Loading...
8-10 BROADWAY - ZBA P o 8-10 BROADWAY v I b C Legal Notice —� i I CITY OF SALEM BOARD OF APPEAL 978.745.9595,Ext 381 will hold a public hearing for all per- sons interested in the petition submit- ad by BROOKS WILLIAMS request- ing a Special Permit to run a Dog Day 'Care Business in a.portion of the ,building for the properly located at 8-10 J Broadway. Said hearing to be held I Wednesday, May 19, 2004, at 6:30 ! p.m., 120 Washington Street, 3rd 1 floor. + Nina Cohen,Chairman fl 'I (5/5,12) � { Legal Notice r COMMONWEALTH OF MASSACHUSETTS THETRIALCOURT PROBATE AND FAMILY._-- Creature Comforts 63 Atlantic Avenue Marblehead, MA 01945 781-639-0449 To Whom It May Concern, This letter is to introduce my husband Ned, myself, and our business. As owners of Creature Comforts we have served Marblehead, Swampscott and Salem with home pet care since 1993. We provide daily dog walks, cat care and doggie playgroups. Our office is located at 63 Atlantic Avenue with a full time office manager and 20 dedicated dog walkers. This location is also home to "Pawsitively Marblehead". Our unique gift gallery for pet lovers has recently received the 2004 Readers' Choice award for "Favorite Pet Shop". We have been active members of the Marblehead Chamber of Commerce and participate in many local charitable organizations and fundraisers. We would like your support for our new venture, a professional state-of-the- art facility to host doggie day care. This will not be an overnight kennel. We do plan to offer agility, fly ball and training classes, pet parties, special events and fundraisers for local charities. The names below are a few of our Marblehead supporters: Tom McNulty, Town Clerk/Selectman � Betsy Tufts, Dog Officer Leslie Gould, Director, Chamber of Commerce Christine Danjou, Next Door Neighbor, Thank you, Brooks H. Williams +wj I III11 _ !NV(a)=1.90 / ? psj IIII +°° bW' _ SITE PLAN NOTES G � LEGEND \ m ""' "-'w - 6At4� +w j: CB CATCH BASIN DEMOLITION I� �! I 5 �� I � + ALL DEMOLITON OF STRUCTURES UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS IN ACCORDANCE WITH LOCAL AND / STATE BUILDING CODES. � I �D �pMH DRAINAGE MANHOLE STRUCTURE E + N/F 142 CANAL STREET REALTY. LLC /\ r G TpT \ ® r' / paved p5 11 ADDRESS? _ !� g \ / -t `°° G DRAIN PIPE REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE. ASSESSOR'S YAP 33, LOT 6 - , -ll -� IIII (IIII DEED BOOK 17678, PACE 187 4 \ j „ f i PLAN BOOR 180. PLAN 30 8• 4 + f 1 ! i Jill/ 1 �° 9� / / „ TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION PROPOSED SITE UTILITIES BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION/INSTALLATION P ci an + ; /. ,P„ THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-FEET OUTSIDE OF ANY BUILDING(S). UTILITIES INSIDE 10-FEET OF ANY BUILDING SHALL BE SPECIFIED BY � 6' TBR TO BE REMOVED ( ® \ apt TR TO REMAIN OTHERS (ARCHITECT'S MEP ENGINEER) AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. 3 i • +v, ,e / +e Paved a CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL UTILITY LINES SHALL CONFORM TO THE MOST RECENT BUILDING CODES, MASS. HIGHWAY DEPT. \ R 11 R HANDICAP RAMP (MAX.SLOPE=8%) 1 1 jl�ij °n R=5' *° ° cQ y *" +, CONSTRUCT PER ABB SPECIFICATIONS SPECIFICATIONS AND CITY/TOWN DPW, ENGINEERING, WATER AND SEWER DEPT. REGULATIONS AND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW 1 ° //%' OR REPAIRED UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CITY TOWN. r-.' A GA.. +e I I I T ( ) DAlP -v° p.,.e. � � � +. / ' - - o e=rte ,.<. �� VGC VERTICAL GRANITE CURBING 0 ( i dp 6P �g1 �1 �� V G°�O II +. \� / SGE SLOPED GRANITE EDGING PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR a ;' BC BITUMINOUS CURBING SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY AND/OR EXCAVATION AND/OR 12"WATERy3{" ©�sN� SUN SET AUTO REPAIR EOP EDGE OF PAVEMENT (NO CURBING) DEMOLITION WORK. I ( _ �-tP"NATER _ ��jF-` ` 'o �y.Ol � P=5 v" N �\ \ � N/F JUAN NUNEZ $ ' a, PRS \ 125 OCEAN AVE & 11 BROADWAY j li+lz•WAT "III % J\,G�BO4 °+ \�j\�, �G +° � \ '� �9y°°`° a ! +• \ �r �°\\ \ AsssssOR's MAP 33. LOT 4 --- --- E ELECTRIC LINE (TBV) THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE MEP ENGINEER AND DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE STRUCTURES, f ( i ,J 0� paved R , .E \, �.. DEED BOOK 16040. PACs 326 -- T-- TELEPHONE LINE TBV MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. i 1 ( / SPR \ +e a' (TBV) 6"HPGAs- .. f f �1�'XP-ems ` \F-y SMHR/Y=13.94 �, W --- WATER LINE (TBV) f11 +5� �G arO „ INV(.)=1sse �+ ®• WG WATER GATE VALVE (TBV) - INV(6)=f 94 • \/"� NUE (WES 8 LPCes- I 1 I- 4- w �j °� NEW PAVEMENT R=3' �° e �� %� HYD HYDRANT (TBV) OCEAN L�- N AVE � � +• �•1• - \ � - S== - SEWER UNE TBV + j I j I j � V SMH SEWER MANHOLE STRUCTURE a° s A \\ •° OHW OVERHEAD WIRE � � a OSNOW + I / _a 1 1111 I STORAGES p=a +° °' - \ �� kP %=.�, �\ %• * LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT GUTTER ON BROADWAY ( e\ TO BE REGRADED AS REQUIRED (�, �y��p+ e� ! �N.. \\ /'� FFE FINISHED FLOOR ELEVATION 6" MAX. INSTALL NEW BINDER AND TOP PER CITY SPEC S +° o ,.V H. ZA I Ij ° '''-� ° v tP� �0 er,c +o FBE FINISHED BASEMENT ELEVATION LOAM AND SEED - b 3" MIN. BIT. CONC. �9a \ / BINDER COURSE 9 p \ � o (� paved R=3' \ vl �' X' �' X' �� �' �� TOP COURSE ## Z \ /� � •'' MONITORING WELL � .. �� BIT. CON C. ,CIO, . `L� �/ EXISTING TREE (WITH CALIPER) i�� � ����� �������������, 2 / � / rc a \ , { n +w \* \ / 18- � �j��� ,LS,• 4 z W e �rGRANITE RABLE BLOCK '\\ „ PAINTED "NO PARKING' AREA I { a (�I I I I SET ON SLOPE \ III Q Q \ " _ �, � EXISTING LEDGE OUTCROPPINGS III Q • c17 `�� `• Q • REMOVE EX.CH IN LINK FENCE �' \ ' `� I,pCjjs \ y, weeds PROPOSED STREET LIGHT (CITY OF SALEM SPEC. SEE NOTES) _ COMPACTED GRAVEL 1JI 1 I \ I o \ � _III o ' NIP B-10 BROADWAY STREET REALTY LLC - S1'vl ° F \ \\ \ I Q• ,. BASE, . . . q8-10 BROADWAY _ \ + - SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY j .ASSESSOR'S YAP 24, LOT 209YN R!Y=14.28DEED BOOK 17679, PACE 189 INV(a)=8.63 O' I PLAN 146 OF 1880 - -w +e \ / INV(b)=1.68 TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL I-' ;r. . ,,CEMENT• •� ._ ©• •Q',, PLAN 24 OF 1946 a -III 0 1 CONCRETE,` + O IAT AREA = 76,502t SF fNV(c)-6.83 TBM g3 r v t (INCLUDES BOTH PARCELS) '�/ , _: I. �.. ".. p Y.TV. \ 21� - ;•o" �� ' _ IIII-III- - w3 \ «w o S sE1raRS Vic -III �• � �� - � ��I I I -I 1 �-1 I I-, +e * COMPACTED FIRM, : _ I. 00 \ °' �6►i, °° +, / \ w M- STABLE SUBBASE -III- • , .Q• .Qr' ..� • • III= �- f CRUSHED STONE TWO GAS METERSI- 1 I y N STORAGE AREA ONE WATER - I !i' NOTES: a AA 1. VERTICAL GRANITE CURB TYPE VA-4 18' DEPTH x 6" THICKNESS. +� `\ 2. BIT. CONIC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT { l =1 O R P=, \ °° CONCRETE. 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. R=3 /// °' V a� N �A`"o \ weeds 4. PER MHD SPECIFICATIONS M.9.04.1 AND 106.3.0 R-3. �' O 5. CURB REVEAL = 6" 9 CR ° / / e_ JG y \ \ a, 6. ALL GRANITE EDGING SHALL BE LAID AT 90' \� �_ �6. \ \� THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. ------ +;'j ° \ VERTICAL GRANITE CURBING (V� v +. v MHD TYPE 2 4 a, I a a fill 'bio / �1"e P� F {_Ifl a,I j bw Paved 8y T T \1 �. 11 N 2c R=1 \ my �� " �\ / E +e E -S rn 111 +. / �5$ NEW PAVEMENT `nom ` o L4' . C bC red A wa I / Qr y y jjI I I NEW PAVEMENT ° il it � O s r 4- Paved \\ ` �\ \ +° 2" CEDAR BARK MULCH 1 / \ P - - \ R� LAFAYETTE i Q ASSOCIATES SLOPE TO FORM DISH ( -rte - MOUND AROUND EDGE OF N/F rlte LAFArerrE Assocrar£s FINISH GRADE SEE PLAN FOR / /�\/ � �\ 13 BROADWAY � PIT TO CONTAIN WATER s I,l; 1I i. °"°°� 'I� USHED STONE \ AGF.\ 2 } �1� a � \\ DssD BOOK 4200, PACE 333 ' SURFACE TREATMENT) ,> + ASSESSOR'S YAP 33, LOT 2 S AGE AREA RELOCATE EXISTIN - ° \ 10 \ \ \ w, Paved \ ` WOODEN SHED \ � c� ft=1 'p m,° - UNTIE AND ROLL BACK BURLAP t 'cP O / / FROM TOP 1/3 OF ROOT BALL N, TR* RE-INSTALL OHW\ \ +° +� A SYH RIY=16.78 +e w INV(b)='se A ��� BACKFILL MIXTURE - +! Cy \ INV(a)= .03 + '' p. 4 it +j y e. •� /, paved A �, A R_5 INV(c)=2.02 \ m $ ` I \ ✓ � RELOCATED SHED y /^nom, ~<y 'd+ + TAMPED BACKFILL MIXTURE NEW PAVEMENT V W 19 I O \ \ /Sy�7 \ s� _ -24-MIN broken pavement 1 1 \� / 8"/ - 4 SHRUB F`�f `� 0 DUMPSTER 4 P��" 1w_' � _- = N \ B PLANTING DETAIL e �x�j5� s. � CONCRETE � V�G��G - / \ \ / \ \ 4 d 1) 1\\\ 9�(,�'Z �r• OPAQUE FENCE + +° III \ / + / + * I \^ CRUSHED STONE O % / % + STORAGE AREA %; � s� !°s �0. Z/ oWf' �• \ ®� \ � If I \V ,� \ + / y�0� /58!$x/ +. ,y ✓„ G \� a IIII # \\\\\ y a l \a cL +e _wpm lS (p `r N '+ .� p {y \ / owd q ) w R qi� \ �� �� / /� �p►5 °+ \ I (t;I `\ \ '+,+/ �•(V:G paved IIII „ \tt \\\\`• G/ "+ 1 +e +,aw S j , V _, ��� /..• / / paved Av. A� V A i ems' - +o / crashed °+ stone $ � I - _ __- _, „ \`\ / ,aadfng' w PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY w 100 ATL / �¢ ' /' *° �/ EMERSON PERFORATING CORP. -/,� *1 / �05�� /� 16'BROADWAt'F SIXTEEN BROADWAY REALTY TRUST PiAµ OF M4S SCOTT IAN 1 v �1 ° ASSESSOR'S YAP 23, LOT 145 GENERAL NOTES i lit ° ��\\\\ +° UFF� / DEED BOOK 14130. PAGE 429 tI' \�?\.`. / / PLAN 698 OF 1963 PATROWI m + �'' h \ / / PLAN 146 OF /980 Y 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 24, LOT 209. 3; ItIII Lor LINES PER PLAN PREPARED \\11 d(( +1 / / N .3 L y FOR THE CITY OF SALEM vA'v`V p 6 ASSESSOR'S MAP 32, LOT 3E V / / A P e 2 9/30/03 REVISED PER MEETING NTH CITY ENGINEER THERE PRESENTLY EXISTS ASINGLE-STORY CONCRETE BLOCK _ \\ / ' / 7E DEED BOOR 13827. PAGE 588 e BUILDING ON-SITE. - 1 It �`i °A',-rRANs"Mm ':/ STREET TREE LOCATION SHOWN fS ;\ 9 ., \ \\ ,\NCOAC PAD /. - AL 1 9/29/03 REVISED PER PLANNING BOARDS COMMENTS }t/- ON PLAN) 2.5 TO 3" CALIPER(TYP) 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL . 11!1 ° +' 1�`l� er• / tit\.:,;,). °`"� NO. DATE DESCRIPTION /� BLACK REINFORCED ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY - �. M .a. RUBBER HOSE CORPORATION, JULY, 2003. / } .. IIII �+ ® 8e"SEWaTWO STRANDS OF #18 (�\ GU AGE TWISTED SITE PLAN 24'NIN 3. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND g - 'II# +0 °+ \�\l\ � _ � STEEL WIRE UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS { �� +e co PERFORMED ON VISIBLE ABOVE GROUND STRUCTURES ONLY. s _ �I II 2" x 2" SPRUCE POST THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES / - - r-r ,If' *° +° `\ UNPAINTED 6' HIGH I `\ PLANTING SCHEDULE THREE REQUIRED PER TREE SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST E-r IIII# \\\\\ LANDSCAPING, �o AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE I 1� g +° \\\\ III \\\\ SYMBOL QUANTITY BOTANICAL NAME COMMON NAME $jZE NOTES TREE WRAP TO \\\\ \ _ FIRST BRANCH MATERIALS & U TI LI TI E S v� PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE `•i � +o \ a SITE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITY ; PLANT AT SAME DEPTH AS WAS $m LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE ( iI TF I I +o \ / \ PREVIOUSLY GROWN X.) W/IN for '6 AREA OF THE SCOPE OF WORK. ADJUSTMENTS TO THIS SITE O PLATANUS .ACERIFOLIA. LONDON PLANE 4"-4.5" LARGE BROAD DECIDIOUS STREET TREE ONE INCH BELOW MAX.) • PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (WITH I l i " I I I \ / \ TREE CALIPER 2" CEDAR BARK MULCH D iLIS IO BROTHERS CLIENT AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE ? I � lilt \�\\ g CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. - I E IIfI it II \\\ / %ti ? SLOPE TO FORM DISH TO d { f \1\\ \ 30 RHODODENDRON RHODODENDRON 2'-3' HIGH EVERGREEN FLOWERING SHRUB CONTAIN WATER uI PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR ( I N\1 \\\�1ijl ,, LAND CANADENSE U) DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE 1 ¢ I I �� _ w em j UNTIE AND ROLL BACK BURLAP EXCAVATION AND/OR CONSTRUCTION. I - - _ \ \ FROM TOP 1/3 OF ROOT BALL i o - a ,1�; _ - \ , 3 CRYPTOMERIA JAPANESE CEDAR 6-6 HIGH FAST GROWING EVERGREEN TREE SUPPLY INC * 4. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND , - �--1 '�_ -. �'- _ �' _ "° \\� �Ijl MOUND AROUND EDGE OF PIT \\\ JAPONICA 1 o INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH LOCAL AND ¢' IIII 'Y°06 _ _ r _ +- _ +' \\\\ \ •, / I . at 1 STATE BUILDING CODES, MASSACHUSETTS HIGHWAY DEPT. I C4 l;'+ - -'- _ ° _ - \� M FINISH GRADE (SEE PLAN FOR x \' lf, I : SURFACE TREATMENT) # 8 - 10 Broadway STANDARDS AND GOOD ENGINEERING PRACTICES FOR SOLID/PERMANENT h AESTHETICALLY PLEASING CONSTRUCTION. 6' DIAMETER HOLE DUG o AS PART OF THE CONTRACT FOR CONSTRUCTION, IT IS THE # ( II1j I - -° \� \ / FOR ROT LL AND M # � r _ - - - - 0 BA { ' •�. •'•,.•'.:� PROPER AMOUNT OF Salem Massachusetts RESPONSIBILITY OF THE SITE CONTRACTOR ANO/OR BUILDING ( p; '� # _ - _ \\\\\ " •:'•� BACKFILL MIX ) Q CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON _ _ -'_ -- \\\\ qq I ° "' - - \\\\ \ / GRAPHIC SCALE - R00T GALL �I_ -� Date: August 26, 2003 p THESE SITE PLANS BY THE CONSTRUCTION OF ANY REQUIRED t Q I i I - -W - -� -"'_ - �'- - " \ o WIDTH VARIES 15"TMP \•- BACKFILL MIXTURE (TVP) PLDE 03-17 Scale: 1" = 20' Sheet 2 of 4 0 IMPROVEMENTS TO COMPLY WITH LOCAL AND STATE BUILDING . 1 fill - -W y_ - w L - \ s0 G O 50% LOAM + 25% SAND + m 20 40 so CODES AND MHD SPECIFICATIONS. THESE SITE PLANS ARE NOT + �+ _ _ _ _ _ yK 25% PEAT MOSS, MANURE h CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED t q Irl _ _ _� �, �;_ \ to VERMICULITE Land Owner: 8-10 Broadway Street Realty LLC w \� TREE PLANTING DETAIL y y U) ONLY TO OBTAIN THE NECESSARY PERMIT APPROVALS FROM 3 j I WETLANDS -= - /��i 0. TAMPED BACKFILL MIXTURE c�0 443 Essex Street Swampscott MA 01907 J THE MUNICIPALITY. AS PART OF THE CONTRACT FOR S 11 IN FEET ) ECONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE _ -W - -� _ _ = m W w _ I inch = 20 ft, ? CONTRACTOR AND/OR BUILDING CONTRACTOR TO ADHERE AND -'>f- _°: _ -+• - w - w = -s - _�- w - .�- - m _ i L� 1 1�'OwIL/L� CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL o -�- ° - �- - •�//' LAND DEVELOPMENT ENGINEERING CONDITIONS OF LOCAL AND STATE PERMITS AND APPROVALS. ctene arched culvert a - _ - _ _ - _ _ - 60 Washington Street, Salem, MA 01970 t- ��.; - z _ -� w _ .-�. y- _ z y - � (978) 745-2288 LU 0 0 a z z g 0 /- JNV(a)=1.91 ♦♦err„rr_;; DHM { \' '� 6 `4,vq* ! LEGEND SITE PLAN NOTES i{i{ +� ar ®eee +w/ % --V OHM �,ttlr' { Po �` "-- / g6501, CB CATCH BASIN DEMOLITION ALL DEMOLITION OF STRUCTURES, UTILITY UNES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS IN ACCORDANCE WITH LOCAL AND f ! + { ii `DMH DRAINAGE MANHOLE STRUCTURE STATE BUILDING CODES. ° N/F 142 CANAL STREET REALTY, LLC , DkfS10. \ I _, yawd 4 / 3' { ADDRESS? ! +° g \\ � � 1 ASSESSOR'S NAP 33, LOT 6 /'-... \ ( � DRAIN PIPE DEED BOOK 17679. PACE 187 r0 � �\ ✓ °° / / REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE. PLAN BOOK 190, PLAN 30 CIO w ��_ +°pc - � " / , l TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION j { ®.. PROPOSED SITE UTILITIES ` I LC Ops BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION/INSTALLATION O s'i'P THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-FEET OUTSIDE OF ANY BUILDING(S). UTILITIES INSIDE 10-FEET OF ANY BUILDING SHALL BE SPECIFIED BY On �\ w TBR TO BE REMOVED j ��R \ / TR TO REMAIN OTHERS (ARCHITECTS MEP ENGINEER) AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. It ar � pO`°dE- R=5 R HANDICAP RAMP MAX.SLOPE=BX CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL UTILITY TY UNES SHALL CONFORM TO THE MOST RECENT BUILDINGDING CODES MASS. HIGHWAY DEPT. 111 CONSTRUCT PER ABB SPECIFICATIONS SPECIFICATIONS AND CITY/TOWN DPW, ENGINEERING, WATER AND SEWER DEPT. REGULATIONS AND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW I, \ Q �E DRIP e to n d % (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CITY/TOWN. O a $ d ✓ � �• i \ +° -_=VGC VERTICAL GRANITE CURBING II�i I I ,q� X59 6�� t-` Geo 0SGE SLOPED GRANITE EDGING PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR 12-WATER y- (a" \ ' BC BITUMINOUS CURBING � SHALL CONTACT DIG-SAFE O 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY AND/OR EXCAVATION AND/OR f �gP + Ff \« SUN SET AUTO REPAIR EDP EDGE OF PAVEMENT (NO CURBING) DEMOLITION WORK. - - € T#ATER - s �_ THAT dr Q PAPS G S \ p r'� y O.S, ` R=5' °° �° °9 \ 125 JUAN AVEZ - 12"WATER - - III' G�F'L4 \°+ N \ 9,•0°•. ep\\ 125 OCEAN AVE & It BROADWAY ' 1 Jill J� g J��' +° Z \ AssessoR's NAP 33, Lor 4 E ELECTRIC LINE (TBV) THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE MEP ENGINEER AND DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE STRUCTURES, 11 ����p � 0 paved 6 \ DEED BOOK 16040, PACE 326 $ I i _ `s /p•Fl`\ ° `\� • --- T --- TELEPHONE LINE (TBV) MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. s"BP GAS-- ' - �; \ 9`�� (•,G ; -�m o I� 1 9' W WATER LINE (TBV) �Ijl +• ' �� ( j>.. WG WATER GATE VALVE (TBV) ST I �. LNve ,s. � . NUE (WE - -{ -I - I \ HYD HYDRANT C E N As f�iTT NEW PAVEMENT R-3' O e 1 a �. \ ° - + +^ S= SEWER LINE (TBV) C1 J °'+ Iliil \ j � SMH SEWER MANHOLE STRUCTURE {IIS � � ! � v �.v � \ � / � O OHIO- OVERHEAD WIRE SNOW o I ° \ ( STORAGE R=3' -9' \ ,y� LP EXIS'T1NG UTILITY POLE WITH OR WITHOUT STREET LIGHT I GUTTER ON BROADWAY { I • �I46 ?O ��, \\ TO BE REGRADED AS REWIRED R_3•s �r > - \ � Zso 9A O o. F FIFE FINISHED FLOOR ELEVATION INSTALL NEW I OP PER CITY SPEC -- FBE FINISHED BASEMENT ELVATION CONIC./ LOAM AND SEED 3MIN. / BINDER COURSE III +ar MONITORING WEBIT. CONC. i • I�! \V��IIy F \ ° '<' 00 n \ EXISTING TREE (WITH CALIPER) / ��� TOP COURSE 180 \ \ \ \ GRANITE RUBBLE BLOCK \\ .° PAINTED NO PARKING AREA /( �' ' a w SLOPE fI, EXISTING LEDGE OUTCROPPINGS QL �JVI t Q U . REMOVE EX.CHJ(IN LINK FENCE � '� /• �\ +. � + . .. . V. LOCUS s. \ \ weeds Q PROPOSED STREET LIGHT (CITY OF SALEM SPEC. SEE NOTES) I ( \ I ftp \ • \ _ I I O • !•:- ' COMPACTED GRAVEL NIP B-JO BROADWAY STREET REALTY LLC BASE,. ,y8-10 BROADWAY - as \ SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY ASSESSOR'S YAP 24, LOT 209 'F( IN RIM-f4.288 DEED BOOK (7679, PAGE 189 \ "\.., INV(a)=8.68 °+ '••I S� PLAN 14B OF Jsao rNv(a)=Ise TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL - _ 1} -- t i!I1 x • ;i'(l / Ih lfl' ` _ ERi +e \ ' }COECNRTE'T"E•"� �: : C1 c)PLAN 24 OF 1948 INV(c)=s.s9IAT AREA - 76.5021 SF E O(INCLUDES BOTH PARCELS) ' O(•,� lit, µ i ! •i ° ° w \ SEWER as S ,9 \. o 'm° -III • OO ' � -III ! k �I SERVICE? \ 6" COMPACTED FIRM �+I • © CRUSHED STONE { TWD OAS METERS '1LT --, +° STABLE SUBBASE _ g I ONE HATER METER a s'Rr - x x- --- STORAGE AREA - _ °0A' \ � '�` • I- ar # N \ m. � � t - I III 3S o � � � .• �� 0 NOTES: [ .� II{ I i v� � �""' \ � \ 1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. 10 - Q t� a=s y�+ �._ ., VOW2. BIT. CONC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT CONCRETE. 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. O i weeds 4. PER MHD SPECIFICATIONS M.9.04.1 AND 106.3.0 R=� / '' ' g q R� GG A v Ai 5. CURB REVEAL = 6" 6. ALL GRANITE EDGING SHALL BE LAID AT 90' \ \ s \ THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. # o d, W � . ,2�� • \ VERTICAL GRANITE CURBING (V +° i dr MHD TYPE 2 { I r® 9s / « E paved '.. ° �O�rz SE4 SN- 11 Lj +° ( � ••n I I I ' +° +O '° � �'f", �\ / �G / I E.O. ti� �I p �� / �5$ NEW PAVEMENT o� 9 vete h NN y 4,Y l 1 Of I NEW PAVEMENT/ w o. mdr e< / O N _ paved _ +e R-n �\ �'�o Ai LAFj AYETTE 2" CEDAR BARK MULCH Ea ° 10 \ R \ \ ASSOCIATES SLOPE TO FORM DISH °^ z, .°� � - \ � \\ �,y \ N/F THE LAFArETTE AssoclArEs KNISH GRADE (SEE PLAN FOR MOUND AROUND EDGE OF \ �a 3 BROADWAY PIT TO CONTAIN WATER € - S �\/ n - yc �5 - \ / m, �•�m +. \ r ASSESSOR'S MAP 33. LOT z SURFACE TREATMENT) {I ' CRUSHED STONE G Z + \ 111 P DEED BOOK 4200. PAGE 333 z STORAGE AREA t 1 NST P� F RELOCATE EXISTIN otNY 9„/ 10 \ =a A paved I I WOODEN SHED R=1 w UNTIE AND ROLL BACK BURLAP �* Z_ FROM TOP 1/3 OF ROOT BALL RE-INSTALL QHW , , N III! - € I I IZ \ !� SN RIM.03 (C'LY 3� �j INV(a)=2.03 ee +. paves' &. R_5. JNv(h)=4s8 (c) \ i - BACKFILL MIXRIRE\ INv = .RELOCATED SHED 111 ' + �9 �'\ + � TAMPED BACKFILL MIXTURE { I I I f If •I Y f , `t,i�;\`i1 '° \s iy NEW PAVEMENT \+ _� ' 24'MINbroken pavemaney�, AINE: SHRUB PLAN TING DETAIL.' +7° ti t^ G DUMPSTER p \; a CONCRETE � 1 ' , �\ / � \ PAD J + +., + /OPAQUE FENCE / + CRUSHED STONE 0 / / +• \ +�\ iF STORAGE AREA Q F" / i / \\\\ Of \IA / \ LP co 0 If a / ' } \x +s tux °+✓�j(I.'�Pj /' paw N+ li paved lop p \\ in Me ! \ +e \ / / gushed cd`d( stone / } I " ~ r;i " loading dy'�, PLANS NOT FOR CONSTRUCTION PLANS FOR PERMITTING PURPOSES ON «' �� '/ /� +, LY ± " olop 100 yyL �T��� � �� / EMERSON PERFORATING CORP. �IyD(l de /",ei //. N/F SIXTEEN BROADWAY REALTY" TRUST Of 1 SVi �lJ r +. > y8, /� 16 BROADWAY ��H r� GENERAL NOTES I {{{ � +y ��;; " / -� • ,;�, ASSESSORS MAP 23, LOT 145 �vl- 4'VSq r `�,(/'T� / / DEED BOOK 14130, PACE 429 p� SCOTT IAN CZ �`t,','' •I' '` / / / // PLAN 146 OF 1963 G / • {!{{I AR �� \ , �c PLAN 146 OF 1980 ATPi m 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 24, LOT 209. _.R LOT LINES PER PLAN PREPARED \`\�� / / / o CI -: I; FOR THE CITY OF SALEM ' THERE PRESENTLY EXISTS A SINGLE-STORY CONCRETE BLOCK I ASSESSOR'S MAP 32. LOT 3Z p f DEED BOOK 13827, PACE 586 „ \ - C/ P 2 9/30/03 REVISED PER MEETING WITH CITY ENGINEER BUILDING ON-SITE. + I \ �. rRA,vsFORMER �/ 90 T 1 9/29/03 REVISED PER PLANNING BOARDS COMMENTS I +. ` \ STREET TREE SLOCATION SHOWN F ,1Q LEN rill �,aI �; ab ` \N CONC PAD ON PLAN) 2.5 TO 3" CALIPER(TYP)2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL a a - \SO° I +° ` W`\ e,e / BLACK REINFORCED �' N0. DATE DESCRIP710N ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY / �A /° - -- - W"W _ RUBBER HOSE CORPORATION, JULY, 2003. {!{i ®.° TWO STRANDS OF #18 0 3. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AMD / ¢ { R ` ` / / ` STEEL TWISTED SITE PLAN Q 1 b // 24"MIN STEEL WIRE UNDERGROUND CONDUITS SINCE FIELD SURVEY WAS I +s }}i ca PERFORMED ON VISIBLE ABOVE GROUND STRUCTURES ONLY. € �W ' I I \\\��1 \\`� 2" x 2" SPRUCE POST THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES / I v \"` + 1 \ UNPAINTED 6' HIGH v SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST '� {IIJ PLANTING SCHEDULE THREE REQUIRED PER TREE LANDSCAPING, o AVAILABLE INFORMATION GIVEN TO RI PLDE AT THE TIME OF THE y +' ��`1 MATERIALS & UTILITIES N d 1'{{ ^yyf �1i\\ \ SYMBOL QUANTITY BOTANICAL NAME COMMON NAME WE NO-11E ---- TREE WRAP TO vJ PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE � I I +e 11\\ / FIRST BRANCH v SITE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITY \\\+ 1 3 LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE �\ PLANT AT SAME DEPTH AS WAS PREVIOUSLY GROWN (OR W/IN for AREA OF THE SCOPE OF WORK. ADJUSTMENTS TO THIS SITE 10 PLATANUS ACERIFOLIA LONDON PLANE 4"-4.5" LARGE BROAD DECIDIOUS STREET TREE ONE INCH BELOW MAX.) W PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (WITH TREE CALIPER z CLIENT AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE (Ya {i{{ I I I \ s�'�r -2" CEDAR BARK MULCH D iLIS IO BROTHERS g CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. )-. E"" II iE II "1 .�'}] ` I `ter. - SLOPE TO FORM DISH TO w PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR I,I �U� \ !I 30 RHODODENDRON RHODODENDRON 2'-3� HIGH EVERGREEN FLOWERING SHRUB CONTAIN WATER LANDSCAPE & MAS 0 NARY Q +r+{i' \ \ ���I /� CANADENSE � DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE _ � Itt! II •'0'' _ \\\ ��� EXCAVATION AND/OR CONSTRUCTION. l� y- ea` \\\ / \ j o UNTIE AND ROLL BACK BURLAP _ FROM TOP 1/3 OF ROOT BALL SUPPLY INC • Mo 4. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND �'-� _ � \ \\\\\ \ ��� 3 CRYPTOMERIA JAPANESE CEDAR 6-8� HIGH FAST GROWING EVERGREEN TREE ' !!! \\ o I� MOUND AROUND EDGE OF PIT o INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH LOCAL AND �i {I?� w°O' z _y - -W \\ IP�\\�\ JAPONICA I N STATE BUILDING CODES, MASSACHUSETTS HIGHWAY DEPT. �-+ {{{{ `�_ = \'�\ \ at STANDARDS AND GOOD ENGINEERING PRACTICES FOR 'r{I # y W-w \ \, \ I I I , i� FINISH GRADE (SEE PLAN FOR \\ iV; VJ SURFACE TREATMENT) # 8 - 10 B ro a d wa y SOLID/PERMANENT & AESTHETICALLY PLEASING CONSTRUCTION. z F � II _ _ _ \ f . - - - -8' DIAMETER HOLE DUG o AS PART OF THE CONTRACT FOR CONSTRUCTION, IT IS THE s' ;i j' I _ - �- _°_ v,- _ " \\�\ \ _ -� FOR ROOT BALL AND RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING e,;;,;} PROPER AMOUNT OF / - - - l CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON : - °' - � _ -°_ 1.\\\ ^i-•'�• '• ' •'•". ••'• " '•" BACKFILL MIX Salem, Massachusetts p THESE SITE PLANS BY THE CONSTRUCTION OF ANY REQUIRED Q I - _ - _ y_ - „ \\\\ \ GRAPHIC SCALE mot T BALL \ \ Date: August 26, 2003 IMPROVEMENTS TO COMPLY WITH LOCAL AND STATE BUILDING " I , i o 15'T•P BACKFILL MIXTURE (TYP) €- �.' I I _ - - _ - _ - WIDTH VARIES \. 50% LOAM + 25% SAND + PLDE#03-17 Scale: 1" = 20' Sheet 2 of 4 In CODES AND MHD SPECIFICATIONS. THESE SITE PLANS ARE NOT , fiill _ "_ ' - _ - _" _ - \ so ° }° 20 40 so 25% PEAT MOSS, MANURE & p CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED 6 g )I I - _ " _ '- - - -- -� _ ��, \\\\. / VERMICULITE cn ONLY TO OBTAIN 111E NECESSARY PERMIT APPROVALS FROM { i{ ! _ - - -- -t�-�T�} - - w ' \`\ \ y - TREE PLANTING DETAIL Land Owner: 8-10 Broadway Street Realty LLC - - \\ O �, I = -^�Y vs - z \\ \ ) TAMPED BACKFILL MIXTURE coo 443 Essex Street, Swampscott, MA 01907 THE MUNICIPALITY. AS PART OF THE CONTRACT FOR \� IN CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE Ill CONTRACTOR AND/OR BUILDING CONTRACTOR TO ADHERE AND ;! m � 1 inch = 20 f1. PATROWICZ U) CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL LAND DEVELOPMENT ENGINEERING stone arched culvert - _ - _ - - _ _ - _ - CONDITIONS OF LOCAL AND STATE PERMITS AND APPROVALS. - -+ - W y - _ _ _ _ _ 60 Washington Street, Salem, MA 01970 � -2288 w 0 a 0 z a _J { 1f II1I SMR RIM=13.20 aov .�, ;InI See; • ,� � — D *w LEGEND SITE PLAN NOTES tt {$ it I I i/'twit fi_irP .v�, 1 t [ ! e Iii +• w © +w/—�Sl'—__ per o w _ - j 5 #FR CB CATCH BASIN DEMOLITION it �� �II °° - F• - / ,y' ss ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS IN ACCORDANCE WITH LOCAL AND DMH DRAINAGE MANHOLE STRUCTURE STATE BUILDING CODES. NIF 142 CANAL STREET REALTY, LLC + I 1 ADDRESS" +a• i E Q IIIiI ASSESSOR'S YAP 33, LOT 6 v\�! / \ / /- =I1- DRAIN PIPE REMOVE UNSUITABLE SOIL AND PROPERLY DISPOSE IT OFF-SITE. DEED BOOK 17679. PACE 187 p -/� PLAN BOOK 190, PLAN 30 g'�Q e +• py YY / TBV TO BE VERIFIED FOR LOCATION AND SIZE AND ELEVATION l j till' I /S� (�� PROPOSED SITE UTILITIES _ v BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION/INSTALLATION ` \ �P 6'" GAS �/ 'D" TBR TO BE REMOVED THE FOLLOWING NOTES PERTAIN TO THE UTILITIES 10-FEET OUTSIDE OF ANY BUILDING(S). UTILITIES INSIDE 10-FEET OF ANY BUILDING SHALL BE SPECIFIED BY TR TO REMAIN OTHERS (ARCHITECT'S MEP ENGINEER) AND SHALL BE CONSTRUCTED PER THE MOST RECENT LOCAL AND STATE BUILDING CODES. paved +° CONSTRUCTION METHODS, INSTALLATIONS AND MATERIALS OF ALL UTILITY LINES SHALL CONFORM TO THE MOST RECENT BUILDING CODES, MASS. HIGHWAY DEPT. E—I II'" ., R.5" 9� \ +• • 11 R HANDICAP RAMP (MAX.SLOPE-BX) +.• / /' CONSTRUCT PER ABB SPECIFICATIONS SPECIFICATIONS AND CITY/TOWN DPW, ENGINEERING, WATER AND SEWER DEPT. REGULATIONS AND SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW casO +, 4 '� I ° •� (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE CITY/TOWN. DIP \ Q �R_t'P �° p„.� °0 \�\ +, • =Vi VERTICAL GRANITE CURBING Ills cjti� 1 9 F; hI +, \\ = SGE SLOPED GRANITE EDGING PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY, THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR „\Q6� GyL�; , °� \ + // --=BC BITUMINOUS CURBING SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY AND/OR EXCAVATION AND/OR P a -P •�� �F --12"WATEH 9F 0) +w I \\� SUN SET AUTO REPAIR —EDP EDGE OF PAVEMENT (NO CURBING) DEMOLITION WORK. .c��} / lE'WATER e, PEL� •.,\ . 6F'\, \ , ° 7ai O \ R-5 \ +e \ NIF JUAN NUNEZ - — THAT I I •e\ 126 OCEAN AVE & 11 BROADWAY fz WtrER +{ II{ \Gra"�4 \°+ v\� DD \ \ ASSESSOR'S MAP 33, LOT 4 E ELECTRIC LINE (TBV) THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE MEP ENGINEER AND DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE STRUCTURES, �J '\ poved 1\ DEED BOOK 16040. PACE 328 T - - TELEPHONE LINE (TBV) MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. _ __ _ • O # $ j �IIi �i Ol \4J aep �' P� \ V,f” ,t/� O V I -SMH RIY913e. 4 J W WATER LI NE (TBV) B HP !NV(a)=1.=S9 1 ❑ • WG WATER GATE VALVE (TBV) �— j 'Mai . \ Il ' HYD HYDRANT AVENUE (WEST) La GAS— NEW PAVEMENT R=s' SEWER LINE (TBV) SMH SEWER MANHOLE STRUCTURECEAN 444 • \ • OH',`; OVERHEAD WIRE IIIIi •, 1'II I I SNOW in R\3, „ \ 6T kp 4 // LP EXISTING UTILITY POLE WITH OR WITHOUT STREET LIGHT GUTTER ON BROADWAY STORAGE -- ---- \ TO BE REGRADD ASINSTALL NEW BENDER ANDREQUIRED PER CITY SPEC __ I �' • O q \ FFE FINISHED FLOOR ELEVATION -- - �' � N. 2 V 6" MAX. �S O O' ° i +, FBE FINISHED BASEMENT ELEVATION LOAM AND SEED S. 3" MIN. BIT. CONC. /.,,., �.. S. VIII p9,o O. (n,`�s • 9�9«, ° ,\�� \ r I_ .. _-_ I BINDER COURSE t�� y "a '� \\V BIT. CONC. 1�4i O.O paved F4 . \.\��l MONITORING WELL, \ TOP COURSE \ �G,ly <� v ° A ',il EXISTING TREE (WITH CALIPER) / \ 18" it 4 \ \ '(�. w PAINTED "NO PARKING" AREA -III Q GRANITE RU®BLE BLOCK ,P SET ON SLOPE - �y tlb � I Qil( U s O iEXISTING LEDGE OUTCROPPINGS ' •• EX.CH REMOe i 1 I Illi I e, VE gjtN LINK FENCE 1 f 7 I t 1\RTI{ i PROPOSED STREET LIGHT (CITY OF SALEM SPEC. SEE NOTES) . . . . . . LOCUS §- \ • \ ee s NIF 8-10 BROADWAY STREET REALTY LLC \ `. > °+ OF \` \ \ \ a — Q. BgSE,. • ' ' •' . ' . { {{• pe-f0 BROADWAY + SPOTS SHOTS PER ACTUAL ON-THE-GROUND FIELD SURVEY L ' `�' ; ! 4 y I ASSESSOR"S MAP 24. LOT 209 MR RIM=14.28 t DEED BOOK 17899, PAGE 189 \\ INV(a)=6.63 - $ : / PLAN 146 of sago +✓.//�� INv(b)=1 ss TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL ' ; .CEMENT' 'J •� • •p',• { I M \ \ ° r lie p� CONCRETE' O : � . ._ ©0 _ # ( IIt,> I \\ PLAN 24 OF 7948 C /NV(c)-6.63 TBM#3 ' III X \ LOT AREA = 7B,50A ELS) i { /Ihll', _-s (rNCLUDEs.BOTH PARCELS) s +° + — _ '\ III III :I 11- : m ° i° w s •: SEWER ��� � c " � - �•� �• �• � ��I 3 J I sERprcEr 5 +e + COMPACTED FIRM, it- ' @ I ; CRUSHED STONE "I TWO OAS METERS g' z 6• +• \ x_ STABLE SUBBASE 1 1 1 1 1 1 I— °� •�• • �� •.g I l l l l l l i l l l ' _ - ONE WATER METER g'Pg Well _ I (V STORAGE AREA �¢ {!kD Xpa NOTES: ! _ - (ill I _ \ \ - / +° \ 1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. ° +�, - _ Q °' A. +• \ 2. BIT. CONC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT R=5. W CONCRETE. \ 2 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. R=z O I ` _ \ "' �,�, 'Q+. wows 4. PER MHD SPECIFICATIONS M.9.04.1 AND 106.3.0 " a \\ 5. CURB REVEAL = 6" l III :� m oQ R=� 6. ALL GRANITE EDGING SHALL BE LAID AT 90' THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. T VERTICAL GRANITE CURBING VGC) � / 11 I a, a 0 I ` � \ ` ' < V MHD TYPE 2 tooit it P +e / NEW PAVEMENT fill o� / a 9 ., ff � NEW PAVEMENT � / -oe4 \ � � • .,,I / \ ii m !�y C paved V� \ ft-5, +• .w\ \ '� 2" CEDAR BARK MULCH LAFAYETTE ♦evam ��'.. - / °..., ` \ \ ASSOCIATES - SLOPE TO FORM DISH \ \ ( MOUND AROUND EDGE OF (Yy < i• : : +° b ,O r,� NIF THE LAFAYETTE ASSOCIATES FINISH GRADE SEE PLAN FOR na =«s- ` \ \ \ 6 / PIT TO CONTAIN WATER 10 y ss£ssoR + �sYMAP 33, LOT 2 SURFACE TREATMENT) / j I I 11- exmv� tilUSHED STONE �G4� C '-,y6 \ I\.. \ ° N\ T'P� +• \ \\ DEED BOOK 4200, PACE 333 1 S AGE AREA Q/P �(�A. 9� v. R=5' VIA I I F RELOCATE EXISTIN 08* �' �'' paved WOODEN SHED UNTIE AND ROLL BACK BURLAP - IP I{l - I i I I��l . • /• _•+n v„a / +, e \ ° . \ FROM TOP 1/3 OF ROOT BALL TR* RE-INSTALL OHW SMH RIM-15.78 INV � paved j \ ic BACKFILL MIXTURE INV(c) 2.02 zi RELOCATED SHED fO \ \ TillTAMPED BACKFILL MIXTURE +e +� 9 till +� - ti^ ,2 I+e roe° 11 Vie w y�'4`�� NEW PAVEMENT \ �/ !.. S� s'ifl'�7 f�O broken pove nvt +e/y0' I • ' / SHRUB PLANTING DETAIL P \ �. '\\\\\ v F 9�ti�� .�� O � • \ AFP iwr/ — 61Ar _ .—.— I 1 s. DUMPSTER =` i \ „ CONCRETE / \ 9o'Z� �O PAD `►J/��°"j �• / +. \ \ , \ OPAQUE FENCE .� +O N « I 0y�FOF � GPS Cg •� �� CRUSHED STONE Q Ar �\ \ A STORAGE AREA • ` II — \\\i11101 + +. paved \ it I \ \ Y ('V' G/ . / paved III „ \ t \\l +9 \\ \ '9 i�J\ / i` // +e Dowd + / till lI� ca Fav, / � « •• +� \V shed Cc,oFe`p �. / / • /- - p iii \\\\ +v / .•e •+ �d. PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY loading dock / T���j �\ 4 / • / EMERSON PERFORATING CORP. : 0 / 100 LA �\\�t �_,A v es�/ /- NIF SIXTEEN BROADWAY REALTY TRUST \H �F M P\ A } ' \ �"� �6 A BROADWAY ,$` GENERAL NOTES 1 „ v \ , +y \\`�(/ ' / / ASSESSOR'S MAP 23, LOT 9 yl� Y9C I +v ,�/ SCOTT IAN 5G /� DEED BOOK 14/30, PACE 429 \# ,Ir>I�l PLAN 698 OF 1963 D NO I w VIII 1,\\ PLAN 146 OF 1980 I Lm+ 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 24, LOT 209. [� LOT LINES PER PLAN PREPAk6B ,ll '` \ ./ `9 / N .3 656 y FOR THE CITY OF SALEM U\"\ l,t\ .y / O THERE PRESENTLY EXISTS A SINGLE-STORY CONCRETE BLOCK I ASSESSOR'S MAP 32 LOT 3r'" 2 9/30/03 RENSED PER MEETING WITH CITY ENGINEER DEED BOOK 13627, PACE 588 O ��' ,�\l STREET TREE LOCATION SHOWN BUILDING ON-SITE. „ ` TRANSFORMER / S SIONA 1 9/29/03 REVISED PER PLANNING BOARDS COMMENTS ttt�\ ON coNc PAD / ON PLAN) 2.5 TO 3" CALIPER(TYP) � '•; 2. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ` �' X30°` . ' \ \���ti \ ' • BLACK REINFORCED NO. DATE DESCRIPTION \ "'i\ ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY / I �. �.+. _ _ \\\\\ ..h �� RUBBER HOSE CORPORATION, JULY, 2003. [' - ` se^saWaR � Illi —\fit\\— � —�®.�, • ,� Two STRANDS of pia GUAGE TWISTED SITE PLAN Q 3. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND / 4 - I I 9 •+ ` tii\ ZQ,.MIN STEEL WARE UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS -1 i \,\\\\\ b / o w II \\'fit ``� / 2" x 2" SPRUCE POST cfl PERFORMED ON VISIBLE ABOVE GROUND STRUCTURES ONLY. g f�, \ +• `1 ` UNPAINTED 6' HIGH THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES / : } _ I +• \\�\ 1 \\ \ PLANTING SCHEDULE A THREE REQUIRED PER TREE LANDSCAPING, v SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST o AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE +v \` SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE NOTES TREE WRAP TO MATERIALS & UTILITIES N Q II \Vii V\\\ I FIRST BRANCH v> PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE �' +, SITE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITY r PLANT AT SAME DEPTH AS WAS m LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE _ # PREVIOUSLY GROWN (OR W/IN for 10 PLATANUS AGERIFOLIA LONDON PLANE 4"-4.5" LARGE BROAD DECIDIOUS STREET TREE ONE INCH BELOW MAX.) • AREA OF THE SCOPE OF WORK. ADJUSTMENTS TO THIS SITE I I I +, \\, \ \ / TREE CALIPER D iLIS IO BROTHERS 5 PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (11TH - Q, \l, \ 2" CEDAR BARK MULCH CLIENT AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE .. R' ILII \ / Y� SLOPE TO FORM DISH TO C1� a CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. 1111 p I I \\\\\ �! LANDSCAPE 8c MAS 0 NARY Lu PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR - \ \ \\\ Il ll ) 30 RHODODENDRON RHODODENDRON 2'-3' HIGH EVERGREEN FLOWERING SHRUB CONTAIN WATER (� \ \� ' CANADENSE 0) DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE e Q Jill .eW \ � UNTIE AND ROLL BACK BURLAP d EXCAVATION AND/OR CONSTRUCTION. - Q = = _ \\ � \ C6 I� # y \ / / FROM TOP 1/3 OF ROOT BALL SUPPLY INC * 4. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND a �f - - +CW \ \\\U \� 3 CRYPTOMERIA JAPANESE CEDAR 6-8' HIGH FAST GROWING EVERGREEN TREE MOUND AROUND EDGE OF PIT rt �•-+ JAPONICA - ' o INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH LOCAL AND -� ' ' of FINISH GRADE (SEE PLAN FOR rn STATE BUILDING CODES, MASSACHUSETTS HIGHWAY DEPT. 1111 # - _"- y - \� I I '�JI 2 SURFACE TREATMENT) STANDARDS AND GOOD ENGINEERING PRACTICES FOR = '� -. _+" -"'- - \ Y # 8 - 10 Broadway SOLID/PERMANENT & AESTHETICALLY PLEASING CONSTRUCTION. . - �- ' - W - �- �"_ - + - \\ \\\ 6' DIAMETER HOLE DUG o AS PART OF THE CONTRACT FOR CONSTRUCTION, IT IS THE ; �! I �" I". _ -y -'�. _ "" \ \ t , '•:. FOR ROOT BALL AND `• PROPER AMOUNT OF Salem Massachusetts RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING j' # _ _ _ _ \\\\\ f1 BACKFILL MIX 7 - _ � _ - - _ a CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON I._ $. o \\\\ \\\\\ .� 1111 T w d W _ _� ly ROOT BALL Date: August 26, 2003 p THESE SITE PLANS BY THE CONSTRUCTION OF ANY REQUIRED - \\\\ GRAPHIC SCALE 75.np BACKFILL MIXTURE (TYP) a0 IMPROVEMENTS TO COMPLY WITH LOCAL AND STATE BUILDING 1111 - m -" -"' _ W - \ m WIDTH VARIES 50% LOAM + 25% SAND + PLDE#03-17 Scale: 1" = 20' Sheet 2 of 4 �,,. �._ .,. �. _ +. _ \\ 20 0 10 20 w rb 25% PEAT MOSS, MANURE & ro CODES AND MHD SPECIFICATIONS. THESE SITE PLANS ARE NOT _ -- _ - _ -W _ y _ y _ \ CANTING DETAIL VERMICULITE Land Owner: 8- 10 Broadway Street Realty LLC CONSTRUCTION DOCUMENTS. THESES I PLANS ARE INTENDED € p + _ _ _ _ _ e \\ TREE P Z TAMPED BACKFILL MIXTURE c/o 443 Essex Street„ Swam scott, MA 01907 ONLY TO OBTAIN THE NECESSARY PERMIT APPROVALS FROM I -f T -.° / ( IN F Tr P THE MUNICIPALITY. AS PART OF THE CONTRACT FOR -`- ' I - '` "- - s. E CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SIZE SII! - _ "� - �'- '` _ - '' - _ -'� - _ 4 I inch = 20 ft PATROWIC Z N CONTRACTOR AND/OR BUILDING CONTRACTOR TO ADHERE AND =`.- �"'_ T _W _"'" - - ` - cn corlsTRucT IMPROVEMENTS IN ACCORDANCE WITH ALL - _ - y _ w _ _ - _ _. LAND DEVELOPMENT ENGINEERING i - stone arched culvert i CONDITIONS OF LOCAL AND STATE PERMITS AND APPROVALS. I + _ _+_ �. - a _.k _ W. m_ _ >� _ 60 Washington Street, Salem, MA 01970 � , G (978) 745-2288 O a z z g 0