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NUMBER WHERE DETAIL APPEARS 3'-0"Wx4'-6" ALUMINUM ROUND LOUVER WINDOW BUILDING SECTION BRICK A DESIGNATION ALUMINUM TRIM CAST STONE Al DWG. NUMBER LLLJ ARCHITECTURAL ASPHALT SECTION APPEARS EL AND SHINGLE ROOFING SILL 12 12 KEY PLAN —1 n0 —110 12 3 — — — 18 — — — — — — — — — — — — — — — — — — — — — — 6 - - - - - - - - - - - - - - - FIFTH FLOOR io - - - -. _ FOURTI-I - - - - - - - - - - - - - - - - - - - FLOOR 144 Co i - - - - - - - - - - - - - - - ,� - - - `��� - - - - - - - - THIRD FLOOR U\\N\ SECOND _ - - - - - r_j FLOOR ❑❑❑❑❑❑❑❑❑ ❑o❑❑❑❑❑❑❑❑ ❑ ❑❑❑❑❑❑ ❑ ❑❑❑❑❑❑ ❑ LIE❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑ ❑❑❑❑ m FIRST \� FLOOR PAINTED 51rEEL RAILING OUTLINE OF CANOPY - SEE PROGRESS' 6-11-99 ELEVATION THI5 DRAWING V ELE` / /�A T I V O*1 I ALUMINUM FFRAME VINYL I AWNING ALUMINUM AND GLASS NO. REVISION DATE . STOREFRONT SCALE: 1/8" I'-0" 'STONE CLADDING j1O 12 SCALE: AS NOTED DRAWN ,BY mf -` DATE CHECKED BY JGG ROUND LOUVER J BRICK est �7C7 CAST STONE Western ewstern LINTEL AND SILL 12 10 7 ALUMINUM TRIM o 2 ARCHITECTURAL A5PHALT 1 1 110 -- STONE CLADDING SHINGLE ROOFING - - - - - - - - - - - - - - - ALUMINUM TRIM _� PROJECT 3'-0"Wx4'-6" ALUMINUM WINDOW _ FIFTH CANOPY ELEVAT i ON Pickering Wharf - - . . . . . . . . . . . - - FLOOR Hotel and Suites s r SCALE: I/S" 1'-0" _ Best Western - - - - - - - - - - - - - FOUR" Salem, Massachusetts - v • �� � � Jobb 445 tZ d0 TITLE 12THIRD -110 - - r - - - - - - - - - - - - - - FLOOR 0 EXTERIOR ELEVATIONS a _ SECOND - FLOOR ❑❑❑0❑ EIIIET101 ❑❑❑❑❑❑ GROUP ONE INCORPORATED o7121 W. TSD STREET, MWOR MA 02127 TEL (617)268-7000 FAX W617)268-0209 7Z \ ,�_ - � � �s _ , FIRST DRAWING NO. FLOOR ALUMINUM AND GLA55 ELEVATION 2 STOREFRONT SCALE: 1/8" = 1'-0" STONE CLADDING A C) k" ZL MPH ALUMINUM FRAME VINYL : AWNING L i I LEGEND OF SYMBOLS W rr DETAIL OR WALL SECTION I NUMBER Al DWG. NUMBER WHERE DETAIL APPEARS —ROUND LOUVER 3'-0"Wx4'-6" ALUMINUM WINDOW DESIGNATION BUILDING SECTION BRICK DWG. NUMBER WHERE ALUMINUM TRIM — CAST STONE Al LINTEL AND ARCHITECTURAL ASPHALT SECTION APPEARS r 51LL SHINGLE ROOFING 10 10 10� KEY PLAN 3 FIFTH - - - - - - - � FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - iA E:1 .. .. .. .. .. .. FOURTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR v ao THIRD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I FLOOR i f o i o i SECOND FLOOR ❑❑❑ ❑❑❑ ❑❑❑ 0000❑❑❑❑❑❑❑000 0000❑❑❑❑❑❑❑❑❑❑ 0000 _ _ zz ❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑ 00 0000000 E11:11:1:1 - . . . . . . . . . I Ill 1 1 ; Nil FIRST - /�.' % FLOOR PROGRESS: 6-11-99 ELEVATION ATION 3 ALUMINUM AND GLA55 [BRICK AT DUMP5TER 5TO)NE CLADDING NO. REVISION ----FDATE SCALE: 1/8" I'-0" STOREFRONT ENCLOSURE BRICK STEEL GATES To SCALE: AS NOTED DRAWN BY mf PAINT BLACK DAkTE CHECKED BY JGG ROUND LOUVER BRICK CAST STONE LINTEL AND SILL 12 for _--` 12 101' ARCHITECTURAL ASPHALT z PROJECT ALUMINUM TRIM 3'-0"Wx4'-6" ALUMINUM PickeringWharf IFTH - - - - - - ............ - WINDOW FLOOR Hotel and Suites m Best Western _ _ _ Salem, Massachusetts FOURTH _ _ - _ _ _ _ _ 7& co El - HI. Jobb 445 1 TITLE THIRD _ _ _ _ _ _ - - - - - 12 FLOOR z 10 EXTERIOR ELEVATIONS i O r SECOND FLOOR ❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑ ❑ ❑❑ ❑❑❑❑❑❑❑❑❑❑ GROUP ONE INCORPORATED 5-1 21 W. T HM 81 ME I BMOR MA 02127 o TEL N8-7000 FAX: cOMM-0209 r - DRAWING NO. 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'onst. . . , - " )� -,f N ..s ,.s t . . .�' . - ." -:.....'-� . ., , -- ....1-- 4 � V'-fL , 23 . 1 . \ .., _>.�_�. V14"j, )r �%\�V I 1:.":1' .� .1'. , I � . 0 :f�,�111.-I lk\. ,...,- . - \ , _kt -�S`�--_,� -�­�` ­ �Ti! .1, � V.. '..... - . ., ."< ._�. , A. I , " i;�) -,- ­­-.1T.A',e.. and , ` I Mu.1,:�ih.o-'.. - � I �, - - . .,.If .,� - . - , 1�il 1; , , ,CK ,,. 0-4 - . , . .1. -�_4 �*..r P �.�, . - ' : ­ - .i � .� _�'_'� ?z � - ­1,7,�­T­­ -1-4iP I .. ­7�$,��,-" " - t, ,,�;, If. ­N - _� t��<� , j1t:.'­. ,VL� _� � - .� . I . ).* * -6ir - . APPLICANT: PICKERING WHARF REALTY TRUST (978) 740-6990 1 1 r IL'.0 ., �r ?�, , .ip -J, '_.4,L." , I' _L'I". � .� , ". �. � : .... ,, ,�.-!� .,b . ., _ � . , ,�\N't,- - -- Aw 1// \ _. ':*,�,'A .. . . , . ,� t ,lIn .^ ,1,, - , - ,�� �/ _ _. t / . I- x I �, * , w ,.tw, � 84 WHARF STREET, SALEM, MA 01 970 bs N , I 10-0 8 �%- --Nll�`.�." . .. ,t _// # 23 Congress Street i-�, .1 �` '. _bi , �� �. , "St ��.� -%y , t. P ,� - - , ,-,1.I-,,. ! \07"'­% '!�'­`Z'e .�, . N�A . ,,,- � . . . . . � Salem . . - it t.s ;44 :!. ,­--�-. �­,.,(:. UP, 1%. _"�. -n5l"i'- ,i�,­---�, 0 -., - /.;�� ,1-_,'­�; __�_ - _�, " - _. , -;: //.-k 1� � i� L I . .1 *.7 .1, A �,_i, ."i , � , �, . " 'ank, / . t�. S,,* w .. -.,. t X�-"-:_::`_�11,� :_;"), \_T I 4 !��,!,"; 7. SITE ENGINEER: PATROWICZ LAND DEVELOPMENTENGINEERING �, __ ( , " x ip .� %­ , Massachusetts - .:�; ,� I -_. - .,. . - ._ . " , - . �.__�,_�W.,'_�-',', - % , ..)."'.. 'L .;. - 1 -4 S-;� " d for: Pickering Wharf Realty Trust (978) .. .1. , , ,.v .- . . . . _ . 1: , _�_ � .".o . . _,:".", / -, . . L. ., _�, . " "o . I .. . � Pot! Prepare . I' - ��_,��'.Itsb_�� .;" . � .1'r . ; � "�/, v ,,:I �, .. '_Zm,I. - " N � i )e �"; . / I "'t, I w ,)I---- � -,,& .3 - '. ,, P-I*�_U h . V,- ..": . ? - �' i 84 . � - -- ­ "' ­I_.� .. - -, %,.' ! (978) 745-2288 . -, & -A: ,.'. ,�" �i>e - , . '* ,tq�N­ ,­ ;I:�-I�,�N -I-' ,. ; 01"i � , _'. i . - [_ .. 1. '.. . .. , . . .... . -- ... -", ,/ . .,�. . - ., , .� 11, V-;:�.i-,'%.,-��, :_ , .. . , - . � -to . Wharf Street, Salem, MA 01970 . I-' . .�-.:; .., - - � .'- .. I . . , _ � -, , �". . �*>__. ,.-I-�;,"' , - -- .I .,;.",�)-��, ,-7--� -? - il J.-�, . ,.., . , � I .. - I -', �� . ),Y� ..� i - , 2 - � - ,.�:�7 ­­ , 145�;-,. jo & I �,.��,.j - � � . % I I .i .'A ..�.;,.,*I .. - . . . ..,:. . ,- .G - -.. .,lk�w , , , BVd- - - -.,I 0c, , -' ' I I!.-- -,,�� �,;�,�- �­,� -.7 f I � � . ;r � . , ..._......- I %�. L. , L. . ". 1�'. I...." . I .....;..' '60 Date: May 26, 1999 ,. - . ,;. - *1 .L ' - ' - , _ . .4 4 ^,.,2.. - -44..' -,i�,Y_,�,!'-�, %1;,:_1 - * r4�­lX',�-'4i--_-4,zN"zz' IF �` I AbV le.- - . '.' -.'.:' L'... '. .0 �. .. . -.- \\ . I .� - . .. . I . ... , . . ,/. ' _�., ;, . .- :'­:1�17:�,,�'�,"Jll_- . "' ;41; ,, , .-- - ".z ... ... 'I.,. ' . . :­ �j. ,, .. :�.__, . j-v, _,� \1 . , - ee-,`�. ,�, - �H -j:;,_­,�:,' '� .. .1 . . - -�,---) -, I,� - , . 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I __ - . - - � � I i VALLOWS S760,u PARK 137.4' N76 13 33,w 191.778 e NOTES � yPiZ. 'I 1. THE WETLANDS DISTRICT LINE CORRESPONDS TO ELEVATION 4.44 (NGVD-MSL DATUM). THE FLOOD HAZARD DISTRICT LINE CORRESPONDS TO ELEVATION S76. VARIA Winter 10.0 (NGVD-MSL DATUM). THESE ELEVATIONS ARE 2,3.9x, 2 13 33'e 4''0 W BSE w�0 SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE ` o TM) } E Island SECTION 7-16. THE 100-YEAR FLOOD ELEVATION IS - ` + C11 ` N7673'33• S�. ? i+ Sl SHOWN ON FEMA MAP #250102-00018 DATED AUGUST I ti~ v CP -5 z ?sr R t0' 13266 w �\oG� New England 5, 1985 AS ELEVATION 10.0 (ZONE A-2) ADJACENT TO10 THE SUBJECT SITE. I Poser co d ' I � N i � ESSE PARKING CALCULATIONS I "$674'57-w _ '� R-r � �- ESSEX Z 7 yi1 y % P o � 44.33' 6 m ` �p ; F�0 F. r p t 7 7" " RAI4 Z n Cj >11, l`� IN ACCORDANCE WITH SECTION 7-3(H). WITHIN THE o �o Nels�4 5Tw W ` \ ` `E H' r 1y76• oma N sT / B-5 CENTRAL DEVELOPMENT ZONE, NON-RESIDENTIAL r Z 1 a ` 0.p ex1SnN 783 .w e� " SITE `� P USES ARE NOT REQUIRED TO PROVIDE OFF-STREET I J I ry 10.0 `� R-lo• 1j19 tae' 2 y PARKING. i I z D 12� 9.9' R-10' Derby /Salem TOTAL EXISTING PARKING SPACES (WITHIN AREA OF I W / 75' > LEAV,TT ST. Wharf DEVELOPMENT) = 80 0 I 120' z5.z' 1 °• 1 ,o Harbor to -----___ W ► _ j / GRAPHIC - _ �, h 9 > S76. o N z TOTAL NEW PARKING SPACES PROPOSED 83 Q M 8 5 13'33,E I N� v` �, / 0 SCALE � NET GAIN = 3 PARKING SPACE �/ J I Z' o w 11 Y I 94'4 / �2 L CUS I t z o, ns.o" U / N76.20'S7'E SCALE: 1"-2000' W m 14 m Q w c1f :1 Q - 2.0' Q J ^ I= on -- o PHASE 1 , I0 --T 100 0 HOTEL/RETAIL "CHOWDER #223-231 DERBY ST. $o. HOUSE" • � 10.0• - I FIVE STORIES / J R=zo' o FOOTPRINT = I C✓ 16,198 SF o 10 PICKERING" 00 o GFA 73,358 SF OD o El...j 04 _ CV C> I 15.7' ,I _ / R-21.5' 1O' `I I :I / J I R-2, 1 ,•~1 H 'I R-1.5' 3 y% �v/ I R=2. o 1 N ZIn / I a / ' 19.0' _ �._ N P T 24.0 [� Q.• N -4 OF, / R:5' 30• C4 "RUSSIAN 11.25' --� +6,.75• �i I 10 ,6.4• � AID SOCIETY I 3 N w I COVERED I R-10' o I DROP- ;'�; v of R=10' R=30. Z I OFF 11 ^I _ / N4 -i - C. _ 12.02N.G 6.8 26.41' h " 39 1 32,00' • �� I- . BANK -- _ .� I , __ 10' - i� CONGRESS ui R-` GRAPHIC SCALE M1x_ THRID I < AR 0 i� 5 TWO C rR. , 20 o ,o ,� >� I STREET I ,� 0 \ n \ ONE STORY I a ? \\ / Nr � FOOTPRINT = 2,262 SF __ _ •, '/ (NOT INCL. DRIVE-THRU) ,o.o' z i.•1 EE? ( IN F ) o^ ,o.o R-2o' 00 \ 1 inch 20 ft -- 7 N1.1of / ss' U-) z W J \ R.2' �10.0' 12.0• r - \ / / I i a w 12.0' I v) o 0 Co z 39 ,.o'er i „TANCOOK Z W CRESCENT o to i 18.6' tiVHE�cn R : 8 I \) ROW aD Or I r [L f O 10.8' � R.10• s.e' 7 r: FOOTPRINT BLDG. TO BE 40.00' I \ / 1'" '00 `�' I REMOVED = 1.013 SFf I I R.2' 10.0' 10.0' 7 + f 16 R-2 5 ' R-1' R=2• R-5• R=5, n I I / L - / 8 O1 S 0' ry C Q p. R-20EXISTING13' WIDE WALKWAY N 0�. � 24.79' _ N8'D9,20'w / / N REMAIN 1 34 14' a \ Rm1o.: TO P \`I - 14.08'_• ;5 '2C w 1 00 /� N 775.9- A 5.9\ q=2 1 } C I tai 38.43' I R-10` w11:65 N85.09'20' 5-63' / of �. 0 I R-2' 'I 53.37 - 29.25' _9.36' N87.3 9.0 4 0 5139.14'46_E 73.12' 2'22'W- 8.0 ` 71.19' - °' of •--._. -__.,_, L� Q 1� � ---- - o \,� � ��`T OF 4.2 1$ o, R-2' R \�. \ / !a� SC TT AN cyG� R-10' / /J PAC Wicz N I III��JJJCA iL 656 i i of 12.0 �0' WIDE Wq �- � F E.r,��� r� \ : - _ _ _ LKWgY (BRICK PAVERS) Cor Z \ \ ARBELLA SITE PLAN 'r N I I z - ~` - -- ' , _ SITE LA`(OU T GEOMETRY I o� / ' . . 1 06 o j I1n ( 4 \ - / / for ortlon of I PHASE 2 ( FUTURE ) ll �, P 01 ' HOTEL C.O�FERENCE CENTER S m N T - � Pieckeringar .: #13 CONGRESS ST . I Q � E > I Loon HAZARD � � # 223- 231 Y� erb Street D� � I DISTRICT LINE i FUTURE "PRIVATEER" and 160, (ELEVATION 10.0) ;; � X23 Congress Street MARINA 0. ---- ,3.90' Salem, Massachusetts RI V _ _ jEP LAND UNDER OCEA I 2 �. 1p' yylpE WALKWAY - BR'�V s � Prepared for: Pickering Wharf Realty Trust (978) 740-6990 / I 84 Wharf Street, Salem, MA 01970 N86.1 '57•W _ Y (BRUSHEp CONCRETE) -I-- - - _. _ _ ,O - -- S85.09'20•E L'�1 a Date: May 26, 19919 >__S ----� '7 _ __r.J "ARBELLA" / PLDE #99-04 Scale: 1" _ 20' Sheet 2 of 11 PATROWICZ �o �- ' i LAND DEVELOPMENT ENGINEERING RI ER � o DIST T LINA- 1 / 60 Washington Street, Salem, MA 01970 (� I LAND UNDER OCEAN I (ELEVATION 4-U-) � C I (978)745-2288 rAuows PARK ol (Pve \ " 191.�� S76- Y0,09, 76• ��C VARIgE 25 q. 13 33, CE KID . •,t . ` E TH� E� Minter Island v Newwor England PoCo f o v' i ESSE 1� AIA 7- n 576.13, roar .■ 1 �. � I 133.63` or �Z3 N / P Ez S ITElid sN . mak Derby` Salem LE ST. Wharf N �> r W A Harbor � GRAPHIC CDIw Z , $; :,- $ a 6'13'33,E S C ALE 0 o M I II �n. _` <' LOWS r c J o r �- Y v .*r � m"a 592 LOCU SU U� 7 / 2000 LU ?IIn EASTERN �� ��� -'. / N76 20'57 E J �, m I .� . S�6.1 1.5s' SCALE: 1"=2000' a) z I BANK" I ,M,.�r Yu ° r 39�a3•f //�% N87.46'011'W — > I 1.95' Y LLj mP11AS'1J 1 J / v t N� 'HOTEL RETAIL "CHOWDER o 3 Z X223-231 DERBY ST HOUSE S86'17'49'E M j _ FIVE STORIES 122.03' ---- ! o FOOTPRIIvT ._ 16,198 SF -`o y .�' ti I v PIChERING„ `p GFA = 73,358 Sr 0 cK _m r 4 "RUSSIAN 10 AID ti SOCIETY a DERBY" COVER r a_ �� C DROP—OFF 3.0• I . NIn a'z. 39 YkkK 22.4• Q rn \ tr' • 50.4• __ 1 LU _NZGRESS oR, TNRU I - ., - STR 1 .: (TWO CARS) ( Y j •baa , I ~�' `. -.k,� TRY I .ONE S 0 I — 262 .E �"PRIN T 2 �O r 0T,INCL_ DRIVE—THRU) GRAPHIC SCALE . 77.6 /� 20 0 10 20 40 a0 �..e i \ // _' _ -- _ 4a n¢Y,�a...• t� S.{(� � it �� r ? ;� \ / +. • " i ice., 23.83' 3 ( IN FEET ) ` I�� \ / " - • TANCOOK 1 inch = 20 ft 3.0' 39 CRESCENT" Li WI-I�RRY c i. ,02.8' L '` ,x 23.6 N I I ROW„ Z I _ "� ,4a•e ` ' I FOOTPRINT BLDG. TO BE _ 40-00 .• — .: ' 1 REMOVED = 1,013 Srt ,20,E 199.55 1� 1 In o \ Z � - \ _ \ 1 �� � S85.09' w "�� 20'E \ o c , _ — 168,30�� • o C7 N N `�N PS R148J I ni � OTT IAN { P TROWiC2 �t4 OD � CIViL C �. .8.2 __ — /—EXISTING PROPERTY LINE TOB vIN EXISTING '() N sTE6 � '23 03 W E ABANDONED � f Mei+ N84 PROPERTY LINE T voi TO REMAIN �'�ii' I 169.38' — _ _ _ I 160 N01.45'48'E � - "AR ELLA" I 1 1.54' B SITE PLAN cu �- W s - BUILDING LAYOUT GEOMETRY '�' PHASE 2 ( FUTURE ) lI� BUILDING v \ for a portion of —' HOTEL COXFERENCE CENTER '� � m M N l 1z � QPickeringar yI� # 3 CONGRESS ST . �� W BLOWUP > I I iliA LINA C to w B 0 �.� Not to Scale � � i BUILDING I FLOOD HAZARD IN Q I- "PRIVATEER" # 223- 231 Derby Street , T—_ _TO BE DEMCLISHEO I DISTRICT LINE FUTURE I. IZ and — - - - _ — I 160' (ELEVATION 10.0) I I 0- # 23 Congress Street EXISTING __ � MARINA II PROPERTY LINES _ _ TO REMAIN ,3.so• � � Salem, Massachusetts :111 N86.18'40' � 26.9;' , Prepared for: Pickering Wharf Realty Trust (978) 740-6990 2-a % �` �jr r 84 Wharf Street, Salem, MA 01970 S85.09'20'E ' — —lo o a, \ o I Date: May 26, 1999 Z "ARBELLA" ` PLDE #99-04 Scale: 1" = 20' Sheet 3 of 11 PATROWIC Z j LAND DEVELOPMENT ENGINEERING RIVER WETL N D 60 Washington Street, Salem, MA 01970 I LAND UNDER OCEAN / DISTRICT LI I I (978)745-2288 (ELEVA'T'ION 4.44) � f I � ae- . 3S:'.___ IT" ., .:. ♦. :.:n' ... r_. .is ''#YiPl'js�i ,_ -..-.., .,e: ,:r ..Vii;• S: - _ ._ .__ ... _..- ,, _ -. , . ..'.�- ...,_ .� � ...._ � a>,s:k....Y..�t... • ,r. $,..W.vu -.. ' :h 38'a++�A,+a-Ws _- - "_- -rw`-:T' _ _ ... ... ..-. -.. .s....9'ic• :uf ii; � �7 it ! ... ,,.. -.... :.M. ..,. .. 3,s..�€:. .._.. .....:;.aj a_:-. � e .:.,.t._.e.e. _.:a:,.a :de..s.3'iL+fn;s�.z...S7sw,.�..._...ePee3c...,s.a.�.s..,w3,wf .,a....s. .s....rr-. u..--.....,...:,«.. -..e..y..,•_ ..,s-a........a....:... ,. ;::.:.., .,i+........�.. ......,", uy,�,drid..' x.i4:mr, -�Y._aa�,,i1;,rayr- ,. .,,.;w :;.:°.4ta.:;'§�'a':: :It$ S;�i£"�"•.. ,.ate',:v" s"a."s .., ".,�*?", _NTRANCE SIGN AND FLAGS (DESIGNED BY OTHERS) THICKNESS Lows WY GRAPHIC SCALE PARK EXISTING STREETLIGHT Ai 6" TO REMAIN NEW VGC TO CLOSE-, CL 20 0 10 20 4o Ef0 LOAM AND SEED ROAD PAVEMENT ,�� rn \� + _�:XISTING CURB CUT `, �2pNr6' n1fAL 4 r Gp c$ FIRE BOX _ _ _ EXIS TING -- /X V TOP COURSE v cr3' 4g � PEDISTAL R�3' _: -. C1�11T OF W STRE"cTLICIT W ( IN E7, ) OURSESTREET TREE SLOCATION SHOWN AOR/( TO BE EXISTING gON PLAN) 25 TO 3- CAUPER(TYP) RELOCATED 12"LINDEN 1 inch = 20 ft TREE TO BE� U. �, ,'GRAVELEMinter REMOVED ` Vi�(/ 0ROAD BASE } WiaBUCK REINFORCED S RELOCATED Vq 5s��jRUBBER HOSE i = STREETLIGHT RIgeCE /� ngod' ; NewE�codDTH ' OGONG ��j4' MIN. TlMO STRANDS OF /18 11! � O� i ESSE GUAGE TYNSTED II; _ T (TYP.)STEEL WARE END VGC 1 1 w COMPACTED () X Z BEGIN SGE r x Y SPRUCE 'COST I I - ___— VGC TO SEEN REMOVED GRAVEL ESSE b UNPAINTED 6' HIGH THREE REQUIRED PER TREE EXISTING EOP �' ` NOTES: �T S TREE WRAP TO l AND CURB TO ` LIMIT NEW VGC TO CLOSE 1. VERTICAL GRANITE CURB TYPE VA-4 le DEPTH x 6' THICKNESS. 0FnM FIRST BRANCH ---� BE REMOVED c> /� 2 BIT. GONG IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT r^ �3 rn &114 1c� OF WORK / \XISTING CURB CUT CONCRETE. N / P� PLANT AT SAME DEPTH AS WAS = > 3. MORTAR JOINTS BETWEEN s�pVIOUAL CURB STONES. ' = S I T E 4. PER MOPW STANDARDS 106.3.0. / PREVIOUSLY GROWN (OR WAN N ONE INCH BELOW MAX) Z' CEDAR BARK MULCH w l NEW PARKING ;. VERTICAL GRANITE CURB DETAIL Scale y LEAVITT ST. Derby Salem SLOPE TO FORM DISH TO J ll' LOT LIGHTPOLE m z Wharf CONTAIN WATER Q I- ll' - g Q BRICK STREET 4 Harbor GRAPHIC SII UNTIE AND ROLL BACK BURLAP lilt PHASE 1 c�IcR\\ LIGHT Q ; 0 2000 / SCALE LOCUS FROM TOP 1/3 OF ROOT BALL ; I t __ 11 23 HOTEL RETAIL z c SCALE: 1"-2000' l I {�{�},�,!� oaSTINc / 0 I no[ BOX MOUND AROUND EDGE OF PIT I �✓ 12'LOCUST oFDt"AL FINISH GRADE (SEE PLAN FOR �+ y TREE TO 223-231 DERBY ST. SURFACE TREATMENT) m 111 R`MAT�T IM FIVE STORES LOAM AND SEED i s i rill FOOTPRINT = 16,198 SF p y-o1 II ►/ lll;O ___ GFA = 73,358 SF I N l l �� > BIT. CONC. �f J _ - SGE AROUND BINDER COURSE 6' DIAMETER HOLE DUG I - EACH ISLAND FOR ROOT BALL AND NEW VGC TO CLOSE — RELOCATED, 12'MIN. BACKFILL MIX EXISTING CURB CUT d TTS COURSE CONCRETE m dr 0 I PROPER AMOUNT OF I - I� SALVAGED BIT. GONG g" MAX � + W 12 WIDE VGC BACKFILL �y ROOT BALL BACKFILL MIXTURE (TYP) r ----- TO MATCH 15' MIN. Sox LOAM + 25X SAND + EXISTING 12 SO WIDTH VARIES 25X PEAT MOSS, MANURE & � l l I` VGC r' T "IV 60' COMPACT I WIDE VGC Iu h 0 D E R VERMICULITE _: -- lilt l l ' � I � I /� ' � GRAVEL TAMPED BACKFILL MIXTURE EXISTINGI "� -- — K� �S ' v S BEHIND TREE PLANTING DETAIL 12-UNOEN ~� l l Z HOUSE"E' G, . . „ Q � GRANITE p � It NEW PARKING _- s o r-+ Q PICKERING 0 °cE*IENr� . : . ; EDGESTONE TREE TI l l i _0T UGHTPOLE :- O A . CEMENEETE.' Not To Scale t REMAIN I 'x- � ,� �� � Gp Q,' EXISTING TALL CEDARS , I 1 1 1 __- r, O O O Z TO REMAIN7,t? _ I N a A N T D� C� llll � > TT COMPACTED GRAVEL •'� ° III 1= l > Ah ` BASE ' 0 �i ENC VGC SCREEN DUMPSTER 3I BEAN SGE END VGC AREA (6'HIGH FREE- 'GN - _ Mr= COMPACTED FIRM,_ ARK MULCH VGC BEGIN SGE STANDING WALLS) ` '' / / I-1 I 1—III= 5?! e�A III=I I I--I I I- Y CEDAR B CH OI VG _ J LL Uj N roc'E SLOPE TO FORM DISH = _ = w SEE ARCHITECTURAL EXISTING �I �-'�� PLANS FOR LAYOUT, FINISH GRADE (SEE PLAN FOR MOUND AROUND EDGE OF I ��•h - _ - _ - _ V' GRANITE/ I�I DSS AND SPECS. '! W Z TO REt°AN "RUSSIAN NOTES Ah"p 1. GRANITE EDGESTONES PER MDPW M9.104.2 TYPE $B SURFACE TREATMENT) PIT TO CONTAIN WATER O WAY _ _ _ - _ - 1 :; :,' ti 4' MIN. THICKNESS. 16" MIN. WIDTH 0)F FACE �", COBBLESTONE i Q Q {ID 2. ALL SLOPED GRANITE EDGING SHALL IBE WD AT EXISTING I �> j,a:- L4* C I THE SAME ANGLE THROUGHOUT THE EENTIRE PROJECT. QJ 12 _ � � OCIETY TREENDTO �+ - - _ _ i COVERED NO CURBING AT N I NCE O EXISTING TALL CEDARS UPUNTIE AND ROLL BACK BURLAP REMOVED ` _ 1 DROP-OIFF SLOPED SIDEWALK P ADA CODE -' TO REMAIN I SLOPED GRANITE EDGING ((CURBING) (� Not To Scale �s FROM TOP 1/3 OF ROOT BALL �' ; o ' o > t=^- ``' eA j MrrTUI�C I 39 > > 0 - EXISTINGe A �" BOLLARD \ ' STREETLIGHT K� �A BANK N ' / o LLI TAMPED BACKFILL MIXTURE TO REMAIN EXISTING -j �?;;;;, 2-T 250 WNATT HIGH PRESSURE I EXISTING 12" WIDE m ��%' CONGRESS z LIGHTPOLE DEPENONG UGHT' F ANTIQUE LOOKING 24-MIN. DRI', "ti-?U �ERTtCAL GRANITE Z TO IREMAIN I O �I �.ECTO� LIGHT' FIXTURE DOWNWARD STREETTwo CARS WIDE CURBING TO REMAIN N . < I DIREC:TIONAE- FINAL SELECTION SHRUB PLANTING DETAIL l SADA;ED AND :; I j N BY o'n+ERs X ; ' Ewsnivc CNE STORY , RELA'D IN FRONT W `� 1 GSTING d I FOOTPRINT = 2,262 SF __ CEF RETAIL BUELDl v': 71 TREE TO (NOT INCL. DRIVE-THRU) v DAMA(I" ^�EC£S i L°I '_P _� TO BE REMOVED. 00 REMAIN Cn ►`+ % I /, SCHEDULE OF LANDSCAPE MATERIALS oo /`n I I TANCOOK SYMBOL QUANTITY SPECIES NAME Z - ( r S / 10 QUERCUS RUBRA - RED OAK RELOCATED, j I MOUNTING PER SALVAGED MANUFACTURER 4't SQUARE LIGHT POLE _® 10' �- 12"WIDE VGC "WHERRY n - O I Q .. TO MATCH 100 MPH WIND UGHTr BASE COVER QV0 69 RHODODENDRON CATAWBIENSE 'ROSEUM ELEGANS" *. _ _ I � � ROW vELoaTM \ t � VGC � ��- • WIDE�VGC 12" I ON R � � (PER MANUFACTURER) rJ .. CC CC _ I �° { Z PLANTS 1" CIHAMFER 60 EUONYMUS ALATUS - BURNING BUSH (RED SHRUB IN AUTUMN) y; .�r LiJ, \�\ - > -. o c, _ � ; FOOTPRINT BLDG. TO BE \ : ./ /� SURFACE TREATMENT ®®�®O 103 AZALEA DEL V. WHITE YI v > v \ N I . 9 ® o ; > �, v>;c REMOVED = 1,013 SF (SEE: PLA") 31 > 75, �— I FINISHED GRADE lew + i BUSHING • PVC CONDUIT (2' MIN.) nnunln'1 tL1 SIDEWALK '` L — — — — 2 r (TYP-) nninnnu GROUNDCOVER HEDERA HELIX 'BALTICA" - HARDY ENGLISH IVY (EVERGREEN) p 8-TREE 3/4' DIAM GALV. BRICK PAVERS SIDEWALK—/ VGC -� EXISTING 13' WIDE Jv� ' STEEL ANCHOR ears (4) GROUNDCOVER HEMEROCALIS - DAYLILY MI I BRICK PAVERS 6 t R E WALKWAY -' S' WIDE VGC � LP TO REMAIN y 30' INTO GONG FOOTING BRUSHED CONCRETE SIDEWALK I coca. VGC 6"MAPLE \ e a I 30'EMBINTO A MINIMUM OF cocoa Y i a..o. v _ C �, . :A COMPACTED GRAVEL TWO 5"STEPS) ..c.. Joy -EXISTING 6 TREE vCC 3"MAPL _ SURROUNDING FOOTING BRICK SIDEWALK TO MATCH EXISTING SIDEWALK BRICK I cocoa �3 TO BE REMOVED EXISTING 'I CONCRETE FOOTING PRECAST OR o TWO EXISTING ...o GRANITE EXISTING VGC \ _I - :' ....a N LIGHTPOLE \ O O rl t — —' ONE CONTINUOUS R) (4500 psi) I > MAPLES TO BE °°°°° Z� SPEED TO REMAIN -n J ,rx,r saIARE NEW BRICK PAVERS (FINAL SELECTION BY OTHERS) I I' -EXIS NG Cocom <� COBBLESTONE BUMP EXISTING TO BE 1 FIRM STABLE SUBBASE 3/4' GROUND R REMOVED .a..a CROSSWALK 8-MAPLE REMOVED \o �`' LIGHT Is (IF REQUIRED BY 12'LI DEN EXISTING °°°°° I L _ J NEW PARKING LOT BIT. CONCRETE (SEE NOTE 3 THIS SHEET) TREE TO 0O _ TREE TO sill ELECTRICIAN) ,e or M Q GHTP E TO °� ° EXISTING REMAIN TO THE LIMIT OF WORK LINE REM IN �� E REL CATED _ GC \14"OAK vcc SIGN \� NomxF NOTES VERT AL GRANIt CU 18 TREE TO 8--MAPLE 1 1. USE CHASE PRECAST CORP. PRODUCT NO. LPD-12 GING I REMAIN R L I 2. LIGHTING TOEBE APPROVED BY MUNICIPAL LIGHT DEPT �l. Pn RO 7314 TT IAN M� 1� 8"MAPLE LL ai t ,^ 1. LANDSCAPING: PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE �^' : : - . - RHODODENDRON gj L BOLLARD / / �: 8"MAPLE AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC. OF NURSEY�MEN, INC. tP w SHRUB HEDGE AA ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. AL PLANTS SHALL mss""Y `' / LP LIGHTPOLE DETAIL e} >Y VGC —LIM►T OF `AIORK Not To scale BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR � � a. PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED j__ .. / -EXISTING CURBING SO AS NOT TO ALLOW RUNOFF (FROM 111E PLANTING BED) TO FREELY WASH INTO THE 10 REMAIN PARKING LOT, SIDEWALK OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYIING LOAM Q 'I EXISTING 160> o'MAPLE �l . (CLEAR AND GRUB AS REQUIRED). REMOVE ALL STONES, STICKS, PROTRUDING ROOTS, W CONCRETE RAMP ' I `I SITE PLAN UNSUITABLE SOIL, PAVEMENT AND OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT ��' TO BE REMOVED, LIGHTPOLE ARBELLA : .I INSTALL BRICK TO BE LP REMOVE EXISTING SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. ALL PLANTIING BEDS z SIDEWALK REMOVED J `• CEDAR, PINES AND SHALL RECEIVE 4" MIN. SCREENED LOAM. ALL SHRUB AND GROUNDCOVER BEDS SHALL U► I EXISTING ' ` I SHRUBS _ LANDSCAPING MATERIALS RECEIVE AN ADDITIONAL 2' MIN. CEDAR BARK MULCH. THE LANDSCAPE CONTRAC':TOR LIGHTPOLES t .. . •:• E- SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR Z ;c.>' NEW VGC TO CLOSE TO BE -- � O W for a portion of ( '�In EXISTING CURB CUT PHASE ( FUTURE ) REMOVED f ' ', TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE ,AND Zp LP I g SPECIES). =` LLI pUMpc TEp(S)� HOTEL COFERE CE CENTER : ,; - o • 2. CURBING: THE CURBING WITHIN THE PARKING LOT SHALL BE SLOPED GRANITE EDGING I INSIDE BU LD JG EXISTING Q (SGE) OR VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THIS SHEET. EXISTIING 12' w;..` .. (SEE �QC�ITECrURALS) rnl .�`''. _ LIGHTPOLE H W Pickering . .. ' { # 23 CONGRESS ST . T _ Q WIDE VGC (LOCATED IN BACK OF THE RUSSIAN-AID SOCIETY' AND TANCOOK CRESCENT' ca 0 REMAIN BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF THE RETAIL, BUILDING. 0;; :;'; LP I EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SltwtILAR TO �'=' I EXISTi1NG LIGHTPOLE — FXISTING EDGE # 223- 231 DStreet THE EXISTING VGC IN THE ROADWAY). w. Q j '` ----- TO BE REMOVED — OF SIDEWALK X. �.: TO REMAIN ! I � r 7_0�. I DUMPSTER(S) r / —RELOCATED LIGHTPOLE ¢ j� m and 3. PAVEMENT: THE EXISTING PARKING LOT PAVEMENT ON-SITE SHALL BE GRINDEDI USING AN :;�'.�z� '` - — INSIDE BUILDING FUTURE ;,.;,z . / �' PRIVATEER ASPHALT RECYCLER. THE PULVERIZED PAVEMENT SHALL BE LAID DOWN, GRADED AND m:. :� :: t: :.;. — " ^-� .,., _ 160 (SEE ARCHITECTURALS)DD � # 23 Congress Street �... ... :. T ^ _ �VI:ARINA COMPACTED. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL GRAVEL SUBBASE IS I�z } „'-^ _ � %- - v REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS -i..W �,'„�'; ?:,' ;; .' ,-•.•;.,:.'. , — i o: • PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A, WEARING 3 ,. — _.-.°.:.: ?: ': . •:•.••;• ; ;. ::. •; :•.. _ i " EN I, , TME Salem, TEPS —": S S:. COARSE, 2.5 INCHES MIN BITUMINOUS CONCRETE TYPE 1 A BINDER COURSE, 1 0 —. ,. .. . .. .�,-'.•. •-• ', ' e (MIN) TE E B DE C U SE, 2.0 INCHES - 7 74 6990 O _.�. Prepared for: Pickering Wharf Realty Trust 9 8 0 b g Y MPA .. CTED GRAVEL SUBBASE WHICH MAY CONSIST T F 4 INCHES MAX P L •'. •. •.,"""••-�'::= -"._ :��-:--�� �- � ( CO SS 0 .0 C ES PUL KWkY �..` - �?, • //, 84 t 01970 L IN-SITU GRAVEL IS USED THECONTRACTOR HA RIFY IT 'EXTENSION — i Wharf Street, Salem MA SHALL VE S SUITABILITY '� �' . A N REMOVE .C,L. OF D E c R A n I D E ALL L STONES LSO AR T ESL GER THAN HA VE 3'. RA A L CONFORM GRAVEL SUBBASE L CO 0 T M 0 H D G � U A M 1 - EXISTING LIGHTPOLE Date: a 26 999 R E S GTP vr. G L OLE > R A I Y L P Y I _ s. L M.1. — . TYPE 03 0 � E B I ��� TO BE RELOCATED o: _ LED �,� to PLDE #99-04 Scale: 1 20 Sheet 4 of 11 •,I 3 A"CEDAR 4. I HTIN : EXTERIOR LIGHTING FOR THE PARKING LOT ADJACENT TO CONGRESS AND >yj'S"''I ; `; I ARBELLA I _ PATROWICZ I� DERBY STREET ARE LIT BY THE INSTALLATION OF NEW 17 FOOT TALL LIGHT POLES 'PERIO •�� �'' g"MAPLE '.;,. REMOVE GRA SEATINCrAREA, I O j LIGHTING" ILLUMINATED WITH A DOWNWARD DIRECTION. EXTERIOR LIGHTS SHALL BE MOUNTE '. t:,:a->'. FlCI_GRADE TO BE�LUSffi WITH—� ON THE BUILDING TO ILLUMINATE THE FRONT AND REAR OF THE RETAIL BUILDING AND o;�. kBd4(C�NT SIDWA� REUSE ".' I I �_, % LAND DEVELOPMENT ENGINEERING HOTEL BUILDING. FINAL SELECTION, LOCATION AND SPECIFICATION BY A LIGHTING �" RIVER GRANIITE C BLESTONES. I 6"MAPLE 60 Washin ton Street Salem MA 01970 , CONTRACTOR. (J. .,.: 9@ •:. ' ! J g MAPLE 9 �.( ,. LAND UNDER OCEAN \ —� \ / \ 6"MAPLE (978)745-2288 it 0.i i I DRAINAGE STRUCTURES CHART GRAPHIC SCALE TB M #3 NOTEs EXISTING DRAINAGE STRUCTURES: INv. 20 0 10 20 40 60 1. TOPOGRAPHY AND EXISTING CONDITIONS PER ACTUAL FIELD SURVEY PERFORMED BY NOTE: ALL ELEVATIONS OF EXISTING STRUCTURES INCLUDING INVERTS SHALL BE FIELD 597 \10.41 PATROWICZ LAND DEVELOPMENT ENGINEERING, MAY 1996. VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 9 ' ew 11, ,�Q 9.43 2. BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN ON THIS PLAN) USCS&GS STANDARD 'r ( ) TIDAL BENCHMARK DISK SET VERTICALLY IN WALL OF THE SOUTHEAST CORNER OF THE U.S. STRUCTURE; RIM ELEV INVout ELEV INVin ELEV FROM STRUCTURE \ e'! ®x.40 � �PV � IN �� CBl(REMOVE) 8.87 6.52 7.67 4"D \ d97• � 1 e�` 'a9° Bl/ ,0.62 CB2(RESET RIM) 8.79(EXISTING) 6.04 6.29 CB1 \ „� �' ,o- 10. e1 _ .,: C _ - - 1 inch = 20 ft. _ CUSTOM HOUSE ON DERBY STREET, ELEVATION 13.69 (NGVD). 71.0 / 'Q0' ! V� AeLc TH - _ �, TEMPORARY BENCHMARKS SHOWN ON THIS PLAN AS FOLLOWS BASED ON NGVD C83(TO REMAIN) 9.40 6.65 -- -- � `/ _ _ _ ( ): CB4(T0 REMIAN) 9.32 6.32 6.62 CB3 ,-6e • 1,• R 10.0 `r0.os ` .,°-s6 +10.65 \ J, / -t t- - - - - - �® 0 .76 CB7(REMOVE) 9.11 7.51 -- -- ® �Q �-�. MATCH TO / TBM#1: ELEVATION 11.99 DRILL HOLE IN CURBSTONE CB6(REMOVE) 9.22 6.97 7.37 CB7 "'~95` EXISTING BRICK 11.21 �--- TBM#2: ELEVATION 9.95 PK NAIL IN PAVEMENT DMH5(REMOVE) 10.00 5.95 6.00 C82 ® �0 SIDEWALK LTBM #10 "" TBM#3: ELEVATION 9,08 PK NAIL IN PAVEMENT (REPLACE W/ 6.05 CB6 �� 10-" 12'k TBM#4: ELEVATION 10.96 PK NAIL IN PAVEMENT 'o ,0510." - ,"•" DMH _ TBM#6: ELEVATION 9.65 RR SPIKE IN PAVEMENT DMH5A) 6.00 C84 + 10.81 RE A� EMH RIM=11.79 / TBM#10: ELEVATION 12.41 DRILL HOLE IN CURB DMH8(REMOVE) 10.11 5.66 5.71 DMHS 1e +9. 1 1p. ®* ` -0.�,,0.66 EMH0095 V (AilW1ATT FROM, • >s �"" , / FINISHED GRADE (REPLACE W/ 6.81 DMH9 t DMH8A) 11.0 + 0.6 ais ` r\ L,zo2 io DMH9 9.43 7.18 7.58 DMHI l / „i -_' _ _ _ a� ,a6° ,"73 ! •' OitTAR CAP CB10 9.23 5.981,• EM ` 22' NOTES 1.4, -- -- W Tr.4z Tale a 1. FRAME AND GRATE TO 11.77 O d" NI CB12 9.12 4.92 _ I - + , ,1.49„ ITBM #4i oPENGDMH13 9.95 3.95 4.50 8"ACS r. ARON LF24a x . . �- BE LE e 3 W s 4 (THREE FLANGE) 4.75 6"D °' f !) ® _'' �y� :7 r' •I „ " a:.,. ® R 1 1 o" N s MIN. . 2. CATCH BASIN HOOD TO 3.90 6"D < + °. +'h 1T.., 099 - 12" AND ,s DIA. PIPE + w ® .,'.,xt•'"s -1zez = BARON 2 FOR DMH11 BURIED 7.90(TO DMH9) 4.50 CB10 ^ if W f +® '= o '•r� s a SET FRAME IN FULL BED &'114 = z `, *�, a r 3ta� y1• t.o 11 32 1 d ,. 4W t I" DIAL OF MORTAR. BRICKS (BRING RIM TO FINISHED 2.50(TO DMH15) 5.40 CB12 �- iZ r n" x ( ) i <. - �_ 3-5 COURSES MAY BE GRADE) 2.70 DMH13ADJUSTMENUSED FOR GRADE CB14 9.36 4.20 4.20 12 RCP �' f - :» •._ ;- . , / ° �. MORTAR ALL JOINTS " f ix � ..,e EMH W v I OIL TRAP TS. 4.53 12"RCP W i �' TYP a, x.,.. 1 07 Q,t.o7 too- 5 i < IX^ HOOD 5. ry . a' DMH15 9.52 2.22 4.77 DMH8 «,0,9 W I 10.76 /1� ' zW - FOR VIPIIPEDE S VATH OPENINGS" 2.02 DMH11 _ ey 2 I ry kK ®+ +n. 7� 6t ,a a'cv~'� w /// CLEARANCE OUTSIDE Q / a' _ /� 4s 10. 610- CLEAR 6. PROVIDE 0.12 SO. ^ � / 1' PRO r/ 1 Q +,o e ? s / 0."0 -3 IN. STEEL PER FOOT 4.52 C814 \./ J OUTFALLI6 -- 0.90 -- DMH15 ) I / 6tJ ~� w .,o s CE t , ,V �c o c� 7 ` ' t r �/ (VERTICAL) AND PLA •� „.� a, ;r ; �, , '� PER AASHTO M199. x -- <a xW e . 1, ,�,�3 i z �/ . 0.44 P N -a 4 7. CONSTRUCTION MATERIAL PROPOSED DRAINAGE STRUCTURES: c3 1 1 r r :1 /� )i S' MIN FOR STRUCTURE TO 1s . :zr �+ * ' 11.2O /�% NOTE: ALL FINISHED RIMS SHALL MATCH FINISHED GRADE AS REQUIRED. U << - e t}► • �. x o ATa+ %%/ ae3 "t 0. CONSIST OF CONC. BLOCK - �! *" rn . �� ', � s �'� ADES la.a ,0.,e t, %: • SET IN MORTAR OR PRECAST DMH2O 9.85 1.90 2.00 DMH15 1,:sT s. ', �y 2.00 DMH8A I / / s `11YXp ,g1s: PtArl?E 9 • �,2 CONIC. WITH A 28 DAY + _ > ; COMPRESSIVE STRENGTH DMH8A 10.11 3.54 3.70 DMH21 ' t '" �N '"` ; ' "7t 15' + tW,2 OF 4000 PSI. (REPLACES DMH8) 3.70 DMH5A `�-' ® ,.1 5.20 0822 1V' ®-� ,,.,6 CHOWDER - _- - - - CB22 10.07 6.00 -- -- : e�7 - - - - DMH21 10.30 4.62 6.20 C823 �, om 0:2 E _ IdD0El1�E _ ® ' ,as 1 t2 0 2 -''FT- _ ® , , _ "- _ _ + ,,.7 ,,. HOUSE" I I I =11.1=1 11=1 11-1 j I I I l i FIRM STABLE 3/4' CRUSHED STONE, 6' MIN. DEPTH, 5.20 CB24 _ 10.s� ,ass ,aro I ,0.350. CB23 9.80 6.80 -- -- 10. � � -------- s SUBBASE MOPW M2.01.2 -- -- i + + "PICKERING" CB24 9.80 6.80 1 -•,au 11.5 Q`' ATC?I w.o2 i DMH5A 10.25 5.07 6.00 CB4(EXISTING) I t ,z UNDEN _ ® AM Ct,1r-r (REPLACES DMHS) 5.20 DMH25 I 1 s A'' CATCH BASIN DETAIL �0 c� ; Not To Scale I DMH25 8.98 5.72 5.80 DMH27 I 5.80 CB26 I / _ +�' 5.80 CB2(EXISITNG) I + 10 0 �° ' In +1.6 rQrT � a � 6 CB2 8.90 6.04 -- -- k"+ o. R 10.99 oos.�9.65 s was to.: • NOTES: (EXISTING TO REMAIN) i i ® ® Z j/ I ,°,,. I DM 13 OPENING 9E LE BARON LP 263-2 ,0<: �°' 43" 1. FRAME AND GRATE TO a7J 0.34 - 2. MORTAR ALL JOINTS CB26(FLAT-TOP) 8.90 6.20 -- -- ( I� + + . .•'�.. ""`"`' + ® :' N R � 3. PROVIDE 'Y' OPENINGS DMH27 10.02 6.58 6.70 C828 �;`j ® +® ®' N - .0.22 : INSTALL OIL FOR PIPES MATH r 6.70 ce29 ; x.' '..} - �� , � RUSSIAN NCOErE TRAP(HOOD) CLEARANCE OUTSIDE 6.70 C630 1 uz . ANTS DRAIN OF PIPE 6.70 CB31 ' 1o'LIN0) , PIPE 4. PROVIDE MIN. 0.12 SQ. '9 e6 T1YP ._ DOTE RET AID N STEEL PER FOOT C828(FLAT-TOP) 9.90 7.34 -- -- p ®• ��� ` SOCIETY" / 1 ,W o, vERT1cML) AND PLACE �} 4:; j� �c`1 o O C I E PER AASHTO M199. 0829 9.80 7.00 �" I1, ta; R� h � iJT , - C830 10.50 7.74 -- -- \ ° »• • -"" = R ' q F + r T� / acl9.94 0.32 46'31' DIA. FOUR S�TRIUCTURECTION MAOTERIAI ;� I•F t:`s 0�+.• t -' + T APES 2n 9.s, I vi CONSIST OF CONC. BLOCK C831(FLA T-TOP) 10.90 8.02 -- -- \ ••"0 e. .'H " #•`, F C/) _ W •. •IBM ®1 1 r °:93 .15� . S - SET M A10RTAR OR PRECAST ® &O _ -- - - t . - STRENGTH �_ �: �W �' �'� / 7 96e(Z i 7j COMPRESSIVE S 8 FEMA �10Q�` 1 r` - _,., } 00 2 am - 007 ct,N 950 l 3 OF 4" PSI. _ � rn 10.69 ,� � � � � DAY DRAINAGE PIPE CHART - ... _ a„� > -� Q,�. ,0.7 ,°� 3 a CATCH BASIN DESIGNED AND .J '1 (( °. E�-��"� i'• % 9'3• BUILT FOR H-20 LOADING L)j1 i '•"'•'r ® � 9 PEED . 9.53 � 7� EXISTING DRAINAGE PIPES .,�e. ' ® WITkl,;Ci LLDING 0'67 9.6 4.64 9.5� •` s" MIN. 1K zr� -� NOTE: DRAINAGE PIPE LENGTHS ARE MEASURED BETWEEN CENTERS OF DRAINAGE \ •, m ° STRUCTURES. \ x y TWO CARS WIDE �� f (I o I,o-5973 1 O at _Q >t^• .€ II yo• 10.99 > 5 MIN. FROM STRUC 1�, TO STRUCTURES PIPE SIZE I,E�LOIb SLOPE(PERCENTI1.50 C81(REMOVE) C82 12 RCP 23 1.00 ,t.32 ` � , - ® s AD C82(RESET ■:?It() DMHS t2'RCP (ABANDON) 48 O.Oas 12-LINDEN,,0. p J CB3(TO REM A 4) (B4 12'RCP 22 0.10 `• ;--.,,7 t ® , ` � ..4 w63 s I ,s, I 1-••-_- __- C84 TO REMIAN DMHS t2"RCP W ( ) 23 1.39 ,. , 4 � � ;I / =i I I III-1 I I-1 I -III=1 I I-III-1 I I_ C87(REMOVE) CB6 12"RCP 22 0.60 „J2 r \ ® '* FIRM STABLE 3/4' CRUSHED STONE. 6' MIN. DEPTH. s ILLI may,/ ,• .. 9.so,.o'ji® I 1 SUBBASE MDPW M2.01.2 to`I'"37`� T 'R �.A `` 1 // . 1,.31 C66(REMOVE) DMHS 12"RCP 78 1.18 j;•• E l �,\ , j DMH5(REPLACE W/ DMH5A) DMH8 12'RCP 91 0.2s7 i �p �, // ® + •'"` _ - - SHALLOW CATCH BASIN (FLAT-TOP) DETAIL DMH13 DMH11 8"AC 118 1.06 „ �` \ // 1^ ®+ • p 1 t� �• 10.y Not To Scale AD ( sw CB12 NEW 12" PVC SDR351WITH POSITIVE SLOPE TO DMH 11 -5 33 I � �+ I/ _ 5• `. ( 9.33 _ "'�" �,r � ,.� � � \)y` / i R .. -,-. �I I 'T t�I�C 0 0 K LE BARON LP 263-2 DMH11 DMH9 TWO 4'AC 9 3.55 Fm ® �•9 n.7i r I " CATCH BASIN RIM C810 DMH11 8'AC 17 8.70 1 R � ;256 r' 'Zn "n7 - GRAINTO THEFLAT TOP D ® ,,,, � � � CRESCENT "WHERRY R R Y CRATE CAST DIRECTLY ,1.6J DMH9 DMH8 8-AC (ABANDON) 43 0.86 �Ty ^1 ® + 1-6° // "S7 - - II X0..9 9.S5 1 ROW" BY MANUFACTURER DMH8 DMH15 12-RCP(ABANDON) 129 0.69 •11.54 TYP t.w •„ t `/ ` �� , `,�,/ 1 I �p0 o.J 9.23 01 AC DMH11 DMH15 CLOGGED 12"RCP 155 0.31 ®„m •• „ 1t0• 93 - - -,, ' ,r\ // ` �f°- 1 ( C82 + 2 R°n"t R 0.32 PAVEMENT TOP COURSE (CLEAN/UNCLOG EXISTING PIPE, TV PIPE TO INSURE PIPE CAN FUNCTION) fQ� bJ� /r'0" II 1 ' 7 > BINDER COURSE r w ; : 4...• CB14 DMH15 12"RCP 13 -2.46 I R + I ® w I­qCB R s ' x FOOTPRINT BLDG. TO BE °� ,0.9,• OMH11 (INSTALL NEW 12" PVC SDR35 WITH POSITIVE SLOPE TO DMH15) 267 ., r „ + +® H2 T P I I REMOVED - 1 013 SFt ' 6 7�.•, 'l sf `~ r , DMH15 OUTFALLI6 12'RCP �. ,,.67 + •- r / , o+J a 0.J? ,,.t7 148 0.89 uti O /� ® GRAVEL BASE CHANGES TO 21"RCP ,.J. •n.t6 R 1 7 ;®♦ �.:ia79 ' ,ter - r a,:• .tea �� (CB1 AD (LOCATION OF THE PIPE SIZE CHANGE IS UNKNOWN �/�. II 1 L - 0`� f I, \ i as, "S x .• M' + 0.75 z / m72 aha g TREE 10.1, 9.]6, 9.n DEPTH PER PLAN .,f ,. FL/1T TOP += o•,..f 9 MATCH GRAD 0.62 09 TMp REUNFORCED •. �-•► `- N./�► 9.52 : I �a� DMH21 r .,•.: PROPOSED DRAINAGE PIPES: 1 t0•72 1 `R ,a3t 4-AC PRIECAST ® R \ CONIC. 9.92 DMH9 v .`•: 6"MAPLE m 9.9J +'''i'•. COINCRETE NOTE: DRAINAGE PIPE LENGTHS AREA MEASURED BETWEEN CENTERS OF DRAINAGE - /�J1 t CROWNED ACCESS DRI v�� 2 °.5 °.6' `\ O \ \ ,a�O NITER ,am _ _ I j� 70.36 10. 9.90. STRUCTURES. ALL PROPOSED DRAINAGE PIPES ARE PVC SDR35 UNLESS OTHERWISE \ aa' p + N +® ° p71 tos9 10.37 ,0.o. Seo ro 0.•x49.57 10.07 NOTED. ` ` .9 nW11��CCESS DRIVE .9.15 \\ DMH25 I "9�/� + t0.O° G o 9.53 9.95 DUCTILE IRON I ( INSTALL OIL ` .iQ}t �a Z - -�/1 10.24' T0.2t CB31 DMH27 12' 88 1.50 _ o ,,.,o - 9.57 G) 9.9J ,1.66 CB30 DMH27 12" 52 2.00 116 ��► j 'moo �~ \ 9. (�00 _ o ® h 0 s, 9s3 `' DRAIN PIPE ( I TRAP(HOOD) CB29 DMH27 12" 15 2.00 11.�+ ,,,.7e R o7 j 1 \ '- O BUMP 110.25 ° `/~ 10.27 \ \�\ NST w 'A 3"MAPLE _ SPEEDta,o CB28 DMH27 12' 32 2.00 z'LINDEN I2 p7 17° + 62 \ _ _ - - 1 H 0 A! L �` 9.n 6e"RCP \ ' .9.73 ,.77 '.'•..•• ,1 -�� REMOVE DMHS o.2z �► 0 9'46 .,,. .n•7t „sz .t� REINFORCED IPRE cG O Tt�� ,I t/''+� " 11.79 I,.27 n.ee \ - ✓1f•► v 7411 1 #V 9-s 4.96 DMH27 DMH25 15 67 1.20 "-95 3m os7 04 & ++ e / I au��� INSTALL DMHS -._-_ vcc CB2 `J'yrI 10 2 "�!�: DESIGNED FOR jq P RO IC2 >F-• CB2 DMH25 12' 10 2.40 ,9• _ „ I + ONE STEP s71 ® j 9.79 9.96 ,.6J ,,•: .;.. CONCRETE SAS y.�s� COlvl tAN C626 DMH25 ,2" 10 4.00 "'w :.9e + - ,: 4, 1• 9 i 9.89 70 ,�� 8"MAPLE 1Q71 10..6 9.93 11.45 •. •: DMH25 DMH5A 15' 43 1.20 +© S + - ^ 6R 0.79 m.76 tan 1.6 9.90 2 s7 >:::= �� R9.84 0. 0.w \9 es a "MAPLE e CB6 DMHSA REMOVE EXISTING 12 RCP 9es LOADING t1.J2 E �•;u;r,;;. �; No. f .,0.0 ,aeo ,ast ass Iso nss .70 1.,e .• ,p ( ) 8"MA. f� I 9.57 " t,so 11.541. J'u ) + + ,0�,o.J 1 - 1 (� 9 x SHRUBDHEOGE N ,0.76 tn.7e �tE1 \w s.w ,0.64 + ` - \ +10.01 9.ee •,"�:. ,0.33 1 'to. • CB4 OMH5A (EXISTING 12" RCP 23 1.39 A +303 ,. Kl t© ® �,. _ o-0.3 BLOW-UP a�L TO REMAIN a- „x tat6 +n. � + aoJ4 a / �v i tt 93 ,2, ,. R 9-r% Iw.c� 9-99 I 9.0.2 9 9b ~ 0.•w 10.71 +9. ( 1 20.. - - - - - - - - - WIDE W,$� WA 1 4 O 0..z 9.s, ,,.,s se (F DMH5A DMH8A REMOVE EXISTING 12"RCP 1201 '°� 10' +® °°° � 'I® 84 F OT \ / SHALLOW CATCH BASIN LAT TOP DETAIL WA` 1 10.20 � ns1 REPLACE WITH 15"PVC SDR35) 91 1.50 19° 202 I 1 -I- -'0!4 - +® i 41 9.es ® x� 975= 9.06, ® `•,0.09 �� � +�i w'/ 9eJ I a60 ' Not To Scale C824 DMH21 12" 79 2.02 - - - - _ j CB23 DMH21 12' 17 3.53 - 19 1 I 1605 �+ - - - - ®+ j OIMAP 1ss DMH21 DMH8A 12" 61 1.50 „-,� 1 ®,2�9 1 SEE ARCHITECTU�,�L bLA PO TAIRS 'a°'' 10.85 °23 '°-z' a: °�' + ® O 10.4 "ARBELLA" I �� z SITE PLAN .9 ,2.,J ,Z. 1 ( ►NG ;, ° REQ TB M #2 I • DMH9 DMH8A (ABANDON EXISTING 8"AC) 43 0.6!� 11216 AND RAMPS INSIDE BUILDING A� UI 'a'° '0R 1 I .9.57 I „- * •1218 �r, 9.97 , 04 11.55 DMH8A DMH15 (ABANDON EXISTING 12 RCP) 129 0.69 •`Z tae MEET WITH GRADE ON OU��IUE OF BUILDING) j I �(� I ) ,tom (��//� CB22 DMH8A 12 7 11.4 ,t.64 ,2.27 +226 .12.35 12.34 y-eo ,�� 10.13 ,,.,e GRADING W DRAINAGE ®+ 9-" ,0.55 ®"-47 for a portion Of DMH8A DMH2O ,8" ,28 ,.89 tz,a 2.27 zA P HA S t0 a 2 (FUTURE ) +,-. I® 9-Be ,5.33 ��� 1 9A7 AD DMH2O PIPE CHANGE 21" 40 (APPROX) 0.89 1247 (MATCH EXISTING PIPE SLOPE) " "24A 1a,; 5 zJs I 0.457 ( 1051 • •1O-•e 1057 �� 1 J 10.5 11.65 ,t.z 1 ► HOTEL C 0 N F E R E N C E CENTER 9-e3• - _ EXISTING cuRBLn+E TO REMAIN ,0.73 ► ,a1J ,°� 10.07 0..59 MATCH TO GRADES AT BACK Q 1 L STORM DRAINAGE SYSTEM NOTES z ®� I T11P OF CURB 10 1 1;'ij,6 1. INSTALL NEW CATCH BASINS AND DRAINAGE MANHOLES AS SHOWN ON THIS PLAN I y 2 3 CONGRESS S T. LO + Q Pic e ing a� 9 # ` / 10.47+ ". > IN ACCORDANCE WITH CITY OF SALEM SPECIFICATIONS. NEW DRAINAGE PIPES SHALL "'75 12''3 I 9-s9 ,L6J 0.I f f FFE=12.00 BE 12' MINIMUM PVC SDR35 UNLESS OTHERWISE NOTED. ' # 223- 231 Derby Street K a / .,o.,0 ,0.19 tan t3 1 o FEMA (100 YEAR A-2 ZONE)=10.0 ( 1 / 0.n �f I W 11.63 ,0.22 p ] ,,. _ 2. NEW CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON 11.9, 'zr60 ; (i FUTURE lags ° '0-0.J and STABLE EARTH AND/OR A SOLID FOUNDATION OR PILE AS SPECIFIED BY A i z _ r ,a22 - 0.' nQ ,0.4 Z GEOTECHNICAL ENGINEER BASED ON SOIL BORINGS PERFORMED AT THE LOCATIONS OF 0.i _ ® - r f }j 1.031 Q A.0 m "PRIVATEER" Congress Setreet + . 9 , 4 ® ® i0.t♦ 10.061a +r' 9.66 -91r- THE NEW DRAINAGE STRUCTURES. CATCH BASINS AND DRAINAGE MANHOLE B .. W 1 - - - 60 o.J3 0.76.51 _ _ _ MARINA 0..9 ®� 9-w °.9, - _- ,a� 1- ,,.2 # 23 STRUCTURES SHALL BE CONSTRUCTED TO NOT BE ALLOWED TO SETTLE. STRUCTURES 'Z10 ' ' 12.8 L - I ® + - - "-zo _ 0.62 t ,� INSTALL ON UNSUITABLE MATERIAL (WITHOUT PROPER FOUNDATION/PILES) SHALL BE 3 A 'Kj 9-b •43+® _ - - - - - - - - - '923 9.,6 a 7 0.w "-as AD 1x77 \ ` 920 � Salem, Massachusetts x - - - osfi _ it•w 0.72 +t.zDEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR m s - - - - ,,.24 -- ,2.29 11.95 1 +® D � +® 9.73 8.39 .9, �® TEP j lit _�� I 1.9 ALONG WITH ANY AND ALL BROKEN/WARPED UTILITY LINES AND DRAINAGE PIPES. 0.0 +® -su - - - - - - - ` _ - _ x •914 aos + 12° BRIDK 5 / / 1 ° Prepared for: Pickering Wharf Realty Trust (978) 740-6990 3. THE SITE CONTRACTOR SHALL INSURE THAT ALL PERMITS HAVE BEEN RECEIVED - ®+93J 30 9-33 .40 ® NEW 10• WIDC WALKWAY _•^� - =• _j +' S 696 Toe 5" � � F I 100. 84 Wharf Street, Salem, MA 01970 PRIOR TO COMMENCING CONSTRUCTION. 12� _� 9.3e+ TO MATCH pQS 9.28 9.229 B16 90.4+ AD®8.92 0.K 17.01 + I '°•J5,1 t l 1 10.4 \t 1 Date: May 1x30 G GRAOES 9}AM, CA a„ CONNECT TO 11ry��� y 26, 1999 _ 9.39+ 9 7.13 - /, „ w > I 1 ,0.,7' 4. THE SITE CONTRACTOR SHALL CLEAN ALL SUMPS OF EXISTING STRUCTURES 9.40 I ARBELLA EXISTING 21 RCP I PLDE #99-04 Scale: 1" = 20' Sheet 5 of 11 - 9.13 THE PIPE �` 1 4"CEDAR ADJACENT TO THE WORK PRIOR CONSTRUCTION. THE SITE CONTRACTOR SHALL CLEAN 1 ,0.2, 9.73 1 -- -�` 9 07 ®+ � SIZE CHANGES � '27 t,47 I + FROM OC TO Zt" i ALL DRAINAGE STRUCTURES (WITHIN THE LIMIT OF WORK) FOLLOWING THE COMPLETION 1 �_ (THE 12" TO of / 8"M^PL PATROWICZ OF CONSTRUCTION. - �- RAISE ELEVATION-OF C9NeRET THE CHANGE IS 11.4a w i �0 �- THIN ISJn TO MATCH ELEVATION I UNKNOWN) I DMH15 j LAND DEVELOPMENT ENGINEERING RIVER- OP Ig Q ,,46 5. ALL NEW CATCH BASINS SHALL BE EQUIPED WITH GREASE TRAP HOODS AT THE b 11.32 O 11.45 6"MAPLE 60 Washington Street, Salem, MA 01970 0.a �-" �"� T SIDEWALK MA ,v�' 1�-P OUTLET PIPE. S THE TOP OF THE COASTAL BANK (n LAND UNDER OCEAN �' \ + IS THE EXISTING SEAWALL \ TO OUTFA ''S` � MH2O/ 0614 ® 99 1�6"MAPLE (978)745-2288 • \ / .♦ 9.98 10.04 �) ...�� ! ! Y `tJ Q U 7 " 3 MLL01Y5 NOTES O PARK MAIL r0• t• U 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY soxEs w _ LINE SHOWN ON THIS PLAN ARE APPROXIMATE AND ;. F�SF<009 ? (PUeV C cpNCR WERE BASED ON THE BEST AVAILABLE INFORMATION Lo aplcKa SMH IM-10. VgR/g8 E� R CON "�. INVin A-. CE 0� AT THE TIME OF PREPARATION OF THIS PLAN. THE CRE i ' "'U ` o CONTRACTOR SHALL VERIFY ALL LOCATIONS AND E(6_ � �` INVin B -? BOE BOx // a Fl9R INVout-? `,, Ut• ELEVATIONS OF ALL EXISTING UTILITY LINES PRIOR TO 3 PEDISTAL `TaAcr1C LIGHT E) T 4'c WATER �EtE 9C 1 ANY EXCAVATION WORK. ADJUSTMENTS IN THE SITE w of LL Box BRICK �� T B Box No GCN �� Minter PLAN (IF REQUIRED) SHALL BE THE RESPONSIBILITY OF CONp Ip• O TONNECT RAMP NO vGc �I� Sl $} island THE SITE CONTRACTOR BASED ON ACTUAL FIELD Elsfw NEW CONNECTION • RAMP`, �_ s r 12 UNpE E'Cp� MAIN1yfR FOR FIRE AND WG o ' N� n4lCaond LOCATIONS OF UTILITIES. PLDE ASSUMES NO f(s, 1� SUNK UN _ DOMESTIC, INSTALL � � h / RESPONSIBILITY FOR ANY BROKEN (OR DAMAGED) W a Fes ) /-SIGN 4• E 48� TS&V PER SALEM w yr f UTILITY UNE DURING SITE EXCAVATION AND/OR ANY 3 G w O ESX= 7 ESSE y /O CONSTRUCTION WORK. A � ; o R fls.1 p-w WA SPECS e E( CONN SMH RIM-11 3A RIM-9.88 SC ENIH Cpl o %, 2. THE DEMOLITION OF STRUCTURES, UTILITY LINES -8"PVC - O Win -4-36 � • � GAS GA INVIn(A)_. N RMA S� n P � AND OTHER APPURTENANCES SHALL BE SPECIFIED AND wvn B-4.00 w(FlRE) E a'c INVin 6)-? S / F, PERFORMED BY OTHERS INVout-2.95 t (6`a-nBRE) BRICK 1 - MAIN � CNK INVwt-? UNE N W INVin=4.5 sc W((DOM) LINE ae'-� Mrn+ Sf R TRu Yn P v ; W(FIRE _ 50"TRE B O 4"G' SITE 3. THE FOLLOWING NOTES PERTAIN TO THE UTILITIES > OUTSIDE OF THE PROPOSED BUILDINGS. UTILITIES Cups a-C 1 INSIDE THE PROPOSED BUILDINGS SHALL BE SPECIFIED _ WIG ' y Salem BY OTHERS. ^y Y �J X38 r t WG 1 p+w Box R 4"G WATER BOX " ILEAv1TT ST. Derby - SMH RIM-11.07 Wharf !,r O EI,EGTRIG,TE - 'rCNc, CONI- `- (AB NDONED) z Ic 4. PRIOR TO WORKING INSIDE THE ROAD RIGHT OF © CBIE FIRE ARM Er Bp'CK TWHO toW� 4 Harbor GRAPHIC 6S ®��� CONNECTION " f(5_a.� E STREET LIGHT SCALE WAYS (CONGRESS, DERBY AND UNION STREETS AND `. GAS Wim` 7 ls.f�CO 10,W u` w > / o WHARF ROAD), THE SITE CONTRACTOR SHALL OBTAIN \ ``° CONtvECTON: CONCRE BRICK .3 EM E wG 2000 NECESSARY PERMITS TO PERFORM SUCH WORK. THE �- „ W r ' ;A I OUTDOCp W o LOCUS SITE CONTRACTOR SHALL CONTACT DIG-SAFE AT \ ME S SEATING c� �z c, POE Box � SCALE: 1"=2000' w 3 1500 GAL atf•E1;. c Y r s jr N vcpiSTAL _ CMN 'i `�. 't- Ila 2 AS WA R 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY . `° USE EXISTING w GREASE TRAP Ta m w COMPANY PRIOR TO COMMENCING ANY UTILITY OR .. d PAVEMENT CY Box BRICK EXCAVATION WORK. 12'Lc^ FOR EASTERN -,. ,- CONCRETE z CONNECTION TANK3. I� S RIM=11.30 I o H RIM- 0.55 �' ABANDON 0) FINISHED GRADE BANK, INSTALL INVin=7.60 ,� ATE ETRE ti_p�_ HEAVY DUTY FRAME AND COVER HAVING 5. CONSTRUCTION METHODS AND MATERIALS OF ALL MEW-6"S FOR INVout=7.85 �Ae CONNECTION /�'i%/i/////i%%i w we m \.\\r\\ \\/� MI IMURON SIDE CLEARANCE OF 24- UTILITY LINES SHALL CONFORM TO CITY OF SALEM W I RETAIL BUILDING Iz"� WATER(DOM) ILIELT � � SPECIFICATIONS. FINAL LOCATIONS OF UTILITY LINES , O GREYWATER/ z SUBJECT TO THE APPROVAL OF THE CITY OF SALEM Q GS GREASE `ONNECT N. "3 AND RESPECTIVE UTILITY COMPANIES. - INVout=8.25 _ -WOODEN a_ I O Q " -� BRI ``' / CASTING TO BE SET ON AND COVERED 6 $ CK v o j S)-4EO ATION WITH FULL BED OF MORTAR 6. DOMESTIC WATER SERVICE. INSTALL 2" WATER S"ED 24' aA o ADJUST GRADE WITH COURSES OF CHOWDER T / pAISED BRICK 3 S MAX)SERVICE (COPPER), MINIMUM EARTH COVER IS 5'. L - `=•'r,G i BRICK AND MORTAR 3 COURSES MIN., ( ) I SMH3 RIM=11.40 ,,. ❑ INVin=7.46 '1 6"S W, HOUSE i, A°EA a c COURSES 7. FIRE PROTECTION SERVICE: INSTALL 6" WATER U I _- INVout=7.26 SEWER CONNECTION ;REMOVE EXISTING I L BITUMINOUS WATERPROOFING COMPOUND (TYP.) (CLDQ, MINIMUM EARTH COVER IS 5'. J - D.C. ND FOR TOILET WASTES TRANSFORMER RIM 10.02TWO COATS OF UPLAS71C NO. 28 INVOUt=8.00 { + `. I 3 B NOONED) 0MANUFACTURED BY THE KOPPERS CO. a J `- h' ' m V o I n n APPLIED IN ACCORDANCE WITH THEIR 8. GAS SERVICE: UNDERGROUND SERVICE, FINAL " PIC KERING INSTRUCTIONS { I I 4. w AN ra s- REINFORCING SUFFICIENT TO WITHSTAND Y + �5'HIGH WROUGHT m H-20 LOADING LOCATION BY OTHERS. + 12" IN '� N C TE W R �' _ ... _ .IOON CATS / 6'HIGH CHAIN 9. SEWAGE DISPOSAL SYSTEM: INSTALL NEW SEWER a _ DuA / WGU CP TE STEPS LINES AS SHOWN ON THIS PLAN. SEWER LINES SHALL of P 1 0° �_ CONCRETE RAMo y W ANTE L -DAiSED CONCRETE I gplcK SEE NOTES MANHOLE To CONFORM To ASTM SPEC C-478 BE 6 MINUMUM PVC SDR 35 WITH MINIMUM SLOPE OF R :-AD zo'HIcH CONCRETE • DETAINING (4000 PSI MIN. COMPRESSIVE STRENGTH) `• T ;G"J U WALL 2.0% (1/4 PER FOOT) FOR SELF-CLEANING VELOCITY. { Hc� I+ - O.i,E I P, _����� .,.•%//i./i;i%i > 13PICK 0-RING RUBBER GASKET JOINT (TYP.) } CONFORMING TO ASTM SPEC C-44 L I STEPS 9JH RIM-10.08 NEW SEWER MANHOLES AND GREASE TRAP TANKS ! v L-" = REIN GATE 5' MIN. BUTYLE RESIN I .. ----- #223-231 I '. ERBX ST.l� RELAY oa C?ETE NYn�1':2:88 4. SHALL BE INSTALLED ON STABLE EARTH (AND/OR A I m •. N E 5" MIN. : SOLID STABLE FOUNDATION) PER THE SPECIFICATIONS ` USE EXISTING SEWER CONNE ON (=FE= 2, , - "RUSSIAN IAN MAIL eo N� Mv«,t-2.23 !�� OF A GEOTECHNICAL ENGINEER. SEWER STRUCTURES O ;IO LIN N FOR DERBY BUILDING, INSTAL �. AID WC P SMH RIM-10.1'0 o m RUBBER B0�0T CONFORMING TO ASTM AND PIPES SHALL NOT BE ALLOWED TO SETTLE. w ; NEW 6"S FOR BANK BUILDING I FEMA C1 O Y AFF4 r=Z ZONE?=�O.O W(D 1 -w N O DCM) INvM.258 TABLE 2x SPEC C-4M3 PROVIDING WATERTIGHT SEAL L S / INVout-2.50 z- . . STRUCTURES INSTALLED ON UNSUITABLE MATERIAL I SOCIETY SHAPED COMrCRETE INVERT OCI _ (SEE ARCHI I LU I UR 1...PLA`N$ FOR STAIRS LIP (WITHOUT A SOLID STABLE FOUNDATION) SHALL BE I I I AND RA ,S INSIDE�BQILDI G A: REQUIRED:TO I BRICK. STEPS � o� �;��� �� } DEEMED UNACCEPTABLE AND SHALL BE THE R To FRipNT tt�trtr�� a m SC •.• NOTES .-. 2'w Do j r -. MEE,T,'�JITF4 GRADE OU SIDE OF BUILDING). ? DooQ % °� I Ac AC Cas K *. - t.USE 4..0' DIA. MANHOLE FOR PIPES 24' OR RESPONSIBILITY OF THE SITE CONTRACTOR. ( A MANHOLE FOR PIPES GREATER ,M. - .1• r - ^..4� #�'. r- ` I`r�t w. METERS N O THAN 24. s DI .tom c,;. '.c:"4r^' �. •` `' "' �, - E 2 STEP STEEL REINFORCED COPOLYMER 1 STORM DRAINAGE SYSTEM: OWN ON SITE - 6"w _ 0 S OR D GE TE SH E �� =-� �" �. ti o - - •-� YPr LP Y � ,...�.. - CO ,. ���:.��' •^i.•'n•' �•':.•.;a POL ROPYLENE PER ASTM, LE BARON N0. PLAN "GRADING AND DRAINAGE" SHEET 5. L ?� � ' a °� -- �•�..- '. y L ARD �y G - - - - - - L115 OR EQUAL SMH 1A RIM-11.19 GG SP I CONCRETE I--I I I=I I I=I I I 117=1 I�I-I II=I I I- 3.TABLE'. AT 2/3 PIPE DIAMETER. ' _ _ 11. ELECTRICAL SERVICE: UNDERGROUND SERVICE, I INvn Al-5.34 I _ IRON CITE o SCEPI I I-� I_I �_ I_�I -I =I S ( ., y,yrt•s I 6'HIGH 'WROUGHT - INVi+(B)-566 r SEWER CiONNECTIO!!t r. r x4 IRON GATE 6'HIGH CHAIN f /� FIRY STABLE �-3/4 OW94ED STONE, 8' MIN. DEPTH, B EOR,TOILET WAS r' 0 -a UTILITY I RAKED MOPW M2_01.2 c LINK FENCE IW W CONCRETE METERS FINAL LOCATION BY OTHERS. " :` I' 3 • tNvo„t-5.29 .rc r :3 a AS SUBBASE 12. TELEPHONE SERVICE: UNDERGROUND SERVIE, FINAL NEW INVin=5.66 "�? `` :' LOCATION BY OTHERS. '" ' I :y �""" x - 2-w Rc ? W m PAD PRECAST CONCRETE SEWER MANHOLE F' � (DOM) } Q - % Not To Scale ti' g v a-W / \ 13. FIRE ALARM: UNDERGROUND SERVICE• FINAL 1 IND Nu ;°aa ". J IRE) LOCATION BY OTHERS. W LP 3 z 0 = � 14. EXTERIOR LIGHTING: SHOWN ON THE SITE PLAN �' �� - NEW T,S&V - z "LANDSCAPING AND MATERIALS" SHEET 4. °D ' FOR WATER �_ I AC AC SERVICE I� w CROSS COUNTRY UNDER PAVEMENT I �; NN E_�2.G0 v�. - - r- - j (FIRE AND Y Y 4' LOAM AND SEED ,, ;"'� 2 I DOMESTIC) OR APPROVED SLOPE SURFACING OR RESURFACING f, j m m z PROTECTION AS REWIRED. TANCOOK 0 �.- w R < T �` /\/ OAD BASE (GRAVEL) t. , CRESCENT" 0 Y "WHERRY / D SELECT BORROW W } R ! j I N I Sol COMPACTED IN r..,... I 0 W r DEPTH As TELEPHONE j w R MDPw MI OZO 3 LEC G m r REWIRED . w. CABLE„ FIRE ALARM. I NO STONES OVER 2" CON CTI CONNECTIQN I O s REMOVE: EXISTING LMH', 9'MIN. CIRUSHED STONE i \ t W 8' PVC (SDR 35) •,c MIOPW CONNET 70 R y R R MEW WG EXISTIN 2"G \ n I X.S&V LID R R _ }� 6-W -L-_ 3 Q a 6"MAPLE _ - 4j�2.T � R SHEETING I WIG 6 W2-G ANEW -_- 6'W TRANSFORMER AS REWIRED AC W(,` +/C BRICK PAD G Z G -' ' '-6"W w E EMH SMH RIM-9.95 W 3' MIN 1500 GAL �`E- - -E 6"W w n-3.85 _ 2"G 3" PLE • IN EARTH W I GREASE TRAP 1 INvbat-3.so �INLEDGE TA K1 2'UNDE O N RIM 11.15 W 2'c 2•G /roy SIGN w AG ; SEWER TRENCH DETAIL IN n=8.2 MH 3 IN ut=8. 0 R 2"c r Not To stole _ O BRICK PS do MAIL I LOW SMH1 RIM=11.20 '_ R BOXES ` e" PLFi� LL T wicz INVin=7.82 a+s N 1 oA 8"MAPLE ��� 3 71 c .L « H VOut=7.62 V - N t0 LP \ 1,. N 3656 WG 'vgpS CONNEC TO _ _ ( w - L g ICK a GRANITE BLOCK G PROPERTY R IIW YD W w ��� // Ile EXISTING � - - -- _ TEP �G RAISED PLANTER � A AA' PCO 4! o I _ _ - - LINE CONNECT TO NEW T,S&V We `.. GAS GA Y L - - _ _ - FOR WATER Y I Gp_YWATER WATER(DOM) - _ LP {I EXISTING 6"STUB, AC 3 h GpEASE CONNECTION - - -- _ _ ,,rs EXTEND WATER SERVICE m t o _ Y F ENTRANCE SITE PLAN Y I - - •_ ,_ (FIRE AND O''MAPLE o SERVICE v INVout=3.50 WATER FIRE - - _ UNE TO m I I CONNECTION -` CONGRESS ST. DOMESTIC) ARBELLA m RIASS Z z SEWED CONNECTION LP I J 51 FOR TOILET WASTES (SEE ARCHITECTU AL PLANS FOR STAIRS PROPOSED UTILITIES 3 GG INVout-8.26 AND RAMPS INSID BUILDING AS REQUIRED TO ELECTRIC,TELEPHONE, I ��," ti W I GAS CONNECrCN MEET WITH GRAD ON OUTSIDE OF BUILDING) I for a portion of WG 0 PHA 2 ( FUTURE ) CABLE, FIRE ALARM �WG �� CONNECTION I L *LP w j 2"W \ REMOVE EXISTING DII HOTEL C-O-N F E R E N C E CENTER TRANSFORMER i GRANITE STEP SMH RIM_10iS Pickering ar #23 CONGRESS ST. H INVin(A)-5.38 INVin(B)-5-88 m 2 INVin C)-5.00 3 I FFE=12.00 L' es INYm�D)-5.60 (V I w INVout-4.80 I FEMA (100 YEAR A-2 ZONE)=10.0 I ;� I GRANITE BLOCK X 223 - Derby Street w DELIVERY ' Z RETAINING WALL �< - - _ _ _ FUTURE WG WG RAMP m "PRIVATEER" and z3 I _ _ - - �' X23 Congress Street - - - - - - - _ MARINA - -� a �N SEPARATE SNA TCR CONNECTION - - - - BRICK - RAISED BRICK L FOR MAP'NA USE - _ _ _ _ I 12'LIND w SITTING AREA w Salem, Massachusetts 2.W - _ _ _ SC KWAyJ RICK STEPS /rGROUND , Prepared for: Pickering Wharf Realty Trust (978) 740-6990 177 3 _ - _ _ / LEVEL 84 Wharf Street, Salem, MA 01970 W DOM) j ❑ LP G G Ac j Dote: May 26, 1999 GRAPHIC SCALE o "ARBELLA" /•y -GE R METERS PLDE ##99-04 scale: 1- = 20' Sheet s of 11 Y (DOM) PATROWICZ GUARDRAIL 20 0 10 40 00I I � � �-- s --` I GG 10 \ S-M GRANITE LAND DEVELOPMENT ENGINEERING ( IN FEET b RIVEk � � s�p 6-MAPLC 60 Washin ton Street, Salem, MA 01970 1 inch = 20 ft. \ _- \ I RAISED 1 2"w UNrrSB'MAPLE Washington (978)745-2288) F•+-I LAND UNDER OCEAN I CONCRETE G m w 4 6'MAPLE 978 745-2288 4 i I rEN GRAPHIC SCALE U 7 wP� ` H LARGE ARROW REPRESENTS A CONFLICT 20 o �0 20 40 a� 4 INTERSECTION) FOR VEHICULAR TRAFFIC. TO BE - 4 4 INTERSECTIONS ARE PROPOSED ELIMINATE .`� G TED ALONG CONGRESS STREET AND DERBY " ' ` '� \ v CURB CUT - �:.. S. x ( IN FEET ) Zot E4 �` 1 inch = 20 ft ,fit Winter D Island New England (PU �. Power C0. 9�/ r STOP ARS CONFLICT POINTS V `' ABC \`� -�_ 0-1 �ti > � ESSE s. E �/IQ ESX 7. i y (INTERSECTIONS) 0 WITH DERBY AND ,-,�� CONGRESS STREETS CURB CUT lt'Ll PM NORMq 4e VV TWO WAY ST, �, Cr N P�0 —� W � N SITE CURB CUT � / ELIMINATE " h 0 , . Q CURB CUT h �AVITT ST. Wha f Salem E6 W A p Harbor , . I _ GRAPHIC -0 z W Z S C ALE 0 2000 Q LOCUS Q " . SCALE: 1"=2000' Z . QO " . I t ]y 3 O I INTERNAL VEHICULAR v I } TRAFFIC PATTERNS m Z yINSIDE PICKERING Q I WHARF DEVELOPMENT }. O / / Q J Q CUIRB CUT I MINATE � I Ow To Z O / >_ ~ "CHOWDER / HOUSE VEHICULAR TRAFFIC FLOW O "PICKERING" ST Y PHASE 1 ,. /i �-- HOTEL/RETAIL z k US_ IAN X'4.>r ,. .. ...., ONE WAY < 0 AID #223-231 DERBY ST. SOCIETY" j I sTOP ' PROPOSED SIGNAGE ��• I � COVERED W Z DROP—OFfF Z O Q / O I fir/ W _ m / /;,/i%/// DRIVE—THRU I O Q Jl (2 CARS) BANKI CONGRESS STREET / < Z "TANCOOK % \, w CRESCENT I "WHERRY 0 w_ Z j I Q ROW„ STOP O p .# z_• Q � ri O w Y STOP -' O CURB CUT P1 .; f- TWO WAY TWO WAY �y I / T I IAN r'W, I \ < PAT OWlMIL CZ - ' N0. - "•"` • TfP�O 4 �l Al STOP e J SITE PLAN ELIMINATE E1 I - - - - - - - - - - - - - j CURB CUT O I - - - _ _ _ _ _. _ - - - - - , T "ARBELLA" PROPOSED TRAFFIC PATTERNS fora portion of ' I / Q o .. ' PHASE FUTURE ' Pt*ckertngar O J / � HOTEL CONFERENCE CENTER Derb Street Q , # 223- 231y I X23 CONGRESS ST. and I I _ 1 X23 Congress Street Uj FUTURE ; 7:� > MassachusettsePRIVATEER Salem, MARINA I = _/ v Prepared for. Pickering Wharf Realty Trust (978) 740-6990 L _ _ _ _ I 84 Wharf Street, Salem, MA 01970 RIV - - - - - - - _ _ _ _ Date: May 26, 1999 LAND UNDER OCEAN PLDE #99-04 Scale: 1" = 20' Sheet 7 of 11 PATROWICZ _ "ARBELLA" �, LAND DEVELOPMENT ENGINEERING .4 j 60 Washington Street, Salem, MA 01970 (978)745-2288 ' NOTES +1 U 7 f `\ SLLOWS PARK Nzz 1. EACH LARGE ARROW REPRESENTS A CONFLICT } \` GRAPHIC SCALE 41 POINT (INTERSECTION) FOR VEHICULAR TRAFFIC. 20 so PRESENTLY, THERE ARE SIX INTERSECTIONS ON 0 10 CONGRESS STREET AND DERBY STREET. \ c`3' �4p IN FEET` ( ) LEGEND 1 inch = 20 ft } a�4 mater � Sl Island S t' sr'alp �. }0 `. ♦ — �i � ♦ � pG z New England Power Co. CONFLICT POINTS ' - V o to f S (INTERSECTIONS) qR/ABLE wloT es x Z T r EssE y /O WITH DERBY AND CURB CUTI. ,z" H) CONGRESS STREETS I E4 E" s iA S P�4- � N cuR6 CUT ' Uj S ITE Derby Salem 2 ~ O co LEANITT ST. Wharf I 10"TREE ,� ; Harbor GRAPHIC CURB R Z SCALE �:-,-. � � > / 0 2000 >- Es LOCUS Q *^ h SCALE: 1"=2000' INTERNAL VEHICULARa 3 �<: TRAFFIC PATTERNS I 12 3 EASTERN w "HAWTHORNE" I INSIDE PICKERING '. BANK Z ; _> WHARF DEVELOPMENT Y.. URB CUT Q Z Q --� ONE WAY "CHOWDER O VEHICULAR TRAFFIC FLOW 6"P%; HOUSE" O "PICKERING" 12"LINDEN ffI • I I ' 6"CEDA° I TALL T "RUSSIAN !)LINDENCEDAR"LINDEN TREES TALL Q CEDAR AID TREES SOCIETY" I O Z o "DERBY" 3 " 1 CL al b _. W Q Ofi Yc - O4 _U 1 12-LINDEN I x o m N o 12"CAK l a i "T OOK v y CRE CENT" m i I I "WHERRY Q ROW" H � ; I 10"TREE 10-TRIEE .0---.E — — L W11-J,W - O s CU CUT I 8"TPE E 6"TREE t 6"MAPLE (--TWO WAY----) CF k;4, 3"MAPLE A I (---TWO WAY—) -� 'r igs SC Tr IAN Gw 2"LINDEN I SPEED /o PAT OWiCZ � v L BUMP :a s 7j No. 3655 Fpf TIVE 14" A E ; 8"MAPLE c' 8"MAPLE 3 6Ff AL E 14"OAK RHODODENDRON 8"MAPLE Y� SHRUB HEDGE ° cu -cu HODODENDRON SITE PLAN 0 E1 _ 14"MAPL HEDGE �._TW O WAY —�— ,'/`q41•^�~- EXISTING TRAFFIC PATTERNS I �� — CEDAR 0•MAPLE • _ � fora portion of PINE T "ARBELLA" _ • Q Pickering ar I RHODODENDRON Q Derby Street SHHEDGE EDGE of # 223- 231 S Q and SEAWALL ,---WOODEN —WOODEN DOCK---- MARINA (--TWO WAY----) �j # 23 Congress Street BUILDING Salem, Massachusetts h--Y Q 3 I "PRIVATEER" oN _ _ a Prepared for: Pickering Wharf Realty Trust (978) 740-6990 V I TWO 6"PINES 84 Wharf Street, Salem, MA 01970 RI I +2-L'NDEN Date: May 26, 1999 PLDE #99-04 Scale: 1" = 20' Sheet 8 of 11 I O ARBELLA �� PATROWICZ " " _ LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem, MA 01970 L (978)745-2288 TBM #3 'ico 7 NOTES AR M KS 997 \ Q 10.w ` � PARK 1. TOPOGRAPHY AND EXISTING CONDITIONS PER `�\ 0.r ' „A� AIL ? C 576♦j6,s8'e TBM #10 ` y ACTUAL FIELD SURVEY PERFORMED BY PATROWICZ \ � BOXES BRICK a` CRETE-OEWgLk j9j�7• A l s- 9.90 CONCRETE 9.65 avo oez ` - LAND DEVELOPMENT ENGINEERING, MAY 1996. \ 0.9' _. 4 VV 9.9711.67 (,. ( 9.68 j � ,o. 02. BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN 2�. BRICK ., 10.58 \ _ - - - NO �z. GOON THIS PLAN) USCS&GS STANDARD TIDAL - - - - 0.99RAMP♦ , 3 � CON A 10.65 1 e E � -- � No BENCHMARK DISK SET VERTICALLY IN WALL OF THE 90,pg. C F r ^„ \ D]HRAMPIsland SOUTHEAST CORNER OF THE U.S. CUSTOM HOUSE ON 90 __:•Cc Box 12-Ij /��V •1j1 -4- 11; '„DERBY STREET, ELEVATION 13.69 (NGVD). C % r1fS•ALOEl SIGN \o.J,� dlo.et \ / ON > ESSE TEMPORARY BENCHMARKS SHOWN ON THIS PUN AS � -�� J' z FOLLOWS (BASED ON NGVD): t„.. • ^�-' F Ia.+ SC 111.79 / X 7�TBM#1: ELEVATION 11.99 DRILL HOLE IN CURBSTONE TBM#2: ELEVATION 9.95 PK NAIL IN PAVEMENT / - - - -11 - - - -- - - _ °�RHfq S76«j3,3 f BRICK lobs ,0.75 TBM#3: ELEVATION 9,08 PK NAIL IN PAVEMENT / "* SIGN 0 I 3E - - - _ 1090 '060 \ _ _ ,�, - �� ♦,1.73 � 1,06i ST.. �, A :. �! i SC,. - ` 10.94 \ - 017,0E &n -1 / 0 TBM#4: ELEVATION 10.96 PK NAIL IN PAVEMENT v.e 9.9] Ox _,;� - 1 j X10"TRE ,a79 \ ♦„.n to lJ TBM#6: ELEVATION 9.65 RR SPIKE IN PAVEMENT "'2 ' ��� 'a" z _ 100 / A , 1 _ 11.0. rITBM #4 W SITE �' P 113M#10: ELEVATION 12.41 DRILL HOLE IN CURB AREA PARKING / .,, M" 5+-_r to." - ♦ Ni x � ., 11.x5 -ur\ � 3. PROPERTY LINE PER NORTH SHORE SURVEY Y M�-,�.• ..... .,,;.-<... .,, .h . � �,� � � ' .'�s�.�•�7-; .•t*y: ♦-,,� .i � _ - _ .,,, �i •,' r « o a^c: s.' 7 y AVIT7 ST. Wharf / 0..`.11 r' }''ti 4 �,' y.fk ,. 'X". 10.97 �- Derby Salem CORPORATION. ` ` � a ' - Cevcpr 1111 BRICK ,.06 1.,s` 5. ' �^, >�'= w, RI K N76 20 5 E LE / rF v. s�7 v TMHCti ti = m / .�. RAISED O 0 W I ` t.ec. Z ,. y,`�G� TE S7d•j3. J - - - 1.58' STREET LIGHT,,.s �. Harbor GRAPHIC 4 THE LOCATIONS OF EXISTING UNDERGROUND ., c, 'E - .'~* krF #' .y « mss. .. .: k 'e� ,, . 'Sh.%,f`�i:t1"`2,1N'0.1'IC '.'m i"' 33 C BRICK X11 1t.7� '.n ,.s0. �x.oe WF 4 T 3 ('7 i r r 1 +c a" T I r A. r s �S "<'2 Y a xti.,F ,y. r , ;c _ 9�4'r.,2. 1.16 ONG?ET .+zu SCALE UTILITY LINE SHOWN ON THIS PLAN ARE APPROXIMATE o I '„ B coNc.� ,: �; c, ' _ ."? I 14 E / J *T 1!1 0� ASTE rj` DC,,Ir-L'P CURBING OUTDOOR 2 W ro AND WERE BASED ON THE BEST AVAILABLE `E R - r'`:: f; m 5 ''= SEATING o `= e •°' '09 07 ?o �2 �► I GA•1 .�. ORNE- ..• SE G W� W 5 .,,.°7 4,,0., ripE� '' LOCUS AWTH 4 INFORMATION AT THE TIME OF PREPARATION OF THIS -! ' .-,� ., �'- �; t �Iv A;,f W r,? / 209, S7 2, p0^S' L / N 3. 0 2000 ;: A ..-r- PLAN. THE CONTRACTOR SHALL VERIFY ALL .10.,9 0 '{4,e� I « �� � 4 *t: ASPHALT 5 j�33• °'� I' SCALE: j r, A EXISTING UTILITY w t v 993 ., ;tFr h: •' .t6 :. E' LOCATIONS AND ELEVATIONS OF ALL S G U L Z I t ,�, .: tt` : PAVEMENT / 0.6,` 3924, o.E 0.I?Ai K tmltZ = LINES PRIOR TO ANY EXCAVATION WORK. p Q o 1=� t*• .'� �t 9 4S ONCRE7E / ro 10.20. `.A, 10.55 1•.7J �t87 6 Ol'W:;v ♦ .., ...•,, ;.._ A V ANS 119- ' 10.13 � /,YF•s 1, '-.-$ ,., ... X a ��' � ADJUSTMENTS IN THE SITE PLAN (IF REQUIRED) SHALL I f�9 „ . 1 r, ;" _ � � <" ^ti, p� 10 "n v BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. V / . 'p 'r °�� qC ` ,�'•v ?cr �i` v 10.85 °3 .",z^ -Y, nal lta '• 10. 16 IL50 PLDE ASSUMES NO RESPONSIBILITY FOR ANY BROKEN J � / 5 a •,�-kw, UNI , •-;-` 9 '9 ,• (OR DAMAGED) UTILITY LINE DURING SITE EXCAVATION v A'r­A• % �� 2 AND/OR ANY CONSTRUCTION WORK. a z r,. 4 C. a,� : < &" .. �_ _ 11.16 11.28 BRI 11.31 CK losz 1,.,, •�• , � �,� � I 5. THE WETLANDS DISTRICT LINE CORRESPONDS TO / rwuu 10.59 "'] N C O■� N,zN 121 4 ELEVATION 4.44 (NGVD-MSL DATUM). THE FLOOD / - -3' o]. "_ "x' ;�{ HAUS' 1Q16 T 2.96 , 6•P.a HAZARD DISTRICT UNE CORRESPONDS TO ELEVATION 013 / T. CONC. 07 v.6e o. 1005 10.38 �URBING 10.0 (NGVD-MSL DATUM). THESE ELEVATIONS ARE 0.47 - :`x• S86'1T49'E °'�`E K ;` n� 10.7 '+ v 10.38' SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE " ' " SECTION 7-16. THE 100-YEAR FLOOD ELEVATION IS w.] r ,03'� _ - 1 .X 'T - t0.67 0.6J - 22.0 .. -. _.. ..,,..' "` ti.• -,• I', - • '. 1 .; ». « .f' I ♦10-34 ...`,' �� tea: I 4�" -� � C 10.ox SHOWN ON FEMA MAP 0250102-00018 DATED AUGUST 12"uNDEN �• ��T,> .�..•� r II � � � �F f`�, 5, 1985 AS ELEVATION 10.0 (ZONE A-2) ADJACENT TO ,► ; VGC o ,+5 THE SUBJECT SITE. 1 e, n. « r t . .�� It 'IRON n lit ` 0.w -t - 'Q` - - `�r i0.. -. - ♦ V rt.Y. t Bpr'ti 10.33 10 LPp.4t II/ S71 RAISED CONCRETE 1 /aft ' - r' - k `• .., 10.064 9.65 ,O.xv 10.11 10.42 .Y �1XTL - 11.11 10.0.0. 0.99 PAD 20"HIGH GONCpETI: • ,n• ' +� -ss- _ IGN 11.38 6"CEDAP o.0 z'c ,0.,9 9.W US •.,'. 0..e ,�. Tal .a ,_<*d- t.•"�. ; . 'L&;..i.."3#' 2 •-.rr 11.11 �� dA'. �. 10.10. m I ��a�-. � ♦r+.` '• \ � r� �1"i. S�.'.' -r'�*.T�.'�-." " 1 l L o.zz / CEL . Russ c�4 CEDAR 9.ev � . >. =''-i.'�79"7►"7L .9 , d. t0"UND N 'a•-;;•'- � -� � � � TRE• 1 �.. , � _ LL > �z�t eJ' r � i \ TREES i + . m -S .. u 0.09 16 •s �� , - I v 5{♦ryj'+a� 1s `a as ay LP fad P .�� •'°9 r• 10.14 � 9.0.1 9.94 IA / t 1 T :» to SCtea? ,.61 y ✓' N C AS METERS rY. - LP 10.93 .f` . +�i N137'..irZ'1 ., •07'0 • ` x.ee 9.50 9� 11.51 0.69 SIGN ,onc c�6.4j' to.0z y RAMP j y 1e to.7, AC'uNIT 32 00' Co 000 3 C�9 w90 \ > a os7 56 3¢ i. BOLLARD P .7 WEit�t$ SHtGH WROUGHT: "'•' { 9.84 � e.as �p CONCRETE / VGC 4aPI`MRoIfRaT �+IR� GATE BUM m9.66 9. S,.Je .� /0.66 �' I IRON G±�T ' ayiA. �I>,t HIGHC•e,�sRt''TA( 10.06 ,065 • yr ♦9.44 12"WIDE "'<3 fa § •3!.`� 0.93 - ,.19 'a I 10 7s ,. 1 "� .c. r ' HC VCC loa9 Y I . IGN �l0 9 .. \ - , _ z 1 11.54 y <.6. ..N a kr. .'L4. i:-_•ti .r,..Y. 4i:1• - ti. - -.; ♦.t • vrE ,4,•", i --' ' S 1.0 BENCH F,I i :C� yam- r ,1,*.s ,.•"0.5. �' A i _ .�. i a� �� r {: � e �---*w " : +`��t'''.•,- 12"LINDEN ,.5. SIGN .ffr '': M Y ray ;y, " "A^ g~`+�'1:trt kVl .-.• LP 3 , Z -- �•� ,^,. v.as 0.e} tau 11.31 s J :,;.� '' - rt 3 CONCRETE v1r� .,' \ •,.11.11' ,,. 11,.3 ^ 11.17 �. o.. '" .... - Z r a tt N 11.37 � x. 11.eJ 11" 1 Z � -;• 5�., h .: 9.0. 9.1, +� '• �..'' _ •i'e.'k='s^ RAMP { BRICK �,., Y ••t ,1 Q .Z' ' v,o.e` ,,.n W 1 GRASS ,o.xel Ar AC M+^`c '(N �^ 11.02 1','CAI( +AM 0.36 .0.41 1 .3 �- g:RU v (7 , y4 �• ?P'CK ARCH D P % 033 v Y m m 110.0 t.✓ - :,� _ .r4 -. OO ^..x. , :`;fs`". S'p GTURE E .1,.03 9.83 :?k831C' ,' ,. p o.es a al 7 �` *r a - CR USHEC a v: - . . Ig ^ems` - �'• 41x7:• '.: - .'t' 4.�,.:.:• ST(ONE '` 7. a'`•• 9.35 - >• 4 d � .-. ,111 . 8298 .'_�.,-'X •`,v`' 'im '.i..t. BRICK PL�.ANTEAS .11.13 BENCH L." '+k ti'• �. .COON z m N 11.79 .. 11.+2 10.85 .. _ fit.' ». V _ PLANTER a,n az9 ` TA,ryT 11.7, '�-•� < BIKE 11.62 QT G 9 ID EMH RACK 1,.76 �a�u} 10.7 •"''� 1 . CRES.CENT, «.: Y ERY Q�' t 1 11.49 ,0.97 - .S f, ,[. V 11.63 / 'o C ` 12.80 1138 1137 11.34 0.60 O t 49 I � SIGN 1 GRANITE BLOCK PAVER'68S "� O 1ST -11- It.35 1100. Y C V `t. ,�„y •..' � ,0.} 9.35 9.23 m Oi :f- "f' C 11.6 MA_t GRA455 11.61 11-� �„y MAST �•' \ 11.63 1.31/ ,.02 \ GRASS m N9 - j. LL,y. ,•� p 11.47 n.lo MAST - 'dPSi\- / \ - - 03 \ n.0 \ 11.70 ••y ® 0.� 9, MAST a t 2 9.32 711 ✓ < 10"TREE \ 11.30 ,,.0.e \SIGN �yc « z+ .� x► r chi c3Ci 10.0. 101 G3,0 59 10"TR2EE 10�TREE 11.7° 11.74 PLANTER i -�� +7 Q / = N87 32 20'W 268 +e• 9.79. 10.06 SIGN at a3e n a TREE AREA '9; 932 �� 1.. • . 9 m (NO TPEE) PLANTER 9. EMH 1120 END OF 12 ,'2° 40,00• 9.87 GRANITE 11.11 t•.e7 \ --•,,.,z MADE YGC _ ,O.Si +au 932 9. 11.29 11.67 / VI BENCH 10.22 ' ',q BLOCK PAVERS °_o. RICK 10.79 10.5) U. t- e � i Z B r ,0. +::.R2` b.t2 11.36 R 9 /Man // mW Ro.2z en \ / 10.10 ! it 01 10.29 A 10.7] \ / � 1a6PLAN1 1 '023 OPLANTER 10.92 O.ez 72 ase 8 TRE ,0.it `9.43 9� 1.73 11. "*rte •� \ 9 57 8 ,\ e.9s 9P'LA TEAS �' BENCH ma:. 10.70. ,os. ,0.r ,� ` w. • 4 � i II�I I 9.03 9.00 eel &96 to 77 LP (_� O CONC. 0.3, 10.81 6'TREE 9.92 09. o.e7 ♦ BRICK 6-MAPLE o:ol 9.93 TBr�� 1 ♦J 9A . - ,e• IP obs PLANTER R }}'/y-I \ 9.6 0.36 10.59 Q // ♦ •10.91 / \ ( 10.r' 10.77 10.70 10.63 01237 10.04 ,`2 993 10.07 0.G \ • \ Y ,0.22 10.39 9.60 BRICK 10.24 +0.24 V 1158 \ O GG 10.09 9.57• 9.90. •10.3. 9 JJ STEPS BIKE 9.e3 11.38 ` p •979 \ J m 3 RACKS 11.70 !' •9.16 9.00 I _ W N 9.]t 9.97 ns5"R'75 BOLLARD 9 z o SPEED.10.25 °�3-MAPLE n.0 \ 10.10 ,.7 so 11.78 ^,x07 "S2 ` \ ctu / BUMP 10.27 R 1',.77 „60 C7 ,� -9.73 AG e.ve o.7 1�' al+ TBM #6 11.71 \ O ' a•' 10.22 9sI 9.48 9.96 S'- .11.71 11.52 ` \"•116- 2"LINDE I� "o. 1 r �i1.0 i �`N Tc rAfs7 11.79 C �� �_ 10.57 \ \ 479 e, 505' /• 10.6! 70.20 V� , 29.79 M�- .94 lV PLANTER 1 10.0. IGN SIGN 1o.o7 it 4a 1.90. MH .11.88 1 9.ee a. a" APL x'0.72 GRA 8S 6� ♦o-0.e 8"MAPLE a .93 SIGN ton 11.95 e.9. s, v lo.7s .011 9.83 G HC BRICK ,,.32 LOW HEDGE i• CO IAN s •t1,r! PLANTER 1 z o'e• PSS MAIL o.6O v.ea 8"MAPLE LL g ,.. 12. �� © BRICK BRICK 10.79 ,0.76 BOXES 9.9. 1 lz -. STEPS 029 o.n 0.63 7O „s7 1150. " CI W'CZ 11.84 / „ r BOLLARD 9.5. SHRUB HEDGE .a ". 1 ms, 9.80 101A 11.50 11.55 .3 656 1 "OAI; 962 RHODODENDRON "` f ala 8"MAPLE O 9'58 0187 11.50 11.88 LP 1(155 a.eo •to. RICK 4 �-GRANITE BLOCK 50 .,,.r .11.89 9y ,2- "vLA:. 51L1�r1 o.e4 698 of aa7 968 3 \ 9 LPTP `a/ RAISED PLANTER .12.04 ` 12,01 7'6 12 20 ro.1e 9.as 90.2 9.5 • •, .•, 1' N v w 9.0.:: ,�' ^ \9.0.0 9.90 10.74 2 M t.Se 1.51 90LLAR0 0.67 °0e HODODENDRCti oo F�QT Tam o q t.- _ 11.0.7 CONCRETE 1z.z3 HEDGE A0.1 411.N RAMP ♦ +.va-I 2.07 IO.aO �� 23ep'3♦`, 9��. ' 9. 14 4APLE 1009 (Yj �10.8a 9.6J 9.0.0 10.19 ' I 47 AG 3 I 169.38' -��- 0.]e 1110 11.55 ♦"'9° I DUMPSTER GRASS ��� to D m 0"MAPLE y m I C4LARD CONCF T �7 N 1' '48'E > • `� 1I.JS TBM #2 t°-°} '0.23 1°23 SITE PLAN ' 11. •,o K 10.05 10 M: 4' m R S 11.0.9 ,L29 � •- 11.79 11.91'213 '2.i'\, 2 a •,216 STE +0.30 �v .1208 BOLLARD CONCRETE IZJ ,o.m 's.v `9.97 LP ,0.,e ton INE a .9.67 � BLe' 'i s. ,1�4 ^ 110. Jss � SIGNe •'z STEP zze j 11.0.1 '6 `� ,21811.36 11.54 1177 1210211 ,� ks. V+34 '. 9.69 9.77 9.aa 10.35 . ,, 10.55 10.13 •,,.•7F., ti.'- EXISTING` C 1747 1210 1x..791 : 10.1 HIGH 9.68 L •('(� •'}, 10.37 9.0.5 w 6.87 J 1165 S. F.'. for C] portion Of 10.30.. 'Y 1,.50. Mn 170.3 10.31 70.45 ' 10.5 5 r RAISED 9.87 . Q 1 .0 ^' •. ♦ 'd w : 11' I GRANITE 12"HIGH (GRANITE r • ost Pickering 12314 9.aLOCK FLOOD HAZARD BLOCK RIETAINING WALL 9.63 RHODODENDRONss10.75 Q'07 SHRUB HEDGE ' e. +taPAD 3c n 6v .12.26 ., . '` 4 , 7 DISTRICT LINE W J lu R ,0.2° t < N m w_47 Z SEAWALL 11.75 1243 ,, '�. -� A ��'�� (E .0) ° 3 `^ / LP� LEVATION 10 �° 1283 G* 7r'4 111.68 �-WOODEN DOCK------ � r. INA�� � / .,0.,a �- • o ONE PARKING SPACE N m 0.19 10.2.72 .,2.x ,� J o 0.22 11� 223- 231 DerbyStreet 11.91 1260 ♦ i/V iii✓li• a Q ,Z' Q „45x V �. ^- DELIVERY tons v ,0103 laoa W 2 w a�I t 0.,s•. RAMP 10.42 O Lr 10.3 Q 11.60 m and U 3 O 0 or 9.23 10.43 ,0.49.9 '10.'78 '0.14 10.06 10.11 10.49 a 9.86 '�11.62 . V 0 .126, 1210. V ED H O2 MW 9.31 9.29 CONCRETE 9.9. 10.17 TWO r3-PINES 10.89 10.61 0.� 10 Con ress Street 1277 1 _ 6 a4o SLAB 9.23 a.0 .04BRICK 11.06 ♦10.77 - 9. # 23 .1F; 9.37 9.+6 9.12 / \ 10.7x �2"LINO 11.20. RIV ONCRETE 92 0.39 9isa Sc -' ".04 P ' c° LAND UNDER OCEA �'• . � PARE OF e.'s 914 �.a � L +129 4 �,y* ,_z0. BRICK S� • ►� v "''s Salem, M Iz.zv ,293 / 2 e° M `� Pr Pickering -6990 ��`�- •+ ° � � # Wharf Realty Trust 978 740 •u.es u.m '' � i" ,. gas WALK e. � .: N 0.30 t CONCRETE •1 •' • ' L 33 9.3570 BOATS = 704 BENC 4• - ` ''* lo.3a Prepared for: PIC ring }r GUARDRAIL �- Sao • 1 y �' - • r' �tr ` 1075 °�' ` 84 Wharf Street, Salem, MA 01970 POST 130 $8J9 L00'E CONCRETE WALK o 2° v.z9 ale 9.24 m 7.1 `6.92 7 t i BL1t a.9.A f �^r't; 9 LP" AC Y 1150 IJ.1S / � 9 gat v..S .� ♦1111 9.b 9.34 3 CONCRETE .� .•. I (1,7 Date: May 26, 1999 WALK 9.0.0 9079,13 - •. ti 4_ _ 21 0.73 4.CF 1x7 ' " PLDE #99-04 Scale: 1" = 20' Sheet 9 of 11 GRAPHIC SCALE GUARDRAIL METAL 20 0 10 20 40 80 9U7L0"4G EDGE �- �T€_ PAVERS�"r` GR HIGH wj 9 08`M m-I P AT R 0 W I C Z �•- l l.b t1p ON TOA OF 2I p4 "� LAND DEVELOPMENT ENGINEERING 10 rPANITE BLOCK ° 11.32 RIVER- ""y SEAWALL IN T 1`4`• 9sz S n..e 6"MAPLE .T, .f E 1 L1[ll D s:.. ,.67 10.0.] 10.06 CONCRETE HEADER ^'SpEpAIR LAND UNDER OCEAN I 9. 11.49 RAISED p° It.5< 10. "°z '� a-MAPLE".50. 60 Washington Street Salem MA 01970 CQ ON TOP OF THE TOP OF THE COASTAL BANK DISTRICT LI i�E CONCRETE 60. \ w A W W 9.,8 . ,,..5 6"MaPL , IN FEET GRANITE BLOCK IS THE EXISTING SEAWALL � PAD Ac 70 '➢ � z S° ( ) RICK �o- - (978)745-2288 SEAWALL B x 1i 11.39\" 1 inch = 20 r� � (ELEVATION 4.44) CON RETE 95. 62 I •9.'C +'+e ,OOa UNITS 10.74 z-4 939 RETAINING i N,*1 O.z '0.3 o.a3 I � i i I Y NOTES TB C8 RIM_aBo � OWS vt 1. TOPOGRAPHY AND EXISTING CONDITIONS PER �O * u 1 y• 2 ACTUAL FIELD SURVEY PERFORMED BY PATROWICZ se ACTUAL �1 CON-De TB M #10 4� G� LAND DEVELOPMENT ENGINEERING, MAY 1996. LP BOXES BRICK J 4 SMH RIM-10-58E�S1°EW R CONCgE� INVin A -q ALK 2. BENCHMARK FOR VERTICAL CONTROL (NOT SHOWN INVn�6�?? S77 E(6 <F1@q INVout=? ON THIS PLAN) USCS&GS STANDARD TIDAL ; TRAFFIC LIGHT E) eRtCK T 4"� BENCHMARK DISK SET VERTICALLY IN WALL OF THE W PULL Box B O BOXER LIGHT � ONCRE� `�C 1 SOUTHEAST CORNER OF THE U.S. CUSTOM HOUSE ON NO c F� Tltinter DERBY STREET, ELEVATION 13.69 (NGVO). T E CONCgE 1p•W MAIN __ CB® RAMP NO SGC ST } Island RAMP Zt' sr FIRE BOX E(S'EC. SINK UN PEOiSTAL 12^UNpE C0) E 48" � • TEMPORARY BENCHMARKS SHOWN ON THIS PUN AS w WG y=D �\OG� ' NPo..ereCo d \� y RIGHT FOLLOWS (BASED ON NGVD): we CINEF WA E(s_q Fl9RE) sicN H� q, J 3 C 6.w SAIH RIM-9.Ba ° w R w DMH Z�' iaf ESSE / TBM#1: ELEVATION 11.99 DRILL HOLE IN CURBSTONE "� INY,n A)_4.36 c!� q ah ip^ly RIM=11.79 ESSEX 7. Z TBM#2: ELEVATION 9.95 PK NAIL IN PAVEMENT -8"Pvc sc E E(S'EL. ,.�. Cp) SMH RIM=11 7 Q [� v'n�B)_<.00 It `¢ �;.,... GO fo INVin(A)=? RMA O TBM#3: ELEVATION 9,08 PK NAIL IN PAVEMENT `- INZJout- .9 ( Z NAI IN PAVEMENT � E(5_q INVin B)-. TBM#4: ELEVATION 10.96 PK L °SRcnNJE ° BRE) BRICK E H 10"wE(SEG C O MAJN •y; TRUNK UNE INVout-? v�ER UNE a K (n S + /�0 TBM 6: ELEVATION 9.65 RR SPIKE IN PAVEMENT TBM#10: ELEVATION 12.41 DRILL HOLE IN CURB 0 0) 4s•-y 5£ W �, P CRASS E}r � 10"TRE �f r. W .-- SUR@ TB MI 4 8 M I �. tY PARKING a 74 gq. CU r SURVEY ` � ITE 3. PROPERTY LINE PER NORTH SHORE w \s AREA T.. � � GG 1 4'G T Derby CORPORATION. z r ' ' 4y 4. .4 BIT. CONC. o'w WATER /Salem Y � r i, LEA ST-SMH RIM=11.07 Wharf U -1 CURBING + ti CON EOX (AB NDONED) WATER BOX 3�� 2ti ,;~ o ''., CRErE BRICK w W A Harbor GRAPHIC 4. THE LOCATIONS OF EXISTING UNDERGROUND m } , 1. N 10" £ r,,:. RAISED `mss' < n�HQ STREET LIGHT `` Z UTILITY LINE SHOWN ON THIS PLAN ARE APPROXIMATE 3 �,�' a corlcRErE' E(6' 'Fl@qE) E(SEL > o SCALE 2000 AND WERE BASED ON THE BEST AVAILABLE �. ,, Y W^ �' coN BRICK I CO)Ct0 W / INFORMATION AT THE TIME OF PREPARATION OF THIS »EASTER m " = = egrErE 3 EM E We C/'� I S �- 12"LOC S. DRIVE-UP s� s �*, ce w » rf OUTDOOR ?� LOIrUJ rt , m HAWTHORNS GAS ,R. SEATING o _ SCALE: 1 PLAN. THE CONTRACTOR SHALL VERIFY ALL 2 V 3 = � BANK z �>t a a*±t,>��� _ METER.: o W Q� ;� FlPE BOx OOO' OF ALL EXISTING UTILITY W c� =*- TELLER yr w ` - r < ' �, ¢ .,.;: oY r r N PEDISTAL LOCATIONS AND ELEVATIONS _ .BA ., MH� RK. Wa e w� iv Ts < m a Q Q m ASPHALT W WA R LINES PRIOR TO ANY EXCAVATIONWO ,� x: ,. �•��:- �� ...,`. •f�. CONCR a PAVEMENT v BOX BRICK .. ✓ E r:. ADJUSTMENTS IN THE SITE PLAN (IF REQUIRED) SHALL . :•�'„�: TE z N as BE THE RESPONSIBILITY OF THE SITE CONTRACTOR ` _ (� O H RIM 0.55 pL r .x LAN REFERENCES BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. �$ i.90 ,i CCy pF� O ABANDON D) 7p w -mac ANY BROKEN :> :: s u. '. a ; ,r o' x PLDE ASSUMES NO RESPONSIBILITY FOR B 0 3 . s _• " _ we vi� I. PLAN ENTITLED: "NEW ENGLAND POWER SERVICE COMPANY-115KV DUCT LINE AND CABLES- IN RING SITE EXCAVATIONA •: .: r^ AC UNI TS ,,, •r:, �; (OR DAMAGED) UTILITY LINE N1E : '1w(coM} o LOCATION PLAN" DATED FEBRUARY 1949, SCALE 1"=20', SHEET 3 OF 9. AND/OR ANY CONSTRUCTION WORK. " - Cr AMti 4Lr ,,,t, ^i:, 3 J V V \1Z�� :µ , o BRI 4i W m `WOODEN r - 2. PLAN ENTITLED: "SANITARY SEWER AND WATER DISTRIBUTION" PREPARED BY ADD, INC. AND 5. THE WETLANDS DISTRICT LINE CORRESPONDS TO E RAN cK tNFORMnrIo�4 .; ..} . C.A. CROWLEY ENGINEERING, INC., DATED NOVEMBER 17, 1977, SCALE 1" 40, SHEET 1 OF 2. ELEVATION 4.44 NGVD-MSL DATUM). THE FLOOD �t W SHED ( ) , CHOWDER GG HAZARD DISTRICT LINE CORRESPONDS TO ELEVATION E WG we " RAISED BRICi� �_::: 3. PLAN ENTITLED: "UTILITY PLAN (AS-BUILTS)" PREPARED BY HAYES ENGINEERING, INC., IN, • HOUSE , AIREA (DATED AUGUST 3, 1979, SCALE 1"=20', SHEET CD1 AND CD2 RECORDED AT THE REGISTRY OF 10.0 (NGVD-MSL DATUM). THESE ELEVATIONS ARE IT. CONC. DUMPSTEp 6 "O �7•a+' DEEDS PLAN BOOK 154, PLAN 75. SPECIFIED IN THE CITY OF SALEM ZONING ORDINANCE cuRBwc SECTION 7-16. THE 100-YEAR FLOOD ELEVATION IS e-To£E�I ,1 LP R1M_995 "r; SMH RIM=10.02 �� IKY A-4.75 v 3 (A8 NDONED) „ 4. PLAN ENTITLED: "PICKERING WHARF" PREPARED BY MASSACHUSETTS ELECTRIC COMPANY, SHOWN ON FEMA MAP #250102-00018 DATED AUGUST arvn 8 =4.75 PICKERING C =aso DATED APRIL, 1978, SCALE 1"=20', SHEET SM11. 5, 1985 AS ELEVATION 10.0 (ZONE A-2) ADJACENT TO 1 m THE SUBJECT SITE. 12"UN N W 2"W OE MNouIt D)=3.95 n E --- T+= N} LP SGC FON CATSWROUGHT 6'iaGH CHAIN c 5. NOTES REGARDING GAS LINES/AS-BUILT SKETCHES PREPARED BY D.BAETZEL (DEVCO AND ,''�. `R, t T< F hCE KUUM) wG 4, ca: D. JACOUES GASCO N.M 4 - , x u ; ( ), 23 695D DATED APRIL 26,1978 AND JULY 21, 1978, 7 SHEETS, ON OD '` t ; „ •, RI Lp =-" CONcFE;E RAMP' w � FILE WITH PLDE AND ROCKETT MANAGEMENT. tc •• TE �-RAISED CONCRETE -'RICK E L :r PAD 20"HIGH CONCRETE • O '� RETA11vING 6" DAc GG SIGN 'WALL +�M IRON G:,hRCI OF* p 3 r SMH RIM 10.081 m ALL1a TrT+o-.r. Fr-AY Oo _P�E INYmINVin�8 2.88 O EDAP RUSSM MAIL BO)X v; INVout=2.23 O CEDAP AID WG SMH RIM�10.10 W t0"UN N Y EES TALL W(D(OM) W w O OOM WYn=2.58 m `' SOCIETY" MlYout=2.50 W 3 LP t... 42;29' BRICK STEPS d IN n T TO FR'•N7 Oo SC AC GAS 4 D � pOOR ui} AC METERS r.a+ EMH O \ SIG PROPERTY LINE CONC. E 6"W �-E- *SAOt RIIf•tt LARD 9y G < ao( 1NY Ar5.3C 56.30' r a Yir Bj-�6� 12'M^n L GAS METERS 6'HtGN Wt? �G+TJ r K GG Sp 8 LAROi 9 CONCRETE to IN _529 VCC 1 1 '6R,3 IRON CA7-L BUMP a S� DOHA 12'WI E IRAs G UW ENHA w(FIRNSED W A;E CHAIN .. � ., i H. ,;,.,n ^+ww+u7 ,•#; .�.P .�`.ds,.,_ "* sz' SI G f � _ ^ ROC4 ;7 - yi to ' 6;1- ry • VGC rCON H 1 INDEN C ... , SIG I Mvw 7 37 - it < " yy(FIR£, 3 I 3 AD .. y , _ Nvoyt-R 97 ?Nva,t.7 C- LSA:NG CONCRETE ';wdPl^y>' s .` #r:• Z) 3 I Z < `J / ® 12"RCP APr• ` to RAMP .r Z a ..n = Z w O R I U W r Z t '" GRASS AC AC W ". BRICK Cr AD CPIUSHEO STRUCTUREBRICK Y x , 1 3 5.^7NE "TANCOOK n m m = f •= 5 , U_ y` AAN ERS o BENCH '� ' y PLAN TER PL AD CRESCENT } >< V B Q G� O Q EMH OCK Y SIGN C ASr '-__-GRANITEcr 60 ❑MAST MAST ..''?.K $� GRA15S GP A'S m .; .. _ W ap m AD a r G ". .O. O A$1 MAST �� Z- CB R1M_9.23 O v 10"TREE 10"TR2EE \SpIGN y\p .` t�lVout-5.98 V Y PLANTER i10�EE \ \ V f SIGN ))111 > W elf U r PLANTER 9 M WIDE OF L N DMH RIM=9 43 m \ 1N1fin-7.58 INVout.T_18 AC CB R3M 9 t2 8' 7�C x E BEN`. WG - AO n,. WVout-s.92 R z BRICK y ` O 2- w m PLANTER R 8 20' s 5 �� /� ..:: DwH BURIED / G LA TERO 0 BENCH 8"QE .O O 1NYn(A)-4,50 LP O 6 TPEE ''� CONC. ~' N N 4" C,VG nnllVou(tBC)-7.90 \ \ r ® a 6'MAvLE out(D-2.50 CB PoM=8.8 U� w _ D LP PLANTER TB M #1 2 \ INVn =7.67 E I O R .,(E=2.70, INVout-6.52 BRICK = M -ip' W AC TRANSFORMER \ BRICK STEPS : W p� INVin 00 BIKE YCC 6" SM RIM=9.95 -w ON MCK OAD RIM-11.40 I 2'G _ SPEED mN BIKE E RACKS 6,� DAm R1M_t0.tt e�G >.� R 6CLLARD 2 GI�� BUMP Qo INVout=5.95 rNV A_5.71 ;� 4 IN n_3.851NVin=8.25 w ZO INYn B�_6.61 . IN t-3.80 3' PLL INVOUt-8.10 2'G au _ 0 BUMP c- �tVout_5.66 6 �G �- _ 12"LINDE C8 RIM=8.79 12 RCP_2;�i 2 12 CP-�: ��---- R :y INVin-6.29 SIGN W AC ,,;, ANTER INVout=6.04 f\ 2'C SMH o \ 4 (APL v GRASS U SIGN 8^MAPLE �C � \ R # R �P�ZH OF r4Sp+ �` ANTER 1 w BRICK / N BRICK �9p$ MAIL 8" P LL LOW H GE ® /oa CyG BRICK \ STEPS 90xES ;� 1 "'OA RHODODENDRON < L v Ji? SCO IAN I BOLLAR & 2417 C 8'MAPLE I 3 W I ATR WICZ Lp SHRUB IEDCE ,. y j ` 110 ,u o.3 656 « 4', U PLANTER SIGN W R ) Ul t•..,a ? GRANITE BLOCK O E"' - nr'r' �.,,"" J^ yy �4 f RAISED PLANTER q �O WG T s, = s YD e F p 4 �i'JLLARD LP PROP HODODENDRCN Q y ERT O HEDGE WG , Y LINE 14 MAPL CB RIM-9.32 L7� sv Z ar :. IC a < LP INVin=6 62 3 TRANS INVout=6.32 m t j �r?.. 0 C. u DUMPSTER GRAS 2 ,' '_ u p'MAP M SER ' + CEDAR RIM-9.40 O I SITE P m 4YLLARD .^=T'r K TBM 2 LP Hvout=6.65 m CRASS �° 2 �•. OLLARD CONCRETE STE PINE a n n I �p � T STEP v _ L'LitBEt.r.A O . . W 3 cc, '` \\ \ �- s N �� W o EXISTING UTILITIES L �� - AD for a portion of 18" HIGH I 3 � m F C II RAISED EE GRANITE 12"HIGH GRANITE RHODODENDRON CRAMTE IN�c SMH FW-10. BLOCK FLOOD HAZARD BLOCK RETAINING WALL O Pickering ar PAD DISTRICT LINE I SHRUB HEDGE Y � �-� q,,, _ INYn A�3�3a' Y v .. INYufBt_1t� SEAWALL z 3 N m -� z 1Nv 500 �-WOODEN DOCK-� (ELEVATION 10.0) , Y �y�-,� - •� W o 1NY D &54. } U �' iNYEBa)L ° � � 3- 231 Derby Street # Y ONE PARKING SPACE m S `\ vl I GRAt1tTE 3L a n O \ N ' 2 RETAINING W a LT_� �� Y w J 3 I DELIVERY vS�, Z , and a v 3 w WG WG RAMP A m »,... 3 Z PRIVATE - , Ii X23 Congress Street 0 C y Z "PINES S TI o Mw CONCRETE TWO 6 a _ - I SLAB BRICK p \ `_ SE El ZD 'a ONCRETE AD 13.90 LINDQI J I w ¶ � Salem, Massachusetts RIV_v_1 n s~ s PART OF LL 4 . SC gRIGK Sip T8 20 WALKWAY '� `1 _ _ =r >:cam �^ "�""A-4,n Prepared for: Pickering Wharf RealtyTrust 978 740-6990 LAND UNDER OCEAN O � ' WALK ,o CONCRETE _� -• •... .`-- '.,,..-�, �; GATE EN , `.•'lAtAn�B P � \ r = BENCH INVi+(C 4.3?.. 4 W 7 - 0 � 8 Wharf Street, Salem MA 019 GUARDRAIL 1 •� TO BOAT$ c� A3 � I �J2' ;INVou ' POST CONCRETE WALK m AD .. C�] i NR ;*, L G Ac Date: May 26, 1999 - .s r y GRAPHIC SCALE _ . k GATE COWARK� W ;_ ' I �y G GAS MEiERs PLDE ##99-04 Scale: 1" = 20' Sheet 10 of 11 VIE20 0 10 20 40 so �- 0 SIZE CHANCES GUARDRAIL I - FROM;IZ7 TO 21 S9 - METAL 2 {THE LOCATION 4F fit' Y }-s S3 G ; PATROWICZ 9U_CwG EDGE PAVERS Rte_ E CHANCE t5 ! E '+ ', �1I) ny 'OP OF � S 24" HIGH ,y 20; UNKNOWN} "M 'bANITE BLOCK S I ; yy GG \ m_ .. LAND DEVELOPMENT ENGINEERING RIVER �, DISTRICT LINE 7� ',- se"MAPLE 60 Washington Street, Salem, MA 01970 RAISED UNI r 9 $EAWAIj• IN m :$':..� S 6"MAPLc IN r�>;'r ,2"R 6"MAPL (978)745-2288 $..� CONCRETE HEAL_ �. cv IR 1 inch = 20 fi~ ON TOP OF �- A LAND UNDER OCEAN TME TOP OF THE COASTAL BANK (Ej,EVATI0N .4��� \\ CONCRETE b� G 2"w GRANITE BLOCK IS THE EXISTING SEAWALL \ PAD (AC G �" 70 >v Z 4 SEAWALL CON RETE UNITS) x A D. I - _ I RK ABUTTERS . LOCUS IS MAP 34 LOTS 408, 445, 446 AND 447. THE FOLLOWING IS A UST OF DIRECT ABUTTERS OF LOCUS AS CERTIFlEO BY THE CI ".� �nt i5l \� 6438 ' ! //' UMAMUZIANU �!�. \ , AOF SALEM ASSESSOR'S 12/30/98. f/,/ \�/� '� \\ 6q Ik a �Ae LQI SUFFIX PROPERTY ADDRESS ASSESSED OWNER'S NAME MAILING ADDRESS QF FD BOOK-PAGE 34 408 801 94 WHARF STREET PICKERING WHARF REALTY TRUST 190 PLEASANT STREET, MARBLEHEAD 13598-532 - a� t 8!!00 //fJ L fJ' M i / i\�\ , ,\ 9 � c� 0,~1 HILARY J. ROCKETT, TR. 01945 6 t 3S0Q x \° $ ,)Il�° //// //// s i�� \`\,` `\�� h s . � , �,y3S •'' 2 m G +` 4 � t;, � ! �,+ / �• / /� ,r ,, \\ •.r b h •`r E�• Winter 34 421 15 FRONT STREET FRAN REALTY TRUST 15 FRONT STREET, SALEM 01970 12695-386 '� n / /� //,' �/� ! `\ \\ be�.0 • ;y} laland n t \ J 1 s Sl �f CAROL A. MERRY, TR. 9 bk `ar v ' `4f n� !j f/� /�� i / \ \ �\\ Y�• 9. 14%; T off' _ . flew England 34 445 235 DERBY STREET NAUMKEAG TRUST CO. 270 UNION STREET, LYNN 01901 6087-38 \$ # ..TOC. , 26Sg � -4 D ---f -- -✓{� ---/ 4 ��`_ -�--- -- ---1� !-- -- ` V� .�6 • ��r -9605 9 4 -? (_'"'y /.-..-7/ � b0 \ �N i ESSE ti t- C/O EASTERN BANKa 89 ;° • � 11 // // 47 !l t1 // //// / \�! T 34 446 801 7 PICKERING WAY PICKERING WHARF REALTY TRUST 190 PLEASANT STREET MARBLEHEAD 13598-5324 a s 802 3 PICKERING WAY HILARY J. ROCKETT, TR. 01945POST 803 221 DERBY STREET 5 \ e S 'C ,,�, i _ g p in Tto- U e6 ' '_ 0 804 225 DERBY STREET 1 i /' {� U A R E. \ 'S -' .�• ., < P 805 225 DERBY STREET s'� a N �y I N 0 Y {� ,2 � 5'. t d►' g h° �f"Zt h`. SIT 34 447 23 CONGRESS STREET i0-S ,p W A S r_� r-,-s 43 00 5� � ` Y�£�3 �o.• � 2� � �, Derby /Salem �! " a _ d25 t�P ` r >t + ' ° LEAVITT ST. Wharf 34 481 60 WHARF STREET ST.NICHOLAS RUSSIAN BENEFIT 60 WHARF STREET, SALEM 01970 2549-277 ' SBO 160 Q 83 e - R 'S� H tw.f SOCIETY INC. OF SALEM g Z ��E 4i2 416 Harbor 7 e, �' i„�• ° _„�f� c: 5� s GRAPHIC .\\Z ee 4l8 s �� 595 I / o SCALE 2000 34 436 25 PEABODY STREET MASSACHUSETTS ELECTRIC CO. 25 RESEARCH DRIVE, WESTBOROUGH 01582 23049-93r--- ^"""1 . ' ,- Lo_ �C 417 _ 4f 3s � . � C/o PROPERTY TAX DEPT. _.._ U s ter,,, �a 2 ' • '' 3 o LOCUS 1 �gS`� 'r dC r2'S t'T kt ''A '1 3 'per 3g�a S6t SCALE: 1"=2000' d ? -i + Y► o09 _ 1 4 N STREET SOUTH HARBOR HOLDINGS LLC P.O.BOX 677, SALEM 01970 14415 502 s L-� �� a� b+ � 1 , , 3 437 24 CONGRESS S EE rg �, '""'� 34 438 10 CONGRESS STREET CITY OF SALEM CITY HALL, SALEM 01970 12943-150 ,, 1. 1 \ \ e- i_ — h A U ,� . 010 'l se ss s�a-sie \�.,i -� 6918 ' - � \ ,,4�.••; � � � �.Ire erR � , t� t 0 1Z 6 r ....•th l " -.,.,,,,• •:7, fy:f !R •7 !`TdE �! *1 / +!J' , � � 1 L 34 448 47 CONGRESS STREET SHETLAND TRUST, ROBERT I. LAPPIN,TR. P_O.BOX 986, SALEM, MA 9224-370 "`a `'� , -� „-6 •,- r / �7yJ��yg� a ?' u afi -t; .i>'-^v G:: ? ,,,,k> ?' , Y t _ �. .0 1 I• £ �„L ..s„'�'t4 - IA. ''r: I ,.,. { . °«•.'� �� •S. °si:. ?F:.{ ;,.:• ..? ; a°+„•.. ,. t f ,,,`" ..I' -Z Y r. .&R:'�, `, 0000- -,t t «.a'" .t. t s t" i• w �' •' r1r� I, n' �r :ar" "`�' to !} \:!� { ,✓ ? 35 408 163-173 DERBY STREET UNITED STATES OF AMERICA MARITIME PARK 0000 j.i .- 92 Nt" w i \ ,y• {. �j0 ,� e`G`,LM t t of " - -�' ;+ Ii ? ii .. t� 0 ;� 4IOi 35 269 250 DERBY STREET LYDIA E. PINKHAM MEMORIAL 8011 SOUTH RANCO, SUITE E6 2542-498 . . 1 r 5 ¢ \ .. f' l s 3 A . . s+ ls ri a , s. t �3\.. •s 0 .� t , : KAF RY ARMSTRONG do CO. LAS VEGAS. NEV 89106-3812 �:�.t t'• : ,,� .--° "- ' ` C/0 OU f ^ 1 fir' 1 • ', } i, r I p @s S 7 r "H .i S ,i a� r •may ��c_:^` � `� 1;{ .s 0 11 et3` ; • t� �' ' �4 3 ►4 s4 i .ky g ,.ate s g ^/:I'! VV114,6<t) .^,s✓ a , -heP•°°` ." S'%#'f•rN'.. `' v ' '"1 t .. -� t 1 l !.• -'J i'}' Z2. � 35 273 28 HAWTHORNE BLVD. CITY OF SALEM-BARTRAM PARK CITY HALL, SALEM 01970 0000 0000 -' $. L 1 4 .•^'� ; /J "� i I F i---•,n."" �b.•i '.`�. ^ tf C� t• . ,� •3' .:i`.+o' !lR - '"l4ib,,e �d,'/'� -•./'. 'av' ,". �;� -» �E :. •r;_; tet. °.w3✓'N• fZ ,` i 1'_. - a \.� � Aj.• 01►rl�� 35 275 201 222 DERBY STREET MI-SKE REALTY AND INVESTMENT TRUST 1.2 SAVOY ROAD, SALEM 01970 11431-139 Le+ ' 'i� ZC '@y;', 54 �� ;"° &":. T� �j "AL�,CIi ,� •` ?r !/ DONALD J. AND MARY G. MICHAUD, TRS. k• _Jp' k ,,,.<.- ..y,N .c •+TP'6t.i i i :! _ .✓ •,,e t.. : •, l £. 'li„ � ",' A 9 ""T `;�.`!\ '.'.� «"•° S'+� ,4 .. "`".`e.°' `t: 'S.. ,: ? '„M"`.. '`• j..�..r .y _ -- E rr ./', `\ tC .'9 i. .['" ..;�,r y.� E lt, ,✓ qR. 3a \ i ,i•, \ '” i, t >;• .� r 4 ? 1. 1 { S. , l .,; i 'f TR. 55 LEE ST. MARBLEHEAD 01945 6434-326 f° e c ::.` `�� i t �a 35 276 214 DERBY STREET MAR-LYNN REALTY TRUST, DUDLEY G. WELCH, ,.«✓'`'°' ,""''.,.w\ lq '�«-�,.x`.' „''',p:^„'r" .:;� r 't .-e t /� ,.'�T;!`" '••+ „6+ 1 .tF- sa' �•4 w; , •� I ARCHBISHOP 13-17 HAWTHORNE BLVD., SALEM 01970 5831-21 .�.:,," `t, t ;. : 't f a:' x�-'' . Y ;; i �� 1 ? ? x'•.�. to 35 287 17 HAWTHORNE BLVD. ROMAN CATHOLIC C IMMACULATE CONCEPTION PARISH x ', ''t, ,�• ' i� ,. ... ..^'" $ ? _ f ,3 } I}1' •F a"'...w % \l of "'..w° j/ a.,.a .? , ;_ ,,,. `, i•,;� � d. ::✓'' gA' ,,, :... T BEVERLY 01915 13524-456 � -• �• ~` � � � �,. 4 � ,�,.--^`" �� 3�.:. �< ', + ;. \�r "' • . k .� � �: win yr �;Ct �` ,.� , `.�. ,� 7•.: � •tL ,,."*'; i C , A'� .a R�;7,,, `, 35 289 201 206 UNION STREET GARY H. PALARDY 85 HULL STREET, t # . t '�`, i ; A i 1IN: N. 9. ..! } •,,,,,, '-"• - � ....> 4^.:a •y ,, 1: $� .� " '��i .� T�� .� .Msa�' Fwd. !'/ ?'$_�.''�L. ?�c ..cx � } '" 'j 1 ,,,,,.- ''.:,,., °` ,,._^' ...•.`,.. .-•1- _ {' .__.,,..,q �'' t -t. t � :3 �.' „y� `'T; �•„'"� ZT`t� i_- .`` '? Y."'"✓ ss,. r. 1.'� „i'r� ,' E_?''@0 �: ! 3,.eo..t !.d, w!>i• Q4 ,`i ! '«,s::w .: �' snYf•`;y iSa+` *°� +,,.+..wax.''f./ ` � n 'ki"' .r•� LL .•• i: .e F .< , _ f ', 9ad" ,s1i �� ' +Is +[ ` r `` '` ° ; ' i .,,,'>�.s. .+ c,i .J. •., �l '^r-•'r''•� R. �°°� � . ,,,• tt'�'" � �g6°..� �°• "Ji '` •w, j !:+ ..• :\\\ -c+•`%. i°g��, ]�. A� «3 j;� •i ,S t i `' •��l•-•. `;_ �m��. � z,-.. ,,• �..�� i•;V,` A�f� J. ,•�•'� 1„ " 1t•rs, ��� � t' 'j I}` � t- -••_ 'D.,\, 66, i �!� 1\o �/ ,���.� ,•,,;i '`1 �.� � ;'�`�0 � 'x f ��� r' ►i I � �,` '..L:;�� ., •_.mac � 26 s 4 \,,, t ' .. 5.�.�{� ,�,i � `i; , f !,; ,�T�e� I `-p �, . " S-� •�� �v �1�tS *34 w ` 111Oro �•i \ t fi ,S tt Tt n, , • t. �1. $ 1 � � � !�� -Q 'aC� Jrl\� w �:^lT �',�'� if �'r \ ` �'" f •1ti's ���i ! r){7 C11 ! _ s• \� i (} ? h �S Q \ �` 15¢0 R S d'�� ��.? r�'rbrb c.. ,;1 u1 'ra - P+� • 9 N J \,S \` \ -ods 1 ,. \ �Z ° !• \ ' \ 408 680 1 2 T9>O >:a•5 — `',• , S��E 0.75.4 �0 � 50 R� LSM - I C;� fi'S9! �`� M1�e � :a: :• 1� 1�`� ��+ Z •� 3 s 267 \� --Z--3_ t•, zzs-zzz s tie 60 427AC 0 Z ' 260 Z ' C f v TOlO tt•, t� .1% �?' ''U� CHARTER STREET /� �- - - V G w � \ CEMETERYz Q � cn � 259 9l 43S 4 24017 GRAPHIC SCALE "Are'. 9 \ 1 goo o so 100 200 +ao } ,9449 �, 408 �\ j10 440 X33 23 c �� 5� 4.53 AC i3, I 1 ,� _ ( IAI FEET ) .r - 1 " — c r . 1 inch = 100 f1" 4.1 R;1 z0C ,,SAB 11St7 l '3 {' �G n sco IAN �� ':� ��J �, ATRO iCZ 1768 04 as oCivi ss IST SITE PLAN t - } r �� SALEM ASSESSORS MAP i a j for a portion of 434 4 43.6 '� • ::�..7 00� � f.��i iJ;a7 f i 1 � / ,<;y�•• z'ii •1 �.i fi a , ? .V �, i t 448 Pickeringar 448 # 223— 231 Derby Street ad . 415 and „���..)•^ i� `` `�''°� �"'�"w-�`�'^ C a. ' `�� �`k+"""^+.� :e'er� � 4 `, Street .311,29 Olt .�:. .. 3 g T It 759 is I II ;1 -.37 ,. .,.w Hr_N ....._.- .M.* . ,,.r ., -. .. _...___.w_ .. _,. . .,...,.. . •. .._ . M. , X23 Congress t "'Ct t� }• t t ; ?172 lot 5 Salem, Ma ssachuse s �+ , S ^Ex+ -�2• 6 - , T M-•= ~-4` R' 3 � 3 g ° > f' 448 Prepared for: Pickering Wharf Realty st t� 9 4 µh g,-_ ... _._ • _ t'"�1 k••,j 6"' 1 x � ,z Trust (978 740 6990 - [}} 84 Wharf Street, Salem, MA 01970 2� Y IS-36 t ? �`� ;�-•�j i 3�� �. � i € � � �r j � � ! �.� Date: May 26 1999 j rr 11C,. , fl: 9 4?4," n. 3 e 'P .I '" 1- 3? 'I } _ ,f !`1 I. ..✓ - _ ` 9 > . X.Ri` i.sw..,.,.,..—,....zs g °. — — I £ �, 3Ts � I---�i L ;� � 4560 ; �_._ _ - - w� _ w,_„-. -._�-.__M.. PLDE #99 04 Scale: 1 100 Sheet 11 of 11 .191 �r_.-.•,-°��� ��t i�7�f i � � -f"'1 ' `'�, � j•--•-- - PATROWICZ LAND DEVELOPMENT ENGINEERING 60 Washington Street, Salem, MA 01970 (978)745-2288 I ILLO IEA 1 ® ® LLD Lj I I la --_- -•_.•• _-_ •T..IM _ __E_u Lj - _ - - - � EBI 7H .... .-_..._ r _. - -. _ _ I • 1(�'I1I11{ ml 1. - WI!M[wl i _31 _ 1 _ -- 1911111111JIS11HUMMIM. p � L I '.ire ".a� p I�!i 4f,"iffl1i'll. � !iii; p � � ':.. ► � ` 'I 7i ! ' L' q _ _ � � l� _ ' F E — 1---- — -- — —— — ---- - — ll LU - 11 - �. LEGEND OF SYMBOLS WALL TYPE NUMBER SEE DWG. _ O DOOR NUMBER SEE DWG. 001 ROOM NUMBER SEE DWG. __ WINDOW TAG }1 SEE DWG. - - DETAIL OR WALL SECTION 208'-0' I NUMBER DWG. NUMBER WHERE DETAIL Ib @ 12'-8" a 202'-8" -- APPEARS BUILDING SECTION 25'-4" 25'-4" ?5'- a' 5 -<;" 25'-4" 25'-4" 25'-4" A DESIGNATION DWG. NUMBER WHERE - ---------- SECTION APPEARS - OA COLUMN LINE i I O C INTERIOR ELEVATION I INDICATOR AI - ELEVATION NUMBER C— .. DWG NUMBER WHERE jail D Q ELEVATION APPEARS I, y - e DETAIL NUMBER F_f iPL07EE L� 900 F AI LOUNGEr--- � ` DWG. NUMBER vJl-IERE aFI FCTRIGA _ I APPEARS MECHANICALtoll 6AQlnlE POO h i qi1 - 400 SF I 4 � I n LAUNDRY P�4L ELEVATOR " MECHANICAL MECH - 1� L - PANTRI" I f ,—_ -_ 2 530 5F I REN-16 ---- BUFFET AREA 5,540 5F , 4 r e �---- - - - PROGRESS: 5-19-99 -;- z - I REVISION DArE — m ® {' 6 "" - - - 91� �b➢:� 4ig $ QiYiYi=s9 x - i M I SCALE: AS NOTED DRAWN ffy rra - "'- - x GENERAL — _ I C]ANERALbAGER - MATE CHECKED BY JGG [1UP [131 UP STAIR #1 - STAIR ttl T _ _ t.�@]C BE�i. ABEA I B EAKFiAST A) i �; li Iii A i I OFFICE � \ 1 - - - -- - -- _-- - - - - -- -- - - -- — - _ _.. _ - - - - - - - M PROJECT IN BEST WESTERN I , I I I SALEM, MA ElR5 FLOOR PLAN I I � SCALE= I/8" - i'-0" — I I Job# 445 + J I V ITLE. � I I I FF1 T FLOOR PLAN ® Fill - - -- CROUP ONE INCORPORATED 32'-0" - 21 W. THRE) 8'TREEr, BOSTON, MA 02127 TEL (68)268-7000 FAX. (68)268-0209 DRAWING NO '14MIP: I_ — LEGEND OF ST B0L S WALL TYPE NUMBER 0— SEE DWG. O DOOR NUMBER SEE DWG. ROOM NUMBER 001 SEE DWG. F WINDOW TAG SEE DWG. DETAIL OR WALL SECTION NUMBER AI 2v8 - DWG. NUMBER WHERE DETAI. APPEARS 2031-4" -- ----- BUILDING SECTION p DE51GNATION 12'-b' 202'-8" I A I -- -- . _ DWG. NUMBER WHER .SECTION APPEARS 25'-4" 25'-4" 25'-4" 25'-4" 25'-4" A" i I _ --- ----- -- - O COLUMN LINE INTERIOR ELEVATION I A OR NDIC O o — — -- — - - - - - ELEVATION NUMBER DWG. NUMBER WHERE ELEVATION APPEARS - EcFRr_ISF DFT AI L NUMBER 1 Li BOARD -- DWG. NUMBER WHERE DETAI, TWO ROOP1 EXERCISE BOON H05PITALITY r•�0 PITALIIT APPEARS SII SEATS SUITE SUITE i 35 SEATS 35 SEATS a a� o i T MAID STORAGE/ ri ' SERV l� a i-- — _. VEbIDIN 11C,INFE,S i y �. � B I_ ►, - �� PANTRY Ll. i r s a a I it db Ll F-7 El FLL-1 1: o O � OI 8 STAIR tt1 STAIR st2 ❑ LL_ D D 1 � HDNUP C ._ •• �• _ t t _ — "+ fL J� DN T — ---- <�;( - , �.iDN SS: 5STO- N0. REVISION DATE SCALE: AS NOTED DRAWN BY mo *� I DATE CHECKED BY JGG MEETING MEETING RQQt'I st l RDOI`1 #2 -- a - OPEN TO LOBBY 30 SEAT5 30 SEATS o w �. -- TWO ROOM �"`'Y C1EEI111G j m SUITE RQOL1 it3 C 40 SEATS = i, I i IL I i a o o BALCONY BALCONY a BALCONY BALCONY o I i --- - PROJECT SECON FLOOR PLAN BEST WESTERN SCALE: 1/8" V-0" SALEM, MA Job# --- TITLE SECOND FLOOR PLAN GROUP ONE INCORPORATED 21 W. THM STFEET, BOSTON, MA 02127 TEL (6V)268-7000 FAX: (6M268-0209 DRAWING NO, LEGEND OF SYl\IBOLS WALL TYPE NUMBER 0- SEE DWG. - /� DOOR NUMBER L' SEE DWG ROOM NUMBER 001 SEE DWG. a WINDOW TAG SEE DWG. --- 2061-0" AIL OR WALL SECTION 1 NUMBER 2031-4" AI __ ---- -- ----------- - -- -— _--- - ---- - - ----- - - ---- - -- - --- - -- -- ------------ ----- ------- -- -- -- - - --- _.. - - --- DNG. NUMBER WH ERE DETAIL - APPEARS 16 0 12'-So - 202'-8' ------- --- ---- - -- — - -- — -- - --- ------- ----- - ---- - -- A -- --- BUILDING SECTION 4r 25'-4" 25'-4" 25'-4" 25'-4" 25'-4" 25'-40 25'-4" 25 4" 411 AI DESIGNATION - -- ---- ------ -- ------- ----- -------- -- -- ------- ------------- - - _._.. ._ DWG. NUMBER WHERE I SECTION APPEARS COLUMN LINE INTERIOR ELEVATION 1 I INDICATOR I i AI ELEVATION NUMBER DWG. NUMBER WHERE ELEVATION APPEARS TWO RLMI j WO ROOF 1 i DETAIL NUMBER _lZ SUITE AI M r� DWG. NUBER WHERE DETAIL APPEARS i I 11AID STORAC I VENDIN43 G --- --- - --=_ - -- �- t' ELL'. LL'LY. - j J=� - . ___ - -1 - - - - - - o q b U 'ri, P ❑ - - _ L l I� u �CJ UP DN C PROGRESSO 5-19-99 IF —.-- NC. REVISION DATE I - cl SCALE: AS NOTED DRAWN BY ma DATE CHECKED BY JGG THO ROOt 1 -NO BSM SUIT F SUITi E Oil } I j x - r n� PROJECT THIRD THROUGH FIFTH FLOOR PLAN cx=ALE 1/8" = I'--o'; BEST WESTERN SALEM. MA Job# TITLE THIRD THROUGH FIFTH —� FLOOR PLAN GROUP ONE INCORPORATED 21 W. TURD S T EET, BOSTON, MA 02127 TEL (6f7)268-7000 FAX-- (6T7)268-02N DRAWING N0. - TIT _ S1111p NEW PARKING GARAGE Q LU W ----- 2 CAR o DRIVE— AN THRU'T Z, / I CHOWDER GRAPHIC SCALE HOUSE /► /� zo 0 ,o zo 40 so A16 M6 PICKERING 3 AFEET t j ( IN 1 inch = 20 ft 1 ROOF _, VER- 0 r� ase HANG I , w � RUSSIAN AID0) , � SOCIETY , __j00 Q) �Q) 1 0 PROPOSED PARKING = 82 SPACES TANCOOK / 8'w � CRESCENT , ILTLERRY IDE SIDEWALK 1 II ROWCY) 01 Cn LLn ( LOW m EVERGREEN HEDGE Cid Od GRAPEVINE _ _ _ ALTERNATIVE ED ZD RESTAURANT I - - - - - ' F I - - -- - -- SITE PLAN 3 1 I I i for a portiion of IL LU i 1 � / ,/ Ca L CONFERENCE CEhTTER RBELL I ROTEPickering 1 I I % / C�lPhase 2 ( FUTURE ) , //, #223- 231 Derby Street I % / and I ; X23 Congress Street LL 3FUTUREI PRIVATEER Salem Massachusetts cr MARINA I ——j Prepared for: Pickering Wharf Realty Trust (978) 740-6990 L_ I / / 84 Wharf Street, Salem, MA 01970 RIV-L ----- - - - - - - - - -- -- -- -- ------ -� ,;,,;; LOW/ EVERG Date: June 23, 1999 w ` —_—— / o LAND UNDER OCEA / — — — —— ——— — — —— —— —— —— I / /// ///�' ' HEDGE PLDE #99-04 Scale: 1" = 20' Sheet 1 of 1 — PATR OWI C Z ARBELLA LAND DEVELOPMENT ENGIN EERING Ef) TR 60 Washington Street, Salem, MA 01970 0 (978)745-2288 a C r0 J O I �� /�� ,� PARKS / e o tGRAPHIC SCALE I _ � �, �� 20 � ;i .ate e• ((�� % o xo 4o eo o - � NEW PUBLIC Q IN FEET ) SIDEWALK , 1 inch = 20 ft, - Island �/ ���. s1yp l y EXISTING CONDITIONS �� NewEng]and L N O T PART OF Power Co. / o ^ a ESSEX 1 / ESSEx Z � p O PROJECT AREA ��- NORMA z no POST N • - m / !1 I� CC OFFICE N P V �! l� jr � Ln SITE i0 e. � 5 � I� �f Derby Salem m � o LEA�TT ST• wharf ! Harbor GRAPHIC � 4 171m Il _ W / SCALE > 0 2000 - � LOCUSU73, KM , I � I i+ SCALE: 1"=2000' I PROJECT AREA j "CHOW,DER %I 43, 472 ±j%/%�i; SF HOUSE" % I — �` .< � / -------- PICKERING BUILDING FOOTPRINTS JII LP.1 I / q i ( HOTEL AND BANK) BANK AREA= RUSSIAN AREAS 182460 ± SF AID Q 129416±SF r I i SOCIETY / Lj LANDSCAPING --- HOTEL RETAIL AND - 223-231 DERBY ST. !���/���� /��//����/�, # / Q) AREA BANK ! ; FOOTPRINT—_ 16, 198fSF CONGRESS ~+ 13) 898 ± SF STREET ---- 1 HOTEL 8c BANKAREA FOOTPRINT= / 2,262±SF TANcool� LOWER AREA — 511 :70± SF — — — CRESCENT NEW PUBLICIla ' WHERRY PARKING WITHIN ROW" SIDEWALK HOTEL AND BANK AREAS 282700 ± SF C) � ! jxED / a w wU) - --- -- ___- ARBELLA z SITE PLAN d - j.: � � �'� �r % �/ -- - PROPOSED HOTEL for a portion of CD LP P / e i EXISTING -- -- RENOVATED -- w ��,�� Picker F QNEW PUBLIC I-17 / �Y � i PARKING SEATING AREASIDEWALK # 223- 231 DerbY Street EXISTINGand z MARINA PRIVATEER„ # 23 Congress street BUILDING _ _ ►� a l Salem, Massachusetts w Y 1 Prepared for: Pickering Wharf Realty Trust (978) 740-6990 o ? ��//� % / 84 Wharf Street, Salem, MA 01970 ” Dot February 12000 � —0 Scale: 11, 2000 1 of 1PLDE 99SOUTH ARBELLA �. PATROWICZ RIVER CANTILEVERED WALKWAY , //// � ��///��// ilii ! LAND DEVELOPMENT ENGINEERING //��// /��////� riaiiaa�ai PURSUANT TO DEP W97- 8421 ��� 1 I - - ���' � 60 Washington Street, Salem, MA 01970 (978)745-2288 J i N'iLLOWS PARK \- GRAPHIC SCALE f 20 o to 20 40 80 IN FEET ) c l\\ �, a°�1 Winter I inch = 20 ft, vv ��_ ; \ ` � y S� yy� ' Island New England Power Co. , Of M Of A `` 0 > ESSE ;1 I z n >� NORMA Z 0 Eck Posy Z \" cl EXIS TING B NK 0 Ti W SITE � y 102,416_ S F \ \ \ \ y° 3 /, 1,: Derby Salem ♦ \ ♦ \ \ \ \ \ \ \ \ !�` o 'c LEA�TT S1. Wharf � Harbor m __ ' / Hbor GRAPHIC \ SCALE 2000 a LOCUS \ \ \ SCALE: —20 EASTERN BANK" \ \ EXISTING PARKING r „CHOWDER ,f HOUSE \ \ , r „PICKERING" \ \ \ ♦ \ \ \, \ \ ♦ \ ♦ \ \ \ \ \ \ � \ \ \ ♦ \ � \ \ ♦ \ \ \ \ \ \ \ ♦ \ \ \ \ ♦ � \ ♦ \ � TALL � » \ \ \ \ \ \ RUSSIAN \ \ \ �. � \ � � �. ♦ \ � `� \ \ \ \ \ � \ �. \ \ � \ \ \ \ \ � \ \ \ \ `\ \ \. :\ `� \ \ � \ \ \ � TREES TALL- ` ♦ \. \ ♦ \ \ \ \- \ \ \ '\ ♦ 1. \ \ '\ ♦ ♦: ♦ \ ;♦ ♦ ♦ ♦. ♦ \ \ ♦ �. \ ♦ \ .\ ♦ \. \ \ `\ `\ ♦. ♦ ♦ T 1 CEDAR AID \ \ \ \ \ ♦ \ \ '\ \ ♦ \ ♦ \ `\. \ '\ \ \ \ '\ \. \ \ ♦ \ \ \, \ \ \ \ ♦ \ \ \ \ \ TREES ,� I SOCIETY -. EXISTING PARKING ED PROJECT AREA 472± 5 a ' PORTION OF TANCOOK CRESCENT CRESCENT" TO BE DEMOLISHED I "WHERRY RO W" an I so don M EXISTING PARKING o 00 afs summumlnommoom(O I O (1\ as f W - t1SITE PLAN Z _ ------- EXISTING BUILDINGS 5 w for a portion of ' t; i "ARBELLA" O Pickering 'q rr # 223- 231 Derby Street I4 Z r and ry W EXISTING PARKING # 23 Congress S B RDNGenSalem Massachusetts Y t "PRIVATEER'.' Prepared for: Pickering Wharf Realty Trust (978) 740-6990 M— 84 Wharf Street, Salem, MA 01970 .� Date: February 11, 2000 J PLDE #99-04 Scale: 1" = 20' Sheet 1 of 1 LOWQ "on pPATROWICZ ARBELLA } LAND DEVELOPMENT ENGINEERING a I — _ _ _ -- _ — _ -- ...�� I 60 Washington Street, Salem, MA 01970 I - — !�/ -_ ... —'� (978)745-2288 co I 1 — 0 I . I- � I . � NILLONS ENTRANCE SIGN AND FLAGS (DESIGNED BY OTHERS) IQ qc,E �{ JJ U PARK : Ic GRAPHIC SCALE 8- _ I I EXISTING STREETLIGHT wQ �• i TO REMAIN NEW VGC TO CLOSE Wy 20 0 10 20 40 80 LOAM AND SEED I ROAD PAVEMENT ��' ��' o¢ FIRE eox 11 EXISTING CURB CUT t� ;��;>v-yv �� 4• — w U� / �1' 6' REVEAL PEDISTAL -ItpRISTjNG ; FKj — _ EXISTING o WTDER COURSE �,,�� I EXISTING CK, ,_. TQ Sc1. C pN — UM/T OF STREETLIGHT ; EN FEET � cR COU .R� G �� STREET TREE ocx-nON SHOWN RAMP Bf CHA fTF —"K TO BE �'c EXISTING ( ) rr- i (�ON PLAN) 2.5 YO 3" CAUPER(TYP) K SOft FD TO " _RELOCATED 12"LINDEN — �- C� _ a� �• ` ��SL � ° £� �RlC NG L 1 inch — 20 ft � — � ' o ACK C� � — GRAVEL E Winter 8 R... _ TREE TO - I � -1�_, 1.,_1. 90 8 I°Al/y eD REMAIN �PUBCI Q ROAD BASE s � S ��} Island BLACK REINFORCED SGE �S RELOCATED C � VW ° :"U v 5� '2I T �� 1 SMALL / < a = New England RUBBER HOSE MULCHED STREETLIGHT 6 H/ AR AeCF - Power Co. j RET WALL SGE ` OR �D \ 24' MINTWO PLANTING Ffjy N T/-/ � HENT CONC. z `~' aiAc TwSTRµisrEu �s S BED END VGC R AFc� P�NN/N FR LEM L s000 PSI (TYP.) o N 7 ESSE / T/ fCIF T/ ARD EXISTING 10 TREE cAva e F- P sTEEL WIRE 4'HIGH ORNAMENTAL BEGIN SGEI 111- EkIS S ICS OOMPACTED 0 ESSEX T = 4 p P 8p 2' x 2• SPRUCE Posy MULCHED YGC R NG B PNS CS� .- s' MAX �R y F, UNPAINTED 8' HIGH FENCE PER SALEM EMAI RIC ' " �+" PLAN G N Rfp K SSf vc TO BE REMOVED 3' MIN NORMA S P/ F THREE REQUIRED PER TREE W PLANNING BOARD AiR WALK c NOTES: POSE I E*11.4 xBED SPECIFICATIONS , 011 � , 1. VERTICAL GRANITE CURB TYPE VA-4 18' DEPTH x 6' THICKNESS., OfPICE � �� n "'�-TREE WRAP TOY , lR. tl 1 ` N v, , � /FIRST BRANCH: 1::r a OS MATCHESIDEW K. �© MIT OF WORK EXISTING NG CURB CUT 2 C �' NOT TO 8E USED AS A SUBSTITUTE FOR CEMENT ,CONCRETE. it 11K N /--" P 3cr, , —PLANT AT SAME DEPTH AS WAS _ W �� . PREVIOUSLY GROWN (OR W/IN I— L7 y � R 3 MORTAR JOINTS BETWEEN INDIVIDUAL CURB ST 4 PER MDPW STANDARDS 106 3.0. ; M SITE . .. ` 1. ONE INCH BELOW MAX) o 0<'11 .� Y 8 I �`�� =- cRosswq //, I/Ge VERTICAL GRANITE CURB DETAIL 2 N STT s1. Salem — / 2 CEDAR BARK MULCH ¢ UC R o -c EEA W rr+i' NEW PARKING Not T° Scale � , Harbor SLOPE To FORM DISH To1�4- m m Ir OT LIGHTPOLE >- I I'll } 6R/c �^ m GRAPHIC . //—CONTAIN WATER Q (5' W O Q Q (� K STREET SCALE ,!::)4F.R I ti EXIS CONCR ucriT / o z000 —UNTIE AND ROLL BACK BURLAP Q y� y 11 Y RETAIL RE TAURANT i W TO SNC' CO r F LOCUS FROM TOP 1/3 OF ROOT BALL J +x <C ' p I BR/Kf C//ANNFDE vGOP1RE Box SCALE: 1"=2000' MOUND AROUND EDGE OF PIT I EXISTING MULCHED S/DEW K Tpi r PEDISTAL 12 LOCUST } PLANTING /�� FINISH GRADE (SEE PLAN FOR J -. R M TO BE Jr° o 9 BED SURFACE TREATMENT) - --- / LOAM AND SEED °'(/) =) I ExisT�Nc CONCRETE �; /� //// j' /� ,� i / _ TO BE CHANGED TO / O P NTS R / I 1.11 1BRICK SIDEWALK U � / — \ /\j\/�\/� I N 14 SGE AROUND t SALOVAGEDD, /////j ` \ \ \ i BIT CONIC ��/. �� � t 6• DIAMETER HOLE DUG NEW VGC TO CLOSE I O EACH ISLAND VGC , # % 12"WID // /j, /' BINDER COURSE — FOR ROOT BALL AND EXISTING CURB CUT I 11 TYP. a' 22 23� DERBY 9 I W TO MATCH ;:j BIT. CONI. W MAX *4p, 12'MIN. \ PROPER AMOUNT OF i 3 ' r I EXISTING 12 ------- / TOP COURSE CONCRETE 1D �� Q 1 BACKFILL MIX / y I D) ©UTD{�OR ¢ / WIDE VGC / S BACKFILL MIXTURE (TYP) O ____ / 0 I \ /Z ROOT BALL 15' MIN. Sox LOAN + 25%SAND + I '"" STt FZIES N w / s SEATING 1 > z / - / 60° COMPACT WIDTH VARIES 25%PEAT MOSS, MANURE I FOC? PRIIV 14,323tSF a CHOWDER HOUSE / VERMICULITE I] Q Q I P -. ////% "-- HMD EXISTING I ❑3 GFA 6� 666E SF'1PER ARCHITECT} � / i O `TAMPED BACKFIL MIXTURE a TREE PLANTING DETAIL 12"LINDENI NEW PARKING 1i } / a - ED�I� Not To stole TREE TO LOT LIGHTPOLE J Q 3 / / ji PIC KERING 0 _ �a: 0 I EXISTING TALL CEDARS ------ 'NCRETE REMAIN `� "� I p R Z ` TO REMAIN ANTER Ca �j 6 t I - I - - - 0 -`Q4 �3 (� _ I C9 �; (� / r > / COMPACTED GRAVEL "V IIII- y C / / / ,�NCRETE _ NO CURBING AT ENTRANCE [ W /%/ %/ //// / / / 0 F ANTER BASE o . 0 I= i SLOPED SIDEWALK PER ADA CODE CErII RAE 0 �O �Q5 21I END VGC I; o MAI AOE� trt A 4LP I / .. p —I I i cN _ _ tw1E H / I I�I �, R BEGIN SGE END VGC Q w / ///////%,�i//// // I I— — — /" COMPACTED FIRM. C� BEGIN SGE I EMPLOYE LE _ STABLE sueeAsE I _I I I I I 2' CEDAR BARIC MULCH oI VGC = I'llLculrrCE +�—vii % EXISTING ---- — _— �' SLOPE TO FORM DISH F I w� " 0 �"'�now � ' �� 'Tl 4� % LIGHTPOLE "lR U S S I AN / RE7 NOTES: , F- ,3Gi�xTh', / - NC E IF I / � FINISH GRADE (SEE PLAN FOR MOUND AROUND EDGE OF CII i y GRANITE �� :' 3 U / TO REMAIN ANTER 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB AID 2 ALL SLOPED GRANITE EDGING4' MIN. T14CKNM 16" MIN. �SHALL BEDTH OF LACE AIDAT PIT TO CONTAIN WATER -�Q) I ONE WAY� * SIDEWALK I Z / SOCIETY i THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. SURFACE TREATMENT) COBBLESTONE a i /, / I VGC BRICK PAVERS COVERED IIIc TLE TciR ��`' oW � \/\����� ���������� MULCHED DROP—OFF I LauNnY' p „ EXISTING TALL CEDARS —._-EP / / TO REMAIN SLOPED GRANITE EDGING CURBING UNTIE AND ROLL BACK BURLAP EXISTING R PLANTING �, I ELE TOIL i LOADING / rj) I FROM TOP 113 OF ROOT BALL 12 LINDEN 19 0 BED 4 P JII s _ s s . AREA i% %//� ///% %/ = d _ Not To stole TREE TO BE 9: n ` - — // // I _ BAacFIll MIXTURE REMOVED _ W (> LP �111 _ Z EXISTING "Of '�"�"'�d .� ///�� / % * BOLLARD n STREETLIGHT L' LLLL / / 114 W `� ' .,'' N / TAMPED BACKFILL MIXTURE TO REMAIN I , / J 2-3' �-GANTRY /�EXISTING j m �� ////� / / DEPENDING 25o WATT IGH PREssuRE _,,_ DRIVE THRU I, �` (" �� LIGHTPOLE SODIUM. ANnauE Loo�Nc ¢_ AL . Q ;`, � ME��� � �i TO REMAIN I IQ) LIGHT FIXTURE. DOWNWARD 24'MIN ❑ T SELECTION FINAL SELECTION N BR V1 I SHRUB PLANTING DETAIL ° .r, _ _ I - Q W a;%', .'-NI STO 1 ; R Not To Scale EXISTING `` I ii F dOTPRINT=x,262 SF .: _ Y eaR {._ .. 1�2, 12 LINDEN �.�.. 3- ._t ;, _ � CJ ZP , _ TREE TOI ,e ;,(I�!(}T,.tN(,'L. DRIVE THF2U) Q q W(xVE i I v 3 Z 0 REMAIN .. : �� ;.. .i-. a; �x.I /„ SCHEDULE OF LANDSCAPE MATERIALS1. c, Q v r; ; 3� SEATING © VIEt '-�,;: TANC00 K ' SYMBOL QUANTITY SPECIES NAME W „ „ 4 �, o' '� %% R 1`�TTfiij oy n" I ,.v _ � C ESCE '� —a ¢ / " , �n , 12 QUERCUS RUBRA - RED OAK ._.:_ LcJ I 1.Y o: __ > : ,. RELOCATED. i MOUNTING PER v¢ 39 0 0 / SALVAGED / —a U y / " MANUFACTURER 4't SQUARE LIGHT POLE D: W k3 a % / W U - / 12 WIDE VGC WHERRY DESIGNS FOR m r ® z P s, p p"y. _ _ _ c� OOL Q W / // Too MPH WIND T { W / TO MATCH j,' VELOCITY LIGHT BASE COVER geov101 EUONYMUS ALATUS - BURNING BUSH (RED SHRUB IN AUTUMN) Z z' __A_ I RE I� E N r / EXISTING 12 I - I % ROW (PER MANUFACTURER) �— - 0 W E // y. VGC O ". I W Z / WIDE VGC CONIC. 7K W ?j Z p PLANTER �; 1' CHAMFER 8 8 133 AZALEA DEL V. WHITE W 0� O o 0 0 I0 0 X, , . �� / — % ���/, `\`v1 �`sursrACE TREATMENT T T EXISTING SIDEWALK BRICK YI v � v I (SEE PLAN) 0 BRICK SIDEWALK 0 MATCH e > ♦ VGC J N* / / / • .. FINISHED GRADE I MULCHED �-- :.. / / ;% DNEW BRICK PAVERS (FINAL SELECTION BY OTHERS) I PLANTING _ % % / / // N .Nc PVC coNoulT (2• MIN o SIDEWALK BED 8% R PAINTED B..TREE ( ) — I BRICK PAVERS VGC 8%,R i EXISTING 13' WIDE WALK / 3 ANaIoR aaTs (4) NEW PARKING LOT BIT. CONCRETE (SEE NOTE 3 THIS SHEET) o Q" / / STEEL L— — J TO THE LIMIT OF WORK LINE �I Cyn I �''" / WAY ' EMBEDDED A MINIMUM OF Z to 4 HIGH ORNAMENTAL VGC R TO REMAIN 4 I D J VGC 6"TREE 6"MAPLE - \\'/` a I. 30" INTO CONIC. FOOTING FENCE PER SALEM ¢ } �G . - a COMPACTED GRAVEL NOTE I PLANNING BOARD - 3 � EXISTING 6"TREE vcc �lyp 3'•MAPLE ° - SURROUNDING FOOTING 1. LANDSCAPING: PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE SPECIFICATIONS y �'Q� ,_- / , P AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC. OF NURSEYMEN. INC. I 0 i o TWO EXISTING--� "k, TO BE REMOVED -EXISTING EXISTING VGC � _I - - � CONCRETE EDDYING (PRECAST OR ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. AL PLANTS SHALL Of MAPLES TO BE EXISTING LJGHTPOLE TO REMAIN `< � / l l 12'x12' SOUAR2E l ONE CONTINUOUS POUR) (4500 pot) BE HEALTHY, WELL-FORMED. FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR i EXIS NG v REMOVED_\ r� ' ' rMAPLE REMOVED 'I / SUBBASE L104T POLE IS `-(IF REW�REDDROD BY II PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED 2 LI DEN EXISTING TRANSFORMER TREE TO 5 TREE TO IGHTP TO EXISTING REMAIN i .�slcN :\ i ELECYRIgAN) Q SO AS NOT TO ALLOW RUNOFF (FROM THE PLANTING BED) TO FREELY WASH INTO THE PARKING LOT, SIDEWALK OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM REM IN L E REL GATED VGC 14-OAK vcc '?1.� (CLEAR AND GRUB AS REQUIRED). REMOVE ALL STONES. STICKS, PROTRUDING ROOTS, 18 TREE TO b"MA LE slcN \ t N� USE CHASE PRECAST iCORP. PRODUCT N0. LPD-12 OR f ' 8"MAPLE ,`•_ EL I"', APPROVED EQUAL PHONE- 1-800-242-7314 I UNSUITABLE SOIL. PAVEMENT AND OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT VGC ` R R ,;;; R _ ,N I LIGHTING TO BE APPROVED BY MUNICIPAL LIGHT DEPT/DPW. � {j, HODODENDRON /////// �/ jj 8"'MAPLE c� CD SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. ALL PLANTING BEDS :'' . 10 [)E WALKW EP o s RUB HEDGE / I' = : o SHALL RECEIVE 4" MIN. SCREENED LOAM. ALL SHRUB AND GROUNDCOVER BEDS SHALL _ ', AY -I,�, CK PAVER 1^)" " _CitOSSWA /�j// EP I N RECEIVE AN ADDITIONAL 2" MIN. CEDAR BARK MULCH. THE LANDSCAPE CONTRACTOR 1Q' WISE VGC LIMIT pF WORK j LIGHTPOLE DETAIL ' " '----" \ / Not To Stole 11 : C:) SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR WALKWAY -1111R / j TWO YEARS (AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND RBI ISTING CURBING q i i / '1111, 3 SPECIES). l p -- _O REMAIN / ,._ RAND ---------.-----._ - i i CONCRETE RAMP EXISTING i o"MAPLE ; % /' // 2. CURBING: THE CURBING WITHIN THE PARKING LOT SHALL BE SLOPED GRANITE EDGING TIGHTPOLE ARBELLA SITE PLAN TO BE REMOVED. TO BE SGE OR VERTICAL GRANITE CURBING VGC AS SPECIFIED ON THIS SHEET. EXISTING 12" I % i EP'' ---- --- --- ---------- / C:) (SGE) (VGC) " INSTALL BRICK REMOVED I I l 'PINE REMOVE EXISTING / / `� o WIDE VGC (LOCATED IN BACK OF THE -RUSSIAN-AID SOCIETY AND TANCOOK CRESCENT m SID I EXISTING i' CEDAR, PINES AND / .% N BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF THE RETAIL BUILDING. za "` � I LIGHTPOLES I ._____ SHRUBS � i ��; � ;';s r LANDSCAPING & MATERIALS �// CD EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SIMILAR TO F 3 NEW VGC TO CLOSE ! t0 BE z / V)W .. CURB CUT IQ4 z CIDTHE EXISTING VGC IN THE ROADWAY). � I ///////// ' o E -_--- -- EXISTING SEP I W ,'a for a portion Of I i 17EMOVE[) a 37 3. PAVEMENT: THE EXISTING PARKING LOT PAVEMENT ON—SITE SHALL BE GRINDED USING AN /// ////j%j' / EXISTING Z 0 1 I ¢ I INIUIVI J / ® • /j i7a C? ASPHALT�RDECYTMLER. THE PULVERIZED PAVEMENT ONTRACTOR SHALL DETERMINE SF ADDITIONAHALL BE ILD GRAVEL SUBBASDOWN, GRADED E IS TRANSFORMER e,� ' 3 EXISTING C 0 N D M / Q COMPAC W //% o m W _ _____ __ LIGHTPOLE / ickering . r o PARKING / / // REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS REMOVED o , � us EXISTING _ v / MARINA TO BE o i , TO REMAIN % j j ;z It PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A WEARING Z �; W / ,', = COARSE, 2.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1—A BINDER COURSE. 12.0 INCHES 0 / PARKING EXISTING LIGHTPOLE ;i e W IX _ EXISTING EDGE EP I ,,� � COMPACTED GRAVEL SUBBASE (WHICH MAY CONSIST OF 4.0 INCHES MAX. PULVERIZED TO BE REMOVED \ l of SIDEWALK -__________ i Q4 W I _- # 223- 231 Derby Street W / EXISTING ♦ z TO REMAIN �- C7 ASPHALT). IF IN-SITU GRAVEL IS USED. THE CONTRACTOR SHALL VERIFY ITS SUITABILITY // o -------" Q PRIVATE and Z AND REMOVE ALL STONES LARGER THAN 3'. GRAVEL SUBBASE SHALL CONFORM TO MHD -) I / MARINA v RELOCATED LIGHTPOLE / / � (Q ,'_j Street W M.1.03.0 TYPE B. _ I ,/�LD EXISTING SEATING AREA. ;� 0 _ _�/. lIJ r # �3 Congress Y m + i FILL.� ; ' I RADE TO BE SLUSH WITH j ti�N 0TeIN U 4. LIGHTING: EXTERIOR LIGHTING FOR THE PARKING LOT ADJACENT TO CONGRESS AND le / / C / .. IAN a ; ADJACENT SIDEWALK. REUSE EP _ " 1 z LINDEry _ SCO p � tiN Salem, Massachusetts DERBY STREET ARE LIT BY THE INSTALLATION OF NEW 17 FOOT TALL LIGHT POLES PERIOD ¢ 3 GRANITE COBBLESTONES i I IEP PA s, F- LIGHTING" ILLUMINATED WITH A DOWNWARD DIRECTION. EXTERIOR LIGHTS SHALL BE MOUNTED W / , I - EE aR\'-K s �� ///�/� ��% j g ML � W / % i' I "` _- I - /% / / N .3365 " Prepared for: Pickering Wharf Realty Trust 978 740-6990 Y ON THE BUILDING TO ILLUMINATE THE FRONT AND REAR OF THE RETAIL BUILDING AND y /////// r -- _ _ -- ��� / n �t �... P 8 Y 0 HOTEL BUILDING. FINAL SELECTION, LOCATION AND SPECIFICATION BY A LIGHTING o // /// _ SEATING ��/// o 84 Wharf Street, Salem, MA 01970 0 CONTRACTOR. � k FUTURE WALKWAY RIVER RONT IN + i "_- -- / EXISTING UGHTPOLE '/ / ��S/cI A �G� Date: Ma 26 1999 Revised: Jul 21 1999 & October 24 2000 Y Y 2 x �- CSN-TILEVE-RED WA _ TERPRETIVE WALK AREAL l- / TO BE RELOCATED % EP PLDE 99-04 Scale: 1" = 20' Sheet 4 of 19 AWA TO I "ARBELLA„ CEDAR # a W 'd CONSTRUCTED Y—PURSt1�4I � I /CV 02 CQ TH_In ' s►MU�TANEOUS - PATROWICZ _ � WITH H0TE, _._-__. - / / B MAPS j a, -� %�/ / / . ����.� / "/ / j LAND DEVELOPMENT ENGINEERING U i I E V / !/ VV 6 MAPLE / / 0 0 - I / / i� `� 1. �, / 60 Washington Street, Salem, MA 01970 8 MAPLE Q_ U LAND UNDER OCEAN // ��� vcc 6 MAPLE (978)74rJ-2288 -o / /" ca J 0 . I � . I - I I -- ----- -- — - - - -- __ __ ___ _____ _ -- -- -- -- -- -- I--- ,— __ __ I - I rw– . __ - Do 9. — � __ __ -71- --- - �T­ ­­ .I 1 �' .. W .. _ ; _. I WILLOWS GRAPHIC SCALE 1 PARK 20 0 10 20 40 EO ,- NEW PUBLIC .� IN SIDEWALK -LJ ® m� +,. )77) 1 inch = 20 ft / � Winter `.. �' \ g1 ST ✓�} Island V EXISTING CONDITIONS �� ��� sJ �P New England ; - ` �� � Power Co. / NOT PART OF oN ESSE. h PROJECT AREANOD— C rosy ■ Z �. avlce rn 2 y N �0 SITE � yam. � > ���Derby Salem LEA`�TT 5T• –_� Wharf h !I _ m ((� Harbor GRAPHIC 0 SCALE 2M – < fI w•� 14 - SCALE: 1"=2000' taJ f PROJECT I i AREA ' S Vii' ► !� v ,1 „CHOWDER 43, 472 ± SF v HOUSE" "PICNERING" j BUILDING FOOTPRINTS I LP`A: I i HOTEL AICD BANK) BANK AREA= „RUSSIAN j I AREAS 181460 ± SF i II I� 129416±SF AID / �� �� SOCIETY" I coor) LANDSCAPING ----- HOTEL/RETAIL _ AND WALKS LP j ���/iiii�iiii�ai��i�i��iiI j 223-231 DERBY ST. # AI�EA BANK1 FOOTPRINT=16, 198±SF CONGRESS SF - STREET R . FOOTPRINT= I ; HOTEL & BANK AREA — 8 ,x728± SF 29262±SF TANCOOK LOWER AREA - 51170± SF CRESCENT„ j WHERRY NEW PUBLIC I I %I I „ PARKING WITHIN SIDEWALK I Rotiv HOTEL AND BANK AREAS 282700 ± SF I/W .. . ...................................... — o o --- w - � SITE P W - - --- — --- - "ARBELLA” 0j Q. j ' ,� / PROPOSED HOTEL gpx. / ; z for a portion of aT LP7a icke J / v � / 111"Ing EXISTING ---.r-- REN O VA TE D--__, / NEW PUBLIC _ PARKING SEATING AREA SIDEWALK -- _.___._._-_-_ __- , # 223- 231 Derby Street EXISTING , and MARINA — --- - :_ "PRIVATEER" Y //// /� / X23 Congress Street BUILDING _ Salem, Massachusetts Prepared for: Pickering Wharf Realty Trust (978) 740-6990 84 Wharf Street, Salem, MA 01970 O j Date: February 11, 2000 s U) SOUTH 1 / PLDE #99-04 Scale: 1" = 20' Sheet 1 of 1 ____ ARBELLA I N j V PATROWICZ CANTILEVERED WALKWAY /i /////�//// / i/// / LAND DEVELOPMENT ENGINEERING RIVER / � o - / /// /////// 60 Washington Street, Salem, MA 01970 Q. PURSUANT TO DEP W97- 8421 iiii�i�// ' , � y �, ///// (978)745-2288 J ICU \. -;i i — - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - _ . . . . . . , hotel/f;Petall 5ulldre I � I I I i ( I L-------------- \y I H.H. Morant & Co., Inc. Architects I I P.O. sox 4485 I 69 Lafayette Street I I ; I I Salem, Massachusetts 01970 978) 744-5354 I I ; 978) 740--9161 fax --------------------- I con�nitantr. I , I Job Number. hhm ee-014 Date: ► � June IT lege ' ! t I' I No. Date Revision: KN 1 I ! 0 0 , y ' �� 1�1, v • e0 ••• ••• > •♦• a s O v •°11 • ••• > o♦: a •♦ O O O , Osi•a •s 0• ♦ 0e ' s•e s> 4c0 , ••:.0• 0: s Os s s•e > O O i •'d,• - .ii_ S_ '1%: �'•.y,• Q ♦••° • ♦> ,•. • ,° ° Oe ♦ y•010• O j•0.0• I ' ,, O � O Q O • •00❑s ♦ � O O • i •• •. s •:• > O O se0 > i j •• � Project Wharf I' I 0 Dri�e Up Teller Stations (2) Ea5tern 5 a n I ' I � Pickering l.Uharf .' Derby Street �— — — — — — — — — — — — ealem, Massachusetts 01970 :%�'•t, Teller Stations (8) Safe �• � •;• , Night — Deposit — — .. '' U�',QQ 1Oo O d G�'od0 oaq sO t�0♦ir�•♦ o•♦�s•° •a• �1•s4•c•;•.•a•♦Sv•i•Os;otoo••;pes•.o0,a.o•O0,/�o♦sf�s•0 cio•roa s•ts°•C,•fUVd VloQ 11��OoOooCD1PC r ov0 0 i�1 la�n ��'ropos�ol�•;••,i•.•.,.••,��1♦1A�T"M=�/..1`'-��, �"- � �- •�•0' oO0ooDo0 0o0 i. ui♦ `-�st� -ib- F ul�e r �jII •.. •. s•0„•0• s•0.•1• v 0oo 0••p0Q0 •o000 0c 0e••0„ �a � PShhitlame y/ Fire F l oorBanking Lobby M W Vestibule Employee Customeer Waiting Customer Lounge Manager ervices Area Service•♦a Scala VL 0II DrawingNumber. Street 99-014\ _ L 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ———--� _J 1 I 1 1 I I i ' I I 1 I1 ' � I L---------------y H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970 (978) 744-5354 (978) 740-9161 fax 1 con.niantr. 1 1 1 1 1 Job Number. 1 ; hhm 99-07.4 , Date:, June I 1999 No. Date Revision: 1 s C7 TI FI _Wil :t � - - � �) _ _. � ilk--z •- -,': -- -: _ _-":. -:.'_. .-_ :':L -_ _ __ _ _ _ _ _ _ _ _ _ _ _ _. 1 - Project: Pick�rin UJ�arf 1 g 1 , astern wank 1 G 1 . 1 1 Pickering Wharf Derby street 2 Eastern Sank North Elevation (FIro oseb), 1/8"= 1'-0" Eastern Sank West Elevation (Pro oseo1), 1/8"- 1'-0'I Salem, Massachusetts 019-10 1 , 1 , ' 1 1 , First Floor Plan - 1 i V 1 • _ 1/ 1 1IT1 Drawing Number. 1 1 1 1 1 1 1 , 1 1 1 3 Eastern Sank south Elevation (Proposeol), 1/8 - 1 -0 .4 Eastern Sank East Elevation (Proposeol), I/8 = I'-011 hhm 99-014 «/99) t LEGEND OF SYMBOLS n 4 W NE DETAIL OR WALL SECTION 1 NUMBER Al DWG. NUMBER WHERE DETAIL APPEARS 3'-0"Wx4'-6" ALUMIINUM ROUND LOUVER WINDOW A BUILDING SECTION ALUMINUM TRIM BRICK DESIGNATION CAST STONIlEd ARCHITECTURAL ASPHALT LINTEL ANDS A I SECTION APPEARDWG. NUMBER S RE SHINGLE ROOFING SILL f 12 to �?10 KEY PLAN —I O 0 12 3 - - - - - - - - - - 18 - - - - - - - - - - - - - - - - - - E-HI s 71 111 E] 6 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIFTH FLOOR _ J co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOURTI-I '+ I FLOOR A _ I I ♦ - � ♦ co i i ,� - - - ♦♦ - - - - - - - - THIRD - - - - - - - - - - - - - - - - - - - - - - - - - -' . ♦♦♦♦♦ - FLOOR � �� �� i I I II I 'X11 I ! i � ' �i � ' i � � � ► '' i - - - - - - �_� SECOND � FLOOR 1000=00000 pool ❑ ❑ ❑1 1001:101JEJEJEJEJE1000111 IEJ JEJOEIDEJEJEJEJEJEJEJ 000❑❑❑❑❑❑❑❑❑❑❑ ❑ 0000❑❑❑❑❑❑ ❑❑❑❑ ❑ LJLJL-JLJLJLJL-JUL-JLJLJLJ 00 ❑❑D❑ ❑D FIRST ' 11 IfJf FLOOR PAINTED STEiEL RAILING OUTLINE OF CANOPY - SEE Pp/'�npC � @_11-99 ELEVATION I ALUMINUM FRAME VINYL ELEVATION THIS DRAWING f_11�-77VV�UTRE V AWNING ALUMINUM AND GLA55 NO. REVISION DATE SCALE: 1/8" 1'-0" STOREFRONT 12 STONE CLADDING f- 10 SCALE: AS NOTED DRAWN BY mf i DATE CHECKED BY JGG ROUND LOUVER BRICK Best CAST STONE :Western LINTEL AND 51 LL 12 710 ALUMINUM TRIM o 12 v ARCHITECTURAL ASPHALT -110 = STONE CLADDING SHINGLE ROOFING - - - - — - - - - - - - - - - ALUMINUM TRIM _, PROJECT 3'-0"Wz4'-6" ALUMINUM WINDOW _ _ - _ _ _ FIFTH CANOPY ELEVATION Pickering Wharf r - FLOOR SCALE= I/8" 1'-0" Hotef and Suites Best Western - - - - - - - _ _ _ FOURTH FLOOR Salem, Massachusetts -- 1 co ;3 Job# 445 1 TITLE 12 - - - - - - - - - - - THIRD X10 - - - - - FLOOR a EXTERIOR ELEVATIONS 0 SECOND FLOOR 000❑❑ ❑❑0 ❑00000TE-101:10000001:1001 ❑❑❑❑❑❑ GROUP ONE INCORPORATED o71 ❑ M W. THM STREET, BOSTON, MA 02127 v TB- (6MMS-7000 FAX= (617)268-0209 FIRST DRAWING NO. - FLOOR l ALANUM A D GLA55 ELEVATION 2 STOREFRON SCALE: 1/5" 1'-0" TONE DDING ll ALUMINUM FRAME VINYL A C) AWNING L -•-."-- -. .r.. � ..,_... . ....,_,�,.,__-rte••-,._..-., _._. I.. . ----r...,•--- I LEGEND OF SYMBOLS 3„ DETAIL OR WALL SECTION i I NUMBER Al DWG. NUMBER WHERE DETAIL APPEARS ROUND LOUVER WAN '-6" ALUMINUM BUILDING SECTION BRICK DESIGNATION ALUMINUM TRIM Al CAST STONE DWG. NUMBER WHERE LINTEL AND ARCHITECTURAL ASPHALT 51LL SHINGLE ROOFING SECTION APPEARS 12 10 2 KEY FLAN Ior- 3 4 2 �- I _ - . . . it I FIFTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR co , c OURTN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR 0 HIRD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --F!LOOR s 0 0 SECOND FLOOR ❑❑LIED❑❑❑❑❑❑❑ ❑ ❑LIED❑❑❑❑ LIED❑❑❑ ❑LIED❑❑1:= IEI❑❑ ❑❑LIED ❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 00 D oa 000a❑ � 1 - LIED FIRST FLOOR PROGRESSO 6-11-99 LEVA'i" ION 3 L ALUMINUM AND GLA55 BRICK AT DUMPSTER STONE CLADDING NO. REVISION _7DATE 5CALE: I/B" I'-0° STOREFRONT ENCL05URE BRICK STEEL GATES TO SCALE: AS NOTED DRAWN BY mf PAINT BLACK DATE CHECKED BY JGG ROUND LOUVER BRICK CAST STONE LINTEL AND 51LL 12 10 1- 12 IO 2 ARCHITECTURAL ASPHALT - - - - - - - - - - - - - 5NINGLE ROOFING a - PROJECT v i ALUMINUM TRIM - _ - - 3'-0"Wx4'-6" ALUMINUM PickeringWharf WINDOW FLOOR - - - - - - - - - - Hotel and Suites s Best Western Y FOURTH _ _ _ _ _ _ _ _ - - - - - - - Salem, Massachusetts FLOOR JObf 445 c s co TITLE THIRD - _ _ - - - - - - - - - 12 FLooR _ 10 r EXTERIOR ELEVATIONS N. t SECOND - - FLOOR LIED❑❑❑❑ ❑❑❑❑❑o❑o❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑ GROUP ONE INCORPORATED 21 W. M-M 6MMT, 8MOR MA 02127 LIED o TEL. (617)268-7000 FAX: (617)268-0209 FIRST 'rte _-_ _ '��=1_r �• •� DRAWING N0. 11 OL FLOOR ALUMINUM AND GLA55 ELEVATION 4 STOREFRONT SCALE: 1/5" 1'-0" STONE CLADDING A7 ALUMINUM FRAME VINYL ZAN AWNING L . , I i _ __. - ___ f ENTRANCE SIGN AND FLAGS (DESIGNED BY OTHERS) �� / :� I 7 - vnuows \� EX STINGREMASTREETLIGHT GRAPHIC SCALE TM" l� / � ; �o� PARK �1 NEW VGC TO CLOSE o 20 o 10 20 40 so LOAM Ano SEED �0 y / � L FiPL pox ��Q - , -EXISTING CURB CUT LO • �\>��:�\ �\�\�\>.\'\ ROAD PAVEMENT T w /; Goe o�. }� , PEGi=7AL Ekl`SniN(�- '� G� �� 0 __ - - -— ��+ • 9R/ EX► EXISTING v � a• REVEAL TTP COURSE ,� �• �. EXISTING ''' rp-SING COIV ` - UM/T STREETLIGHT I .D --i o� a 1� ,� 7 �l IN FEET ) \\\\\� \BINDER COURSE : �Q )�d r .. .. STREET TREE (IOCATiON SHOWN RAMP:. '. 8 .,BRI BE �AIy �f� ���K TO BE k EXISTING a` a � ON PLAN) 2.5 TO 3• CNJPER(TYP) ° CK C>E- L � � s'/pE r0 JtELOCATED ``� 12ELEIN 1 inch 20 it ° WALK V / ,. (( 4 ! ®g A 8 R , 1'Ah - � TR CPU .� .. . . eAsf ��} �`� 1� winter Il J� .o.°. ROAD BLACi( REINFORCED SGE ® // REMAIN au ��r 0. �y ST y I Island SMALL RELOCATED �/ �. : 5• , �RUBBER HOSE MULCHED-J ARI GF New England \i' 24• Alrl RET.WALL SGE STREETUGHT G H! '4eLEY �° ' power ca / ctiAC.ETWISTEDM STRANDS � �a g BELADNT �iF%iNG ` R �StN PENS ER ENTAL �0�� y STEEL WIRE END VGC� $p�NN/NG B�ALfM a000 PSI (TYP') Z N J ESSE �` 1 £� 4 HIGH ORNAMENTAL BEGIN SGE ,� Ek/S ECIFICA ARDA� 0 ESSEX r = � � � FMS NG ION$ EXISTING 10" TREE cRAVEI es `. �� O MULCHED FENCE PER SALEM VGC - R @RI (Q �-a MAX o S ERe / P C THREE REQUIRED PER IBES o PLAN G PLANNING BOARD �N, REP CK $jb vc TO BE REMOVED 3• MIN a �� - P\- F- F- �•` Ai EWA C � NORMA Z n BED SPECIFICATIONS =: R. R Tp -_ � NOTES o `. F- I. VERTICAL GRANITE CURB TYP£ VA-4 ta' DEPTH x a' THICKNESS 0 0�• I FIRST BRA�MRp�R 4 9 STA NEW BRICK ,_ f ED C/k/T Or NEW VGC TO CLOSE 2. BIT. CONK. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT -1 � � m R PLANT AT SAME DEPTH As WAS = W a TO MATCH SIDEWALK. R � �K EXISTING CURB SCUT CONCRETE. Q N P MORTAR JOINITS AL CURB STONES. W 0�"II dHBELOW` ' (ORAX) w^" Q N -_ _ ` 4 MDP ARDS�,�RiD�IV�I°U j SITE E 4 En . I Derby r CEDAR BARK �+ 0a ® x. h,. - _. WACfc vGc VERTiGAL GRANITE CURB DETAIL i N LEAwTT sT. /Salem W a- NEW PARKING - R o �SLOPE Am wFORM A °�" TO m `D� OT UGHTPOLE e Not To Scale ,� � Harbor z / z 26 Q4 Q d W O Q RICK ,� rn m GRAPHIC ao +s3 t j,d a UNTIE AND POLL BACK BURLAP Q a N 11 `t {z 3 fkl$Iry K:pN�R LIGHTET i O SCALE FROM TOP 1/3 of ROOT BALL > X W O � Ii: lE'iAiL�RIrSTAtRANT, p G TE I / z . I // eMot1TND ATRouIND EDGE of PrT i War EXISTING ~. "3, i . x L F F : 0 e�CK D ANfDBE E O ' vcc ° SCALE:OCU 2000' C� 12 LOCUST g MULCHED I EWq(K PEDtSTOAL } PLANTING ; /� FINISH GRADE (SEE PLAN FOR V TREE TO BE j ` '' , , SURFACE TREATMENT) m — RE x } ,- s ' z �, BED 4. i� .— ���/� EXISTING CONCRETE W I ' T K J� / LOAM AND SEED TO BE CHANGED TO O> � �{ � / /// /// ,v /////// / - v ,p�� I ( ( / 1 ( I BRICK SIDEWALK " 1 " / �/////%' P NTER �'�7�` N 14 r Z oaziLL"' •iJJ �: RELOCATED, / �// /, /, � ' - NEW VGC TO CLOSE O SGE AROUND VGC J'° <- Fr :r SALVAGED /,/ Bn: CONI. i.//.•/� DUG12 WIDE VGC / FCR ROO1`BALLAAM EXISTING CURB CUT I 9 EACH ISLAND `W .z. / j !_:; V. BINDER COURSE PROPER AMOUNT OF �i �Bi�i/i ► W / TO MATCH i�` i a' MAx t2'MIN ` BACKFILL Mlx0 -�nf 1. / EXISTING 12' -- _ COMM o _I ti11 Y '� P d TTP COURSE O BACKFILL MIXTURE (TYP) I` OUTDOOR 0 1 r' TSI o Q WIDE VGC �` O . ROOT BALL 15• MM. SOLI LOAN + 25X SAND + :; ;. r jORI�S N W j 00 rIIOTH VARIES yE�R�MIWUTE MANURE er i' SEATING i }- _ I _� ', .0 = I4.*J23ZLSF Q¢ / "CHOWDER HOUSE" I / � 60° GRAVEL F OdTP f t TAMPED BACKFILL MIXTURE EXISTING ❑ GRA 69,6& t~PER ARCHITECTS $' LP O �j �A,p o O ED( S E TREE PLANTING DEQ 12`UNDENI /-NEW PARKING I '-Y.1 Q / / 'rPIChERING o 8 . , Not 7 Scale TREE TO I LOT UGHTPOLE 1. 1 ,Q 3 / / j % CDIZIT� ... .a O . REMAIN I - EXISTING TALL CEDARS -_ / CONCRETE U I 01.�M. '� W TO REMAIN !� �ANTERE • . t / O / o .. . •0 . o Q4i NO CURBING AT ENTRANCE �' j� -" �1 / / / c, > NCRETE COMPACTED GRAVEL (�yy,, C� I 1 I_ > GENERAL ! , kF / / / v ANTER `V V SLOPED SIDEWALK PER ADA CODE v iI yl i Q NFANAGER AREAr LP I > V BA51= O O . T>: I -END VGC D / q - ��'=_I 4 1L rr // -S1 R BEGIN SGE END VGC ❑ iGN j : - - - FIRM, _ =III=1 1; -2' CEDAR BARK MULCH �I BEGIN SGE r' �, 1.t�Et�iwrcAt /// //%%///,�/"/% VGC I I MPLISYt a_ /moi/iii ii /i / '�i i 1=1 I�I I 1- A -1 I�I I�I I�- 1 —,, r ...,r ... - 4 LOUNGE -SLOPE TO FORM DISH r_-i Vic' w ... one ,. cn�' / EXISTING rr FINISH GRADE SEE FKJW FOR MOUND AROUND EDGE OF 5I 1 z 3, t%i Rt$asTTRATwrR j' „fi / UGHTPOLE RUSSIAN �NrRETE ( O _ GRANITE U TO REMAIN / SURFACE TREATMENT) PIT TO CONTAIN WATER I WAY Z / AID .ANTER MDPW SIB i ­- ONE SIDEWALK COBBLESTONE % I. GRANITE MK THICKNESS.1a�MIN MNOTH9OF FACCE BRICK PAVERS r j S 0�C I E T Y" , &1 �� 2 ALL sLaPfn GRANITE EDarrc s►wl BE wDAT / / i / / VGC if e.l / I / THE SAME ArrctE TINRouGNouT THE o+,>FtE ato�cr. /' I COVERED 1 V� V� V�' V��������� DROP-OFF �I LUBBr . % / LP %/ i%//,� MULCHED _ J Y EXISTING TALL CEDARS UNTIE AND ROLL BACK BURLAP EXISTING . . / TO REMAIN FROM TOP t/3 OF ROOT BALL 12 LINDEN R BED TING o IiJ TdR LOADING , / I SLOPED GRANITE EDGING (CURBING) TREE TO BE II. v - t �: . AREA ; /ii/ / I = Not To Score 39 r i i, '� BACKFILL MIXTURE REMOVED I ... W F- 1 LP -_ --- .--- EXISTiNG—'.Y A �._ _ STREETLIGHT JJ�' '1 _ �L //�/�////// / / //i /i/iii/�// BOLLARDi \ \ '\ T I a N / i ° W , o / 3 / /i TAMPED BACKFILL MIXTURE TO REMAIN PAtdtR'i XI ' i '\\>//'/\//I�//./ EXISTING I c /:!j//!!//jai 2-�' 2so WATT r�cH 24•MIN ��N � DRIVE THRU 1.I / ; m SODIUM. ANTIQUE LO"G o / LGHTPOLE PLIB (z) r MENwS� a % TO REMAIN I II i r �ECCTTiIOON LIGHT FIXTURE. DOWNWARD I3RLAK1 GST to W/ I , Q I� DIRECTIONAL. FiNAL SELECTION SHRUB PLANTING DETAIL o0 °0 Q �' A X L>~j i > :� OTHERS. Not 7o score ONE STORY EXISTING [ 3 �j II " \ I 12'UNDEN FOOTPRINT=2,262 SE, ._ -X BAft :, _; € / TREE TO - TNl7Li) Q ,� � £x waeE CJ 'Lv r - REMAIN p �4 3 �3 Z . - 1 o A� % I i,� SCHEDULE OF LANDSCAPE MATERIALS Y� Q W411, �/ ;I R OUTDOOR 3 � r � o W t f`�-S w rr rr i1.1 SYMBQ� Q�yIl� SPECIES NAME W SE ATI N G p d,z a j ANC O O K aiI ov, W I .v 5� b 'S CRESCENT'' 12 QUERCUS RUBRA - RED OAK < I "'` :, °; a % / + W / ' 1 v a 3�.. , > w �� d / RELOCATED. j J ' j W:n ® r 7 } v—Oj SALVAGED j I` i j MOUNTING PER �a V m V j _ ®_ Z ` 4** SQUARE LIGHT POLE U , _. PdCtL Q I 1 1i "WHERRY Y '� " MANUFACTURER b 2 WIDE VGC ERR DESIGNS FOR • 101 EUONYMUS ALATUS - BURNING BUSH (RED SHRUB IN AUTUMN) z z t, _ N : �_IETAiLtESI AURdNT 3 W / TO MATCH �: I ''`, I / ROW' 'vEioa"`O " BASE crAvfR f=< j ==--=i . W k / EXISTING 12 j I� % (PER MANUFACTURER) N z '/ VGC r' 0 a W v / MADE VGC oNc. 0 I x W • a 'R + n t 7 - i4 it , , 0 Z / ' PLANTER / 8�®®S 133 AZALEA DEL V. WHITE W %: i O coy 0 l j t• CHAMFER O51 � 11 i% / ' o I ! R 4 a k a 3 % // _ BRiCK SIDEWALK TO MATCH EXISTING SIDEWALK BRICK xl 1' o o % .r �� -_ z // - / / %,�'/ SURFACE TREATMENT O �° - I 4 I , . . . a - voc -- (SEEPLAN) FINISHED GRADE 0 NEW BRICK PAVERS (FINAL SELECTION BY OTHERS) PLANTING //;/ /" j , BusH2Nc PVC CONou1T (2• MIN.) I SIDEWALK / ! - 8 6 -0 BED R,: � rR� tr (TYP.) r- - --I I BRICK PAVERS V1GC " PAINTS e D \ ._ e L_ - J NEW PARKING LOT BIT. THE LIMIT OF WORKCOUNNCRETE (SEE NOTE 3 THIS SHEET) I i � Z Q 8% R. ,- STING 13' WIDE WALKWAY � / n EE 1 I EXI ,�.- /,z, 3/4' TxAM CALV. STEEL ANCHOR BOLTS(4) > r�* 4'HIGH ORNAMENTAL VGC "%: R TO REMAIN '._ I D c FENCE PER SALEM 4 vGC 6"TREE 6"MAPLE / \4\'r .• . ICEMBEDDED A MMMUM OF I PLANNING BOARD �' a ��` - 3W INTO 1. LANDSCAPING: PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE I SPECiFlCAT10NS IIEXISTiNG 6'TREE L vcc �/Pi�_ 3"MAPLE FOOTING a Foo c AM. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AM. ASSOC. OF NURSEYMEN. INC. v Lz o TWO EXISTING I ; TO BE REMOVED EXISTING EXISTING VGC \rte " j ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. AL PLANTS SHALL I /� `� NE ix MAPLES TO BE ' ' UGHTPOLE N '% I -I CONCRETE FooTMc OR BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS. AND TAGGED WITH THEIR I EXIST�NG ;% REMOVED i F;,,_ EXISTING TO REMAIN // �,„- ; pCONTINUOUS ) (4500 TO BE / t2•,n2'SQUARE PROPER NAMES. PREPARE ALL BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED R 12'UNIDEN " EXISTING TRANSFORMER ( ; TREE TO REMOVEDLE \ % 1� SUBBASE L�cHT PaLE ��3/4• GROUND ROD - TREE TO ;' sirN CENTERED (IF REQUIRED BY SO AS NOT TO ALLOW RUNOFF (FROM THE PLANTING BED) TO FREELY WASH INTO THE Y'I I IGHTP TO EXISTING REMAIN b� ELECTRIaAN) rn PARKING LOT. SIDEWALK OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM - REMAIN L '" E REL ATED VOL 14'OAK vcc slcN �, _A111\ ,-1 :-i. � � B..MA LE •� ,•i NO71:: CCI' (CLEAR AND GRUB AS REQUIRED). REMOVE ALL STONES. STICKS. PROTRUDING ROOTS. �.7' 18 TREE TO I. USE CHASE PRECAST CORP. PRODUCT N0 L10-12 OR `•q UNSUITABLE SOIL. PAVEMENT AND OTHER DEBRIS BEFORE PLANTING PLANTS. EACH PLANT VGC R REM / R ' B"MAPLE LL , '`� APPROVED EQUAL. PHONE: T-aoo-242-»t4 M SHALL BE "WATERED-IN' TO REMOVE AIR POCKETS DURING PLANTING. ALL PLANTING BEDS 10' WIDE WA jpA1NTED!'/ HODODENDRON ! j%i�/� ��// e MAEPLE Lin - 4 2. LIGHTING TO BE APPROVED BY MUNICIPAL LIGHT DEP7/bPNr LKWA1' LP o SHRUB HEDGE r--T ", _ C:) SHALL RECEIVE 4' MIN. SCREENED LOAM. ALL SHRUB AND gROUNDCOWER BEDS SHALL (BRICK- PAVERSpSSWALK - / Ir ,V. CO RECEIVE AN ADDITIONAL 2" MIN. CEDAR BARK MULCH. THE LANDSCAPE CONTRACTOR ( 1C�' - _ WpRK LIGHTPOLE DETAIL Q P , WtDE 'WALKWAY VG '. ; C) SHALL NOT PLANT ANY DAMAGED PLANTS AND SHALL GUARANTEE PLANT SURVIVAL FOR R N / 1 -' i; /; Not To Scale LiM1T OF TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND EXISTING CURBING % / q i I , ( , SPECIES). ' i+ l_ ranws ---- - 0 REMAIN -------- -- APLE �`"'-�—CONCRETE RAMP EXISTING - ' _r j o"M (z) ri l ad 2. THE CURBING WITHIN THE PARKING LOT SHALL BE SLOPEDI GRANITE EDGING I LIgiTPOLE + _ / 1 W '"//////' ad � 1' TO BE REMOVED. I -r — ____ __ _ ARBELLA / , � % SITE PLAN -I (SGE) OR VERTICAL GRANITE CURBING (VGC) AS SPECIFIED ON THIS SHEET. EXISTING 12' INSTALL BRICK TO BE i + 1 I i LP' -� , ` p N - Z +M,'--'-- REMOVED ' j ! I f i i I '/I� E REMOVE EXISTING - / __ / o WIDE VGC (LOCATED IN BACK OF THE RUSSIAN-AID SOCIETY AND TANCOOK CRESCENT' W SID ! I I EXISTING-� , CEDAR. PINES ANDQ4 v � N BUILDING) SHALL BE SALVAGED AND REUSED AS SHOWN IN FRONT OF 'THE RETAIL BUILDING. z 5 \ ' II I LIGHTPOLES 1 i ! _ SHRUBS % �c ' a EXISTING CURB CUTS TO BE CLOSED SHALL USE VGC (A TYPE AND DIMENSION SIMILAR TO y W NEW VGC TO CLOSE / 1 j I ii i t0 BE I Z' --------.--- - � In !, , LANDSCAPING & MATERIALS rn THE EXISTING VGC IN THE ROADWAY). o --EXISTING_CURB CUT /// j I' 17EMOVED a ?i I 2� I - - IN / t Lao ' 1! i Z W I I I L LP / r� for a portion of 3 / I o� ! - ----- -- EXISTING _ / W / • e 3. PAVEMENT THE EXISTING PARKING LOT PAVEMENT ON-SITE SHALL BE GRINDED USING AN % Cr x � J 11 q ASPHALT RECYCLER. THE PULVERIZED PAVEMENT SHALL BE LAID DOWN. GRADED AND ,� // /// EXISTING Z� ` ; a CONDOMINIUIVI � / m �' - COMPACTED. THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL GRAVEL SUBBASE IS W o N ;, 3 EXISTING / Q O r. TRANSFORMER ickering REQUIRED. THE MINIMUM CROSS SECTION FOR THE PARKING LOT AND ACCESS ROADS W EXISTING TO BE of iI ` o __- -_-_ TO REM I PARKING < M' `.W / /__ LL PAVEMENT SHALL CONSIST OF 1.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A WEARING Z MARINA =_ �I - TO REMAIN - -_.. _ / 1:�, < j,'� U REMOVED o > Q = COARSE, 2.5 INCHES (MIN) BITUMINOUS CONCRETE TYPE 1-A BINDER COURSE, 12.0 INCHES PARKING EXISTING UGHTPOLE '' ! w EXISTING EDGE / LP Q41 '' ': COMPACTED GRAVEL SUBBASE (WHICH MAY CONSIST OF 4.0 INCHES MAX. PULVERIZED !I 1 °C - OF SIDEWALK ! # 2 2 3— 231 Derby Street 0 ASPHALT). IF IN-SITU GRAVEL IS USED. THE CONTRACTOR SHALL VERIFY ITS SUITABILITY W EXISTING / TO 8E REMOVED v ---_._____-_ / r- (! F ; ; TO REMAIN '� F- AND REMOVE ALL STONES LARGER THAN 3'. GRAVEL SUBBASE SHALL CONFORM TO MHD M I MARINA !I i � RELOCATED UGHTPOLE � - > IiQ PRIG ATEER" and Lu M.1.03.0 TYPE B. % / / 47� - Y � i ! REBUILD EXISTIiNG SEATING AREA. I i / / - - a # 23 Congress Street U 4. L1S��: EXTERIOR LIGHTING FOR THE PARKING LOT ADJACENT TO CONGRESS AND i : FILL. GRADE TO BE FLUSH WITH 11 LP / -_% - i 1 �-i OF F DERBY STREET ARE UT BY THE INSTALLATION OF NEW 17 FOOT TALL ILIGHT POLES 'PERIOD 3 ?' ADJACENT SIDEWALK. REUSE i ��-- / - ! Salem, Massachusetts• i GRANITE COBBLESTONES. ) v / / 1 YLINDEN II OTT IAN LIGHTING ILLUMINATED WITH A DOWNWARD DIRECTION. EXTERIOR LIGHTS SHALL BE MOUNTED W / I ; 1 - �'•.L �.' i'L BRtcK STEP //��/�//��///i�%/ / /' P TROyVICZ W D t ! I ( �,{i � I / ` Y ON THE BUILDING TO ILLUMINATE THE FRONT AND REAR OF THE RETAIIL BUILDING AND N %/ /, I _�- ___ .- _____ „__ /�// / / 0 CML Prepared for. PickeringWharf RealtyTrust 978 740-6990 U HOTEL BUILDING. FINAL SELECTION. LOCATION AND SPECIFICATION BY A LIGHTING i i 1 ' ' - i l %i/////� / " <, No.33658 y p 84 Wharf Street, Salem, SEATING ;! r i MA 01970 O o - RIV- -FRONT INTER ( I I _ / EXISTING UGHTPOLE 0 '' �' O CONTRACTOR. Z FUTURE WALK WA Y AREA LP ;t; Date: May 26, 1999 Revised: Jul 21, 1999 & October 24 2000 2 N t — CAAITILE -- _ PRETiVfE ;> TO BE RELOCATED y Y ED W --- -- - ---�]� L�j NAl W W b - WA /ALK + 0 • 'C0 rn �. I' _ _ – CONSTRUCTEp SiM A�PURSUAN� I ULT TO � "ARBELLA" 4"CEDAR /11", PLDE #99-04 Scale: 1 = 20 Sheet 4 of 19 N i i � �C l l AN �'1 Q DUS WITM HOTEL__-_ — --- , / 8"MAPLE •J' j PATROWICZ � � , // �� ��� } '� < j LAND DEVELOPMENT ENGINEERING 0, �4 PIVER .� , LE o +, \ _� �� , i �; ,"�ArLE ! 60 Washington Street, Salem, MA 01970 OL U LAND UNDER OCEAN \ %� 1 - (978)745-2288 1 / t, 6"MAPLE J ! I i _.._. —_ - I I Ii _ —I. ., __1- - - _ -_