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64-194 - PICKERING WHARF - CONSERVATION COMMISSION (002) DEP 64- 194 - - — --- - - - - - - - - -- - - \ �� Plans l � N 5543n.3N 564375.2 WAR E )65365.2E E 7666N.4 CELLULAR STEEL PIU SUE SHEET55 //_YI.�/ 1 1 1 1 1 1 1 / 1 1 1 STA. 23.96.84 �� —1 --------_ TA. 17.5245 STA. 17.32.67 �� _�---- — — -- � 1 ----6-- --- 1 -_---- N 55430fA 16+45.9 SSA, 5 HPTCHS / / TO EL ' F 786640.5 -13.0' �Wn/ to STA. 14+66.25 \_r��---- 12.00 `\� \ 1 -- -__ ---a---� — 0 22� i SOLUTION BOOM WN 13f00 11f.1152.22 22 10- ✓ -A- -6 \ Q 6 .] 11.6 _ /- lr_ .��__ -- STA. 6a24.03 momv BREAK MARINE PAIL AV 8476442 ,J.O yh{ARF STAEND / BREAK IN STATION 13.93.21ST +9J.01 T---- ' START STA. 14+46.00 N 554236.p1 CE NTR e E 763493.26 FM D RAP I BELOW HON -110 T 0 .55423206 RIP RM PART.PUN FOR RIP RM IN ON SHEET I STA.5.620) O� / 666 5. SEF SECTIp!A ON SNFET DI I 171 12 y STA.0.50.40 NOTES, I. ENTIRE PROJECT IS ARCHAEOLOGICALLY SENSITIVE AREA- STA.D. SEE SPECIFICATION SECTION CUM EXISTING HARROR BOTTOM, SIDE SLOPE TOE O<SOE SLOPE EXISTING XARBOP BOTfgA 3' -TOP 3'OF DREDGED MATERIAL SNAG BE DISPOSEO Of AT A 3 MASSACHUSETTS-APPROKO LANDFILL BY TRUCK. WD(1 diEDGE TO-13' 0'ATHME MACHUSETTS BAD MATERIAL YDISPOSAL SIM(MBDS)BY BANCE. bd SCALE OF FEET SECTION — TYPICAL SIDE SLOPETABS T6E4 T 373 NOT TO SCALE 2500 OO D1 DREDGING PLAN PH nEvex I NO. rtp A "'�. TAMS R"�APRIL 12 _ of. I OOl-9Z6 D r� I HEREBY CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS S'� R AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW ~' pHglyl HORNS„ "B0�lIOITC� FOR DIVISION OF EXISTING OWNERSHIPS LJ OR FOR NEW WAYS ARE SHOWN. Ld SMH REGIsTERED LAND U VEYOR ~ "PICKERING' j� DATE: / (� THIS PLAN CONFORMS TO THE Zpe n RULES AND REGULATIONS OF W THE REGISTERS OF DEEDS. E ,� GG - / M �2 C7 Q SMH G �' PREPAR�� DATE �o O CB CB Z ,� Z D z "TANCOOK ` al(L CRESCENT" 3 SEE SHEET 2 D_ ` CB DMH •WG CPD SMH B " %R BARK ftm-IRAIN DMH 'TOPS GENERAL NOTES: 12' G ©ESN TNG TSA p wwi• BENCH MARK USED: PROPERTY UNE CB CB HYD oWG � TIDAL BENCH MARK J19 AT U.S. CUSTOM HOUSE ON " DERBY STREET ELEV=13.695 NGVD (18.08' ABOVE MLW) ' SQUARE 4 rr pROP uLL i THE ELEVATIONS SHOWN ARE BASED ON MEAN LOW WATER. to W RIOOE� I 2' p �tCIA EX' ERS AWAY THE ELEVATIONS SHOWN WERE TAKEN AT THE +' SYMBOL co MH O CB C C IN THIS � EXISTING CONDITIONS ARE FROM A TOPOGRAPHIC SURVEYQ SMH R w E r DONE BY RAYMOND C.. PRESSEY, INC. IN NOVEMBER 1990. y ti C = WG.yyGat UNDERGROUND ELECTRIC, WATER, GAS, AND SEWER a CL C3 SERVICE LOCATIONS ARE UNKNOWN. USE EXTREME CAUTION DURING EXCAVATION TOD N GG ! O+ C 0 AVOID DAMAGE TO UTILITIES AND PERSONAL INJURY. \� • Zr�� ;, CONTRACTOR SHOULD CONTACT 'DIG SAFE' AND EXISTING STONE SEAWALL " ELl-A" ?G • f O OWNERS AGENT FOR APPROXIMATE LOCATIONS OF o ARB GG DM SMH 0<" • N� . UTILITIES PRIOR TO EXCAVATION. Or) 00 0Z Go oo R DRAIN It B CB PROPORDAMI Qs- ALL FLOATS SHOWN ARE EXISTING. NONE ARE PROPOSED. y a o y — DM CP CB �r `�.00FFE I;��' � THE PROPOSED WORK IS ALL WITHIN FLOOD ZONE A4 �-- E zd p INGO AWG GRASS c ELEVATION = 11 N.G.V.D. = 15.4 MLW �oozE w �� TMH•G•RD1MH 17'RC�N CB �T�, XIpSp�µO E TR-,NgE v O o m .° v ° MHO OMH } `I' WR 11� �jC7�CEpGG C Q USE 4000 P.S.I. CONCRETE FOR ALL FOOTINGS. _j 00 S p G GRASS \� L N REP CONCRETE FOOTINGS IN THE WATER SHALL BE PLACED y- ° m THE z BY USING A TREMIE PIPE. o}ug C3 g H MH R/ O ,N ELEC n CONSTRUCTION NOTES: W rcpl oin-,v, a "GENT00" ck o CAIIff 5/ �0 MATHS V ARMC SEAWALL ' N / SMHi BETWEEN POINTS "A" AND 'I � ocZ C F / � FLOAT ILL o N — DRIVE SHEET PILES 2't OFr • HE EXISTING WA.! _J a ooh qUy B,p � cz m Tve c-XISIING WALL W^ 5rn O S'E" �C� — PRESSUREFWAs UNDER THE EOs NG WALL WHERE POSSIBLE. PALACE .R EXISTING WALL AS NECESSARY. Q w m } Z °G, �� 9 n L N , . A ONSTRUCT CONCRETE WALK AS NECESSARY TO MIATCH EXISTING v� � CO Q4 R�4/v O �O ILE o TV% Fn �S RF NCR o/ DTV �y ,z� BETWEEN POINTS "B" AND "C": ® B�/ c�?E. k. c � � C7 --'`' — PLACE WOOD FORMS AT THE BASE OF THE EXISTING WALL 7/C�4O R — PRESSURE WASH EXISTING WALL P Fps �°p — PLACE CONCRETE UNDER THE EXISTING WALL WHERE POSSIBLE x/�/,yC Hof ,a RC� OZ+ p I =y i — PATCH THE EXISTING WALL AS NECESSARY. k' 000 kA( 0 �; R9/ o BETWEEN POINTS "C" AND "D": TOH Mp4�+k/ Plp — RCHINK THE EXISTING STONE WALLNASURE WASH THE EXISTINSTOEWN NECESSARY. �ArQ '� NOUS pq kor AWG �i y N BETWEEN POINTS "D" AND "E" : � y� VZ i r — REMOVE LANDSCAPED AREA, CONCRETE WALK, AND70 � tx. _ BENCHES AS NEEDED. O,p/�.� l: OF LIN Q of ��ytN Of +�l GyG — DRIVE SHEET PILE COFFERDAM. �` t — REMOVE THE EXISTING STONE SEAWALL FL S. 3 d y v jF WILLIAM RAYMOND — DRIVE SHEET PILES 2't OFF THE EXISTING WALL yF i CLARKS ' p T LANPHEM JR. y r PRESSEY • I1:/S� {D — EXCAVATE FOR NEW CONCRETE FOOTING. p/�. " y N� ,y tr REST g — POUR NEW CONCRETE FOOTING USING 1REMIE PIPE °P — BUILD NEW STONE WALL _c S '�HO� — BACK FILL WITH CLEAN BLASTED ROCK. v f�/ p'4tCyp ��sunVE� . /� /f9� ss,onA — REPLACE WALKS, BRICK POSTS, AND WOOD RAILS v TO MATCH EXISTING. Th, f NC s BETWEEN POINTS "E" AND "F"': — PRESSURE WASH THE EXISTING CONCRETE BLOCK SEA WALL — PATCH THE EXISTING WALL AS NECESSARY. LEGEND: R CB = CATCH BASIN �oqr WG = WATER GATE PLAN FOR SEA WALL REPAIRS GG = GAS GATE PER D.E.O.E. LICENSE NUMBER 438 DATED APRIL 1978 DMH = DRAIN MANHOLE MH r� SEE SHEET 3 PICKERING WHARF EMH = ELECTRIC MANHOLE Al SMH = SEWER MANHOLE n TMH - ��1�HOLEHYD SALEM , MASS , 0 SCALE 1" = 40' NOVEMBER 27, 1990 0 OWNER: PICKERING WHARF CONDOMINIUM, ET AL RAYMOND C. PRESSEY, INC. PROFESSIONAL LAND SURVEYORS & ENGINEERS FEET 156 BROAD STREET, LYNN, MA 01901 80 40 0 40 80 120 (617) 598-9561 925-100 12/05/90 1:45 PM SHEET 1 OF 3 i o o�= 101-06 " PICKERING" 0TESTWELL W�, r--- !;;� UKWHzO W 3�3�WQ•ac_., 41 aW oz GG 5.05 PROPOSED Z 3 i o .5(n N GG -' MATCH STEEL SHEET PILE F z 0 a EXISTING COFFERDAM TO BE R MH 14.87 Q3 3 �' Y GRADE REMOVED AFTER z o z m o INSTALL NEW BRICK POSTS INV=8.4 a �m Y 16.2 Z 0 m Y CONSTRUCTION 1' MINIMUM AND WOOD RAILING TO 0 14.0� 20� � o m m 14.0 � �� GRADE FROM TOP OF WALL 5.0 \ S PE MATCH EXISTING o m o o v m 3 TO BRICK WALK t- 1 /FT INSTALL T0STREET 1 BE REMOVED "~ -y GT;ANDRITE BLOCKS 14.70 C -13.1 LOAM AND SEED FABRIC v4 13.1 PINNED TOGETHER AFTER CONSTRUCTION FIL Z MHW=9.0 > v FLOAT MHW=9.0 BACK FILL WITH p LIGHT® GRADE FROM BRICK WALK TO BLASTED ROCK ATTACH SILTATION 16A NEW CONCRETE WALT( RUN BLOCKS �p4 2' CURTAIN TO FLOAT AND0 14 51 EXISTING ROUGH STONE \ N DANGER OF COLLAPSE 5++IS 0 WALL IS MOVING 0C, Z. -+1.0 DURING CONSTRUCTION (Y MLW=0.0 TO BENCH MARK SET: 5IGHT -3_ TREMIE i 0 �-- 14.31 t EXISTING BOTTOM FOOTING 14'27 5.40 1�„ FLANGE BOLT ON HYDRANT -s.o p wEEXIS IXIS CONCRETE p p .;`3 TING BOTTOM 4.3pv p \ UNDER "ER" IN "AMERICAN" EXCAVATE TO SOLID BEARING -6.0 L ELEVATION= MLW MATERIAL ROCK PROPOSED WITH W 9y SECTION 13 - 13 WOOD PILES PROPOSED SHEET PILES �► � 0�` 6 ON CENTER TO REMAIN IN PLACE Nb SHOWING EXISTING CONDITIONS DRIVEN TO REFUSAL AFTER CONSTRUCTION CB r k AND CUT OFF AT -1.0 7j , 2 RIM=11.0 W LD» SCALE 1 " = 10 l STEEL SHEET PILE 5 INV=11 A Q 16.03 �� SMH WM=1 .80 14.45 EME► ` THERE ARE NO TEST BORINGS AVAILABLE IN THIS AREA iv RIM=13.94 INV=11.0 » p I� RK /������/ PROPOSED CONSTRUCTION TO BE EXCAVATION ED OR CHANGED, N INV-8.7 13 8 D h O r c„ If NECESSARY, AFTER INITIAL DfCAVATION [� 0� 13 ' 15.3 " TGPSURGAJNT a 'Vp 13.35 SECTION B - B G. ^� �k. may. 13.85 REST A w" X6.00 1 2 ^ S}IEEt PILE S SHOWING PROPOSED RECONSTRUCTION BETWEEN POINT D AND POINT E -15.69 �M6,592 G �., �,, PRµRSO coin SCALE 1 10 gyp „ __ , 92 INV=12.4 �o WG h 0 '. '° FRO 40327 �4. i� 13, LIGHT 132 .,p (,I-• 3.0 �� Pi ,N 16.20 c% 9 =0 63 9 T c o ? s o � (A t10 o GENERAL NOTES: n r � 13 60v o 15(ING BENCH K TIDAL BENCH MARK #19 AT U.S. CUSTOM HOUSE ON � � 9 J .c, � oA �` � • `.ti �R� w� PILE DERBY STREET ELEV=13.895 NGVD (18.08' ABOVE MLW) CON tO, Z R SER .116 THE ELEVATIONS SHOWN ARE BASED ON MEAN LOW WATER. w ` RNV=10.51 tJCISTING WALL TO BE THE ELEVATIONS SHOWN WERE TAKEN AT THE '+' SYMBOL 12" RCP a 12� RCP WASHED AND PATCHED EXISTING CONDITIONS ARE FROM A TOPOGRAPHIC SURVEY wi5 CB f Rcp DONE BY RAYMOND C. PRESSEY, INC. IN NOVEMBER 1990. � e KIM- 1 74 AS NECESSARY '+s .�°, �25V990 Li► INv=i S.1 ce PILE %T UNDERGROUND ELECTRIC, WATER, GAS, AND SEWER RIM=13.30 `�8 0 '? 6 SERVICE LOCATIONS ARE UNKNOWN. ,,p C Y �' 1589 13.54 INV=10.0 o 6 � USE EXTREME CAUTIONI DURING EXCAVATION TO Q 3 5 a ' AVOID DAMAGE TO UTILITIES AND PERSONAL INJURY. 6 0 CONTRACTOR SHOULD iCONTACT 'DIG SAFE AND 1k2 14 -p P ply -n OWNERS AGENT FOR APPROXIMATE LOCATIONS OF 1594 R mAr -0 �_ 7D C UTILRIES PRIOR TO EXCAVATION. t�4� I sf 90 C-4 X700 ,� "D y Z �\ ?� co m O n O Z N ALL FLOATS SHOWN ARE EXISTING. NONE ARE PROPOSED. O (-) 13.39 THE PROPOSED WORK IS ALL WITHIN FLOOD ZONE A4 r. VJ Q0 ti 3,3 4. rn O � = in �4 ELEVATION = 11 N.G.V.D. - 15.4 MLW ==es=F THIS PLAN CONFORMS TO THE 14 28 'b0 LIGHT VI ? ,�P 3 ZO 7- 7- �� 0 Ln O USE 4000 P.S.I. CONCRETE FOR ALL FOOTINGS p�Z'I�E1� RULES AND REGULATIONS OF '� GRASS 15. 6 ' _ ter^ PILE 70 N p co CONCRETE FOOTINGS IN THE WATER SHALL BE PLACED � � Ems`` THE REGISTERS OF DEEDS. 14.28 ��G 0 © g -7.5 4 BY USING A TREMIE PIPE. R MH 14.02 499 s TREE SRJMrti,� o �► CONSTRUCTION NOTES: PREPARER '% DAfiE G 4• BETWEEN POINTS C" AND "D": PROPOSED 'nN �� r 0 O O - PRESSURE WASH THE EXISTING STONE WALL 13.80 �0�� 11 COFFERDAM ' ,�5 J - y Z O - RECHINK THE EXISTING STONE WALL AS NECESSARY. N aJ �I- + ts.fi D r�*1 P11F BETWEEN POINTS "D" AND "E": I HEREBY CERTIFY THAT THE PROPERTY .� _7.9 - REMOVE LANDSCAPED AREA, CONCRETE WALK, AND LINES SHOWN ON THIS PLAN ARE THE BENCHES AS NEEDED. LINES DIVIDING EXISTING OWNERSHIPS y, P�' "8� MONUMENT s PIER AND THE LINES OF THE STREETS AND yy� WRIT PLAQUE �14.14 lg � G0 d��$ � '" �, G WODD E - DRIVE SHEET PILE COFFERDAM. �¢ �R o� �° ��4e I EXISTIN 5 TO B G - REMOVE THE EXISTING STONE SEAWALL WAYS SHOWN ARE THOSE OF PUBLIC OR �� G 14.56 ., 11-E IN - DRIVE SHEET PILES 2% OFF THE EXISTING WALL �� �� 12' RCP oRAIN a = q REMoTRD llOo THEN - EXCAVATE FOR NEW CONCRETE FOOTING. PRIVATE STREETS OR WAYS ALREADY 74 '� a 4�8 0ti `(. 1 8 '° } 17.0 1326 - POUR NEW CONCRETE FOOTING USING TREMIE PIPE ESTABLISHED AND THAT NO NEW LINES ,414.40 ^ 1 G .FREE A. GRASS o W z ^' CO - BUILD NEW STONE WALL DIVISION OF EXISTING DMH 14, BENC �� OUTLETS W � w 10 RE�h�E ORRFOR NEW WAYS ARE SHOWN. ERSHIP - BACK FILL WITH CLEAN BLASTED ROCK. 54 °i � G+ Y < m PILE - REPLACE WALKS, BRICK POSTS, AND WOOD RAILS 14. ,> 14.51 �Re 71! (n �, �5 3 �¢SSto o 1ka� OUTLETS a m .y�'k _0� 7D x 13.46 TO MATCH EXISTING. 15.22 'i 9 uTLETS �A 1 8 O ts.2EE 16 8 O } 0 i�i PIs BETWEEN POINTS "E" AND "F": REGISTERED SURVEYOR Y e� GRASS •.°j EE car: <� L u►Q o m z Q - PRESSURE WASH THE EXISTING CONCRETE BLOCK SEA WALL DATE: 2 S 2 M hNH�,9�M may, n- _ �? _ -1.5fn y� O O - PATCH THE EXISTING WALL AS NECESSARY. aQ� ���C 1;5.8 `� G SIGN 16.5 EBlOEXC s 0. �.5 GO s 1 �, -3f�' 1s.` o Zv o LEGEND: n 6 1 5 ),. 0.5 Cf n Oen ((( ))) A ? Z r 15.26 �� ��' o�^ 70 TM r CB = CATCH BASIN O% , . SMH tr 2,8 f V11 N WG = WATER GATE •o r �'y RIM=15.4 °' zy . 0 1 m GG = GAS GATE 1 a' tO 0, INV=11.1 * ILEO 7D9 Z_y PILE � MH = MANHOLE N .o' HOLE 15.10 ,'r`9S d 'L1 ti Z -7.9 ° EMH = ELECTRIDMH = DRAIN C t'T�► .I SMH = SEWER MANHOLE 3.2 5 O O TMH = TELEPHONE MANHOLE PLAN FOR SEA 'WALL REPAIRS n C� key 5- HYD = FIRE HYDRANT PER D.E.O.E. LICENSE NUMBER 438 Rry" Y = �o , 141 03 :9- DATED APRIL 1978 1 PICKERING WHARF T� !MATCH yLINE SALEM , MASS , � p o SCALE 1" = 20' NOVEMBER 27, 1990 SCP �/ OWNER: PICKERING WHARF CONDOMINIUM, ET AL SEE SHEET 3 r-� RAYMOND C. PRESSEY, INC. FEET PROFESSIONAL LAND SURVEYORS do ENGINEERS 156 BROAD STREET, LYNN, MA 01901 9'•'r!� 40 20 0 20 40 60 (617) 598-9561 925-101 12/05/90 2:30 PM 2. SHEET 2 OF 3 PROPERTY LINES-�� " ZOL-S"66 FROM ND CO RT //��" PR� �a r fy BENCH MARK SET: EXISTING B ELI,.H EER STONE SEAWALL " QR cc FLANGE BOLT ON HYDRTANT FLOAT UNDER " ER" IN "AMERICAN" cc ELEVATION=16.90 MLW DMH CB Tt -} 13.80 12r CB INV RCP ® X RIM=1 .344 INV=5.0 21' RCP ®- X38) IN V=10.3 Ca RIM CB W0 WG CB SEE SHEET 2 � ��oz � = O RIM=16.05 � �Rp� RiM=13.51 m m an N rn F- O VENTD A•29 �, A INV=9.8 IS E�Z E 3 3 J MH MH TMH b O �k' �`®.�141 ,y0� z Z rn o F- Y � _I 14.40 D / HYD DMH _J c0cb 06Q Q 8 J V1 Q GR 7R 4.54 BENC o�-i� I a 3 a �.SF Ag 14.5 14.51 �Rd,9R8� 15.3 '¢SS ��y �4a3.: UTLETS C' ® 13. m6 aco " z W Y Z Z 15.22 GRASS LtJ �oti�N a W V Q � ?t _ �y M(F`1''� MH o� 4a•,w o m m w Z m W x } eR/C © MH G� 5- 16.46 BC ..PI Q } o (, X/7 .t TREE PILE � � G E NT00 �k,, ,5.26 wq� 'r *� SMH o !! -2.2 Oy Q �S RIM=15.4 - LW J = k m INV=11 .1 N PILE ? 3 � O REST F N h 15.10 'T,9S 8 PIL � i SAT 7.9 s p�06N R,q/V�S�' "�� GR MATCH "�% ,key �, LINE 1 /NSiyF `� �n T4 7' , � / 15.08 -5 8 EXISTING CONCRETE Nc , /� O SEA WALL -8.7 f hip 7 / x Fl.0A1 PILE TIE NEW SHEET PILES pR<p c oo � Nc °oN V 14.50R6� G _III ��'O'A ^�` ^i /V � n TO EXISTING 0 STO CR � 7r gp Ce '//F l� / �a / SF NF 14.44 R CV 1 -7 14.65-F PILE Q Cp^ BORINGS C,p R/,yam RB GG O a A pqT SyFFr w, N /iyla9,6 15.05 �G. 2 9 k��.39 W �c PILE X60 C�Q ^/(; 03 ^'�i y0 1 6 "'� /Oq r2. R.Cp ���Q 0 2 2 FLOI`T PILE THIS PLAN CONFORMS TO THE _ ooNcR • R/off A e�LM� �� N 14.57 �+� 15.23 RULES AND REGULATIONS OF (� 1. MFRS US pC Rc9 ! �' 14.60 3� PILE THE REGISTERS OF DEEDS. \ Oq SMF �T /M,Msi4 X4.53 4 3 3 �- j �•tl.�,�, .., OO 70.6 1\0) 0 21 Its 7 �.y1hDA /s/ -1.7 x , ey WG �. o ma 3 PREPARER a' E ' o ► �° ' p� O 14.19 6. O:' Cit-w QC'�o 1 L • RqN ^ 14.44 3 O � 2 l•� r y A N �.,. . 14.57 CV r� �+ o PILE 1 o -8.0 0,1, O V U PILE 13.46 u NG • �� H p'�y�'�P v V ,7 Z 0 O 2 FLOAT I CpNC 'z88 Alk A A lFs, Q 3 > U PROPER LINES PILE �� O FROM LAND COURT Go �► a O /pR qT I NC 14.43 0/J PLAN 46327 I HEREBY CERTIFY THAT THE PROPERTY �' 3.0A 4.49 ti ti 3 ^ g^ y y LINES SHOWN ON THIS PLAN ARE THE CLARK i 2 Q LINES DIVIDING EXISTING OWNERSHIPS s ? SycoN ,��5° 4 ��'` -9.7 AND THE LINES OF THE STREETS AND Fa �� P /2/5�9y0 FFj cR�F 1�'9b.�4.e1 g PILE WAYS SHOWN ARE THOSE OF PUBLIC OR 'tie S' ey° ,�;l�ie..l C. A,� CO w a� ti T4.8p 4 j� g PRIVATE STREETS OR WAYS ALREADY SFS NCRE. 11 '� h BENCH MARK SET: ESTABLISHED, AND THAT NO NEW LINES -� TF I IYq k' 12 9 0 ., ` FOR DIVISION OF EXISTING OWNERSHIP w� �� �9 $ B �p CORNER OFPp OR FOR NEW WAYS ARE SHOWN. �%�;;at`e � �� j0 N s `° 1�' ^ '` �r CONCRETE WALL C i. �� *Axta•° - 1 {� �p 6F I P CONCRETE o �� �- OW ELEVATION= 14.84 MLW REGISTERED LAND SU EYOR 7- o. ss� It/5�I�4,a G �/U (/ ROpO RFp pg 2 + 'f 1 9 ��� �` W DATE: /2 S a Zy16 ' �Za� " GENERAL NOTES: S£p �C I 8s � o a .�+ BENCH MARK USED: SyFF qS PILE ' a PILE TIDAL BENCH 19 AT U.S. CUSTOM �W D STREET BY STREELELEV=13.6 5 NGVD (18.08- OUSE OMLW) l p/RFs PILE a� THE ELEVATIONS SHOWN ARE BASED ON MEAN LOW WATER. <OqT I A -9.2 THE ELEVATIONS SHOWN WERE TAKEN AT THF "+' SYMBOL AI z m ' m w v EXISTING CONDITIONS ARE FROM A TOPOGRAPHIC SURVEY NG CO 0 NO -g 8 Z-3 ma ? 9 a ma DONE BY RAYMOND C. PRESSEY, INC. IN NOVEMBER 1990.ox NCR c� O PARKING LOT o 99 - ARKI G LOT o UNDERGROUND ELECTRIC, WATER, GAS, AND SEWER SFq 4"q44PILE 13.1 -13 0 SEXOEmIARE UNKNOWN. SERVICE EXTREME CAUTION DURING EXCAVATION TO EXISTING CONCRETE vAVOID DAMAGE TO UTILITIES AND PERSONAL INJURY. F FLOAT EXISTING STONE WAMHW=9.0 BLOCK WALL TO REMAIN FLOAT MHW=9.0 CONTRACTOR SHOULD CONTACT 'DIG SAFE? AND LL ATTACH WEIGHTED SILTATION t ON PILES TO REMAIN ATTACH WEIGHTED SILTATION OWNERS AGENT FOR APPROXIMATE LOCATIONS OF IN PLACE 2' CURTAIN To FLOAT EXISTING 2' CURTAIN TO FLOAT UTILITIES PRIOR TO EXCAVATION. DURING CONSTRUCTION CONCRETE DURING CONSTRUCTION +1.6 FOOTING 1.6 ALL FLOATS SHOWN ARE EXISTING. NONE ARE PROPOSED. MLW=0.0 _ MLW=0.0 PROPOSED -1.7- PROPO fkj - ELEVATIONTHE PROPOSED WORK IS G V D. �1WT4"IN MLW�OD ZONE A4 CONCRETE CONCRETE e0 �N noyG FOOTING LEGEND: Bono USE 4000 P.S.I. CONCRETE FOR ALL FOOTINGS PLAN FOR SEA WALL REPAIRS EXISTING M EXISTING CONCRETE FOOTINGS IN THE WATER SHALL BE PLACED CB = CATCH BASIN WOOD PILES PROPOSED STEEL WOOD PILES PROPOSED STEEL BY USING A TREMIE PIPE WG = WATER GATE PER D.E.Q.E. LICENSE NUMBER 438 TO REMAIN SHEET PILE TO REMAIN SHEET PILE GG = GAS GATE DATED APRIL 1978 v rCONSTRUCTION NOTES: M" = '�A""0LE Q PICKERING WHARF DMH = DRAIN MANHOLE r " " EMH = ELECTRIC MANHOLE SALEM , MASS > > BETWEEN POINTS A AND B": SMH = SEINER MANHOLE `t SECTION A A SECTION A - A - DRNE SHEET PILES 2'1 OFF THE EXISTING WALL TMH - TELEPHONE MANHOLE I$ SHOWING EXISTING CONDITIONS AND PROPOSED CONSTRUCTION SHOWING EXISTING CONDITIONS AND PROPOSED CONSTRUCTION - PRESSURE WASH THE EXISTING WALL HYD = FIRE HYDRANT SCALE 1 = 20 NOVEMBER 27, 1990 13.44 - PLACE CONCRETE UNDER THE EXISTING WALL WHERE POSSIBLE o SCALE 1 " = 10' SCALE 1 " = 10' - PATCH THE EXISTING WALL AS NECESSARY. OWNER: PICKERING WHARF CONDOMINIUM, ET AL - RECONSTRUCT CONCRETE WALK AS NECESSARY TO MATCH EXISTING BETWEEN POINTS "B" AND " RAYMOND C. PRESSEY, INC. C": FEET PROFESSIONAL LAND SURVEYORS & ENGINEERS - PLACE WOOD FORMS AT THE BASE OF THE EXISTING WALL 40 20 0 20 40 60 156 BROAD STREET, LYNN, MA 01901 - PRESSURE WASH- PLACE CONCRETE UNDERGWALL THE EXISTING WALL WHERE POSSIBLE. (617) 598-9561 925-102 12/05/90 12:30 PM - PATCH THE EXISTING WALLAS NECESSARY. SHEET, 3 OF 3