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64-254 - 190 BRIDGE STREET - CONSERVATION COMMISSION (002) i DEP 64- Z Plans -- \ i ' t I I 3' MAX EL-10.5 /, / f TIMBER I UNDISTURBED NATEWALJ ��. •.,` ! TOP OF ' ! 3 0 UNDISTURBED ff `I rte_ EXISTING / f / ! ! PILE CAPS � /� c ,/ ��� • O / I TRENCH DRAIN - � '/ TRENCH DRAIN DETAIL / •� ; / '' '� �� 1 c r '\ NOT TO SCALE A / 1 6 / f I V 4P L ., i G x`\ i PLAN REFERENCE NOTES �' t •r ^,-'� , ; - ' p f 1. EXISTING CONDITIONS INFORMATION, PROJECT BENCH AND PROPERTY ! ' 1 % / � � LINE METES AND BOUNDS TAKEN FROM -PLAN OF LAND, BRIDGE STREET, �w`� Cs' Fr•,' f'/ '�I' i •- ,- _ r 0 �? U SALEM MASS.' DATED JULY 19, 1996. PREPARED BY 07TE & DWYER, INC. LAND SURVEYORS, 196 CENTRAL STREET, SAUGUS. MA. j ✓ �� r j/ t - _ f �/ / �} ' `Z'' \ BENCH MARK: USC&GS AND MASS. GEODETIC SURVEY DISK STAMPED I d l R NO. 37A-26.469 SET IN CONCRETE MONUMENT 1' BELOW GROUND. 1.\/ r; r d -`� c� o LOCATED 25.9' SOUTHEAST OF THE SOUTHWEST CORNER OF THE V Ti fr / %� \ / -'- �t / ESSEX COUNTY COURT HOUSE, ON THE WESTERLY SIDE OF WASHINGTON STREET, AND 4.4' NORTH OF THE FACE OF STONE RETAINING WALL ON O/ r4 ��tk� o t �C) THE NORTH SIDE OF FEDERAL STREET. nn� SHOWN AS RM 5 ON THE F.E.M.A. MAP FOR SALEM, MASS. I Qs� / ` r�' ELEV.= 26.65 (1929 NGVD) \\v\ Gk o /10 �� ° �/ /T ; G, - CONTOUR INTERVALS ARE AT 1' ON LOCUS AND i 2' ALONG RIVER SLOPE, BASED ON 1929 N.G.V.D i 0.p i C(-) v J \ ✓ `___ -l- I^ i t le R` �'' � t'G, �` j \ ` (�C I •yer" * n v ' /j cb, \ \ = '9 ! - / _4 (RATE \/A_.VE G) / VilTH CURB BOX � - �c c �_ :..>! T( ORM 9 iw 9 ELE =10.5 05N ID I ,p±�� i.,,\ ;F F•`��i- "./- r1\ G� ��O' I- l r` -t"� Ii �",� '-'h\ � {1✓ '.1(� e .lY\`V'., 4ry`�r� � L- r` Cr1 tV GJ� 3 I 'l `"t'_ ,�,�1 1•'ri.I�`� .l a- ) '. fv� /"yr /O _ \ / r - /(�L- ( � `\ \ J `l ° �.. `' ^y f r' I! Tn r ry� (TRA-,,-- 0 ? 3 \ ~ WALL=: 0 / ,\ �1c \ \f (R` Er _ J C- 4BTTo / ! H.•✓K- IBO ! )91(54R y I _.. r i q� It \.�`� ` 1,01 V c`l`,_. ( E BLOC!'\ - T'""-i- ' TEf2 EF TtNti az �`ER=- ~ 'f _~` ^' - '^ ✓° Ey b 2 . 5 Hk r it 1$ CIN NN _ TOP OF PILE CAP EL= I \� `� � \� � o��-' JTORY COaCET� B .00K v = i \ ( `. a Fs + ° ° � TOP ;AFF PILE EL=5.96 \ 1 f `TU,<Y \ � a -' TEL F2A{\/1c ,aN I_ .^--K WAREHOUSE f I I r , _ U I E rn I \\ w j I RAILROAD TIMBER a G I SEE TRENCH DRAIN DETAIL rM1, \ Y '. •; i \ ` i \ GG .\ y ) ? z tai i a ilk\ ' 0 \ t Ito i 'G-, i \- Cry %// ('i`� / '� i I `'"`' �=`� , `�.✓ i \\\ \�'' i 1 � ` ! L - - EV.=10.x — — - - - - - - - - - - - - -� �-` \ jam — v a 10 10 `\ - t �T ::_ - I1 I �; Y� i E� ;� d=r s` •�l `, \ I uj -119 tl�\Z_ -A v\ -HOWARD (3) STORY ot �t ; v+ STREET �'' i! i ! ALL ME' L t I I CONC. $ R.�t \I �,p v f ! • GRADE TO MATCH I 1 �- i \ Ld BLOCK n SURROUNDING AREA �' � r1j A. v,r - Y j [V� \ I ± 1 t CL ell i �1 0 / , i i �; / —' r / / ',I( !i VY �✓ 1 / h r, ,.� ° 1 ONCRE T E �Lc}�. .- ER f SLAB ON GRADEt - T \" - _-w BROTHERS' V _ T i f ` I—I % ~± :I ` �; ; I. _ \ r.•_�=--' `— J` y / =•�--'- ` ! . )t /r i NOTE. BUILUING _�#10 � � `s �, 11 �} fic/aR�\ ��' -_� _~ ` ; ✓".� ;wa �. �� - 3ALE1[ YA33ACH3ET'P3 I O \ I T 1 '� ` �:5 :?:i ' ! I 1eV. �. V,j f f i ( TIAs 2} : 4�v0 5 rK GUARD RAr• F1 OOP SLABS c,R\ ,.. r r GRADING PLAN v�!�., —APP. OX. AREA OF r` ) a FULL BASEMENT P c ! itc t raLS NAiS�R-. a _ SA E` 5,01 - _ Y rr 'iIIi ti{i''- •`-r`—;'------,-..n_--_�..-'•—�=�_.i_ — Ji— .s-l-c.4TL�—a,J.� _..._t;_I. FT'f -- { #3•I ��F . va. •�T�� 3' i . — — i.J � . it n+ fi. S +O�'''R(c . ALV CID ASSOCIATES INC. AKFLOW ASECON(EECAL A IIU97RWDEGi� . M - �METAL SHED° � / 280 SUMMER STREET: ' ./ te BOSTON MASSACHUSETTS (817) 443-0400 <10NCR 7 " I , .._ . CRAvT- o_ DATE 5/1/97 SCALE 1" 40'r {! , 1 20" MATER v I' _.... ___ y"I DRAWN DJA CHECKED KW t y1; W W 20 WAT=R W -f~� -J 't c , 961181 f v1 A E O - _ Wt�yr' �. W --` ��W ---`� ��- W 6 WAITER T NN � JOB NUMBER O r ` I� (R,) , ! I I i 1 i i 0/ AREA TABULATION EXISTING FLOOD STORAGE VOLUME f / / / / / / / / //°/ SURFACE CONDITION AREA ACRE ELEVATION VOLUME / / / / / / / / / /`� r �° ROOF BUILDING 5. 0 FROM TO CU . FT. f / j / f / / / / /i \° Q PAVEMENT CONCRETE 7. 4 6. 0 7. 0 188 / / / / f / / / o/° / \� GRASS(POOR CONDITION ) 7.0 _ 8. 0 _6, 934 / / / GRAVEL 2. 4 8. 0 9. 0 92, 762 r / / / / / / / // /,0 1 r TOTAL LOT AREA 14. 8 9 . 0 10. 0 245, 072 r r rr r � / / / V) TRACK / / rn / / 16r 00 o/ iNl� / / a Of RISER j°� I I �t�, 1 . EXISTING CONDITIONS INFORMATION, PROJECT BENCH AND PROPERTY TYPICL SECTION AT O �� �� //r /i __ � � . f ! LINE METES AND BOUNDS TAKEN FROM "PLAN OF LAND, BRIDGE STREET, �r/ %% - % / \ SALEM MASS. DATED JULY 19, 1996. PREPARED BY OTTE & DWYER, INC. SEA WALL d��� /� r�. ! j ! ° I - �� � LAND SURVEYORS, 196 CENTRAL STREET, SAUGUS, MA. // 1 / `tI 1 �;' �� / // / °' �\ \ BENCH MARK . USC&GS AND MASS. GEODETIC SURVEY DISK STAMPED // \ o \ °\ \ NO. 37A- 26. 469" SET IN CONCRETE MONUMENT 1 " BELOW GROUND. \,6, � /// / i f v / ° j °���`° LOCATED 25. 9' SOUTHEAST OF THE SOUTHWEST CORNER OF THE _ rL ESSEX COUNTY COURT HOUSE, ON THE WESTERLY SIDE OF WASHINGTON ' STREET, AND 4. 4' NORTH OF THE FACE OF STONE RETAINING WALL ON \/ f o.� 2 THE NORTH SIDE OF FEDERAL STREET. SHOWN AS RM 5 ON THE F.E.M .A. MAP FOR SALEM, MASS. — — 0 ELEV. = 26.65 (1929 NGVD) h +�\ \-j I CONTOUR INTERVALS ARE AT 1 ' ON LOCUS AND Glb o \ I 2' ALONG RIVER SLOPE, BASED ON 1929 N .G. V.D P _ 4 �o °o PROPOSED`' HAY BALES qp C co 1 _ _ moi,/ � -9C , ` �- of / E.,�_.;-- � °� \� F A . CF; AA T M Ll \0 0 Xcz 0 PLATFORM u, ` PROPOSED HAY BALES AT` p- = ° ALL DRAINAGE STRUCTU 34 � ` ,. .� \ + \ ����-. C1<•2� � �, N 6 5 8 �� TYPICAL ° S , 0\ ` SRP i r / 1 , �+��-,o ` (b \0 2 6 P go�� , %/ J � % TO BE DEMOLISHED _ TOP WALL– 12 .33 �/� 1 �r 5 ti o BOTTOM (RIVER)= _g �` gg� k Js BOTTOM (TRACKS) � / / \ \ _ — ( ) STOR ? 6 . 79 03 o o CONCRETE BLOCK �i LA ° � �\ ° a °s° + \ �/ f --"* �3 k, PROPOSED SILTFENCE AT FIN . FL . 12 . 5 \ � / ° ; ALL PERIMETER CHAIN — - � \ LINK FENCES OR AS OFFER 100 B © � TO `BE DEMOLISHED / �a o, � DIRECTED BY ENGINEER r _ TO BE DEMOLISHED �' /- t � ; STORY \ ' ' TYPICAL r S J110 � a,� f � � STORY CO:JCRETE BLC - COQ :._;. BLOCK ° WAREHOUSE TO BE DEMOLISHED L - \ ooco I 61 O/c' z S�ORS ems ° 0 .— I .__ 10 0 . „// / ` ,f ' -- -- o; o OLi C7�3 0 Z C' / o �'` ��_ 6 — HOWARD t ,. i10 z / o / PROPOSED SILTFENCE AT / / � / / — PROPOSED HAY BALES AT }� ` J � -`1 STREET f l Com' p (3, '�C`,F1' �. o "'�--- ALL PERIMETER CHAIN I 1 ALL DRAINAGE STRUCTURES c5 w + \ , I o TO BE DEMOLNS-H-Ep LINK FENCES OR AS l / TYPICAL DIRECTED BY ENGINEER ',' y ' / o w J lLf � TYPICAL °� , J' f O pyl .. - C` o ' ` _' i - r �--- -�o� ° ' PARKER - �; � �- ® � f ® t W % CD ° .., .,. BROTHERS z + J . 2 , G ) I \ 1 NES �1 y SALEM, MASSACHSETrS x }, O� ` � / m PROPOSED SILTFENCE T O E t , ,a�{ \ ALL -PERIMETER et .Afl - SITE PLAN a = o I J 4 w 3.i oPa ti o ° °--�- 0 - 0 - W = LINK FENCES OR AS W 2 \ a DIRECTED BY EN_GIN_E R I� ; 6 �g' �, : � , / ,o D 'el , SA CDD +0� CID ASSOCIATES INC. x TYPICAL - - , COYY66CIAL @ [NDUSCNIAL DESIGN 280 SUMMER STREET r L BOSTON. MASSACHUSETTS (817) 443-0400 LLJ 4D D a' l7 W — - — tL , - DATE 7/25/96 SCALE 40' Z O t \ y GRANITE O 1 O �_ _ ��� U 0 DRAWN DJA CHECKED KW 1 � ) 1 O 96118J _ 1 O / I J06 NUMBER Q Q •� ❑ 6`3 BRIDGE ., dO W / O O O Z Q CD i 10, .41 Z / �. ► 1-1 c^Vn .01 3 �� BVR� / PROPOSED • H•AY BAV4- \ �� �y A -c: � % �'♦� & rTF ! \\ J � / \ . 1Z DMH \ RIN 13.-- 000.01 NORTH RIVERLAJ- . 9 / d LLJ i \ � " N / o z W � d 1-40 oe � ----` PROPOSED SILTFENCE -- --- AT CHAIN LINK FENCE .' \ -- \ — -- TYPICAL � + PROPOSED SILTFENCE \ i - AT CHAIN LINK FENCE \ � Buff i TYPICAL 100 .00 TO BE DEMOLISHED / QO ' TO BE DEMOLISHED l Q\ - - - N N «• J 7 W mW W m m o o \d h. \ ./ La ' W�Mr`� m p WoNC+ \ m�4' D NES ^ \ ARM MG� �S• \ Q ntN _._ MLI -� n<<I� ;Fo�? i 10 � \ ------------- my fAi\ J L / 6 '_l �� J I I O 1 E O rLiro Jd ' N j W \ o 00 m TO BE DEMOUSHED PROPOSED HAY BALES AT I z o ALL DRAINAGE STRUCTURES o TYPICAL rg --{ W \ Ln \ m GENERAL NOTES u1 i + TO 3E DEMOLISHED \ Vol 1 . PEFERENCED PLANS FOR THIS DRAWING JA ARE AS FOLLOWS: A. "PLOT PLAN",DWG. A-1 , DATED NOV. 5 1956, t � ,.i \ PROPOSED SILTFENCE ; �—r' _ REVISED 1 /11 /57, AT A SCALE OF 1 "=30'. � B. "PLOT PLAN ,DWG. Y. 121 —A-1 , DATED 11 /15/68, REVISED •5/29/69, AT A SCALE OF 1 "=40 PARK'NG I.b' J � ` .� `\SNEP � C. "SITE PLAN",DWG. Y- 1 , DATED 1 /18/72, ' � ' SD 9E—VLAO REVISE-D 4/19/72, AT A SCALE OF 1 "=30'. TO BE DEMOLISHED q D. "GENERAL PLANT LAYOUT",DWG. C-001 , _ DATEDE 2/20/75, REVISED 5/20/83. PROPOSED SILTFENCE AT CHAIN LINK FENCE TYPICAL / Ov�� PARKER I PROPOSED SILTFENCE ' - - -�REElkR BROTHERS x X L©[ BR�pGE SA , MASSACRSE TS X f SITE PLAN BRIDGE STREET( ROUTE 107) ., CID ASSOCIATES INC. x CO�ERCLLL, f DiDQSRtILL DERION 280 SUMMER STREET Bc 9:'�'�. MASSACHUSETTS (6:7) 449-04w 6' W M rn DATE 6/28/96 SCALE 1" = 40' z DRAWN DJA CHECKED KW w 96118J Z a :OB NUMBER x a � w � — w � Z D 1z m 0