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7-17 THOMAS CIR - PLANNING Foam a 1D-eUS-v►i }-I� Thamc,s G((2cA-e i CITY OF SALEM. ria CITY OF SALEM CLERK'S OFFICE n � PLANNING BOARD g- 1004 JUN -1 P 3. 1 r Form A -- Decision Ms. Cheryl LaPointe Acting City Clerk Salem City Hall Salem, MA 01970 Dear Ms. LaPointe: The Salem Planning Board voted on June 3, 2004 to endorse "Approval L'ndcr Subdivision Control Lane Not Required" on the following described plan: 1. Applicant: Nondas Lagonakis, 7-17 Thomas Circle, Salem, MA 01970 2. Location: Assessor's Map 8, Lots 20, 21 and 22, 7-17 Thomas Circle, Salem MA 01970. 3. Project Description: This Form A combines and divides lots 206, 207, 208, 209 and 210 shown on Land Court Plan #11802-E into four lots. Lot I has a width of 63.01 feet and Lin area of 11,843 square feet. Lot 2 has a width of 69.42 feet and an a i ea of 1 1,933 square feet. Lot 3 has a width of 78.61 feet and an area of 11,361 square feet. Lot 4 has a width of 65.23 feet and an area of 12,134 square feet. Sincerely, Walter B. Power, 111 Chainnan 120WASHINGTON STaseIr, SALEM, MASSACHUSETTS 01970 . Tei: 978.745.9595 FAX: 978.7-M,0404 . w%.vw.s:vi.ern.COM DRILL yERDON ST "OLE #11802 FOUND 11"po PLANNING BOARD APPROVAL UNDER HELD y��o OR�EPNS THE SUBDIVISION CONTROL LAW NOT REQUIRED AVE.1/ P� Ate• SALEM PLANNING BOARD LOT 375 DRILL LCC PLAN #11802 E (sheet 6) HOLE „E MESSINA DESCHAMPS AMENTA FOUND CERT. #58896 6 jDETAIL N6�•��2g8 NOT TO fro 95 j a SCALE 4 DRILL 7c HOLE LOCUS MAP FOUND 6$ SCALE 1" = 800' t 2 • h e j5p"E s� pyo �, �'o� „� „ N 0 D 0 c'O 6 e III .7 6� '( EN �•� g$ — � \. �� 1 :. M 0`L S P ENS • ��`' N X11 NPN'P PSEM x%35"E lb� 0 P S L GG P P O g6 \ Ile* �. X55N 5a8 rOp"E � C�o R 1 0 o / DRILLN E 'f R HOLE „� G N 60 20 P / W �p •( V FOUND X50 / N co N6 „� / " "' %0 w z6 - — /�0 i / ►� LOT 205 CV6� LOT 4 Z8e�, LCC PLAN #11802 E (sheet 5) LOT 3 Z AREA = SUSAN HOWLAND AREA = 11,361 f S.F. 129134 f S.F. CERT.#66532 , B>�• Sy goo NOTTODRILL �EN� vl IL SCALE HOLE � PSE / � --_ cb, _ NOTES FOUND — E / \ �,� SS, 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 8, LOTS 20, 21 AND 22. 8• Go\N DRILL .,illi 60.28 Ile. jr �S�. .,7 • \ 1°"/ / FOUND 8.57 �q HOLE 2. LOCUS IS SHOWN ON LAND COURT#LAN #11802—E AS LOTS 206, 207, 208, 209 AND 210 CERTIFICATE OF TITLE 65498 & 65499. z / fia 3j. Q\ � ro R �� \�'' %e1$6,SEM�N� I NN�1 R-49'71 �. 3. THE ZONING DISTRICT LINE SEPARATING B-2 FROM R-1 WAS INTERPRETED BY THE BUILDING INSPECTOR IN A MEETING WITH PLDE ON AUGUST 9, 1999. � v��� 02 �F. 566 ✓ � �� LOT 2 �J , •- 1 6°:1�„\ `so AREA = 11,933 f S.F. �s, 566 G`' \�� 'o ZONING REQUIREMENTS � o EXISTING SEWER oN� PRD SE ��Ptil — �• • °e�e �El EASEMENT SHOWN R p THE SITE LOCATED MOSTLY WITHIN THE R-1 RESIDENTIAL ZONING DISTRICT. THE DIMEMSIONAL REQUIREMENTS FOR R-1 ON "RECORD 96' ! / �'� F �� ���` X9:06 age �O i �L 9 PER , e R ARTICLE V1 TABLE 1 ARE AS FOLLOWS: __ \60 R_9 ,�S PROVIDED DRAWING” CITY OF °'o QROP 95/ ---� �� - 6 JP SALEM SEWERAGE a S� SME j'p ti 192.17' �� —•. � 56 �QFZ� g°E °'�`�° ' I REQUIRED LOT 1 LOT2 LOLL LOT 4 IMPROVEMENTS, S 50 — NOT BOUND PHASE III, DATED ��P �j N83•� 6"Nr �$ (�� ea N661 1�� I I FOUND 3/21/77. — ~ ��° �M.J �1�2 MINIMUM LOT AREA 15,000 SF 11,843±SF* 11,933±SF* 11,361±SF* 12,134±SF* MINIMUM LOT FRONTAGE ---- 60.41 FEET 60.44 FEET 60.44 FEET 60.28 FEET LOT 1 wee MINIMUM LOT WIDTH 100 FEET 63.01 FEET* 69.42 FEET* 78.61 FEET* 65.23 FEET* 0�0; AREA = 11,843 f S.F. a N C * ZONING VARIANCE REQUIRED '� l A o� O' a no zl 0 os+ DETAIL 9�y N• NOT TO o N86'44'S3"W S79 4g „ cy O 2 I II II SCALE 118.05' _ 50E '00/ 2� 0� p 8 43"w `� �� DRILL HOLE IN �,I Q N a _ 1 3 OI �* 8 N BOUND 5 CONCRETE BO o k , F i 134.25' DRAIN EASEMENT LOT 201 A FOUND o f w o 56 27 I ! N W1DE PROPOSE �o r LOT 202 LCC PLAN 11802E N rn j 10 0 �� LCC (PLAN 11802-1 Ri o U, NcT PHILOMENA MORIN LOT 201B LCC PLAN 11802-1 . O LOT 203 cow �o� 130'62' `° JANE GUY Ri LICC PLAN #11802 E (sheet 5) 1 ,T CERT. #45028 CERT. #70827 SUSAN HOWLAND rw 'R HOLE �j DRILL 581-3�3"W 91 C31CERT.#66531 0 DRILL .� ZFOUND cld�9�P HOLE �A� t4 HELD s NOT ��j .0j FOUND .2 0�fi LOT 211 �j LCC PLAN 11802 E (sheet 5) PETER D. PASQUALE PROPOSED e�` � ALEXANDRA M. ADAMO — ACCESS CERT.#68875 EASEMENT eaAe° N ' AREA 176 S.F. b, PLAN OF LAND 504 (o I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE Qi 1 Y GROUND IN ACCORDANCE WITH THE LAND COURT eda '2p g THOMAS CIRCLE, SALEM INSTRUCTIONS OF 1989 ON OR BETWEEN AUGUST 2, 1999 P��HOFMgsSq edge °f pOyemen 5°`1/ • , °f SCALE 1 = 20 JANUARY 7, 2000 AND JANUARY 7, 2000. Q GAIL s� `Hent S$ o L NO-35043 35043 ,2 6 NORTH SHORE SURVEY CORPORATION � 7 DD o DRILL S7 i ` ` , , 90� �F Ria ��� HOLE .� 4 3�, " _. DATE EGISTERED PROFESSIONAL LAND SURVEYOR FS �IsT� o� FOUND 50 E (978) 744-4800 S��yAL LAND 5 �\Q� GAIL SMITH, R.P.L.S., CALCS. VV DRILL PATROWICZ DETAIL HOLELAND L MEENGINEERING X �y NOT TO FOUND S74 3 60 WASHINGTONST., MA SCALE X43 j5°" 01970 E � ��G 1 CERTIFY THAT THE CONDITIONS ON THE R� •60 978 O ( ) 745-2288 GROUND ARE THE SAME NOW AS AT THE P\ANOFMgsS X31. TIME OF THE ORIGINAL SURVEY MARCH 5, 2004. ��'` A°y �20 o PLAINTIFF: � GAIL G S74- " NONDAS L L. 375° E GRAPHIC SCALE SMITH 43.80, 20 0 ,o so 40 so C G/STENo.35043 3 S /w• •�•�!{' 9�� FFR�'� �``��Q , Fs SEING ASUBDIVISION 21E SHEET 5 #0 A E /REGISTERED PROFESSIONAL LAND SURVEYOR s�oaAL LANas ; ( IN �� � HOWNONLAND COURT PLAN # 1802 1568 1 inch = 20 fL r , +Tt'+ ZONING REQUIREMENTS ' { + ' +,++++ ,',',', #',-; # + NOTES 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 8. LOTS 20,21 AND 22. THE SITE LOCATED MOSTLY WITHIN THE R-1 RESIDENTIAL ZONING DISTRICT. THE DIMENSIONAL REQUIREMENTS FOR R-1 ' ' = ` j+ 'OUTCFOPPING PER ARTICLE VI, TABLE 1 ARE AS FOLLOWS: _ r r' PS�� ', #'+'+'+'#' 2. LOCUS IS SHOWN ON LAND COURT PLAN #11802-E AS LOTS 206, 207, 208, REQUIRED PROVIDED `� �� / +,* t + ' 209 AND 210. �. + +' �,. LOT 1 LOT 2 LOT 3 LOT 4 3. THE ZONING DISTRICT LINE SEPARATING B-2 FROM R-1 WAS INTERPRETED BY THE BUILDING INSPECTOR IN A MEETING WITH PLDE ON AUGUST 9. 1999. MINIMUM LOT AREA 15.000 SF 11,833±SF* 11,933±SF* 11. * * , ' � .^ ' %; +++%% 360tSF 12133tSF MINIMUM LOT WIDTH 100 FEET 60.40 FEET* 60.44 FEET* 60.44 FEET* 60.27 FEET* 83_., MAP 8, / 'a LOT 29 •A2. * ZONING VARIANCE REQUIRED ' ` `�• + + ':'+': # :tj PLANNING BOARD APPROVAL UNDER ++++.+,+ ' -btftPoPPitac.'+`++# / THE SUBDIVISION CONTROL LAW NOT REQUIRED GRAPHIC SCALE z{+++ N F AMENTA MESSINA DESCHAMPS `y s MAP 8 LOT 29 ' ;- t+i',-;# # ''+ SALEM PLANNING BOARD 20 0 10 20 40 ao 296 HIGHLAND AVENUE 0-0 # . . # #+''#+## L.C.C. 58896/232 ,' I ROpasE�PSEMEN / / \ J6�-o ,# # + . ' IN FEET ) SS bg•j�/ ���• �F�p++' ° / Zb 1 inch = 20 fta r✓1114 a 20 % 6362 ' % c,- /,ppm [✓ �' ` �/ / /- .'". �... S / � o tj � 6'!•33 �' / / ��a`; F /�p 1 b^ �,, tV ' r11�' E�,ZN� ` IN `l �. c�p2pw�R SPS / 42.01' 1-1% }... / PLOT 4 0� 61, 561 129133±SF 9.- 0 / � 1113 X30:'- / fYge a 1 / LOT 3 ' 1, — — — — — — — ` ' N F SUSAN M. HOWLAND 11,360±SF /o / / MAP 8, LOT 29 .' `-• ,W / � � � � ✓ MAP 8, LOT 23 & 24 z 3 pp/ 10 5 THOMAS CIRCLE H MAP 81T LOT BSALEM 1 !'` %p� / / \ ,ys,� / 11.71' = 4 j L.C.C. 66531/321 zI RAVENNA AVENUE REAR / f� `�o / �. �� / / LOT AREA = 31,462tSF / BK 8343 PG 34 � i � c? •9• � ,2 / R 49.71. DEED ,,Ag3� '. j� / / / �S ��" 6 j0/ I - 111160.27'W"' •/f GARAGE i� � 1 sE 6pA I ZPs2M �yp'� LOT •,j-)A+ �` `cr 1 t ` R NBA'%•�P i +''' O PAVED AREA s� / 119933±SF O ,'DU,TCRbPP0C, +#, / 5F� Gil 39 QA` L 1 , A some ,Nc ; �� _ _- — _ — �- / N Q*� ' �1 / 3��g1p .000 �`c• _ 19— 21—� �' AAGum SnN�' O I I EXISTING SEWER NBA � �\ _ — — — _ _ _ _ � —_ � • EASEMENT SHOWN — _ _ — _ _ ,� ON RECORD \ _ R=63.58' Dt ,2 DRAWING' CITY OF ? \ - — — _ _ _ _ _ _ i' O ` 6•, ' } N/F JAMES M. BRODINE SALEM SEWERAGE — _ Nb / MAP B. LOT 28 IMPROVEMENTS, \ j� j 300 HIGHLAND AVENUE %i /%//// LC.C. 65239/308 PHASE III, DATED � \ / 3/21/77. \ LOT LOT AREA = 12,992tSF z.� 0 11,833±SF �� �h� ',�,', HOUSE } SE / DISCOUNT OFURNITURE STORE 01 r + #'+' r o�A Nib°44'53'W ' , + , , + , 118.06 ,.s, �„ + ,+ + ` S ' , + , \ , ' , + ,,++ , 4 ,5 010,x/ i ' �; ��,,,,,,; LArrwrN� ' — .. o +''''' ' LEaGE# '' 56.27. r BOARD N/F SALEM CONSERVATION ' '+++++'\+'+.% N81.42 401E N/F JANE CUY N oI a` y ''+ t ' + ;i 'pu�eeoePitro:';':':'+';+'i COMMISSION ��° + ,t++�Ebot,',� +'##+ i34.30'p1NAGE EASEMENT \ MAP 8, IOT 26 Not F Z o #++ #'#'#'+'# +'+'# + +'#' +'+ MAP 8, LOT 102 :O�T� PIN�'�� DR w +++,+. + , # .... , , , - ( NnoE 2 THOMAS CIRCLE F I %,',','++ APPROVED 320 HIGHLAND AVENUE + #�# 10 ,� M W �, i" o� # # +++# , . . . ...#.'.'..''' t ' 13068�"� a L.C.C. 66630/322 W ru o # # ' GRAVEL +'+'#''' ' + +''#+':''' + # SITE PLAIN, L.C.C. 24399/100 X40• w " � '+ +' -- �•4� N LOT AREA = 12,459±SF , ri ++++++.+++1++++++++++v+' ' ''' ''' ' '+' PARKING ` W p #'#'+'t'+'+'''i'+'#'#'#'+'+'++ #++#+'' PAVED ROADWAY Q / % L AREA m # , , M /�j /��j jii� w +'''''+%+# ##'��'#'''+' I O1� 3 j + + O nn ` N ' ##'+'+' +' 'f /� ASO / / / #'# , + , , NOFIA �/ / 9> > /�� / , , , rn �t "�p. /� HOUSE '#' '+'#f#, , (O lv ! , , + , +1� �Oj P ! GAIL s p O '/,O HOUSE % cue• CE '-SAtdiT�#,',', , , a1 2� ' o L. 11 t3 •\1 c k.� DISH.'+','+%++','� '1 b cSMITH ,Zt Cy: 3 ���Sh ���� �/r ,', r' No.35043 "a �iy C A //� ARAGt + 9 apQ i PATROWiCZ -t*'. off' N F PETER D. PASQUALE �% / °iDq ��MFti ,� ++++.++++++++++++++,++++++ + + '+' ' � a.� °Fss�FclsFeR��Q�`` Iv we ALEXANDRA M. ADAMO �% �X10 �-Fyr r "''� , ' ' i s ','+%+ p�� °"� °s , �►� o \ MAP 8, LOT 19 J�js9 GRAVEL N74.3j 'Y+.+ O11RPWG+ # + 19 THOMAS CIRCLE 6- PARKING ` ' -�J 3 ��'o. AREA 2a 9�- .� PROPOSED +t - ' CD L.C.C. 68875/345 -� ACCESS .+.+'+' # #+ o LOT AREA = 11,502tSF o� EASEMENT # + %%,+,� PLAN OF LAND `; C:) : �4r 3�� ` S�4•� +; `+/5°` :'+'t for a site located at 3 \ 325 +++.++ ++f+• '+ P 335p - '., . 7- 17 THOMAS CIRCLE rn j ��3r OUTCROPPING+ PAVED ROADWAY — +' W �'� ' # ++'+'+ ' �°�� Salem, Massachusetts .+ + PAVED PARKING AREA 9 L ++#+ + + + Owner. Nondas La onakis "ou ��/j ##+#�#�+y'.��', _ u:! .++' 9 Bridge Street, Salem, MA 01970 co g / N/F ADAMO FAMILY TRUST / ; � �4. �, % o,� 1a Date: February 7, 2000 Revised: April 5 and 0 "AGE % o' ' June 15 2000 T- MAP 8, LOT 164 , 0 1436 J + ' F- 21 THOMAS CIRCLE ' F �' - , ,`�- ,'+'+'+'+'+' O PLDE #99-32 Scale: 1 = 20 Sheet 1 of 1 Q L.C.C. 70774/363 / /% PAVED PARKING AREA \ LOT AREA = 13,605±SF ��� % # # P HOUSE + # PATROWICZ ,� w ti `+ONITCROPPIN6 /'' O� LAND DEVELOPMENT ENGINEERING J N/F JOHN ADAMO �/ °BF t .+,++'+ + Washington Street Salem, MA 01970 Q / ° +�� 60 Wash ng , S MAP 8, LOT 18 N/F DAVID S. ZIZZA , ',# a + ' �', 318 HIGHLAND AVENUE MAP 8, LOT 17 ,'', G (978)745-2288 �, L.C.C. 11802/49 310 HIGHLAND AVENUE #'�,`� a 0 NORTH SHORE SURVEY CORP. 0 LOT AREA = 15,797±SF L.C.C. 69141/347 - �� a� 47 Linden Road, Salem, MA 01970 o / , + 0- cu ` LOT AREA = 8,716tSF '+ (978)744-4800 v c •/ cu _J LEDGE -MIT NOTES 1✓ IT 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 8, LOTS 20,21 AND 22. PLANNING BOARD APPROVAL UNDER �+ + �,--_- + 2. LOCUS IS SHOWN ON LAND COURT PLAN #11802-E AS LOTS 206, 207. 208, THE SUBDIVISION CONTROL LAW NOT REQUIRED _ =-= `"-152- - - \ ' -- �` ' ' -' - ^.-.'153-:�." ,.��..�• •'---"• �- r E GRAPHIC SCALE _ _ _ -��` -154_.._. _ _ _ ;*i ;fir+*, 209 AND 210. SALEM PLANNING BOARD _ _ - __ - _ _ __ .� '�+� + ......155- � , � � � � ` *�V+++++,. 3. THE ZONING DISTRICT UNE SEPARATING B-2 FROM R-1 WAS INTERPRETED L 20 0 10 20 40 80 -' �� - t - -t5s- -- \ \ + ++ EDGE;+ BY THE BUILDING INSPECTOR IN A MEETING WITH PLDE ON AUGUST 9. 1999. %r -- "' -- `~ -- `t57--, 4. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL FIELD SURVEY \,\ +i ON-THE-GROUND BY NORTH SHORE SURVEY CORPORATION. REFERENCES FOR ( IN FEET ) { f f r ✓ / -- - r "` ' \ \ / \ ~` * PROPERTY LINE INCLUDE LAND COURT PLAN #11802-E. / \� \ . 1 inch = 20 tt_ I � / �� � �' `� / '�� ' .,� .. + + 5. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM (MEAN ` + + +\+,+++ ,� �'� _ 'ss� SEA LEVEL) DATUM. THE CITY BENCHMARK USED WAS A DUPLEX HEAD NAIL ~ IN UTILITY POLE 78/1557 JUST SOUTH OF SWAMPSCOTT ROAD BETWEEN TONY I I / �� `��' �' i ,r/✓ +... '+ ' j ++ \ a; \ ms's LENA'S AND MOOSELODGE ON THE EAST SIDE OF THE NORTHBOUND HIGHLAND t /` S`� � _-162-"' ...- l..++,'+' �+*+ - 'T -,:s ,+ �+++1' } .,ss AVENUE (ROUTE 107), ELEVATION=132.79 (CITY OF SALEM MSL DATUM). ' ++ * TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND AS FOLLOWS: , / t ++++ :/+'+ ; +'+ + 1581 TBM 1: ELEVATION=158.81 PK NAIL SET IN PAVEMENT ' + � /� moo. TBM 2: ELEVATION=133.86 TACK IN WOOD STAKE SEMEN �o ',*,',*+*+*.*+ \1s9� / `I TBM 3: ELEVATION=135.07 DRILL HOLE SET IN LEDGE ,o + \ TBM 4: ELEVATION=156.64 TACK IN WOOD STAKE + + + + OJ1+'*++ • �*� / \\ TBM 5: ELEVATION=158.35 PK NAIL SET IN TREE STUMP 1 r1A2 ` - f r NEVG SH4� r r r I/e�'1 1 �MO� %t ) ) `}' `rc�`� h�� \ \�\\'s, /� �` TBM 6: ELEVATION=156.43 TACK IN WOOD STAKE �' s j/ / �!''�/ .':� TSN6 TO ( `�16?` RiKA=�5T i / � {/ / J ` -o \ I �s3 TBM 7: ELEVATION=162.40 DRILL HOLE SET IN LEDGE '� '' r � h� / P� " •,, TBM 8: ELEVATION=167.93 PK NAIL SET IN PAVEMENT r r r 1A� -` f. "�INi�6iii=fi`a2. > - ! ,�► / �`' / j / `t� / t ,164- \\ _ _ _ __ ,sy, _ * TOM 9: ELEVATION=167.45 PK NAIL SET IN PAVEMENT r! 1A6-- -' ~-- -- - -s '' ` --�r!�ri�=�.�"� ! � / / �05 � � ��1��, \ 11,1 _ TBM 10: ELEVATION=149.96 PK NAIL SET IN PAVEMENT � / F S.INVout='�55. / ---� '( � TBM 11: ELEVATION=143.21 PK NAIL SET IN PAVEMENT - _� -- `" �---=--�, - �,y .� r � r- � / � �ti 165-�._,., f(� �� a. EASEMENT �y� / ,-'" r f /// IC 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S-' ' 4 ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME LF SSf0 6"Sr= 1 �`�`° `` �»tss- -- '" OF PREPARATION OF THIS PLAN. THE CONTRACTOR SHALL VERIFY ALL i '- �,,,• ,,,•�.�.'' ,,,. .� .- � -- ..-J-�,",�,�'��.-S _...-,-. / --- r r / ��" �. -� ..,�, � ,s LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITY LINES PRIOR TO ANY r .- .r���5t �f �- �- �s '`" ,� �5 ' r,'� r/ /1 -' / '' G EXCAVATION WORK. ADJUSTMENTS IN THIS PLAN AND SUBSEQUENT PLANS (IF r r SEINER_WYE' kr ��� �.�._.� J./ / r /„ r '; '( C04ikCTION" 4- 60 f / � ) REQUIRED) SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON 8"x4: 8" - _ / `'` �8„y� VP N-- j ` , r r f � ,6 .- r T +� " ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE ASSUMES NO RESPONSIBILITY TNy �8� �j�` e / R E / �- / F &E=1 69,0 61� FOR ANY BROKEN (OR DAMAGED) UTILITY LIMES DURING SITE EXCAVATION f f f r / r // SE - i J - X62 �- '� - / - f 1 /GF=168.0 { r i �6y�,4 AND/OR CONSTRUCTION WORK. BASEMENT FFE=158. j- { / - ,/ 7. FINAL REQUIREMENTS FOR PAVING WATER TRENCH WILL BE MADE AT TIME ,a / 1.6 15l.' �G, 36 _ r "� { { r / OF CONSTRUCTION. s� lF '� -10 ✓. .- -- - �, r- / P 1a! I r II ,'� "'� / � . ;' 8. CONSTRUCTION OF THE UTILITIES MUST BE DONE KEEPING THE ROAD OPEN ! 156 TBM4 / *-6„ / v' o sat' IN ORDER TO PROVIDE EMERGENCY SERVICES AND ACCESS FOR ABUTTING LAND 155 / ^ / `00 S '. -- O. _" y ��0 '/ ass• \1y� �t / .-,' r- - 'r .f ,f /. : f j OWNERS. EXISTING SM H / / / \ r �� s_ Y ® / S.INVout=152.5 r' o STA.21+13.7 / / / �� \� d / F \ o, �T 3 / /' - ._164 RIM-119.72 1 I / l / ,� f ,./ s�, /�' 200 / } / r- - / 9. DOWN TIME WHILE CONNECTING EXISTING HOMES TO NEW WATER SERVICE M { / FFE=165 / `:... INV-111.79 NEWS H 3 / / J �` `-✓ ( / / 165 �, / SHALL BE COORDINATED WITH INDIVIDUAL HOMEOWNERS AND SHALL BE KEPT # � / J � / � `_ } / GF=16`3.5 / ,- ' ,.� CONNECT NEW 8"S I 1 1l =147.0 / ,/ f / i A "� t; /� { o! BASEMENfi FFE=154.5 ' - / / 1 -16s - --`' " / TO A MINIMUM. TO EXISTING SMH 1 INn=�43. � { ��( t a i INVin=113.0 ' 1 IN oust-14'0. / ( ,- r��, / , { 8 NI !/ T } { r i / u1 f, -Ct � ' 5V --' "1 J / EXTEND 8"WATER MAIN \kill f INVir�=�43O��rry10t ))( f / �; pSE�" } j t / t �wP(��t // / / / TO PROPERTY LINE NEW SMH# - / / / / / / ' f• J V I ��, { j a a/ E 1 oINSTALL RIM=132.5 / 1 f f �o� BLOW-OFF AVALVE t } \ RIM==INVIn=127#5 f l / / / �. � /r8 ^d ;/ ( t ) } { / / / �% } A` } �`' \ �. INVol�t=1`16. f f / / f 1 � 1 { f � 8"W ,- / ' GARAGE \� p // �4* 1 / S " S.INYoutT149.0 } 0 j tto't �� `�,. `'\ \� NVin=t27.�(frb IQf1)/ / {• °� ,' { , 6 S��, / / h I { EN ( ` INSTALL NEW / ro WETLANDS x Ati, } >1 a o 8LF '��- ,� }i \ '� l I I / / ! I a ," { I 11. -� " / y E '(. . HYDR V VE -Z 40'7M / ', + TRANSFORMER o \ / + \ \\ i ) I ( r �p5 0 / S d t / \ / \ / / f / j FFE=162.0 / 1 t 150 { i ,$ tEDCE'+'+ BOX N 25LF� ( 1 / ! \ �, \ ! / GF=160.0 I I �,+ ++++ \t 76,1� �\ \ 4 2�d�� ) E` er �! : \\ > \ \ J I / / i BASEMENT FFE-151.p r ) } y ( .�+' \� +�* 'mom -s1 PAVED AREA '�� iBM3 rJ ) LEGEND �° f,/L �\ \CO_tCRE1T` +,','ti 9� f I { er ��rt f ��N�' 6�\ OHW OVERHEAD NARES • \ 60LLA2� } I ! - iE�cE+ I o p o �` TBM8 \ \ W WATER IN,I a % \ \ RES3RAINT� } i l I I I I I ) A + , , , I 4 /SF` / / dF e PSTN ; V I c^o \ \ S SEWER :_ ( *+ 12'TREE `` t WSO WATER SHUT-OFF VALVE TBM TEMPORARY BENCHMARK Fri, 1�� �� e'TREE v, _ TRANSFORMER \ 1 r,�c a , Noe QF 12PtNt BOAR[ '� "TREE Z e� INSTALL NEW SMH#1 l I 1 1 f{1� ) CONCOETE\ ® \ \ \ I , 9 �� F� i }/` i �` APPROVED. I J { ` ( �O / PROPOSED \ RIM=124.5 ) { { {1 \` j I COLLAR \\ \ \ } r 1 ' �` \ �` . E .0 ,� / �� t \ / ` �i ROAD EXPANSION ; j INVin=119.5 I ) .`� RESTRAINT $ I } i ! { ©. 15 { I { I , i ECTf�IC, .� // \ SEE DETAIL ? I \ y INvout=lls.o -f- -L1 ao } { I �' \ \ UNDE ��ND v �� } } I HONE. CABLE \ I / SITE. �N. TBM9 \ } , s.INvout-131.0 I / { I s'TREE ! %j� v, / ,- / / ly PROPOSED I I I { 1s' SILT FENCE ) L l \ , } ` } } { IFF - .� I I I } W } 1 , I { 'UNDERGROUND `� \up EROSION , \ } I j 1 GF 1 '736 { I I I \ i} { " { TELEPHONE. l ti l noo HOUSE \ ELECTRIC. `� , � 5� HOUSE � � � DISCOUNT FURNITURE STORE CONTROL ) I `!e yY f s } 1 i / { t >, I } { { ,LOWE ��I=A\l 44 WA I v a% 4 TREE TELE HONE SEE DETAIL ASYI�I6 EWER , BASE EN 36.6 ., S£R�C£ I4i { CABLE TV + + , / +�t / AIN EED + , +ASEMEIN7 HOWN } I "� { { } } � I ^� � { M F i / � /i I I�' f -` FROM EXISTING i t t O, GRASS 1�RA�RCOIZD } s i I / I + LEDGE, NG �C�T� OF k f I { I � UTILITYPPOLE, .LEM`SEW AGE 1 f �� ; t { y5 'a ' t I p �; 1+1+t FFE=143.7 / IMPROVEMENT ,+, ) - �, �' M w ti�� ` \ 1 GRAss I +++4+ I ,+ ' 1 GRASS % 18 STUMP , , + % PF"SASE III, b TSD} ) } } } W M J ► \ } t / } 1i `--- - \ � I I * +I{+* `+'/ 3!21/77. , E, ��6� �/ } fi \ f {ps \ N /,LEDC _K ! ` 162! 1 I \\ \ ` i �/ d �{+ +�y�:l++j'* * l"TBMI \ \ \ ` `l;F.. 11• .+, �_� t 8 '++' 1+ �� 1 20'TREE�t 71���s j \ / -^ ss CONNECT NEW 8"WA ��,,T , PI6POSED SILT ( o EXISTING SEWER \� -~ " �,/� / `. ``� ' I?/ f +n ,,TeM2 \ -�.,i 1 -J F£NCE SRO ION ORCE MAIN FOR ` .' �6r`' - 1 / '� r --' ,l ' MAIN.TO E7CISTING E+ ` \ '\ �� r / I / ( ` 70 ` -' � t6 '`y, .,, 164.., ""'- +1 1�1• '�,��+ :'l'✓+' /� '•✓_!` + f` 'I \ } z } I { CONTROL LIMIT I z TBMI �s ` 1�THOMAS CIRCLE 7'SR1MP y ! r 1 -GR S�°s�• '�°�,,.r� s', � cY , l �' IN,S7`/ L-NEiIVa&" T I ��`� t,OF WORK LfNE I } MIGH BE REQUIRE i / ,{ /�• -`,- 1623 ,� �• •.�- .� 1 -_ !4" r� nes ts'x1s'xs'TEE T� .. r ti' p� -. `' -.. `�.► !4+/ ��`� EXISTING GATE BOX � f } w TO BE`RELOCATED / '' / -`15`x-- - J+ ' ,� ,,•` ,f ✓ s` t� " o E 1 1- ' f 1 1 { { { a j// '' 4 1 //%'ice, r / s'� - ` - 1 ' �. �, ° •� \ / //// . / I � / + l,r C"+ �P .10 ;� EXISTING 8"STUB ` \ j ` / / f / .-158 16 'e '`\ \ i f��/ f� n%. •�1 P THREE WATER SERVICES 1'� `� .` l \ { I { r ( 1 % 'rv, \WELL �. ` , j j j / '� s �/ \ e i /%,I`+ f*,y/ y ! o��° r SHUT-OFF VALVES co eO / \' ` } ' j ' \ _ °_ ' ` ? j/ •�/ / / �' -157- ' `� \ \� ,r /,' /`,�'�® r+*'Y / `�r % ,. z;' u I :r C) Y ) 1 I I I % s F+� , l //�% HOUSE / -_ ! J \ `I ;. y BED + _ j j' %J'f' �,+ yE�`o�� , ' `� PERMANENT PAVE T rn / JVNCTIO�t do \ ` j / ,� / /-� ! , 1 , /, /`j�+ F r �� ``� PATCH PER MHD HOUSE / \ / / / +'�+, + '+SQA 7 J r /I` ti* / � ,� SPECIFICATIONS 7jo // BOX se� FOGS.\ AAS \\ / / ./' r 1 156 DECORATIVE 11( it/ ✓ + 11 a,L A P C) \ uP - '\ �,\ yF,� a ♦ CONCRETE / / r r ` + \ rnsw, �f + / // r � ,�+ �'I+ +��/ ,/*+ / r�✓� / �° 1w of ids .. ti v v Co CT rQ // I/ r ,15 ' ' f yI- { �r �f, =j // E p� s,���. A - TERMI jARA GRAVEL 1�J � /� / / /� / SCOTTIAN s DI ." / t _ i is //° */ / //'� � `j J r / PATROWICZ r' / \ M SEWER MA SOLE PLANTED / / r i z p y' /�r �� ' � °`� / Zz .-J 1i , .d � ,,� \ + , *J, '+ ,fif/✓/f / i 0 / ✓J / / �y E CML+5A 12"ABOVE N3385 8/I:3 INVERT OUT W o r: N � \ 3� s � f � r f i `.....-/ / .153'?.-,'' .� \� W ADDITIONAL NOTES (PER PLANNING BOARD CONDITIONS OF APPROVAL): _ - - STONE ,, as o / I - / s eye / / PROPOSED RET. }+f _ < 1. ALL UTILITY LINES SHALL BE UNDERGROUND. UTILITY INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER. / \o o �. ` \ \ �� t ^ J _r / ACCESS * �'" 5 0 P�0 + 3 _ r _ ,. SITE P �o UNDERGROUND � oa .+�v ! 's \ �- 8"W / � h ,-- EASEMENT � - •r � .� ` 2. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE SALEM FIRE DEPARTMENT AND BUILDING INSPECTOR. t �� ` "`"`s -� h e' �' _ �*/' ELECTRIC. �� $ �" \ "� C h .� ' r u 3 TELEPHONE. �' 3 0 �'"5 s '� '!�- �`+ -- ~ ,; UTILITIES 3. THOMAS CIRCLE MUST BE OVERLAID WITH ASPHALT PAVEMENT IN ITS ENTIRETY. �� r �' / •^+.,,,���153 ' ' \ B "-�. CAP u h `� CABLE TV � �o ., ry �- w PROX �i � ,, , �, � ...�.�`'*,�' MAIN FEED o�2 �,s �--^ .. i " S -r.,�`-.. 7F wA�R 3 ^h /<• r� . M .c e f 4NA �L -- Gn 4. THE CITY ELECTRIAN SHALL ISSUE A DETERMINATION AS TO WHETHER A STREET LIGHT IS REQUIRED TO BE INSTALLED BY THE APPLICANT (OR FROM EXISTING 4 + ' C Qs . `� ' r `' r TO Q R�gE�S / ,;*' for a site located at U.1 SUCCESSOR S) ON THOMAS CIRCLE PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT. INSTALLATION PER CITY ELECTRIAN S SPECIFICATIONS. UTILITY POLE �� ��� 1-1 E6GE,,+ 7157- _j 157_ S^t�� �' -s -f�►��imj �, ysy '4s. //// 0 7ssZYaF \ \ *-� _ 1 f ° `\ ,,,/ 8 W �J �`J �j 5. THOMAS CIRCLE SHALL BE WIDENED SO THAT IT IS NO LESS THAN 18 FEET IN WIDTH AT THE LOCATION OF RETAINING WALL A (SHOWN ON �jj 4 ss-_ 1�b1 ,' �, ti e , f 1 ( THOMAS C I R C L 1 �� �., V GRA 15 - ••�' \ S �� E.'1"�� � �r/ 1 / r U THE GRADING PLAN), WHICH IS LOCATED ADJACENT TO 310 HIGHLAND AVE. /// ,, \ +' J+� 8" TBMto / ' '�' +* � _ W # � �-�+'� � � Salem, Massachusetts HOUSE �� 'S? -'/ / / � . $ t p SHALL BE NO CONSTR< 6. NO CONSTRUCTION UCTION WORK CONDUCTED ON SUNDAYS ORRK SHALL COMMENCE BEFORE 8AM ON HOLIDAYSEKDAYS AND 'SATURDAYS. NO WORK SHALL CONTINUE BEYOND SPM. THERE CAR IF~ ,/�.'` y I f // ` }rt-' ,�t i'-' 'P� 2 (UNDER) % 1 f /o oFo � / _� ', '` uP �' 1 Owner. Nondas Lagonakis ~ 7. ALL REASONABLE ACTION SHALL BE TAKEN TO MINIMIZE THE NEGATIVE EFFECTS OF CONSTRUCTION ON ABUTTERS. ADVANCE NOTICE SHALL j E ,- ` ` 00 °F ` ` % ' " ` 9 Bridge Street, Salem, MA 01970 H BE PROVIDED TO ALL ABUTTERS IN WRITING AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. / --. - 15 �� / � g o / ,/Q '/ /, / //`�o 11Ns,TALL NEW �. s '+/, r,� y � �, `\QDate: February 7, 2000 Revised: April 5 and 8. DRILLING AND BLASTING SHALL BE LIMITED TO M-F 8AM-5PM. NO DRILLING AND BLASTING ON SATURDAYS. SUNDAYS OR HOLIDAYS. HOUSE j% NYDd�ANT +-+ -,;f y ; - �^ 1�� 1 .lune 15, 2000 / ++ ` - w ti '� + , `� P PLDE 99-32 Scale: 1 - 20 Sheet 3 of 4 Q 9. ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE SALEM PLANNING BOARD. AND IN rFo� #,t; +„rte' ,�' .,i/� Q # ACCORDANCE WITH ANY AND ALL RILES, REGULATIONS, AND ORDINANCES OF THE CITY OF SALEM. / F ti'"+ co C14PATROWICZ 10. THE APPLICANT SHALL CONDUCT STREET SWEEPING ON THOMAS CIRCLE. AS DEEMED NECESSARY BY THE CITY PLANNER. \ , � r %,, �` " LAND DEVELOPMENT ENGINEERING a 11. ALL CONSTRUCTION VEHICLES LEFT OVERNIGHT AT THE SITE. SHALL BE LOCATED COMPLETELY ON THE SITE AND NOT ON THOMAS CIRCLE. j> % +� 6 Salem, MA 01970 o \� ' 60 Washington Street, a (978)745-2288 12. THE CITY'S CLERK OF THE WORKS SHALL BE ON-SITE DURING CONSTRUCTION, AS DEEMED NECESSARY BY THE CITY PLANNER. i c r� ca J HYDRANT CROSS COUNTRY (MUNICIPAL STANDARD) 4" LOAM AND SEED UNDER PAVEMENT EXISTING EDGE PLANNING BOARD APPROVAL UNDER BREAKAWAY FLANGE OR APPROVED SLOPE OF PAVEMENT PUMPER CONNECTION PROTECTION SURFACING OR RESURFACING 3' FACES ROAD AS REQUIRED. RAISE GRADE ADJACENT THE SUBDIVISION CONTROL LAW NOT REQUIREDPAVED 6" To ROAD TO ALLOW �� EXISTING EDGE FINISHED GRADE T� �, O 20' WIDE ROAD / � OF PAVEMENT SURFACE - i �\ � o o_. ROAD BASE (GRAVEL) ROAD RUNOFF TO j\\\\\j EDGE OF SALEM PLANNING BOARD = �d REMAIN IN ROAD \ R p8 COMPACTED CLASS "B" NEW OVERLAY TOP w c��? EXISTING 3' OR z PAVEMENT '\ \/\ \ / /A /A /\ Gh SELECT BORROW p O BACKFILL SUITABLE TO LOAM AND SEED COARSE 1"MIN. wIF / �/ // R=1 / / /, DEPTH MS �' / / -I- - COMPACTED IN / QO �,O ACCOMODATE SURFACE LOADING NEW BINDER 2"MIN. wiw a /\\ / / / BERM THIS AREA 6" GATE VALVE 12" MAX. LIFTS REQUIRED MHD M1.01.0 mix a EXISTING LAWN /\/\/ /\/\/ f \/\/\ SO THAT ROAD RUNOFF AND BOX $ I MHD MI.02.0 V` �� A� VA 5'MIN. NO STONES OVER 2" :p / / / EXISTING �j//\// %%\// IS CONTAINED WITHIN THRUST BLOCK a.. Gb S III= O nn OO :. \� PAVEMENT \\/\\ \\/\\' ASPHALT SLUICEWAY 8" WATER MAIN & - THRUST BLOCK �Q� V Q APPLY \ " I - `� \ \ ASPHALT SLUICEWAY 8x8x6 TEE "� MIN. BEARING 6 SQ. FT. " e e -(b 2 MINUS TACK COAT ON \ 6 9 MIN..1 po SELECT BORROW CRUSHED ° SAWED EDGES '//\// \// 3"BINDER TYPE 1A DO NOT BLOCK DRAIN HOLES 1r o__ COMPACTED IN STONE �o o \�/\\\/ \\/ ASPHALT ON TOP OF - _ 12 MAX. LIFTS z t I l__ EXISTING 18"x18"x6"POURED CONC. 8" WATER MAIIN a - MHD MI.02.0 - - - - - _ - GRAVEL \� 12" GRAVEL SUBBASE MECH. ° , - BASE FOR SUPPORT o` I I NO STONES OVER 2" N III-III-III- I -) I I-� I-III -I SUBBASE MHD M1.03.Ob JOINT MECH. I h-; I - - =III- GRADE SLUICEWAY JOINT _I I o _ - CRUSHED STONE OR PEASTONE o SO 6" DIAM. PIPE PIPE - D - _ (MIN. 1 CU. YD.) 9" 6"MIN• 18" OWERATHAN"SIDES ..T + + -� LL_ *** i EXTEND GRAVEL NEW 12" GRAVEL SUBBASE TO DIRECT WATER �O SHEETING SUBBASE COMPACTED 98% AWAY FROM EDGES Q Q 4'MIN. 3.5'MIN. 6.5'TYP. �} MHD M1.03.0 TYPE B STONE FOR PIPE ENDS a AS REQUIRED OF SLUICEWAY _ 3 NO STONES OVER' 3" DIA. z O O Q ��0 AS SPECIFIED PER 13' TO 15' TYP. 3'MIN. THE OVERLAY IS TO BE LAID OVER THE ENTIRE 20'WIDTH WHERE SHOWN ON PLAN. MHD M2.02.3 Lo ANGULAR STONE WEIGHTING HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEIGHT ABOVE FINISHED GRADE. IN EARTH (6 GS O BETWEEN 50 AND 125 LBS. CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA " I" LEDGE ROAD EXPANSION DETAIL C500-71 AND AWWA C502-64 RESPECTIVELY. "DARLING" GATES (OPEN RIGHT), "0 Not To Scale RINGS, AMERICAN 8626 HYDRANTS WITH 6 HUB BASE AND 5 VALVE OPENINGS (OPEN WATER MAIN SHALL BE 8" CEMENT LINED DUCTILE IRON PIPE (CLDI). RIGHT) WITH TWO 2.5" HOSE CONNECTIONS ON A 4.5" STEAMER CONNECTION "DARLING BELL AND SPIGOT MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP., TYPE D-508, "QUICK FIX" HYDRANT SHALL BE USED. R.D. WOOD CO., OR U.S. PIPE CORP. PIPE SHALL CONFORM TO AWWA / C150-71. THE CEMENT MORTAR LINING SHALL CONFORM TO AWWA C104-71. HYDRANT INSTALLATION DETAIL INSTALL THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED. GRASSED SWALE Not To Scale SEE AIL WATER MAIN TRENCH DETAIL s' Not To Scale ASPHALT SLUICEWAY DETAIL Not To Scale CROSS COUNTRY UNDISTURBED SAWCUT EDGES UNDISTURBED UNDER PAVEMENT -I I g4 gf© - o EXISTING PAVEMENT EXISTING PAVEMENT 4" LOAM AND SEED SELECT BORROW /'RE " MIN. BIT. CONC. OR APPROVED SLOPE I O = COMPACTED IN SURFACING PROTECTION SURFACING OR RESURFACING _ a� 12" MAX. LIFTS AS REQUIRED. - 8 _ - MHD M1.02.0 1.5" SQ. WOOD POST 10' TO 4' O.C. OR STEEL REBAR POSTS SET 10' APART 3" MIN. BIT CONC. 6" NO STONES OVER 2" WRAP ATTACHMENT LAID IN 2 COURSES ROAD BASE GRAVEL , '. CORD AROUND EXISTING TOP \LLIL1111IM11 1111111 � (GRAVEL) UNDESTURBED DISTANCE \ + . SEE PLAN WETLANDS POST TWICE o SELECT BORROW COURSE EXISTING 3' OR / R COMPACTED IN y _ / GRADE BINDER EXISTING rp '• COURSE DEPTH AS / 12" MAX. LIFTS GRAVEL REQUIRED ;d MHD MI.02.0 ' ;j\\ 5'MIN.SEPARATION SMIN. APPLY NO STONES OVER 2" SEWER MAIN _ //\/ \ FINISHED SURFACE 18" GRAVEL SUBBASE ' 1 11= TACK COAT ON 8 (PVC (SDR 35) CONCRETE COMPACTED 98% SAWED EDGES A o _ f + , j = 4000 PSI SPOIL MHD M1.03.0 TYPE B - 0 . POURED NO STONES OVER 3" DIA. _ /� _ o _ " IN PLACE i/ 9"MIN. _ D D 3/4 I ,'- t I _ 12"THICK \\\\\�\\�\\ SELECT BORROW \ \/ O STONE z _ �- .. X I=_ // ///\/j COMPACTED IN �o o .µ \\�. TRENCH WIDTH - CRUSHED MINIMUM p-. _ CONCRETE 12 MAX. LIFTS :_ 00 d: m = MHD KEYED INTO _-III I +- - BURY FABRIC 6" MIN. MHD ML02.0 \ 0 " �� OTHER o SUITABLE SEWER MAIN , D_ III M2.01.2 N UMIDESTURBED - =1 IN GROUND. DO NOT NO STONES OVER 2" b0 j� UTILTIES Op _• _ Go COMPACTED 8" PVC (SDR 35) - SOIL -III= = PUT SPOIL ON WETLAND _ 8"WATER MAIN a Pcs D 0. BACKFILL i o m I I I I �a`, '� I I-I I SIDE OF FENCE - _ SEE TRENCHo . _ o . _ 6-MIN. .• I ( III 9. t+'+*+*+'+++' I I I A UNDESTURBED Z � °Ll ADO: I- DETAIL I 3/4" o = * * CRUSHED SHEETING � � STONE _ _ - I-, - - SOIL T ES OR -III-IIII -III-III THIS DETAIL ALSO APPLIES TO REPAIRING PO HOLES SILT FENCE DETAIL AS REQUIRED MHD I I- / EXISTING PAVEMENT SURFACES WHICH HAVE LOST STRUCTURAL M2 01 2 —I I -I I 1=1 =III= Not To Scale 3/4- PAVEMENT IN THESE CASES, SAWCUT AND REMOVE DETERIORATED 3'MIN. PAVEMENT AND SUBBASE. INSTALL PERMANENT PAVEMENT PATCH SEWER PIPE o . i CRUSHED PER SPECIFIED THICKNESS ABOVE. 8 MAIN D STONE IN EARTH 6"LATERAL / i MHD IN LEDGE INSTALL CONCRETE COLLAR 25' ON CENTER FOR SEWER PIPES WITH SLOPES �� / M2'01'2 GREATER THAN 15 PERCENT. / PERMANENT PAVEMENT PATCH DETAIL 3' FLAT BOTTOM Not To Scale SEWER TRENCH DETAIL 3' 3' WHENEVER A SEWER MUST CROSS A WATER MAIN, THE SEWER SHALL BE LAID Not To Scale CONCRETE COLLAR DETAIL AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER PIPE IS A MINIMUM Not To Scale OF 18" BELOW THE BOTTOM OF THE WATER MAIN. IF THE ELEVATION OF THE 3 � E - SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT. THE CROSSING SHALL BE DONE IN A MANNER APPROVED BY THE CITY ENGINEER. WATER AND SEWER IN SAME TRENCH FINISHED GRADE Not To Scale HEAVY DUTY FRAME AND COVER HAVING �/ // // / �/ %/ '/ '/ X/ �/ �/ \, MINIMUM INSIDE CLEARANCE OF 24" V�VAA VAA VAA VAA VAA VAA VAA VAA VAA VA�VA VA 45' Y BRANCH PVC STUB ,, PRECUT OPENING WITH RUBBER \ \\i\\-, \/� LE BARON LT 105 TO BE LETTERED "SEWER" BOOT OR CUT OPENING IN PRECAST USE LOCK-ON TYPE PER CITY OF SALEM SPECS. \/\\�\\ �\\�\\/\\/\\/\\/ MH BARREL AND SEAL WITH 6" LOAM AND SEED NON-SHRINK MORTAR ^ 1 AA p D SEWER MAIN .., � . CASTING TO BE SET ON AND COVERED GRASSED SWALE DETAIL PLANNING B�r INFLUENT �1.• WITH FULL BED OF MORTAR Not To Scale DAM: USE HALF OF A PVC PLUG, SOLVENT WELD PLUG TO PVC STUB 24" DIA. ` , ADJUST GRADE WITH COURSES OF AP P RSV E� Q PIPE BEDDING z a k BRICK AND MORTAR (3 COURSES MIN., 5 COURSES MAX.) SITE PLA14 III _ N - " BITUMINOUS WATERPROOFING COMPOUND (TYP.) o I-III WALL OF MANHOLE 12 �,' TWO COATIS OF BITUPLASTIC NO. 28 C) :; O.C. MANUFACTURED BY THE KOPPERS CO. AND 0 45' BEND - s APPLIED IN ACCORDANCE WITH THEIR �! r' = INSTRUCTIONS INSTALL CHECK DAMS 25' ON CENTER C) I 5' REINFORCING SUFFICIENT TO WITHSTAND ��H mf v < 3 6"MIN. w H-20 LOADING uj DROP PIPE DIAMETER raowicz a �R / / I STEPS � �u f SAME AS SEWER MAIN _` > •I• \\ \\ civet. R - GASSED SWALE , Q \ e .masse SEE NOTES MANHOLE TO CONFORM TO ASTM SPEC. C-478 SEE DETAIL O° O I (� clP v W \ O CNo�o 0 - (4000 PSI MIN. COMPRESSIVE STRENGTH) \\ St At V ►` �� -I �O-RING RUBBER GASKET JOINT (TYP.) \/ \ 0 FIRST POUR TO HERE CONFORMING TO ASTM SPEC C-44 C° THEN T T 5" MIN. 'I. BUTYLE RESIN �� \\\\\' '° _ - - o- EN ALLOW 0 SE -I x _ 5'MIN \/ l SITE PLAN rn ONE DAY - 5" MIN. /\\ N — �. CONSTRUCTIION DETAILS M 90' BEND INVERT o a RUBBER BOOT CONFORMING TO ASTM `\\\\\\�� �r m SPEC. C-443 PROVIDING WATERTIGHT SEAL rn TABLE 2% �I = _ �_ �•• � Q� \\ \\\\ F for a site (located at y w - { 'a CLASS "A" Z SHAPED (CONCRETE INVERT �/-�/ ' Q \//\// N -j CEMENT CONC. _ CONCRETE -� { s "A: \ ' \�\\ 7 — 17 THOMAS CIRCLE 4000 PSI _i I I-III= o '1 CLAS / \ \�� Q O O� , \ oZ O U ( I o • o : .-` .v v. .. '. o o. •.. .v cli p 3 MIN CONCRETE NOTES: \/\//\\//• U) = ',D _ ' D _ D_ 2 D D " 1. USE 4.0' DIA. MANHOLE FOR PIPES 24" OR /\\/\\/ o0V t g _ ice, Q _ I - 8 MIN. DEPTH •: ,,:T LESS; 5.0 DIA. MANHOLE FOR PIPES GREATER Salem, 3 4"CRUSHED .. Massachusetts o o o m o / THAN 24 . o -I I� STONE, MHD 2.STEPS; STEEL REINFORCED COPOLYMER /\//%/ _ o • _ o _ o _ o _ Q Q . o . _o • _ o . _ o . _ �/\ —I I _ I _ —I 11= Owner. Nondas Lagonakis FT - ' tz D M2.01.2 D _' D _ ' D _ '�D _ D _ ', D_ POLYPROPYLENE PER ASTM, LE BARON NO. �\ I I=III �RIPRAP CHECK DAMS TO TO SLOW VELOCITY DOWN 9 Bridge Street, Salem, MA 01970 - I II = I I�_ II- I I I _ - _ L115 OR EQUAL. OF RUNOFF WATER TRAVELING IN GRASSED SWALE g - 3.TABLE AT 2/3 PIPE DIAMETER. _ _ _ FIRM STABLE 12" GRAVEL SUBBASE USE STONE FOR PIPE ENDS MHD M2.02.3 ANGULAR Date: February 7, 2000 Revised: April 5 and -�i I-III-III-I 1=1 I 1=1 I 1=III- SUBBASE I I =I I -I - I = I- I I= COMPACTED 98% STONES BETWEEN 50 TO 125 LBS. dune 15, 2000 MHD M1.03.0 TYPE B W FIRM STABLE 6-MIN. DEPTH, 3/4" CRUSHED STONE NO STONES OVER 3" DIA. PLDE 99-32 Scale: 1" = 20' Sheet 4 of 4 QSUBBASE MHD M2.01.2 SEWER DROP MANHOLE SECTION CHECK DAM CROSS-SECTION DETAIL N PRECAST CONCRETE SEWER MANHOLE Not To Scale PATROWICZ Not To Scale Not To Scale LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem, MA 01970 a (978)745-2288 CUJ 1. I- _- __ ----------------- - -- ___ -----,--- ___ _ _ __ . IIrl .--144 ,�� -- ,� - 1 r ,(� i - - i.-•-� �'c:ti- -- - -•�\•. B 9�\. `�\`\a,.z6 -r :�t'\ LEDGE ,136.06 // '� �i-, � 0:81� � i f y s j r v .,4 Je . t47� =- ` \>r `ar4s.z�- \ ,/;/ ;x, \+FF t e ff 1 } ` ;'}a '� I f rt i3`:`; ,, PLANNING BOARD APPROVAL UNDER _ -- =" _ '` 149 J+,dip \,` -I a� ` + , �� � J`i 1 r t 3 �� !1*' /' C'it I ' `�� ,'�'. THE SUBDIVISION CONTROL LAW NOT REQUIRED _ u - -. "_a� < t�, 4D - f-152- \\\ • ,49.44 �'-/++ t «+ , !�Z✓ v �i�;lj'II I 'w.'e - a lr�+ a�lstsy. + �:. //_- y`` ".t ar kt. GRAPHIC SCALE _ _I �__ __.. =% ,a�52+ E . t f1--,r, t ,�� , , = , ,, �- 20 10 20 40 80 x2.49 -153--� yy 5369 75..E=' �e saf ++ la ,9 t � ^� f ya ..j' f..� t r t`}�. ` . SALEM PLANNING BOARD _ _ __. , � y s -� -155 x, ` , Jt'r�3` / i:/ i� I 1 ''1': �� -r I t �t'�,�,._ `r lk +'+ 3 , k!z4 154.3 [( `\ k / +,53.29 ,-„� i .+••"'�' S.7.1„ 3 �\ +t 5y.169 +�t '♦ /i ! i e,', t e _ i -"' 156 '' ssas� a.t`2 \ ` \� LEDGE+* ftir f s 4 r1 �-\I,'\s �\•`. -f,i. 15+ k ':: T �_ �! . .� r _ _ .- ,. S \ 'a + + /j I k P j`' ° 34 '� [i1 i tit 1 \ �i ,153 5 ✓ _^ ��. +�" -•477t1r6- '.r' 157.51'� � \ `` . + !.r 1 i- i L 1 '`Ly ; '-3,3 i 6t ( IN F•I •r ) / A' r _ -157 i s�3+* { l \ \ \33 i5 ,!.r f i "- - r i /'�" •e /�1 -'tea 7 'Y* 11 ,t ' I i,i' , 1 l s !" 5,\�- 1 } ti. -- '-.�_~"~w t Inch si // / �•"\ r'� 1588^D7SiPa 158-72 \ ` 154.91 \n + i+ / -1 fl r t.r�� {{ - I \•. 111 v.L i _-: £j •f1 ` t'{ -11 1 `I 1it 0� \\ 1 lilC11 - 2D it. +152.50 / , / T \ \ �1k 3 ``R' 1, 114 5 I.,//+ 1. `�t ,I /%I P9 t / "- -•~_ / ""` '• _./��� 157.,6 �"` MAP 8, // - r- ._ - 1- i , f i l 3-111 1- _ ar !y }} ' / , t \ ,,/,C I .�' / -,, •--„� \ .., 7.86 �+. \. +"i;53'7 i '1 r + 1 %i ky " ,- 1 I~ t �� ! _ � ��_r mss,. \ t / /// �, �!/! �A`'i '� ,,,sos9 \ \�r �' o\ > LOT 29 ! s; > y, ,, g, �`` \�� ; �� !�'r '� �, ', _� -t - / \ / 11 f I f / I j 647....-.r<` + ++>\{+ , ��•.„ \ r ,1•! ! [+¢ _ z', -•� ,#.. �* -�.,1 •+✓ ,".."� " , � , i S /" �Y'. s'' ,s + '+ + ti +1x4.29 ,:1. , `v l k i �'� \ -_ t,� .y. ..� �J j 1 ! , / / 7s: `I6i�/ t� e°o3 \' i1B �\ \,S ]r f,�N 1 L p x 'r� ' :� �Y a \.f t t� �`r eJ* 9 .-.:162.24 \ ,k 4 / •'r; P /'1' - t t r. �.� _ r I \ / / � / / / �/ z +'+T + '++ ,se.D 157.12 \ \ \ 1ti - +� i ` i J i, -_c ` - '0 4,�+ ��I `.: - t ,15f,9 1 y'`•���{s'ifi1.,9 ++% '-+' ::�'\ -� I ////I, _r�}jy%,, � G 1 t [{y��� f ` .r / 15 ]/ \ �4.-+'_' `,O ` \ �. ��,-` ii ! !3 -/"ti-.�.--• '� \\�� 1 i.i i} `ly,; i�r .I `o �`El - J. J f f" �/ -. /' 9.9.3�� i//y/ ( t, ){57.93 1S _ Y r 74433 1 . f'� (- ��!' F. �..n E! l�Y.�t''�-�"y✓ ((-' .y �^h ✓o ! ,16 / / ( /7 as r!� ✓ t r "^' + «+ + + � - `- �- e { 0 s v1r4' ?.t3, j/J��. I y`: N \� tf(�,1'::, _.i ,��l �,, _,.:�_. �_ t f i^' ! `/ ,', + + �--- S ,154.27 + t i 1 S l �`^ ( J% ,�-� ^.."^. _..il_ "'�'`; ( / / r•• / /-r - ,,. ..-162 \+ + t DGE\. j' e z� r 1 �-- - _ , \ LS`Y' .:... ��^•� `a / / / / / 1C r -,. /+162.08 i,t40+ _; +'" ,TM'' ++159 43 ( icY.y 1$ '�\v .{i 1c `c r r' 'tt `� P j I I \ / 156,61 \ ti - ,�. r ,�`'�[',''�•^�S -�, 'r (f / r / / , - 65 ..-,44.86 � +161.64 � + +` ,}+ .•�. .` s .� ` \�� ,1tit• -�. ~/ ,,iA.- % r�• f } 'P✓-' r/' '�: ``•\ i ' it,%7,- 4 `5•,• _ N/F AMENTA MESSINA DESCHAMPS r / / -' / / 20 15'. \ I 'S� r'+��', - �_ ,I .�3 ,! rr \- j t`%/' �. /` TBM7 ++, +� t ' r \� tom' MAP 8, LOT 29 f \ /f /j �,(5F69,� ,57.92 f .-+ '+ + .2§ 1+17.51 ^x \ �'�' ;MA E # \ � »--'�` , ° �/ / r^ ,. ! ✓ + + , 0.39 158k ' U +/�. �ts• �4 4i]j ;, 4 45 �i \\,�� i �� :t J�296 HIGHLAND AVENUE / '` /) f' 154 '' "` ,,.157,0 I / i ' , 8.49 \ \; �`., \, 'r f t , \ ' c,f ,'if,,' ,.,\ r +.�.139.73 /. 1 5.29!�'` / f 63 6< �'7� f \. % L ,,.�J- rl1' t ' ; 1 k I /�V ''f . . '�-- L.C.C. 58896/232 / 4,.y- '�.,- - ,// _/ /! 4 8>/:` I I �� {62 72 _\+,6D t --, `}=[ � \tom T :�`, r,_/l i l/ } �4 ` o f f /r. (1 %'38 1 f ,56.30 + `. ` •,\ Sr•t t ' \'t f tit�� \�-. >til"' / Lam' `5 , •/1�.�_.�. y' ,159.66 c ,j� y �.�':�." 't l `'�:. �`" G_1� ✓ - 41.B9� \ /: . ._ -•„/ r•,. -/ yr 0, 16 '+t,' ^ti. \� J9 }1 e , £:" A, t �7 \'s, �-� f=. I'�. % i +1417 ,�,,, tL. �..t / �, ,/' / / I ./ Y` t - -L�t�..�� ,- f 1. i r� - -t „� � / ,., _.--s // / f. ", 9 ti+ 1 , ' �\ `�. .,7 `� t:•,:s^r_...=_. tti. 1\ \i- \ - r 7 1 r---..! , ry / •qa � _ 11'1 , ++ // A t lk \ L- 1 \ �-�. ✓ / / / / , 471 \ 1 '!! `\.. x,142 / "` �+ is sa / / I / / / / �r d 56.43 t }61.73{; ',' + p� \7 ^,v,eat \ _ (J� i G, rj� r ` 5 i �\,_r%\\ it rE \. t�: / '<.,• f�� / ✓` 155.67, ! I ' ,6364+ \ 6` y� /��/J/ ` rf r- l �+ / 1�t r,4i.,0 f4�fi/ / / "� x,58.48 1 +159. 5 / t/ (62.98 zj 64.78 \. /� �� / !?=;1 \♦ •; I 1s»,,,..ti. �i` �-tl �. \�7 V'• �••! t�`ry +t . ; _ - f. 162.15 ,63.83 2 `••1/ - •'-�'� + t O I ••� -- y- ./' ,,- �- .S''00� ---, _p ` 4157.42 'i. -y ! i.�� I'"Itz. + R.s :/"��"\�-.. \ ,. / 1A3- `� /'9 r r 1 1n T8M6 ..�, ` ,\.. , +S- 7 r f 'k' r 1 f-;..� \ \=I wQD / ./ • _" r- / ..1 / o.s, � 1sd-0,,yi-r 3 a\ ✓.��� i_ � r` `./ \ �.� ...� �-. -- -� / /- J /r � •''i,155.26 1 7 d ) 5 ! 163.47 $ X162.11 -. " 'y �m �' /•'L , \>- 1 l ! i..,n� 'j t---I'-- w / / IAA r r �'� / ti/1 O, �'� K-/ t � / ! f f fiA *5 -�. \ 3 2:f t 4 ,w' _ .3 _ti i ! ���J t , / f-V• ,,..-� �- ..�- .� ✓ 7 161,3, 16473 '+ \ J c 7"� ,142-,6 / \ / r f 16501` * "ti. �'6 ae�.F''� /r i ..1.1rCr 'l,_ �` \ - O� ��� .� ..•+• / .� rr 154. 9 +156 158.97 ! \ a "^ s ;�. ,p •.-f , L '��.f�� 1 / A5 - �.__- r - �-- •-_-• r / / J7 64. 34 a 8X, \ r i t. ;.'\\'J L iS C� fes! f\� t3'; i x9.5 T 1 �t f.% ^"��} `may ., „k,\ `%.. �* tom , 11 1 �\�� . ��i` i -- .'� . ply• / / / r �165.2a O (� t '{-a ., _ s �/� F a i \f \ ,- Q / ` \A6 146.6,7 __ -__ .... ...� �- r-,- ..-• ^' l a`'.•. '` / ! �r j 163.05+ +165.44 4 , 4.83 ,164.35 t - \�`:,\ vl:�fi f I ♦ �� - g --i!s•� J I 4�, , IIL.^� \} / / / / .- -_�_ '� r �`% j / +,s5.z, }a,� ,6o.n ,F /1' 1g�i , 1 t i` `�� �. 5--�� !1 1\ �f / / / / __1 A7'~� r - r•--^" -:--� �S..n,� f�,! 2.69 . / ' +154. a ^�0 ` r� / tes.a, �1 ^�•._1 •_•_... '�' -' /'� 0 1000 ts -^ -- -- �.,,:: „x6.12 +,ss.7o 65 �, LOCUS S -1 .11 / / / ,,•- _„148 .. ••--- '- - -. -- /'-s '_- ..r r -£�"" „e"1 15*« ,56.33 - ! / +,9/ �(a -1_5 ./ ` / / 73 t AZ"`._ / / /I /• ,•- 9! �_ �• ••,.- e ..^^' �,, _. _ „-...•,,,,. / � /, BD 4 ,, '.•" , 362 //..... ay C, +16,52 +165.69 T _ GRAPHIC /r I/ I'll ✓ / _- I _, __AA O �,. 's --- -. •� '^'- /05- ,-`} x"'154.35 +155.53/ �c1" l/ �•�,��, ,f -% 66/.166.08 166.06 \ � SCALE: 1"- 1000' SCALE +743.04 / . 1as,y! ✓ / .+''-15 ✓'"'_ . ` ...=.F,�.,.- \...-•" / ✓ r /' / .� JI+ts3,5 9\-166- / .,/ .s' . ✓ _ ...•- ✓ N _ _.,!s, t54.YI� ��.I ./'� / 159 2 p,T 1 ✓ / 1 / •/'"r• / _�''� / . ,_, ,.15 ! .._� -"- _,�n11 y - 11 / f "/ '%'' / / ✓' 5.63 f+ +1 6.24 I)ISTWr ,-I -- � � �u,�--� / /� / •..-1- _ Y �'�� NOTES /- / .' / /' „/'' -'` nh`� s ,�••�,/ 5 ,Sse +,�9, ✓ so 3% / f 66.24 66,92 66.55 / /,' ,,, ,/" '� ', '12 `r' .�+ /e"�R, „-� +,58.3 / / 167.42 �y 167.05 /..7�,�'--/ �,- '. /-/^ ,,--'1150.40 / ''�,+• `�,"'1� �/ w+` ly'....� 155.78 , 5:3'Y�.r+• / _-.115,11, r;'- �5 _5 / +,63.74 , + .11 / 1 / 1 t "` 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 8. LOTS 20.21 AND 22. ( � / ^,,• /'"� /'�''.- / -,,.-. ,...•-'-'• „-.. __ ,,,, 5 560 0, w ~`156 -- .,..+ ..+ '/ 1 I�Oy/ ,60.19 r/ / / ) / � r^' , T I' .,/' „ / ,,i J / \� _ +156.7 / , -... / "-- 6163 B 1 '\ / /, / / / ,.,.. �•-.�. -..�•-. .•"" ,..- / /[ /' / / 167.2, 1 ' 1 f/ { / ,.� �•- �,,,,. -- � -- ,55,52.�•^d-� - •- �i- `,, -- ,(��%,�g,�' �-.162.30 I / � � --f � �j 2. LOCUS IS SHOWN ON LAND COURT PLAN #11802-E AS LOTS 206. 207, 208, 1 +,a✓1?55 J ` � 1/ +1�9"`- '__ , " f -,,,,.� •/^fes / - -� O / '159.51 15 - �/ J / 165.78 ,166. � '� �• f I I 1 // / / __ / / ti +156.9 - +156.61 - 1 / / �j1 ,t6't / / I ,6 8529 �.-.^sF'' /J/ r 209 AND 210. 1 1 ! J i .' --fit , 1J X6.96 eA I f 6200 ��/ / ,6 7,2 "16 - l -3 / 1 1 / / ! f ,,� / ///1+` 57 S -`L�� •�- ,-+,58,2 „58.62 �, ,` 3, l / I / +,64.68 } ,� / r �3v` / 3. THE ZONING DISTRICT LINE SEPARATING 8-2 FROM R-1 WAS INTERPRETED a 11560 1 S +1 I " '_ /j 1 J / �,/, ,f'� /158 55 �/ __00 ~` / �. -^-- '-_ � I /•-, ,1395 / ✓ ��- BY THE BUILDING INSPECTOR IN A MEETING WITH PLDE ON AUGUST 9. 1999. 1 / 1+,4112 \ `\\1� /� ( 'S',� I �'6-° .�^'- - /f „�•� "58.55 „r J• +158.3 -'' ..-- '6 75 I / 4. PROPERTY UNE AND TOPOGRAPHY PER ACTUAL FIELD SURVEY )1 \\\ 156.64 TBMrj J ,158.15 / I 16 6 .i�" Q49.93 1 / ' / ' -_ --' "� / `-' r / ../ / +163.9D / ,677 i<s1"'�- / 1 1 I / 1 / / // t 4.38 ��N `�,�p 1ss"` T M4 �' ` -/ "' rod I I ON-THE-GROUND BY NORTH SHORE SURVEY CORPORATION. REFERENCES FOR / / 1 �, /f 1 N/a. r �6. --15 "5'.'3 ^� +'56.41 /,16066 -' > f r•, / ,6,92 f d, / PROPERTY UNE INCLUDE LAND COURT PLAN #11802-E. ,,,,,... -•-^ ,• 161.96 -,•- .-• ..,-• .y%" 1 Ftt y 1 / / \ 4' ..,.• `$ \, +156.6] 1 f / _,,.,._ // f "�' �, / +163.61 .+'•• ""'163.98 / f ,6763 / / +169.48 l / / / / I/49 , - �I'099\� .& y '2 �'\ \ / t +160.26 +151.79 1 / +'6340_ .,•._ _ ._..164 l � / 5. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM (MEAN 9 N +154.60 I AI F s / / / /, , 1 +169.50 SEA LEVEL) DATUM. THE CITY BENCHMARK USED WAS A DUPLEX HEAD NAIL 1 1 ! / +13 4 / / / / /,1/ l ? \ 1 J ' f 1 // �•---165--- r+� /-'- .."i / C 1 / / / / / / �a6 88 �49 85� i � } 60 00 / / / // ' 65.22 *65.65.' 166 4,;�."__. N/F SUSAN M. HOWLAND IN UTILITY POLE 78/1557 JUST SOUTH OF'SWAMPSCOTT ROAD BETWEEN TONY N/F CITY OF SALEM 1 / / : - 0 1„52.,6 \ ` / 1 �� / o 63.39+ / �' -�;67;e -,s6 _ _ .-' x'67-3, / MAP 8. LOT 23 & 24 ^- /14 6 ; . 15744 1- / / �( / ,_� 66.8 ,\l S --` MAP 8 LOT 29 LENA S AND MOOSELODGE ON THE EAST SIDE OF THE NORTHBOUND HIGHLAND / / ] .� 166.83 / 166 95 MAP 8, LOT 8 1 / +1357.66/ / \ / / 1416"y'49 R I ,56,1 \ k ,Lll3.90 �' 15 87 J3 1 =, f i / f ! r-' �' f + 8.92 J j / / ,163.58 ..-•-/ ''66.88 sT^--- - -,.,j ,^168.15 / � 5 THOMAS CIRCLE AVENUE ROUTE 1071 ELEVATION=132.79 CITY OF SALEM MSL DATUM RAVENNA AVENiE4FAR, / -' l ,,49 , 55.27 ti ty5 „' j ( ( )• ! ! 114 t ! , \ \ ' ' ` + t / +167.68 / 6965. / , 6750 54 / 1 / L.C.C. 66531/321 DEED BK 8343, fPI 34 t / / / // „X,6 f �53.95 t I )/! / "62.2 / �5g% TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND AS FOLLOWS: 1 34.8/ / / !, I -'!"- .1X, 29 I � \ +157.8 \ I d ! j / /165.35 I ,+�' » L ---4L' 58.20 •,•,i' p� / I t / / / / / R.e3 �� +,48.30 , 5093 \ \ LF I } +15952 61.51 / / / tI / `,� _-164 �6 / / 26.,3 55 !!! / 1 / f TIM 1: ELEVATION=158.81 PK NAIL SET IN PAVEMENT 1-1 + ()/ / J /�/// / -">('.�'j )� /jp �/ f 56.'8 f ,5J I` / l / 1 1 / +1664 ,67.99+ \ +168.x. \ // 11 TBM 2ELEVATION=133.86 TACK IN WOOD STAKE `.� / / 7 , /1 J / a11;� -;, 52 1 - ` / �1a6.06 "`[1" \ k / / , t I , / / / f f -` 64,34 ' �6�.yB / GARAGE \ TBM 3: ELEVATION=135.07 DRILL HOLE SET IN LEDGE / { f / � /-.-, , „4.37 +151.13 +,56.68 / i i +165.4p } ` { j / / 1 by J a / '+1 .66 f/ �/ f I / ¢ / ( 5. i // TBM 4: ELEVATION 156.64 TACK IN WOOD STAKE `.}+, fi.gl 129. / r`S I tA. 5 +155.5 \ +158,29 j ... \ : - //� /% + + // /j TBM 5: ELEVATION=158.35 PK NAIL SET IN TREE STUMP 1 69,1. \ ' !+ / / / J!� / ,3 Yri j j 1 �/ /f / + j / / 5S „60.30 /+164.D��, , + + , + + k .\, ., / TBM 6: ELEVATION=156.43 TACK IN WOOD STAKE 123.512 i f / / ! „✓ q'}'pt I # t 153 28 / ,757.20 +� � ! x I .•.•'`'°r1 M t .,4699 „B.D7 } 1 / + t + �F✓�+�i'«'+'_ ��� / f 1 /♦ 11 t / TBM 7: ELEVATION=162.40 DRILL HOLE SET iN LEDGE �`` I I I / / lam/,Ir. , 5.78^f / j I t 1 �` / \ 15008 / / / ` / / I / +'f +++, 4 / \ I 1,2792 I } LO '�� / 1 j j �•., y✓ \ , / / ` / i /♦ 1 'ij ' *//* 6� =? 6' ,168 33, 1. 69.59 TBM 8: ELEVATION=167,93 PK NAIL SET IN (PAVEMENT ,,, ,7 \ \ r i l.. W M t / I / t�a`708 / ! t I +•62.27 ,>• , +, ,r+++«,a+i '++ «' js_. , �. } �� 7;Ids /f.��'(/(` 133:'7 TBM3 l / / I 1 { \ B„\ ` \ \ / / / f „3 83 I I ( ) ` �����0 P + +*+ + + , ��zr�a PAVED AREA TBM 9: ELEVATION=167.45 PK NAIL SET IN PAVEMENT 1 �2Q {!." � J i 13(07 1 / / / r+`43',,` ` \ \ j486,1 I ( t + +/+ + I I / \ I +,60.2, I I `� V� / , .5971 \ O \ t III 6,39 -s o TBM 10: ELEVATION=149.96 PK NAIL SET IN PAVEMENT I �/ /�' t w ''� n I < < o o \ \ I 1 754.26 1545} ' I ) 1 ( I ;000P*1" ,js �' TBM 11: ELEVATION=143.21 PK NAIL SET IN (PAVEMENT I ! N ` t` 139 2 \ \ I ! ' „55168t S t66.3ff.. :le;,tee \I l r ! � \ t •' \ N� \ � +146 : I I + + +r+/+ iJ +1 6.78 ! 1637] (. +/ �4� \ 1 , \ \\\ `. 1465 \ i 1 ^- '++++'LE�+,(,E+,,�+++++T +156.x8 1 1I 'k& , 167.,4 \, -, ---�,--q 132.49 I \ \ \ \, + 3 ; I / / / ` - n6.69 + L = TBMB ,67.80 `\ '� \; 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SI-TOWN ON THIS PLAN \ °\ \ ,4 T )'' I ' 5607+ ' I 1 ' L j _ 9 +169.06 ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME I N/?A ♦ ,` 128.aC \ 1 l 1 ,13x.¢1 \.` ``, \ \ , i 15.t9 I + ++,',\'+'+'+ I 1_,r ( f ' 9 \_ \ \\ j `'� + ++,+, + N " \\\ +� / ( \ \ \ \ \ \ ) ) I I ` ) f ) j I 65 23 �% / 12,E s OF PREPARATION OF THIS PLAN. THE CONTRACTOR SHALL VERIFY ALL � ; I256j ,` // I ( \ \ \ 1 ! I / „60.4, I \r'1Q` <, G706 ✓ / / LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITY LINES PRIOR TO ANY t!{ J � ` - / 1 , i \ \ \ „3\6 6 V \ I �`'" ( \ ♦552.90 0 �' „57.,7 ) 16154 °� r EXCAVATION WORK. ADJUSTMENTS IN THIS PLAN AND SUBSEQUENT PLANS IF � ) I 1 1 I \ \ \ \ \ } / 11 1 \ \ \ ! f OF 1 Z�' j�,6 j 8"TREE �s ( { q \\ 166.96 116 4131,6X, \ h4 a��e,57 s ` l *156.39 '\ -t85 t `765.52 ,;1 12'TREE ,6705 I -�'I 11��F JAMES M. BRODINE REQUIRED) SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON 33� I is \ , / d �` \ ` s / 1 `� ; +,67,0 �+t58II2'. , E7cI TiI�Gj S�+E i✓ - \ I \ \ `� \ / / \ \ \ \ "" x N \ ' " Cj`` \ „66,81. �11 ACTUAL FIELD LOCATIONS OF UTILITIES. PLDIE ASSUMES NO RESPONSIBILITY ELA,�EME'N/ iJ ._ 132.16 I \ \ \ \ \, � \ t }42,851 J �g7 ` \ , .,58.07 / - 4 - + MAP 8, LOT 28 FOR ANY BROKEN OR DAMAGED UTILITY LINES DURING SITE EXCAVATION I 8.56 . } I' \ 1 L^_•i x,52.39 V - q, . 1 '`. i. +,66.50 ':A ' 300 HIGHLAND AVENUE ( ) TION ON RECQR� L`�t I V it \ \ \ { 1 / \ \ / / � � • y 1 13 45 \ +,38`.4, I ` 150.92\ 157 A 1 1 \ DRAWING ,C T�Y_L1F i \ ` \ ( 1 \ \ `\' \ bb \ AND/OR CONSTRUCTION WORK. SAlfEM1SEi�/ERAGE` ) I +1378 \ ]17595 \ ` \ 1I J i l f , ` \ \ \ ! I J ! N \ i 6768 ' / L'C.C. 65239/308 IMPRnYEM T�. / r ` \ \ ) \ \ ` I I 1 1 „�6]B I ) ) 52.96 a / ,., 1' / \ \ t, F 266 i t 55.98 63.62 PFIdSE 4 IIIA BATED! / 3 ) \ 1 1 ( 1 l I . I / I I \ \ {j , % I 16°5x\ \ +16569 TBM9 it /7.1 *., `31.\3 ' „ 0 3.71 / 3 I t \ .,i /wV °.40 4 \ 5 j� 6` ' - +167 11 3 7 a 187 3 168-63 /jjj / A/ I \ , +155.39 - ifi \ 167,45 '16810 / j/j/j / ' 1I .1 Fib 7.9`4 s 1 t `/{ \ I I e-TREE / t / v // 1 ,i 2✓ { ' �� 1\ 1\1 � r \ ` \\ \, +13.57 { I i / 1/ f 1149.04 I i- t 1 \I a1,b I 159.66 /°'§e �� 1 j / .'63.9] '6s -16� TBT O�' ��..34 r6 �.y69.05 }I t t3,. 5 \ 1 ! I \ \ # 1 I 1 ' f �3 \ �j '\\6.25. 166.62 t ) 66 j I I y ` \ 1 1 1`36.93 1 I 4 . �I t \ I / +15(65 -.x.95 + + _ 166.9 / / I I Y .,\ \vi \ +1 I t 9. 1 l t 45 3 j "-v 15,.27 I� Qi / . � ,166.08 UP !61\,\ / F I 33.89 I 7 84 67.9:3 ,168.92' z ez \ 3 ' \ \ / HOUSE / / 1700 HOUSE I i r . �, ` t z_s, 4.79 / / l I '+'+ j -' 66� \ I 1, f / / �/ DISCOUNT FURNITURE STORE 9 1 j _ 1 + + 1 C 16014 I `^. 1 89.2{ I t \ 127411 3+ +/ / \ 5 I \ z \ I i I +� S t t .159.29 4'TREE \ ++M164?' '".� I- t68�•8 \ \ 1 / / I45.61f ': / I I l 1 f I t 4 I I I +,56.83 { +15 \ ' ' / /; '. j ',+ ,5897* { + + + 142.96 / - •. •A1�'3y2.0, I fI 1\ \ \ \ (5 3 I f! /� 7 I \ \ +', + , + 1. \ `^L [ f + f ,43.34 /�� I „ .7b\ \ �� \�12\,0 S..j,��{D \ I I I i I / /• 1 \ \, +1�,f_"�_ :� 5.1147.53 y lj , 1 € 1 ttI I / J! 1. •\~ (� + +1 \ �, \ +++ '+ GRASS ' �1b �-.,\ \ 1169.16 j// / ./ / 15,P. f r P t{+ +I, , + i 9j - 143.47/j \ t26.23n kk I li`�-. I A (tT M b t (F ������V�� ;�� /(�r+ 4 + + \ +\+ + '\ \ \ 12 I ,132.4 .) I I / ! I r I (1.141`2, , D �5 \ N �_ 1��-I � of ,+16D.� \ \ + �t Ft'...+68 .` iGy.'.. /// j/// Ti 68.i9 I+G f J,[: �i\ >�" \ 14.15 / .4 � 7 7�7 ° /�� 1 \ ,165.24 ,,x45 r1 \ 56.94 +t f z J / .b0' OS \, \ I I ✓�`�\ I t f l J ;; Y,6.92 \+149,1 1 i ,154.14 �,`V 0161.59 \ ` /�, 6A' ter- = ----- _ N86°44'53" +'+ I iT '+ + +�.\ , '° I ;/// FFE-143.7 / �� l 4 '1 40 ^ O -:r-f.t D D \ 159 40 11 4 1 t + + + , I+ '1 /� a•a ` + I +13 37 I 151.84 .���^ p \ �`�' .0, 1 i -�- + + +I�+ it(l'+l I (`BAS`S` ;/ / 'V •', \ \\ i ( ��! 32.99 "j d I j (v D \ Y E" 18"STUMP / I �1 (} { + / / 1,X, ) i r =1a6.Lo / A3 I ,• -' Vk M M M ? j - p ;�, 1 \ +149.3 \ L I +1552 �. \ p 1 99- // ✓ \ \ �+168.48 + H+ , ✓ l+f !�tl*06'04'W 6 I t _n rn vt \ \ 111 ) \ , CRASS r _,.,..i I 8.06' + +J 1 /k +' /J,+ >'+t'L 4r„ / \ t C �, s �, 5 \ 1 L\ \ _ 16 r � S +15 � �I'"+1+ �5:'1 � i + $7 - �// �. 1 \ I I - , 3.60 ,55.03 / ` ! C`- \ 1 t \ jt f]. S t,. ••A � 9� . ' �• 1 r i /-'4 �~ l i i k �145.0� \ +ta7.25� � / � , 2.77 / � I \ � \ i � � +164.76 � , ' � +' +J`+,+�,', }�I �+, �+/�f J j � i///j /// 43.43 J +�J� ,( J I 14�.,... ��r N R i { F \ / f 55 42 N N/F JANE GUY �N c. r- 163.24, . y \` +,68 58 +'�t +1 f + I I+ + + + 0' 6• > / _A N N'� \G 0 ■ I \ 4.47 + ! +1+:'s+ ^.+ h I I \ I / \ �p �. 162.23 �i ` ,fk/�+ /+ f T'+' 144 4 �j�j \ ` 7, _ 140.06 1 t 1 S \ + , + j [ j + !,� C// f� 42.71 27 } ;, , 1 t I I 4 \ MAP 8 LOT 26 /' 67.4, I r`� • 11 1 G\ \ t+ ,ti +,a3.,D TBM„ ,42.77 I y 33.a i +157.55 158 H6+ 1 62 t: ✓ �� J +t4 'k \\ \, +,33.28 1338 w' 4�'rn 7fl3+'\'+ t \ \'\ I \ 1 \ \ V� / i 'l+ 168.` ++++*+ 1 8. Irj t t� ! +/, /+/+ /+/ /I t{) \ ta.; t .69 143.27 \ \ _' µ r`.+5+, T+ i , , \ JI66.9 §1. \ ,160.13 \' ,161.5'$ /' 16,9, ""'1 „++ ,+„�,� C \ `_ +++++' ' 13+7 +(+l+ t' +' / j \ '.. �.:.. l + �..,�y.�+ + ` i, 2o-TREE\ 2 THOMAS CIRCLE .- - f+ ( �. 16�, `�.,� ,, + ,,�, ' + , , , .,t+++/+;�'/' ', iA 3 39 ~.I ,43.07 . \ j \ , 1 +156.25 157.76 I 1559$ , 9?3 } , �- / ', + + , 1ta'2 ,42.81 • \ ` \ r av \ 4 O O�, r�.� ( / I yrs ;,k s� / I��./' /". 61 \ .,�I �•66' 'i,158.55 + f•• $ ,,,,rr /++, / *//'//'+5�*�' fj+ 143.7b APPROVED :'- -^' 163.40 / / ` 1 \ �� { +//,+ +/ , 9 t 1aa.Za L - N \ 1 t ry ! 1 / / �� + '\ \L C.C. 66630/322163.92 ! ' +. S / 6//f '/ #//t +/ y 4+ I / 43.44 `j e''� �j \° \ \+ \ \ \ t�1i-, 2/4Y W J�J f I I I N •+,.... ',`'.' - \ \ 164.05 ,.� "''^^' '1/ / \ C \ 16.+x. ~'*.,�• \"w '' ter.. +/t++/+rpt' l!'f,/�7j/ +/+/< p + {j .43.7•' '`��j�- r �„yi' ,,,,-,,.,� 11 ct .C',,"� *"'� ,,,,TBM2 \ \ � 6 8� �- ' / / ! O` 1 ;. / / \ �4* I/ -1 1 ` y.•,+ rl,/, ,s�,/ ./"+"�+„✓.{ �.4s/,'! / ,44.81 � _ i G w .. \ \ 1 i 1133.86 \ \ \ .5 T`/• / I v [[[♦♦♦ I 1 "" .e+_,6 �'w �'e. 6' __ ,x792+ �J'+ / + I" 'J ,J 761 I �`. TBMt 4s / 7'STUMP \ 63.n `� '� x9.73; \ \, 63 14'+�•+ �F,�1/4�J°'j'� r+ �r I'/ r' v � , w. ,. --^ / _ �T +,42.2 ! S ` +163.6, „ 1 "GR "`... /� ,r++iso l} ' q7) '�' / .y ,�„'a` 1.," f P ,r'\ \ +,33.8 ` 1 139..81 \ { !52.27 I (r ` '� 1. _ \ fi ..°r •�' .Y .+� 44 49' • ,�+ E • L 1 j f j t I 1 r .. \ i t ,/r F .` ' ls'x1s'xs"TEE .00" \` \ \ •� f ( ( +'53.88 4156.16 ,58.81 16, \1 , 1.65 ,` •^+ / �/ °., . C b-�'�" +5.27.7 }, 1 t4 l ` \ \ t t �1 \ O t % / d' /•'+`. - 1`;.� 16.0-- _„ `.,,� �,. +�.,. .,,,. �`f/ ,,/+7,1;/'•,/{'�F3 �y /, ,+✓,;/`'' ,'IfL,1s•+••^`"«' -1 L \ 7 � P i I t \ \ ,/' j ` ' `� `�*'`v, ,59,1 \ \ // v / 1-,59'"' \. {30.76•ti„� •''... .'\ •.". `� _`ti 7x5.29 / f .� , / +i� __a_/ \� .�.•_-„l,.,f....,,,g. x2.49 14264 R f _ J yjf� �/ �j� '1 / R t ! f <z4` EXISTING GATE BOX Q .�,,a, \ i a.� - +,32vd3 1 t' }t f {/ 1 ,46.93; ///j,. \ \ , - \ •s s. \ \ ///jj/ T°208 J ,159.32 mi sr� `, `~' `! `4 ~ `•'� '! +/ +' ./'l Tt+f*j%�}.y j* 14555 - G,/�V: F NE -, t l + I I \ 89 \ / \ � \ �y+16227'\ / > i/i1 14731 I, O "` ` �, \ 35 J f / I I \ uk ,s7.n \ \ \ / / / ti / �,'/ 4! ,.fo !/ �p1f+ v�p'�'�; ,426'7 EXISTING 8"STUB Z 1 t ,63.0 -158' 1 L \ // r X,2 ztl - \ \ ,a \ 7 , p / / ,ta2.�8 j \ s 1T 1 i ` \ j�// / f '�• .r R N 6� \. \ \ //1/ yi' .4,1 /r . s✓ ! .4i .�� '/ �,28�1' ', ` ( ,1 aD 3X, / \ / / o \-+ 1 J/ 4 F�`+r P - '-` THREE WATER SERVICES { Ss J } /4/ �f,/ ,/ 1419 N / +,2 s�38 , \ .•� I / 1 I j 13k� \ \ \WGaL ` '' .. ` �� \ //� +161.92 " \ t / ,4 f'+y ,/ 146/9 142. / _ 156.20 ,59.85 Y438a I.,�-,92„ ' T/ / 6> SHUT-OFF VALVES t (((} pyo11 ^( /� f ^9�. A '\ 16 3, / __._ 11 . \t ,s8.D5 a I 1,,11+,4-1, ,r ' /,v,Y Y{. / / 1 F' A t_ 1425° i a 53.6 .o \ 1 1.75+ / 160.85 159.64 / / (3t, �• , 1 ,41.57 N ' ff i \ 6073) y/ BED fi` R 1/ , + o yF TOP 0 ,1152.` ! j \ 1 s.,,�.. ..-���v ! �� /j HOUSE / t1 / ✓ ,59, ` 160.32 +� +, /+ +//, �,: 146.,6 O I 6 141, / c. Q' +136.50 /.✓ �+. l '-7 Y44 i .J P \ `� 'Y t1" \ 6 // �'••- / f DECORATIVE 1,+1112 + +`, /7, // I A !Q+ •/ SIGN- a2.oz ' O ,, / \ C o' +155.68 +160.24 / / ,159.4 6 +{+ b' f /+ ,/ , •1- Z /� HOUSE \ `\ �4,�gk�, L."\ - se.se\ �, // �. �/ f ,,,.-.156^ VVV WELL ,' `ll ',SAI t !+'1,r,� .. 6+ ,•" ,+as 42 _jj / arta y y# Ia,.a .� \ ---\ / \\ / � , ,157.4 1 9.,E 159.33 +{, DiS A 7E+ /+ ^y (i/` �r0 ►�` 0 ,y /,s/`rte' \ \ \ \- 156.3] \ `7` ..,,�e \\ ` WALK / 59 / / '\ / 1 11'+r ', + 0+ 7 + /i f 4 J i ic•6•.- .'F' .1 �.'7 k P S ! t' t 41 34 •9 A r 1 B 32 WALK �j 159.89 / (/ \. I - / /]f� f t4 [` ., 5` 4 j \ \ 5 7� \. \ 7//j// / / / ' /r + 11 � 1 c// 59. H ', rj++'� , (+I i' /� /- / I'/ 14,.25 �� ., ., 3 j \ 15,, y Y 7.,9 'l� o - \ //// / s / ,,mr•.15 I 3\ 569 s�v +11++ 1�++ I / J + .I « \ �✓ y /f1-1 EMH �r rg� N F PETER D. PAS UALE \ 153.15 ' \, AGE/ / / GRAVEL , + +« + +�+ + ,tr+ g y�/+ . 4T iD 14s zz "°'� / / _ .! �/g Tr IAN �� /� �, 5 / Q 5x,'72 �N. /� f (> Is6.z1 \t',�, + + +, yY/C • .r t4.��.5, t ' TROWiCZ ''\.: V ` \ 1�+ 5].09 \1 .10 PLANTED159.65 a159.34/ d / ..r^' 1 a' Z 15845 + `+ �++�'+!/ / r/r ? ICiIt11L �T F Il �./ ,'� /.' ,.✓ �:'f �, ' r"-�• 140.80 O. _a Z () ALEXANDRA M. ADAMO / \ �, - / ✓ BED L '++, � / , fi -� {a6..w 4 6 i w . N/F SALEM CONSERVATION C,� ( ,� \ 5869 58 B3 / - +'�'+�++ + / r ' - �Lry ',aD 7, 40.6] r, 33856 c \ Z / f7 - /+140.70 ,de. / .� '� 1 ED -1�2 '7925 5 COMMISSION MAP 8, LOT 19 \ +,56.251 DRIVE a_ +SBD, 5 ;� 413 15 5809 =558,7++ i r 40.34 _ {52.4 I 157-42 ,, v / / ,",532ft \ 158.1( \\ /./yj' 4/ / �� ��f �' l� 19 THOMAS CIRCLE i , /P ;, _,-•�-� N7a.� / >' , ,J�/ �,/ �j ,Ah, p�' c o �o1a,rt9C x MAP 8 LOT >02 1 A. % o w 15518, �`3"� W `, ,/ 46.73 r'i A �s 5 go .+ L.C.C. 68875/345 ;� I 156 6 3r Sn ,57.04 _ � 'a-' 586Q ' �'� 1� a' 1 / -,53 �� 1 Ld STONE +\ + / t . 1A 1ONA16'- 1 9 "^}"h�yw...e, t5?,$4 • y14691 ,40.29 oW 320 HIGHLAND AVENUE , , 3.76 / \ ��, 7.3, s-/ ,, 4 - v' � ®' -~ _ ` / � I 6 )a 7X,+ �R s 0 `•137.95 ., r - 152 T8 . `+ + `^/ L , 1 O �Q. ^. .� Ski +,5877 s`� a� RET.WAL1 +1;Aop / ✓' t f+r liioI �, L.C.C. 24399/100 / (( j ,r G ) "� / 1 57.1 ,� .. �.,. c9 tS �°* _ 1Sj f / �.►�•"' O.� 1152.76,1 V +-+} ..�aBltst Pa,, ..��(V`l- lt+ +/ 14 \ r L AV Z 157.45 �` -```• :�'+ ,�,��. �,.u,�'txX 72 fff,��� 154.34 `� �•,. 3FH'�' j j/ �*/ /. \ ` s} 15 30 ' 'a'») hti.\ ^.•, 'f5B 1 c_ ✓ /A . _ / �'...•' ..� -'\7 2.3/10 s �1` ,s ��' t` IY7 !r - y J \ �$ 157-24 `V 66:97 56, +x",.,, YJ - y„ •/ ,✓- 157.78 15705 .,-,S e� "'3'• 'f�' 4 0 + �+ 139.57 139.87 � - „, } 156.45 157.75 a :.. -- \ - ; .. . � .-111 ,. � - �-� 5 =-- - • - + � SITE PLAN \• 158_25 +.. A 15212 } O /��y O r� 454.x6 ` � • , € 1 Yaa - 11 2 I ,1200 ''✓' \p \ CII 3 A/ (y �' 157.14 �`+.� \ \ J ./' ,,_f "'_"•.-.�..-' '�.` , .Q +' 3 `r- �� ,S / 5779 „ �`1•t s'.__9!, ..e�J' "W '5` 5227 l/ l,7 , OC ✓ �-' ry' +/ /, e• _ - _ �/ 739 ";+ 139.58 / Q :456.y' .4`t' x•-•" / i;:154.67, ""^e. A6 - -�.3 fi-'4 y,'+^ !•11. iF M �/ ,56.56 157.,3 •��� �� * %:S ', UP 158.00 19.21 I Y •"^.`" �7•,,`»'""'"•w.'.10`..,;,�' P p�, Na{�Q , '�- 33���,GG .1�92w ..g� �7 ' -� EXISTING CONDITIONS 7 x7,77 �5;7S ., 6s / e 7E Wq 'o ,q 150-za ,v 6, _ ', <J 4" /. S¢Aa isA 9',; ) 3a1 „ v , TQC /��)FR$fie'' h. n , J/'y { 156.9/ •57.52 �(� `Vi��„" V ' L` +157,37 / .1 igtga.4, 15247• �Y j� `�'k��cS,/ / \''^.� ' T 1:/ rt .fes!- ��`133.83 �" bG�., 7 „b'.a4 + ./! I l 52.0 r ee E. '` , rte, for a site (located at LLI / - 4. A ,+ 157 este � 1� � �' � � �, �� � 4Y' � r ,�/'�� 13X,68 J / ///�/ 56.99 �q -1S q� \ \ i+-- -..._156....... + s4 x17 0 \ ', 51,4~2"U1 \ s\ y/ +Jf/" Ix %,, v I �A _`N5465+++� o + 55.86 sa6o 5,34 �, 1t a$��$ :� / 7 17 THOMAS CIRCLE (� \ /��� s y t ` 154,5 'S+ /j-� �1 5s ��4�,��I "�`"�•'�,r TBM1G 149.07 %' tri`I`#\ � HOUSE /��j S? \ +153.30 0 't 5 T '+ f. I/�� / 143�SQ t ' ` __ k 9:96 a y +" +� C ''`°� 6 \ ; + , +153 09 ,153.87 / t 6 4 s'` f / p• Q N F ADAMO FAMILY TRUST ///,/t y8; ' 2 46 �' 3.55 � 1590 /�// , 5;559 B ',5,.5 " ) ..,� •, ,,-"�' Salem, M / GARAGE //// s,.]o +' \ ~ / // O2 s 51.67 `- - (}q / MAP 8 LOT 164 (UNDER) / �j 151.63 \ \ �/ 15{..3 ,51.44�� 151.6`7 ,15120 , - 159.0` 3 -.-A;i/+F'� -+� + 3771 �+,�` `�/ %r� e�° ° , 1 t5o.s,�' �iA F Ar �,i� P ��. Owner. Nondas Lagonakis 21 THOMAS CIRCLE / E/ ••-•,. ._..15'-' 52.60 / �° F 53 4., ,-Bs 5�9�1 i �:-..-�,,+ L C.C. 70774 363 � v - % e . /� �"�/� + c, 9 Bridge Street, Salem, MA 01970 150.59+ /�. / ,� O / / / FQ 7 'F5029 - ' _ -U) __ �4T �, -�1 Date: February 7, 2000 Revised: April 5 and 51 27 Y I HOUSE � 5 / V' 75,DO ,6 1 , / ' + �� �v� �� June 15, 2000 C ' // / Q,9.. r 15240 -6'2. .xr j/*n�' �I V" \ _j / +150`4 ti's \ f '+''` /� ' r/ QP F PLDE 99-32 Scale: 11" = 20' Sheet 1 of 4 I J O L ,�� � N/F JOHN ADAMO ��" ` aFo ��' ,,��'�,`:�`�,% .y%� � � � MAP 8, LOT 18 N/F DAVID S. ZIZZA N D6( ,Ill �, y '� � PATROWICZ � ._0 318 HIGHLAND AVENUE MAP 8, LOT 17 � B 5 /� � �C? L.C.C. 11802/49 310 HIGHLAND AVENUE ++���I q t- D LAND DEVELOPMENT ENGINEERING I aI / L.C.C. 69141/347 o d � I ,y%, 1�6 60 Washington Street, Salem, MA 01970 . a i i' - 1 (978)745 2288 C J i 0 _ ---- - - - _,- - _ _ . __ _ .T _ _ - - --- - --- -- -- - -_.-_ __ _ -- _ -- - - _ -- - _ -. i.. ...- _. .- ._. I. - --.. _. _ I- I.. _--= �� ✓�.�: LEDGE FF NOTE S \ `+ 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 8, LOTS 20,21 AND 22. + +� \ +'+ - - -153- - - \ -"�~ ++ -**+++ 2. LOCUS IS SHOWN ON LAND COURT PLAN #11802-E AS LOTS 206, 207, 208, _ �* 209 AND 210. GRAPHIC SCALE _ - ` .154-- ' �,�- - ___.. \,,..,C' _ � / \,` * *+ +�*+*+ _ ~ ` ..--155- e _ _ \ ++- + +` *++*+ 20 0 10 20 40 so - _ 1�_ - - \\ \ \ �,* + 3. THE ZONING DISTRICT UNE SEPARATING B-2 FROM R-1 WAS INTERPRETED - -- ` �\ \ \ \\ `+ + BY THE BUILDING INSPECTOR IN A MEETING WITH PLDE ON AUGUST 9, 1999. - ' 1s7 ,..... + + + ++++ ` \ -NEW SMH r \ ' - / �' r \ a \ \ \ ++t 4. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL FIELD SURVEY IN FEET { ) / j 1�i - \ \\ \ / \ ON-THE-GROUND BY NORTH SHORE SURVEY CORPORATION. REFERENCES FOR 1 inch = 20 ft RIM=161.8 , r= f \ \ \ , ... \ \ PROPERTY LINE INCLUDE LAND COURT PLAN #11802-E. INVh=156.0(8 Stab) !" -�e + + + ,�+'+++ \`� •, INVout=155.4 i / � + + + + + + + \� \ \� \ * + + +\.+*+ �s4 5. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON CITY OF SALEM (MEAN \ + + + 1 / / /;/ + ' * ' ''- \ SEA LEVEL DATUM. THE CITY BENCHMARK USED WAS A DUPLEX HEAD NAIL LEGEND i // / / � '��i� %�/ \ +t+ �+`+`+'.'+`.' \ pis IN UTILITY POLE 78/1557 JUST SOUTH OF SWAMPSCOTT ROAD BETWEEN TONY /;' _ -1s2 + + +'+ +++ ++++++ i `' \ \ LENA'S AND MOOSELODGE ON THE EAST SIDE OF THE NORTHBOUND HIGHLAND OHW OVERHEAD WIRES j j / / % J I /'� + + +� .``�\+ + ✓ \t �� AVENUE (ROUTE 107), ELEVA1I0N=132.79 (CITY OF SALEM MSL DATUM). S SEWER W WATER / I / j/ J / / �� ++++ + M7 +++r+ \ s I / l 1' \ TEMPORARY BENCHMARKS HAVE BEEN SURVEYED ON THE LAND AS FOLLOWS: WSO WATER SHUT-OFF VALVE \ // -� j RFP- +�% I� + + �+ ' + _1� \ TBM TEMPORARY BENCHMARK ) i j j // / �w' � S�� 3 + + + + + + \ \ TBM 1: ELEVATION=158.81 PK NAIL SET IN PAVEMENT ,6 + �+ / ' / , - n ISE / / i+ + + + + + +%++ \ \5g'/ \ TBM 3 ELEVATION=135.07 DRILL HOLETBM 2: ELEVATION=133.86 TACK IN DOD SETS NAKE LEDGE O +:++++%+++` - \ \ / / / % / a!•� ' / �/ + + TBM 4: ELEVATION=156.64 TACK IN WOOD STAKE 1A2 % X TBM 5: ELEVATION=158.35 PK NAIL SET IN TREE STUMP o \ _ - S.INV=15414 O' �A3' - - / / s�- sz a� / \ _ _ - _ - - // / .� /; \ \ \ ms's TBM 6: ELEVATION=156.43 TACK IN WOOD STAKE \ TBM 7: ELEVATION=162.40 DRILL HOLE SET IN LEDGE \\ 164\ TBM 8: ELEVATION=167.93 PK NAIL SET IN PAVEMENT tae' ^ _ _ ! - _ _ _ - - _ _^-r - - -%/ �� � /e•5 02. I / sem. _ aGS TBM 9: ELEVATION=167.45 PK NAIL SET IN PAVEMENT PLANNING p ��'� / % / v �.•.l'''►7�1 BOARD , ' / ' ��� _ - _ _ - _ - - _ - ! ' 1`L �° / N ' PARTIAL ��5 /// / :,",A \ � --- 165-__ t .i TBM 10: ELEVATION=149.96 PK NAIL SET IN PAVEMENT / / / / 4s� -- - ..s / Y TBM 11: ELEVATION=1 43.21 PK NAIL SET IN PAVEMENT a / / / WALK-OUT � 1 APPRaa'�'�� / / / / ,149' 15 �y,1 BASEMENT 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN J 1Y ^^ % !' / / ,50/' - _ - - J� / / %/ i / / j� SEWER STUB R L..1' /i i j / / j i - _ _ _ -- / ' ;/ �"6�/ MARKED HATH PRESSURE ��� y_ ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME / i /, i' - /�. ' / TREATED 2x4 (� OF PREPARATION OF THIS PLAN. THE CONTRACTOR SHALL VERIFY ALL SITE PLAN��q / � ' % J / �``'� - -- 'Ss NEW SMH 7 S.INVout=155.0 - / / \ INV=159.92(8"S) Y P�-�1�M / � ' �'� dye ' � '' RIM-157.0 /� / / �G LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITY LINES PRIOR TO ANY EXCAVATI N WORK. ADJUSTMENTS IN THIS PLAN AND SUBSEQUENT PLANS (IF INVin 153.0(SMH#5) - , �� !' IAT#735 O REQUIRED) SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON -,INVout=152.5 / l vWi i�6�I FFE=169.0 / 5� i ,n. ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE ASSUMES NO RESPONSIBILITY GF=168.2 ''q �6. / FOR ANY BROKEN (OR DAMAGED) UTILITY LINES DURING SITE EXCAVATION / ' WYE '� / / �e9-�' AND/OR CONSTRUCTION WORK. NOTE: FIELD ADJUSTMENTS MAY BE REQUIRED - ' / .. ' '' S.INV=148.56 M / Q BASEMENT FFE=159.0 ' G j / ' / '.DEPENDING ON LEDGE ENCOUNTERED. /.. '' ^� / = / (PARTIAL WALK-OUT)! / ���" / ,AS-BUILTS ARE REQUIRED UPON COMPLETION 36 / /�q /� I APpRO ' / 4 7. FINAL REQUIREMENTS FOR PAVING WATER TRENCH WILL BE MADE AT TIME OF UTILITIES.- TBMs N �/ / l ) l XIMATE FpOTP O� i OF CONSTRUCTION. USE MHD PAVEMENT PATCH AS A MINIMUM STANDARD. 3•. 156 TBM �ME / S ® > �p5/ o rL EXISTING SMH % / CZ S - ' ` T 8. CONSTRUCTION OF THE UTILITIES MUST BE DONE KEEPING THE ROAD OPEN STA.21+13.7 CONNECT NEW 8"S NEW SMH#3 i j / // / i \ E �/ LOOT#"4 s,� - - '16 IN ORDER TO PROVIDE EMERGENCY SERVICES AND ACCESS FOR ABUTTING LAND j / , --- �Z� / S.INVout=152.5 -r = j ! / OWNERS. RIM=119.72 TO EXISTING SMH RIM=147.0 / s sem, \ + FFE=165.5 / -164 INV=111.79 (PER CITY SPEC) INVin=143.0 SMH#4) / i / " 4�5��" 0 FCS / \ ,-' GF=164.7 INVIn=113.0 INVin=143.0(from lot 733) /,,••- �, O / I� c\ BASEMENT FFE=155.5 s =- - - - / j -TIME WHILE CONNECTING EXISTING HOMES TO NEW WATER SERVICE MATCH CROWN OF INVout=140A , 0 8 S /ss� 3 / DOWN 9 N ( �' F +'p 00\ / SHALL BE COORDINATED WITH INDIVIDUAL HOMEOWNERS AND SHALL BE KEPT EXISTING PIPE) i ' �200L / / �O \ h rs\ / ��s�` LITY POLE, / �\ TO A MINIMUM. / FINAL LOCATION / j • �' �/ \ F \N �. EXTEND 8"WATER MAIN DETERMINED IN THE NEW SMH#2 INSTALL / ' /�' , •.••, ,, , TO PROPERTY LINE 10. CONTRACTOR SHALL INSTALL ABOVE-GROUND TEMPORARY WATER , I // y \ 1�0 9�' F p P Foo / / / FIELD BY OTHERS- CONCRETE / RIM=132.5 CONCRETE.•' 1NALK-OqT �qp s\ R X\M ' _� INSTALL CAP AND SERVICES FOR ALL RESIDENCES DURING THE CONSTRUCTION OF THE INVIn=127.5 COLLAR !,• '� '1 / BASEMEN s� \ � T�q pPP / 1 - 0 6a BLOW-OFF VALVE INFRASTRUCTURE (PER CITY SPECIFICATIONS). PRIOR TO USE, TEMPORARY } \ \ \ INVout=126.0 RESTRAINT 4"g / \ T� �' \ / ! NEW 8"W� / ' cARACE SERVICE SHALL MEET ALL CITY BOARD F HEALTH REGULATIONS, C LOOT 733 r o TTY 11o't - �" " i # \�� \ /ENS WG % ENGINEERING AND DPW SPECIFICATIONS. CITY INSPECTION REQUIRED PRIOR TO To WETLANDS / , / """ FFE=162.0 USE. x / rz� Imss 4S09.2%.~ GF=161.2 \ /��( � + • `Y s / I �L \ \ / ti �'I �� o 1-11, BASEMENT FFE=153.0 \ tEDt +* 11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY �` \ \ i `�' ® �ORly Yg�4 - / \ / / / (WALK-OUT) A, ` 0 @•`N � �o+,` ' INSTALL NEW N \ e ENGINEERING DEPT., CITY FIRE DEPT., CITY DPW, CITY WATER DEPT. AND CITY 0., , I I 1 $ P �gl �� \\ / \ �? l 1 FZ (3 + + + `++ + \ HYDRANT & VALVE \ w / ) �Wf �0� 1�R �t1+� / as ��! \ / S.INVout=149.0 �2�. _ \ I ANG'+ ++ + BUILDING INSPECTOR AS REQUIRED AND OBTAIN ALL NECESSARY PERMITS AS + / / �7BM3 �CCS� E¢S�i \ �¢ \� \ \ / f O \ > I ++++ t+ 6� >s9 PAVED AREA REQUIRED. x0 \ \ \ _L _ i _ I \ + +L®GE TBM8 \ \ A \ + Q !+ O 5 C j + + +++++ / ! A \ Q ✓ r 6A \ \ SIDEyA -�-- � � / � / - c�� � \ RD A S \ \ \ I §;p-w T l O I - A A \ -'I s,� �� w �V� / � 17v, S.INV 127.0 _ \ \ N �, O �s� / S"TREE i NEW SMH#1(DROP) RIM=124.5 + CHIMNEY �i \ _ �, �G i S.INV=124.11 \ \ \ - 6 FDDT S Com _ \ INVin=119.5{SMH#2) V \\: 9 \ 10 '` - IDE\AFD TB ` \ o ( /�� PROPOSED ' \ INVout=118.0 �/- i ' ; ` 4.�\ \ GF 4"S ® ' r r f _ _� ACK \ �� ' \ ROAD EXPANSION \ I � N N ^' N oa ' cn°' o / 1 1 � t ` PROPOSED I1 ' I II / I �/q ! / I 'ss _ - ' .z 16� SILT FENCE �y�°2� ��\ I. IDT#732 �A �� \ UP !� \ EROSION f ,I \ + c��° ° j / ` it WALK-OUT FFE=161.0 �� Q 3 '++++ \ NEW UTILITY POLE, ++ + + * HOUSE 1700 HOUSE CONTROL I -� \ r9 y\ t BASEMENT GF=160.2 i 4"TREE �' FINAL LOCATION + + +'+++ + + I - �- ' � .166 ; DISCOUNT FURNITURE STORE o i 1 ' 1 �, 1 1 , BASEMENT FFE=151.0 iy. J DETERMINED IN THE \ +'+++`+ W ( + FIELD BY OTHERS. '+1ED�+' ` * + + ALK-OUT) i ' +-+ \ + + + + \ GRASS ��05 \ o I +�l r*�++1+t+� +(X i 1 \ f �' t ' ; , _ I I O ` 6� i •;•L.�.�:- \ + + + + + + +\+ + + 1a.1� =1 .T EXISTING SEWER + \ + + + + s �... -�- + + +�+ + +�+ +�+ + \ t+ 1 i 1 EASEMENT SHOWN \ f � r / �SH 1 , ,� A j I 18"STUMP �'."'•^ -- �1 �. + + +�+ + + + + + +1+ P 1 % J� / ifsss 'SASS ON 'RECORD + ;0000 + + + + + + - +` \ APPROXIMATE FOOTPRINT I GRASS ��� // +\ : \ + +�+ f + +� +' �t++ + � I DRAWING' CITY ❑F i \ _ - l \ + SALEM SEWERAGE i ' \ \ m + 1 \ _ - - h/ h`O �i \ / �16� l ` I I \ + +'+`+4/4 /++f +,/ +;,;+f + +`+ i IMPR❑VEMENTS �� + LEDGE, S� CK ++++. + r/�,� 1/+ �l �'+/+ 1'+ \. -` SBA h ,h w + + + + + + f�+ + +;+ +�1��`+ � + l PHASE III, DATED + ( + + 1, I - F 1 EIYAG D h� ! �.X + + + + ` T+ l i .. \ \ \ +'�+ -{' TIO 7A v� in ^ -X�.� + W� \ \ /. / I / / 162 + -� \ \ \ ��G + +++++ +/ 1+1 /+ ++� + +�4 �i� \ TBM11 3/21/77, + + +'_'+ + .++ -� �X 1e s. / o s� +++ + + + + +' i +�++ N A > I XIX r \ O / IY`� \\ ��s \ + /;� +� w ` > w r .+ i 20"TREE\. / / �f \ _ �� + * y + > > a '� X..� X 1 0 - '��� _ - / / \ \ ass, _ , � i,� /, !' +./'/+ i� 1 \ o PROPOSED SILT EXISTING SEWER \ / f y + c� \ ds �j R, �x,� \ \ I \; \ 165 \ \ + + + � + +� +/ v +� + + + ++, O FENCE ERO ION r FORCE MAIN FOR / , ` // %+ t + + + .% i TBM2 s \ \ + + + ,! + + X j CONTROL 8 LIMIT �o 19.THOMAS CIRCLE \ _ _ ✓ /y�/ / r + + + / J , f �\ \ TBM1 \ \ / / / .16 �\ \ 164 + y /�r/* 7'STUMP / / \ 76 BRASS _ x / (YT+ + OF WORK LINE ca �`�` \ TO BE RE OMIGHT, BE TED REQUIRED / / / �` ,ss- ��s / /. / e? l , , / `� X76 \ \ \ \ _ \ ` --•� r` ✓ :�/':Ff+ *+;; , ✓� .. l M Y �. -.', •Ys ! i r \� is \ �ti \ •� / / N \ -•� ' ��*' �*�./.�+/�./ %+.t!` EXISTING GATE BOX %0� ' \ \� cr \ Sc `ENCASE/SLEEVE I \ j C) i j / \ / , `/ .15a �s \ \ j/} + ! + //yy !'+ */ �� / ; PERMANENT PAVEMENT N r � W \ E�CISTING SEWER + +y+�+ + + (` - S' f \ / / / PATCH PER MHD ,�w.-�1 \ \ OVER THE PROP.8"1(V j / / i `\ _ K \ \ 1 !/+/`+//a/. +�/! ;�y ` i% - i eo ''-�'' l , �� \ � i / i � � + / SPECIFICATIONS B E _ ` HOUSE - / / /' X151- �K \ BED ~ k/+ijY//+%�+ i / U �p j •, + '+ +%��,f /./ .+ +/!`//j .�; ;, CONNECT TO EXISTING 8"W STUB PER HOUSE i/ ge \ \ qc.\ 7 \ \ \ / i X156- :�. DECORATIVE + + SA �i +, +f :. i / / CITY REQUIREMENTS '° \ \_ ' \ \ \ \ \ �.wux % \ wELL ++ + +\+ f i✓�1+,1 �� !� / / / b« PERFORMED ON 6/26/06). PIT NECT TO q - TERMINAL _ GAR ++�++ $/ / / H oda J �� t __ (UNDE • / / / j~ o + ++ +++,�+ ✓` fF/ • / - J THREE WATER SERVICES j yr SEWER MANHOLE PLANTED / J '` Z +1t+ / SHUT-OFF VALVES / z '+ +++++,/ / � � ( �------.-__ �r �� 12"ABOVE -_ BE � /� i ' ,154 � � eED +�+ + ,�/,�� // { �/ / /i / �� � � CUT AND CAP AT ADDITIONAL NOTES : m INVERT OUT 3 _ _ W + ,+ /f,{1'/*� ' �/! o ;; ,6•MA,N CV '., \ 2"ABO ti DRIVE / / i \ -- - _ + + ,q k 0 1. ALL UTILITY LINES SHALL BE UNDERGROUND (EXCEPT ELECTRIC, TELEPHONE AND CABLE). UTILITY INSTALLATION SHALL BE REVIEWED AND 3P ,'� 8•� +�+ + '�j` �`/ Q APPROVED BY THE CITY ENGINEER. / j �" / \ N �/ ;a - r / i \ v STONE - E� �' - ! z RET.WALL i+ USE MHD THRUST BLOCKS AT ALL 0 0 `�.. \ W 8• ° o PROPOSED ++t /. + + + i _-sr \ \ -- W� .! ' % / / I * *� * 4 * yt"�►a'' BENDS IN WATER MAIN PER CITY 2. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE SALEM FIRE DEPARTMENT AND BUILDING INSPECTOR. �� \ h - / _ ACCESS +,+ / r^+ r + % , / �a �� ss \ / by k; / + a EASEMENT ( ) \ h - - UP \ t REQUIRMENT ,!� S TYP �I 3. THOMAS CIRCLE MUST BE OVERLAID WITH ASPHALT PAVEMENT IN ITS ENTIRETY. / 0�� y� 8 3P a \� \ w.-. / W a�Wgo> .... 1 \ *\ r + y. +#++ UP rn 4. THE CITY ELECTRICIAN SHALL ISSUE A DETERMINATION AS TO WHETHER A STREET LIGHT IS REQUIRED TO BE INSTALLED BY THE APPLICANT UTILITIES PLAN Iil (OR SUCCESSOR S) ON THOMAS CIRCLE PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT. INSTALLATION PER CITY ELECTRIAN S %` s4� \ * + +\ 'l W�✓ Boob J SPECIFICATIONS. % 2 3e\ + + J- '�` I �� / /+ e + + + /;t P _ oh• e^ A9 fora site located at `157. + + / ° q R / V, h- rS /�+,� y« U 5. THOMAS CIRCLE SHALL BE WIDENED So THAT IT IS NO LESS THAN 18 FEET IN WIDTH AT THE LOCATION OF RETAINING WALL "A" (SHOWN ON _ 156 +++ +' \ Q L o • /// // / + + - �aR Q 7 - 17 THOMAS CIRCLE Q THE GRADING PLAN), WHICH IS LOCATED ADJACENT TO 310 HIGHLAND AVE. 155 + + + ` HOUSE �S \ iz+ - ++ ii ' j S M10 � O 6. NO CONSTRUCTION WORK SHALL COMMENCE BEFORE 8AM ON WEEKDAYS AND SATURDAYS. NO WORK SHALL CONTINUE BEYOND 5PM. THERE +� + +°`' \ t �^� +/` 5y / "�e Salem Massachusetts 17 SHALL BE NO CONSTRUCTION WORK CONDUCTED ON SUNDAYS OR HOLIDAYS. GARAGE j/ - * \ �� �� � /' �� o ,6 1 Q (UNDER) j /• j ; + moi*/ + GJ � , O UP �. /� Prepared for: Tiro Development & Construction WG 7. ALL REASONABLE ACTION SHALL BE TAKEN TO MINIMIZE THE NEGATIVE EFFECTS OF CONSTRUCTION ON ABUTTERS. ADVANCE NOTICE SHALL ,s� c$� o y rsi` e�A j /� ' Saugus, MA 01906 O BE PROVIDED TO ALL ABUTTERS IN WRITING AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. / �P�� j \ / moi+� d�`��.� G3 coo Tony Tiro, 9 Gianna Drive, g INSTALL NEW; .,+ + �j� +� / O Date: February 7, 2000 E 8. DRILLING AND BLASTING SHALL BE LIMITED TO M-F 8AM-5PM. NO DRILLING AND BLASTING ON SATURDAYS, SUNDAYS OR HOLIDAYS. HYDRANT \ +' + tN OF Mq HOUSE A + + + ( < <p P� ss Revised through: June 27 2006 ° INSTALL NEW 8" WATER MAIN CLD. IN SAME �� 6"LATERAL + + 1` `J' y�`� ' 'IT9 9. ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE SALEM PLANNING BOARD, AND IN TRENCH AS EXISTING SEWER TO MINIMIZE LEDGE tiO rr++�/4/+> //* j/ �' oma' COTT IAN yG PLDE #99-32 Scale: 1 = 20 Sheet 1 of 1 U) ACCORDANCE WITH ANY AND ALL RULES, REGULATIONS, AND ORDINANCES OF THE CITY OF SALEM. BLASTING. ENCASE SEWER IN CONCRETE WHERE / / B 1;+ _ J i M ATROWICZ m ~ LESS THAN 18" VERTICAL SEPARATION FROM WATER �� �O '/+/ j + /f ,' o CIco w10. THE APPLICANT SHALL CONDUCT STREET SWEEPING ON THOMAS CIRCLE, AS DEEMED NECESSARY BY THE CITY ENGINEER/DPW. LINES (MAIN AND LATERALS) PER CITY \ � ' / �! A No. 3 56 O PATR OWI C Z l � /+� �� LAND DEVELOPMENT ENGINEERING REQUIREMENTS. INSURE PROPER + + +/,��+ i F, BEDDING AND + ,4 +/✓ ; INSTALL NEW 8 CLD. WATER MAIN. MINIMUM � 11. ALL CONSTRUCTION VEHICLES LEFT OVERNIGHT AT THE SITE, SHALL BE LOCATED COMPLETELY ON THE SITE AND NOT ON THOMAS CIRCLE. , ,+ +/ ' COVER 5 (OR 4' WITH INSULATION PER CITY a.� 14 Brown Street Salem, MA 01970 COVER PER SALE fir- ems/ i , REQUIREMENTS ;4- ,,�+' / SPEC). CONCRETE ENCASE SEWER LINE. 978 836-6400 zQ 12. THE CITY'S CLERK OF THE WORKS SHALL BE ON-SITE DURING CONSTRUCTION, AS DEEMED NECESSARY BY THE CITY ENGINEER. � . +j '• _J --Rwq'tib 7i r- WAIVER OF FRONTAGE �LiSio✓1 i Citp of Salem, fdaoarbu5sem • K 6• Manning 39narb a ®ne 6alent Oreen Decision May 18, 2000 - - cn Nondas Lagonakis _ �_- c/o Atty. Joseph Correnti Serafmi, Serafini, Darling, and Correnti 63 Federal Street Salem, MA 01970 RE: Decision for Thomas Circle—Waiver From Frontage Dear Atty. Correnti: A Public Hearing on this petition was opened on April 6,2000 and continued to April 24, 2000 May 4,2000, and May 18,2000. At a regularly scheduled meeting of the Planning Board held on May 18,2000, with the following Board members present: Walter B.Power III,Bill Luster, John Moustakis,Lee Harrington,David Weiner,Bill Cullen, Gene Collins, and Chuck Puleo Notice of this meeting was sent to abutters and notice of the hearing was properly published in the Salem Evening News. The petitioner, owner of the property, is requesting a waiver from frontage requirements from the Subdivision Regulations and under MGL Chapter 41, Section 8111,to allow the property located at 7-17 Thomas Circle to be subdivided into four lots. This section states that"A Planning Board may in any particular case,where such action is in the public interest and not inconsistent with the intent and purpose of the subdivision control law,waive strict compliance with its rules and regulations, and with frontage or access requirements specified in the law...." The waiver from frontage is being granted for the property located at 7-17 Thomas Circle upon the findings by the Board that: 1. Special circumstances exist which especially affect the land and structures involved and which are not generally affecting other land and structures involved; One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 Thomas Circle ` May 18, 2000 - 2 2. Literal enforcement of the provisions of the Regulations would involve substantial hardship, financial or otherwise, to the petitioner; 3. Petitioner shall comply with all conditions of the Board of Appeals Decision: and Therefore,the Planning Board voted by a vote of eight(8) in favor,none(0) opposed,to grant the waiver from frontage requirements for 7-17 Thomas Circle, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 4, entitled, "Plan of Land for site located at 7-17 Thomas Circle, Salem, Massachusetts",prepared by Patrowicz Land Development Engineering, 60 Washington Street, Salem,MA, dated February 7, 2000, and revised March 10,2000, April 5, 2000 and June 15, 2000. 2. Utilities a. The water line proposed to be constructed in Thomas Circle,which was proposed to end at Lot#3 shall be extended,beyond Lot#4,to the property line of the parcel located at 3 Thomas Circle. Such extension is for the benefit of the abutting owner of 3 Thomas Circle. The cost of extending the water line from the property line of Lot#3 to the property line of 3 Thomas Circle shall be born equally by both the developer and the owner of 3 Thomas Circle. The cost of the extension shall be based on the RH Means Cost Estimator. Should the owner of 3 Thomas Circle decide not to participate financially in such water line extension as described above,then the applicant is not obliged to conduct such work. b. The sewer easement located to the rear of the lots shall be extended to the eastern most property line of Lot#4 for the benefit of the owner of 3 Thomas Circle. The developer shall choose the exact location of the easement across its property. c. Utility installation shall be reviewed and approved by the City Engineer. o _ _. C= d. All utilities shall be installed underground. Ln _ ,c �T 3. Fire Department D The applicant shall comply with all requirements of the Salem Fire Department. — M— w D 4. Building Inspector CY- The applicant shall comply with all requirements of the City of Salem Building Inspector. 5. Thomas Circle a. Thomas Circle must be overlayed with asphalt in its entirety. b. The City Electrician shall receive a determination as to whether a street light is required to be installed on Thomas Circle prior to the issuance of the first building permit. If it is ' determined by the City Electrician that a street light is required,the applicant,his successors i Thomas Circle May 18, 2000 - 3 • or assign shall install a street light on Thomas Circle in the location designated by the City Electrician. c. Thomas Circle shall be widened so that it is no less than 18 feet in width at the location of retaining wall A,which is located adjacent to 310 Highland Avenue. d. A striping plan for Thomas Circle shall be submitted to the Engineering Department for their review and approval prior to the issuance of the first building permit. e. A detail of the guard rail to be installed on Thomas Circle shall be provided to the City Planner prior to the issuance of a street opening permit. f. The applicant shall work in good faith in assisting the City in obtaining an easement for the portion of land located on 3 Thomas Circle which has been utilized as roadway. However, should an easement not be obtained, the applicant shall proceed with the gins and `. conditions as listed herein. - fl C r 6. Construction Practices D r'' All construction shall be carried out in accordance with the following conditions: n 3 D a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work s%ll continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. 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 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules,regulations, and ordinances of the City of Salem. e. The applicant shall conduct street sweeping on Thomas Circle, as deemed necessary by the City Planner. £ All construction vehicles left overnight at the site, must be located completely on the site and not on Thomas Circle. g. The applicant shall provide a plan to the City Planner for his approval which illustrates how Thomas Circle will be open to the public for safe travel at all times. The plan must be provided prior to the issuance of a street opening permit. g;Thomas Circle May 18, 2000 -4 7. 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. 8. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be bome by the applicant, his successors or assigns. 9. Violations Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded 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 are on file with the City Clerk and a copy is on file with the Planning Board. Walter B. Power,III Chairman 0 aC71= c -L ry)71 n. V n� w � o- 11 y � 1' 9 I 1 I , J I ry , U I I — 1 Jul I I N86'44'53"W 1 118.05' _ I o I i o o r°°° o LOT 203 m LCC PLAN #11802 E (sheet 5) / > SUSAN HOWLAND fk % E CERT.#66531 EXISTING LOT AREA = 7458 t S.F. Q / PROPOSED O TAKING OR 1 EASEMENT I AREA = 176 t S.F. o edge 20.8'1• �g / `7 �0co �\v PLAN OF LAND THOMAS CIRCLE , SALEM SCALE 1 " = 20' JULY 12, 2010 NORTH SHORE SURVEY CORPORATION 14 BROWN ST., SALEM, MA 01970 (978) 744-4800 #1568 �,UG,ivQ,�L OF� �vcml��e �, me� �-��- m om rr� � �-e- CITY OF SALEM PLANNING BOARD DECISION- WITHDRAWAL September 5, 2008 Anthony Tiro 9 Gianna Drive co Saugus, MA 01960 RE: Thomas Circle Amendment Withdrawal. o } J Dear Mr. Tiro: The Salem Planning Board met Thursday September 4, 2008 to discuss your request to amend the Planning Board's Waiver of Frontage approval dated May 18, 2000. The proposed amendment was to retain the existing rock boulders along the roadway rather than install a guard rail. At the hearing, you requested to withdraw your request. The Board decided by a unanimous vote (7-0) to approve the request for Withdrawal Without Prejudice. Further amendments to the approved plans will require the approval of the Planning Board. Xcer,. ely, n Charles Puleo Chairman Cc: Cheryl LaPointe, City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW,SALENI.COM CITY OF SALEM PLANNING BOARD October 27, 2010 y. CO Tony Tiro - -0 Tiro Development & Construction w 9 Gianna Drive cn Saugus, MA 01906 RE: Request to for insignificant change—elimination of guardrail from plan The Salem Planning Board met on September 30, 2010 to discuss the request of Anthony Tiro to eliminate the guardrail originally shown in the plan for Thomas Circle approved on May 18, 2000 and amended July 24, 2006. The discussion was continued to October 21, 2010. On October 21, 2010, the Board, by a vote of nine (9) in favor (PUleO, Moustakis, George, Clarke, Kavanaugh, Ready, Sullivan, Sides and Hanscom) and none opposed, voted to approve the request to eliminate the guardrail. Based on correspondence from the Massachusetts Department of Transportation, the Salem City Engineer, and an independent contractor contacted by Mr. Tiro, the Board found that installation of the guardrail as originally planned would be difficult, if not impossible, to install, and that it would be unsafe if installed, since there is apparently no safe method of securing the guardrail to the bedrock that exists alongside the road. Sincerely, Charles M. Puleo Chair CC: Cheryl LaPointe, City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 .TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM �ivlarrn�,, CITY OF SALEM MASSACHUSETTS DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦ SALEM,MASSACHUSETTS 01970 TELE:978-619-5685 ♦ FAX:978-740-0404 LYNN GOONIN DOW^AICD DIRECTOR April 14, 2011 Mr. Anthony Tiro 9 Gianna Drive Saugus, MA 01906 Dear Mr. Tiro: Please be advised that unless the water service is installed as specified in the Memorandum of Understanding between you and the City, dated July 24, 2007, the Planning Department will not sign off on the routing slip for the Certificate of Occupancy for the final house on Thomas Circle. Yours truly, ) L n Duncan�1, AICP Director CC: Beth Rennard, City Solicitor Thomas St. Pierre, Director of Inspectional Services David Knowlton, City Engineer MEMORANDUM OF UNDERSTANDING The parties to this Memorandum of Understanding are the City of Salem, acting by and through its Mayor(hereinafter"City") and Anthony V. Tiro, his successors and assigns (hereinafter"Owner"), owner of the property which is the subject of this Memorandum of Understanding, and which is ftirther described in Land Court Certificate Number 78478, filed with the land registration office of the Essex South District Registry of Deeds. The parties agree as follows: 1. This Memorandum of Understanding replaces a Memorandum of Understanding by and between the City and Nondas Lagonakis, dated June 24, 2003,that was made a part of the settlement agreement of Superior Court Civil Action No. ESCV2000-10674-D. The Owner is successor in title to the property described above. 2. The Owner, at his expense and with prior written permission of the property owners, shall connect the properties located at 2 Thomas Circle and 310 Highland Avenue to the new water main that will be installed (replacing the existing "spider lines"). The Owner shall make the connections to the gate valves, also identified as the water shut off valves (WSO)on the Utilities Plan drawn by Patrowicz Engineering dated February 7, 2000 and revised June 27, 2006. However, if the water shut off valves are not able to be located,then the Owner shall bring the new water lines to the property lines of 2 Thomas Circle and 310 Highland Avenue and install new water shut off valves. The City shall waive the permit connection fee for this work. The Owner shall also install said water line up to 5 Thomas Circle so that owner of this lot may tie into the water line at that landowner's expense. The Owner shall take all necessary steps to minimize the disruption of water service to the existing homes. Also, the Owner will construct a sewer line across the Owner's property to the easternmost property line of the owner as shown on the Patrowicz plan solely at the Owner's cost. 3. That the Owner cooperate with City and Utility officials in an effort so that at least one of the utility poles being installed on the northwestern, outer perimeter , include a street light that matches those currently existing on Thomas Circle, if this is possible. 4. That every effort be made to permit unimpeded access for vehicles during construction. Should unimpeded access not be possible due to construe P p hon residents shall be provided with 1) advance notice of the times when access will be impaired and 2) the mobile phone number of the supervising,contractor on site and 3)the Owner will provide residents alternative parking in the neighborhood if needed during construction. Access for residents shall not be impeded before 9:00 a.m. or after 4:00 p.m. Residents shall be informed of any problems that arise during construction (i.e. water line breaks, traffic issues, etc.). 5. That any landscaping damage to resident's property be corrected no later than the final phase of the project. 6. Susan M. Howland seeks to convey to the City of Salem for consideration of $1.00a parcel of land shown as proposed access easement area+/- 176 s.f. on a plan of land on file with the Registered Land Department of Essex South District Registry of Deeds registered as Plan Number 11802-58. The Owner agrees to pay for the cost to prepare and record any plans and deeds necessary to complete the transfer of said parcel. The transfer of said parcel is subject to City Council approval. All terms and conditions of the July 24, 2006 decision of the Planning Board, and any amendments thereto, shall remain in force and effect and artnLorporated by reference in this memorandum. �� City of Salem, By 'ts Mayor Anthony V. Tir Dated this�day of , 2007 CITY OF SALEM9 MASSACHUSETTS DEPARTMENT OF PUBLIC SERVICES 120 WASHINGTON STREET, 4TH FLOOR SALEM, MASSACHUSETTS 01970 MIN61r" BRUCE D. THIBODEAU, P.E. DIRECTOR OF PUBLIC SERVICES/CITY ENGINEER STANLEY J. USOVICZ, JR. TEL: 978-745-9595 EXT. 321 MAYOR FAX: 978-745-0349 August 17,2004 Ms. Joan Lovely,Chair Committee on Community Development and Economic Development Office of the City Council City Hall Salem, Massachusetts 01970 RE: Thomas Circle Dear Councilor Lovely: In response to your request I have reviewed the Memorandum of Understanding(MOU)and discussed the intent of the MOU with current City staff who were working in the Department at the time that the MOU was drafted. I do not understand why you are asking for an estimate of the entire water line since it was never the intent of this Department to participate in the construction of this water line. Further, I do not believe that the MOU requires this Department to do so. I believe it would be the responsibility of the Developer to provide this estimate through the design consultant since they are the designer of record. We could have our water system design consultants review the estimate if you so desire. However, it does appear that the intent of the MOU is to have this Department assist in some limited capacity. Since I have assumed the Director's position, it has been the practice of this Department to assist in such situations to assure that the City receives a viable addition to the water supply system that will effective service current and future users and will do so using sound water works practices. An example would be to provide advice,oversight,and limited materials when a new extension can be looped to another section of the water system. This will only be done if, in my opinion when reviewing the final project documents, it will improve the City's water supply system, is in the best interest of the users of the system, and when this Department will be maintaining and operating the addition to the system. Speaking with the former City Solicitor,John Keenan, it is his understanding that a number not to exceed $6,000 was discussed in meetings but the previous Director has left no documentation that 1 can find on this discussion. It is a reasonable assertion that $6,000 is adequate to created the connection specified in the MOU. This project would provide a much needed upgrade to the water resources for the resident of Thomas Cr. that the City would be unable to complete for many years to come. If you should need any additional information, please do not hesitate to contact me. Very Truly - y�'o%urs��rncc D. 'fhib do /�u, 4 . Director of Public Services/City Gngincer CC: Kale Sullivan, Mayor's OlJice Joseph Nerden, Assistant. City Frigincer Utnr.�r_'inr.l t-auolxrndaicdcccArq. ri I hums..... 1- Citp Of 'a)atem, jf1ag!5arbU5ett!5 Office of the (Citp (Council Cttp fall COUNCILLORS-AT-LARGE LEONARD F. O'LEARY WARD COUNCILLORS 2004 PRESIDENT 2004 THOMAS H. FUREY DEBORAH E. BURKINSHAW LUCY CORCHADO KEVIN R. HARVEY CITY CLERK MICHAEL SOSNOWSKI JOAN B. LOVELY JEAN M. PELLETIER ARTHUR C. SARGENT, III LEONARD F. O'LEARY MATTHEW A. VENO MICHAEL BENCAL Bruce Thibodeau July 15, 2004 JOSEPH A. O'KEEFE, SR. City Engineer City of Salem 120 Washington Street Salem, MA 01970 Re: Thomas Circle Dear Mr. Thibodeau: Please be advised that the Committee on Community and Economic Development met on June 29, 2004 and July 14, 2004 with regard to the above-captioned matter. Please be further advised that the committee passed a motion to request an estimate from your office for the installation of a water line from Highland Avenue up to and including Thomas Circle. This request is being made pursuant to a Memorandum of Understanding entered into by and between Nondas Lagonakis and Mayor Stanley J. Usovicz, Jr. (see enclosed). As is referenced in the MOU, there exists a revised plan dated April 9, 2003, prepared by Patrowicz Land Development Engineering. The parameters for this estimate can be obtained from these plans which should be on file with your office or in the possession of the City of Salem legal department. Would you please report back your findings to the committee within 14 days of receipt of this letter. Should you have any questions or require additional information, please do not hesitate to contact me. Thank vou. Very truly yours, - ��n B. Lovely, Chair Committee on Community and Economic Development Cc: Council President Leonard F. O'Leary Committee on Connmunity and Economic Development SALEM CITY HALT_ • 93 WASHINGTON STRFFi • SAI_FM. MA 01970-3599 • WWW.SALFMCOUNCL.COM Mr. Anthony V. Tiro 9 Gianna Drive Saugus, MA 01906 (617) 212-8080 August 12, 2010 To: City of Salem - Department of Planning and Community Development Lynn Goonin Duncan, AICP,Director I present for your consideration two amendments to the existing plan (dated February 7, 2000, revised through June 27, 2006). The first amendment would retain the existing rock wall and eliminate the proposed guardrail. If not approved the second amendment would move the guardrail inwards. As indicated in my previous letter dated August 13, 2008 to the Department of Planning and Community Development, the two guardrail companies (Budget Fence and Cleveland Fence) indicated pre-existing issues in which the proposed guardrail cannot be installed without creating safety concerns. Since then I met with two other fence companies, one being De Luca Fence. They would not even price out a guardrail system at this location due to the safety concerns. I then met with Bob Lima the owner of Total Highway Services (THS) who went to the site on three separate occasions. The first time to mark where he believes the guardrail posts should go, the second time to hammer in steel pins to see if the posts would penetrate the surface of Thomas Circle and the third time to meet with the City Engineer, David H. Knowlton. Bob Lima (THS) explained to Mr. Knowlton verbally and since then via email the reasons why the guardrail, as proposed, would not work. The primary reason is that the plan asks for a "Mass Highway Wooden Guard Rail, steel posts securely bolted into ledge". Bob explained that the H- Beam would have to be replaced with a round post placed into a drilled hole and then cemented in place. This would severely affect the integrity of the guardrail system making it unsafe. Bob also stated at that meeting and via email that the width of the road would narrow. I also confirmed Bob's findings with the Massachusetts Highway Department. I spoke with Mr. David Phaneuf. He confirmed that the proposed guardrail shown on the plan does not and cannot meet Massachusetts Highway specifications. There is no such specification to secure guardrails bolted into ledge. Simply put, the guardrail proposed on this plan cannot safely be installed and does not meet Massachusetts Highway Specifications. In the business of sub-division planning and construction, it's very rare (if ever) that a plan proceeds without changes for various reasons. The reason here for my request for this change is that there was no exploratory excavation in the location where the guardrail was to be installed and there was no research into the Massachusetts Highway Specifications manual prior to approving the original plan by the previous owner and his engineers. If these procedures were followed then this guardrail plan would never have been proposed. Every guardrail company I spoke with stated that the safety of the guard rail, as proposed, would be severely compromised if at all possible to construct per current plan. My amendment would be to move the guardrails inward so that the H Posts can be placed into suitable fill; therefore, not compromising safety. I am willing to proceed with this proposal with the approval of the Planning Board. The alternative would be to amend the plan and leave the current condition as is. I request that I be placed on the first available September Planning Board meeting to discuss these amendments. Thank you for your consideration in this regard. Sincerely, Anthony V. Tiro Attachment: Proposed Guardrail Location Plan 1 a _ , ju, AND/OK w,.,l,, �� r,6fi]5 : \�' Y' _411 65239/308o:...t.�� . ••r 1700 HOUSE {6T +mss° 6194 DISCOUNT FURNITURE STORE .� ♦ 692 t / / Y561 / /j//////// � i n 0906 -, aw UP HOUSE �sGRA14 44" SScRassl4azo 543 ,6aae +i�« t .l,frs''t �ti(�,l) 4 �.�► J 0271 \\ F .,fis 9a jj } t 4 1 �t fH i f+�+f,+, ,l y7ly' Ir-r'!.'�+� . 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C BED ;; ,, 5''� 1414 ,. < n ri / C ,1ij¢ ,5 Wtsl.a9 ~591),1 150.09 !�' At¢ 1aF] .�,Aj"� `GAS W9.29 EXHIBIT B I T t5'`'a '•� `�+� /t `' I144 , `�" '�-REMOVE EXISTING BOULDERS, - 1 k \+ " W INSTALL 155 LF NEW STAEEL V'Jii)HIGHWAYSS A ffiPROPOSED WOODEN GUARDRAIL, SITE �� ,_ -- MN f �,r o ACCESS '- e" a' %� F s' > SE dj CURELY BOLTED INTO LEDGE '° -. --� }r'�' ✓1111 \gala 17 EASEMENT .6e ' � y„z..*� \ �a. �D I ,sz.00 �. '+ -.s ✓ / ,< f ' REMOVE LOW SHRUBS AND LAND x] FOLIAGE TO IMPROVE SIGHT L] N® GR NG ✓ / r �V L� tl48 Qz3�.6, at � for a site located EXISTING RET.WAL INST11 RUCTION EXISTING S yrs `' r 6� C I TO BE REPLACE t N PAVEMENTS ., ri`:- i 7 - 17 THOMAS TD BE / mal uTIuzEP , y 'rl FOR ACGES Ts�pao % << , MassachuSe s Salem NEW pq�M �> �r � a / �� f CO N S RU,MENT FOTO &1145 y r g�' ` Q0 % Owner: Nondas Lagonakis 15,59 .MATCH EXISnNOF K'A1FRG i age ,.-� ,], d� ®� MA 01970 0 111.671 G A NM 0G g Bridge Street, Salem, e ,5,.60 ,q M A11w 0 aha ASA April 5, 2000, SIE] / o �� 065 6]' 1 + r /�`� -l� Date February 7 2000 Revised: 2003 °a5], l ,.s y,� `� y'. /� N�Q' June 15, 2000 ar»d April 9> 150]9 ' + ++ / �' 20' Sheet 2 of 4 X51 z] j �>v` ,� PLDE #99— Scale: / 3 ' �> %P °4 32 ' 1 I( �r7 IousE + «4I f Ro li[� y+. 'tr `' i" / YYY '� C� P DEVELOPMENT ENGINEERING LAND KA ,< .5J° / j/ (� �® rp 60 Washington Street, Salem, MA 01970 i'NUE �rp (978)745-2288 ++ 111111% ' / . 3