ce� 5°� '3 tip.°!° � �� Q 1 Ia� ,f�t�� b.s° � b ° I ' 9?•ld' �c/JrVbS1jo r? o 1, J: (: gje �� - IL . Sd% lb -55 } (, .�` Q C�1 4' ` dL r� �o ' �- JIa�J �r p i cloyv)if r 1 7 LF 4.0 4,3 /^ fC). 7Lo 'L,, I o AT ti r ✓ � �1 � �; ,'' ,� d 3� D - -_- ��"bra ' o' s � & �o f � l 221192S = ' cz Ly 4 �7 150442S. 15 '075S. F I50022 S.F � —�o / CLQ 0 1 9a. o0 �9L' �' 1 � - h1•�o - _ ___ �S. o o � �',Yi✓z f'c h �d✓ice 10 AoiiicP /YE'o'i � y ✓QJcv / n �r / / / � / / / ✓ / I ,(�/�/! ----tib �ia�aJd b/�ir7iorr •S/dPu/ri� Q/' O'!/vE6t/d� c 7Z^4o/Le/l Efq j2</a� l MOFFATT ROAD <=er DEFINITIVE SUBDIVISION PLAN STATION ROAD EXTENSION / SALEM MASSACHUSETTS cry� dna' r '�d� �r��P� r, ' '�/' o� �/ ✓ // O`A NER CI BIASE SALEM REALTY TRUST PARSONS AND FAIA, INC. "7 d7` `��` ' �1J�X I CERT'IFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE SCALE : I " = 40 ' 480 LINCOLN AVENUE DATE OCTOBER� IS 1987 SAUGUS MASS. 01906 WITH THE RULES ANC, REGULATIONS OF THE REGI -3 OF � ' DE EDS. �'?' " � BENCH MARKS USED % zz -f%! � �-�/�J _ ___ = 3/�/ • , i�� faro �. SALEM PLANNING BOARD APPLICATION FILED CHAIRMAN FINAL PLAN FILED — — —----- — HEARING DATE . -- ----- -- --- PLAN APPROVED: 40 120 160 SHEET 3 OF 3 ir