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64-558 - 50 FORT AVENUE - CONSERVATION COMMISSION (002) DEP 64- 8 Plans CONTRACT No . 13- 1 " MARBLEHEAD PIPELINE REPLACEMENT PROJECT SRF PROJECT NO. CWSRF-3927 OCTOBER 22, 2014 SOUTH ESSEX SEWERAGE DISTRICT SALEM, MASSACHUSETTS r s DISTRICT BOARD MEMBERS INDEX OF DRAWINGS GENERAL G-1 COVER SHEET WALTER A. DEFILIPPI P.E., CHAIRMAN 4„ L . g p G-2 GENERAL NOTES, LEGEND AND ABBREVIATONS . • is ?`"" '{.` �' CIVIL e � n MICHAEL P. COLLINS, P.E., MEMBER, BEVERLY �'' " ' z C-1 OVERVIEW PLAN �' 1; .'R� t T� C-2 PLAN AND PROFILE'SHEET 1 OF 3 3 PLAN AND PROFILE SHEET 2 OF 3 RICHARD P. RODGERS, P.E., MEMBER, DANVERS mo � y '�t� C-C-4A PIPE COLLARS COORDINATES SHEET 1 F 2 44 PLAN AND PROFILE SHEET 3 OF 3 MEMBER PEABODY ROBERT J. LANGLEY, P.E., • w { �r * b r C-46 PIPE COLLARS COORDINATES SHEET 2 OF 2 C-5 AREA PLAN AT SALEr' s< ' j 7z u � M �f STRUCTURE C-6 AREA PLAN AT MARBMEHEADE VALVE STRUCTURE DAVID H. KNOWLTON, P.E., MEMBER, SALEM ' ' ' �k �-- s+'=' C-7 AREA .PLAN AT GES E PLAYGROUND YO ,1P/I rr 1a:ti F C-8 VALVE STRUCTURES' EXISTING CONDITIONS AMY S. MCHUGH, MEMBER, MARBLEHEAD s � � ti C-1 VALVE STRUCTURES DEMOLITION PLAN t i C-10 VALVE :STRUCTURES PERMANENT CONDITIONS C-11 DETAILS SHEET'i C-12 DETAILS SHEET 2 C-13 DETAILS SHEET 3 C_13A DETAILS SHEET 4 C-14 DETAILS SHEET 5 C-15 PHASING PLAN 1 C-16 PHASING PLAN 2 C-17 PHASING PLAN 3 C-18 STAGING PLAN AT SESD WWTF STRUCTURAL ^'' - -�--.- ga S-1 STRUCTURAL DETAILS 1 DISTRICT ADMINISTRATION >,;- � ��;� fi„r .,: :;� 01 �, ALAN F. TAUBERT, JR., P.E., EXECUTIVE DIRECTOR # �, P US REVISIONS OF '' 1 8/28/2013 ARMY CORPS OF ENGINEERSSECTION404 DAVID MICHEL SEN, P.E., DISTRICT ENGINEER PERMIT APPLICATION 2 10/24 2013 MEPA ENF, WATER QUALITY SECTION 401 ERIC BARBER, P.E., PROJECT ENGINEER PERMIT, MASSACHUSETTS HISTORICAL PNF, LOCUS MAPFro- 4 AND CZM CONSISTENCY REVIEW APPLICATIONS z 3 11/12/2013 CITY OF SALEM AND TOWN OF MARBLEHEAD 0 loon soon ,' '� NOTICE OF INTENT APPLICATIONS ®r,=cr ,+t 4 9/26/2014 DEP TECHNICAL REVIEW 95% SUBMISSION scN.E 1 - loco' y,� 5 10/22/2014 AS .BID 6 9/13/2015 AS-BUILT REVISIONS -� T 1 2/01/16 RECORD DRAWINGS CONTRACT No. 13-1 :OscN. Br: Osw- DATE: D. .H9'nna: owc. No.: SOUTH ESSEX SEWERAGE DISTRICT MARBLEHEAD PIPELINE AIR SONS SESD Om. ev: RA 22-OCT-2014 COVER SHEET RECORD DRAWINGS FEBRUARY 2016 50 FORT AVENUE NO, DATE REPLACEMENT PROJECT SALEM,MASSACHUSETTS Ts ARurlc sr. �� BY: R.� WALE: G-1 RFYIS10N5 BOSTON, MA AS NOTED ' APPV. 9Y: GENERALNOTES LEGEND ABBREVIATIONS 1. THE LOCATIONS OF EXISTING PIPING AND EQUIPMENT WERE --------ILII)-----EXIS77NG CONTOUR A.C. ASBESTOS CEMENT NO. NUMBER OBTAINED FROM CONTRACT DRAWINGS UNDER. WHICH THEY ARE ---2U---EXlST/NG CONTOUR NTS NOT TO SCALE INSTALLED AND THEREFORE MAY NOT REPRESENT'AS BUILT' 16. CONCRETE PAD IN FRONT OF OXYGEN STORAGE TANK SHALL NOT 35. FOR GEOTECHNICAL INFORMATION ALONG THE EXISTING PIPELINE, +.rg-„ SPOT fLEVA 77ON B&8 BALE AND BURLAP O.C. ON CENTER BE USED BY CONTRACTOR. SEE APPENDIX B OF THE SPECIFICATIONS. CONDITIONS, PRIOR THE FABRICATION A INSTALLATION OF f"+, BIT. 81TUMINOUS PG PAGE ANY PIPING AND EQUIPMENT UNDER THIS CONTRACT, THE17. ALL SITE AREAS UTIUZED BY THE CONTRACTOR SHALL BE. 36. PROVIDE NOTICE TO U.S. COAST GUARD, BOTH HARBORMASTERS, DECIDUOUS TREE BK. BOOK RCP REINFORCED CONCRETE PIPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING RETURNED TO THEIR ORIGINAL PRE-CONSTRUCTION CONDITION, AND U.S. ARMY CORPS OF ENGINEERS FOR ALL IN-WATER g� RET RETAINING PIPING, EQUIPMENT AND OTHER RELEVANT EXISTING CONDITIONS ACTIVITIES AS PERTAINS TO VESSEL PARTICULARS, CREWS, AND CONIFEROUS TREE CAL. CALIPER SESD SOUTH ESSEX AND SHALL NOTIFY THE ENGINEER OF ALL DISCREPANCIES SCHEDULES FOR EACH VESSEL OR BARGE SEWERAGE DISTRICT BEFORE PROCEEDING WITH THE WORK. 18. DEBRIS SHALL N REMOVED FROM SITE AREAS UTILIZED A THE 2' SLOPE REVETMENT CB CATCH BASIN SPEC. SPECIFICATIONS CONTRACTOR, AND CONTRACTOR SHALL REPAIR ANY DAMAGES. Cl CAST IRON SMH SEWER MANHOLE 37.FOR TIME OF YEAR RESTRICTION (TOYS), SEE SECTION 07060. ';�) SEWER MANHOLE CLF CHAIN LINK FENCE SS STAINLESS STEEL 2. THE FEDERAL CHANNEL AND SOUNDING DATA DEPICTED HEREON 19. ALL CONTRACTOR OEUVERIES SHALL BE FULLY COORDINATED BY FOR TOYR BARRIER REQUIREMENTS, SEE SECTION 02108. CC DRAIN MANHOLE STA. STATION WERE DERIVED FROM A PLAN SET ENTITLED. 'MAINTENANCE THE CONTRACTOR. THE CONTRACTOR SHALL SCHEDULE SITE - SEWER LINE CONIC CONCRETE TBC TO TI CONFIRMED DREDGING 32 - F0OT MAIN SHIP CHANNEL, 10 FOOT SOUTH ACCESS AND ACCEPTANCE OF DELIVERIES, AND BE RESPONSIBLE _3---_-.. DRAIN LINE CONN, CONNECTION TEMP. TEMPORARY RIVER CHANNEL 8 - FOOT CHANNEL & ANCHORAGE BASIN SALEM FOR ALL UNLOADING AND STORAGE. -" HARBOR 'PREPARED BY US ARMY CORPS OF ENGINEERS, NEW Lr U77LITYPOLE TOYR TIME OF YEAR RESTRICTION ENGLAND DISTRICT, DATED MARCH 2006, REFERENCE NUMBER 20. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT SURVEY NOTES: ��,. DI DUCTILE IRON TYP. TYPICAL C-7, SHEET 8 OF 9. PRELIMINARY S THE EXISTING'PLANT MUST BE KEPT IN CONTINUOUS DEPENDABLE c, UTILITY POLE W/LIGHT LION UNLESS OTHERWISE NOTED ( OPERATION DURING THE COURSE OF THIS CONTRACT. THE Si. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS SIGN DMH GRAIN MANHOLE'. VC VIBRACORE. 3. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED CONTRACTOR SHALL NOT INTERFERE WITH THE PLANT DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT HYDRANT DWG. DRAWING 0 DIAMETER TO THEIR ORIGINAL CONDITION. OR AS INDICATED ON THE OPERATIONS OR BLOCK ACCESS TO THE EXISTING FACILITIES. SURVEY CONDUCTED ON THE. GROUND BY MERIDIAN ASSOCIATES, C,__ll WATER GATE EF EACH FACE CONTRACT DRAWINGS. :INC. ON DECEMBER 6, 2013. + ; CATCH BASIN 2L THE CONTRACTOR SHALL PERFORM WORK IN WITHIN THE LIMITS EL. ELEVATION 4. THE BATHYMETRIC DATA DEPICTED. HEREON WAS OBTAINED BY OF WORK IN SUCH A MANNER AS TO PROTECT THE EXISTING 52. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE EDGE OF PAVEMENT ELEV. ELEVATION NORDE-EAST SURVEY ON JUNE 26 & 27, 2013. EQUIPMENT AND ELECTRICAL CONDUITS, WALL AND ROOF SYSTEM, APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY -. _. -.,.PROPERTY GINE ETC. IN THE EXISTING VALVE STRUCTURES. VALVE STRUCTURES. AND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, EXIST. EXISTING AND EQUIPMENT SHALL BE PROTECTED AND SHALL NOT BE INC. THE LOCATION OF.ALL UTILITIES DEPICTED OR NOT DEPICTED r.A MANHOLE 5. THE LOCATION OF SUBMARINE PIPES WAS OBTAINED BY J. F. 1 '-"� STONE RETAINING WALL FFF FINISHED FIRST FLOOR WHITE CONTRACTING UNDERWATER AND MARINE SERVICES DIVISION DISTURBED EXCEPT AS REQUIRED AS PART OF THE WORK. IS NOT WARRANTED OR GUARANTEED. SEE ALSO NOTE 6 THIS SHEET. A,I� SIDE CAST AREA HOWL HEADWALL WHICH PLACED ALL MARKERS / PLATES FOR PIPE LOCATIONS 22, THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FACILITIES - - � USING AN UNDERWATER GRADIENT MAGNETOMETER. HOPE HIGH DENSITY AT ALL TIMES. NO SERVICE ROAD SHALL BE'TAKEN OUT OF 53. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN 6. THE UTILITY INFORMATION SHOWN IS COMPILED BASED ONSERVICE EXCEPT TO ACCOMPLISH WORK REQUIRED UNDER THIS EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT . LEOC£/ROCK POLYETHYLENE ``� RECORD INFORMATION OBTAINED FROM AND FIELD SURVEY CONTRACT AND THEN ONLY AFTER AN ALTERNATIVE METHOD OF ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE OUTCROP HTL HIGH TIDE LINE BY MERIDIAN ASSOCIATES, INC. THE LOCATIONS OF ACCESS APPROVED BY THE ENGINEER HAS BEEN FURNISHED. THE USES OF THE LAND; HOWEVER, THIS ODES NOT CONSTITUTE A UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED CONTRACTOR SHALL BLOCK NO MORE THAN ONE TRAFFIC LANE GUARANTEE THAT NO SUCH EASEMENTS EXIST. �' VC/(VlBRACORE!0 INV. INVERT AT A TIME. AND LOCATION)-SEE FROM RECORD PIANS AND ARE APPROXIMATE ONLY. LOCATIONS- 54. A PORTION OF THE SUBJECT PROPERTY IS LOCATED IN FLOOD GENERAL NOTE J4 MAX. MAXIMUM OF UNDERGROUND STRUCTURES MAY VARY FROM LOCATIONS 23, IF CONTRACTOR-SELECTED EQUIPMENT REQUIRES ANY CHANGE ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL MAI MERIDIAN ASSOCIATES INC. SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY TO PIPING, ELECTRICAL, STRUCTURAL OR OTHER DETAILS SHOWN CHANCE FLOODPLAIN. A PORTION OF THE PROPERTY IS LOCATED qp MHHW MEAN HIGHER HIGH WATER BE ENCOUNTERED. THE PROPER ICONS ENGINEERING ON THE CONTRACT DRAWINGS, THEN THE REQUIRED CHANGES W9THIN FLOOD ZONE AE (FLOOD ELEVATION 14 NAVD88). AREAS DEPARTMENT/COMPANY SHALL R CONSULTED AND THE ACTUAL SHALL BE MADE BY THE.CONTRACTOR AT NO ADDITIONAL COST, SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE MHW MEAN HIGH WATER LOCATIONS OF SUBSURFACE STRUCTURES SHALL BE DETERMINED ALL CHANGES WILL REQUIRE ENGINEER'S APPROVAL. FLOODPLAIN PER FEMA FLOOD INSURANCE RATE MAPS NUMBER MIN. MINIMUM. IN THE FIELD. CONTACT THE DIG SAFE CALL CENTER AT 24. HOLES LEFT IN WALLS AND FLOORS AS A RESULT OF DEMOLITION 25009CO419G AND 25009C043BG DATED DATE OF JULY 16, 2014. I. 1-888-344-7233 AT LEAST SEVENTY-TWO HOURS PRIOR TO OF PIPING OR EQUIPMENT SHALL BE REPAIRED WITH NON-SHRINK MJ MECHANICAL JOINT EXCAVATION, GRADING ANO/OR PAVING. ALSO PROVIDE SUBMARINE GROUT, NON-SHRINK CONCRETE, BRICK MASONRY AS REQUIRED TO S5. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN MLLW MEAN LOWER LOW WATER UTILITY NOTIFICATION VIA DIG SAFE PRIOR TO ANY IN-WATER OBTAIN WORK. TIDAL BENCHMARK STAMPING 2645 C 1992 ELEVATION= 15,92'.A SIMILAR FINISH TO THE ADJOINING SURFACE. LOWER LOW WATER, TIDAL EPOCH 1983-2001, BASED UPON MILE MEAN LOW WATER 7. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THOSE 25. ALL EXISTING ANCHOR BOLTS OF DEMOLISHED EQUIPMENT, PIPE THE BENCHMARK IS A DISK SET IN THE SOUTHEAST QUADRANT ACTUAL DEPTH MSL MEAN SEA. LEVEL IN CONTROL OF UTILITIES NOT SHOWN ON THE DRAWINGS MUST SUPPORTS, ETC. SHALL BE CUT BACK A MINIMUM OF ONE INCH OF THE CIRCULAR CONCRETE FLAGPOLE BASE ADJACENT TO BE NOTIFIED (STATE OF MA, ACTS OF 1963, CHAPTER 370) BELOW THE SURFACE AND PATCHED FLUSH WITH APPROVED GROUT, SALEM HARBOR POWER STATION OFFICES. N/F NOW OR FORMERLY TARGET DEPTH PRIOR TO DREDGING, EXCAVATING, INSTALLING, BACKFILLING, AND NA083 NORTH AMERICAN GRADING OR PAVEMENT RESTORATION. 26. EXISTING MONUMENTS SHALL BE FLAGGED AND PROTECTED S6. PROPERTY LINES DEPICTED HEREON ARE BASED ON COMPILED DATUM OF 1983 THROUGHOUT THE CONSTRUCTION CONTRACT UNLESS-OTHERWISE DEEDS AND PLANS OF RECORD, AND ARE NOT TO BE USED FOR SINGLE COLLAR 8. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES, THE ALLOWED BY THE ENGINEER. DAMAGED OR MISSING MONUMENTS THE RECONSTRUCTION OF BOUNDARY LINES OR FOR TITLE 0 NAVD (1988) NORTH AMERICAN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. INSURANCE PURPOSES. ALL BOUNDARY UNES DEPICTED ARE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AND APPROXIMATE ONLY, CI DOUBLE COLLAR VERTICAL DATUM OF 1988 DEPLOY SILTATION CURTAINS. AS INDICATED ON THE DRAWINGS 27, WHERE EXISTING DUCTILE IRON PIPES AND FITTINGS ARE REMOVED, AND SPECIFICATIONS. THE CONTRACTOR-IS RESPONSIBLE FOR DISPOSAL OF THESE ITEMS. S7. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH 9. THE CONTRACTOR SHALL PROTECT CATCH BASINS, INLETS AND AMERICAN DATUM OF 1983 (NAD83), MASSACHUSETTS STATE 'MANHOLES FROM INFLOW OF SEDIMENT OR OTHER CONSTRUCTION 28. DIMENSIONS SHOWN ON THE ORAWNGS FOR PRECAST CONCRETE PLANE COORDINATE SYSTEM. ESTABLISHED WITH GPS DATUM INFORMATION DEBRIS. ANY GROUND WATER DEWATERING SHALL PASS THROUGH COLLARS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL PROVIDE OBSERVATIONS PROCESSED USING THE NATIONAL GEODETICAL DIMENSIONS, WEIGHTS, SPACING, AND OTHER DETAILS OF ALL PRECAST SURVEY ON LINE POSITIONING USER SYSTEM. (OPUS) AN APPROVED SEDIMENTATION BASIN PRIOR TO DISCHARGE TO ) ANY CB, INLET, MANHOLE, DITCH, BASIN, OR WATER80DY. CONCRETE COLLARS FOR APPROVAL 8Y THE ENGINEER AND IN ACCORDANCE WITH THE SPECIFICATIONS. ELEVATION PROJECT DATUM RELATIONSHIPS TO 10. THE LOCATION OF THE EXISTING EEL GRASS BEGS IN THE 29. THE CONTRACTOR SHALL COMPLY NTH MASSACHUSETTS GENERAL OTHER DATUM VICINITY OF THE PROJECT IS BASED ON EEL GRASS SURVEY LAWS CHAPTER 82A. ALSO REFEREED TO AS JACKIE'S LAW, AS PERFORMED BY AECOM IN OCTOBER 2013. A COPY OF THIS DETAILED IN SECTION 520 C:M.R. 14.00 OF THE CODE OF 17.3 100 YEAR FLOOD SURVEY IS AVAILABLE FOR REVIEW BY THE CONTRACTOR AT THEMASSACHUSETTS REGULATIONS. � # ._-SECTION NUMBER DISTRICT OFFICE, 50 FORT AVE. 30. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL. C-d ---DRAWING WHERE STATEAND LOCAL LAWS, RULES, REGULATIONS, AND SAFETY CODES SECDON SHOWN 11:3 HTL 11. SUB-BOTTOM PROFILING INCLUDING SIDE SCAN SONAR & IN THE CONSTRUCTION OF ALL.IMPROVEMENTS. MAGNETOMETER SURVEYING IN THE VICINITY OF THE PROJECT HAS 9.7' MHHW BEEN PERFORMED BY ALPINE OCEAN SEISMIC SURVEY, INC. IN 31. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND SECTION SECAOA! NUMBER MH OCTOBER AND NOVEMBER 2013. RESULTS OF THE MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY SURVEYARE PROVIDED IN THE REPORT ENTITLED 'GEOPHYSICAL FOR CONSTRUCTION OF THE PROJECT, C_d DRABfNG WHERE SURVEY FOR THE MARBLEHEAD FORCE MAINS PROJECT' AND ARE SEC77ON TAKEN 0.0 NGVD29 DATUM) AVAILABLE FOR REVIEW BY THE CONTRACTOR AT THE DISTRICT 32. THE CONTRACTOR SHALL COMPLY WITH THE ORDER OF 4.29 MSL 0.4' OFFICE, 50 FORT AVE. CONDITIONS. DATED DECEMBER 13, 2013, ISSUED BY THE SALEM CONSERVATION COMMISSION (DEP FILE #64-558) AND THE ORDER 12, THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES OF CONDITIONS, DATED JANUARY 7, 2014, ISSUED BY THE WTHIN THE ESTABLISHED WORK LIMITS SHOWN ON THE MARBLEHEAD CONSERVATION COMMISSION (DEP FILE #40-1157). DRAWINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. PROVIDED IN APPENDIX 0 OF THE SPECIFICATIONS. 6 13. REMOVE LITTER DAILY WITHIN THE LIMITS OF WORK. 33. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER PERMITS 0.3' ENSURE NO LITTER REMAINS ON SHORELINE AREAS. OBTAINED ITHE OWNER.. REFER TO APPENDIX D OF THE • SPECIFICATIONS, 14. ALL EXISTING MOORINGS WITHIN THE WORK LIMITS SHALL BE 0.0 MLLE 0.0 BLEH AD DATUM 31 Fix or 4 RELOCATED BY CONTRACTOR AS PER SPECIFICATIONS. 34. ADDITIONAL INFORMATION ON VIBRACORE LOCATIONS SHOWN ON a 711 A PLAN AND PROFILE SHEETS (DWGS. N0. C-2 THROUGH C-4). 0.146' 0 0 SESD DATUM 0.212' I zy,I Y x 15. PARKING AREAS ON SESD PROPERTY NOT EXPRESSLY IDENTIFIED ACOR WERE TAKEN BY OCEAN SURVEYS, INC. APRIL & 1 FOR CONTRACTOR USE ARE FOR THE SOLE USE OF SESD AUGUST 20101 4: FOR SOILS INFORMATION OBTAINED FROM THE PERSONNEL. VIOLATORS WLL. BE TOWED. THAT REB, REFER TO THE UNDERWATER ARCHAEOLOGY REPORT THAT IS AVAILABLE FOR REVIEW BY THE CONTRACTOR AT THE DISTRICT OFFICE, 50 FORT AVE. 0.0 NAVO88 DATUM) CONTRACT No. 13-1 - DscN. en DSW DATE; D�awmy nna Dwc. No.: SOUTH ESSEX SEWERAGE DISTRICT MARBLEHEAD PIPELINE P�DdifS SF:SU DM4. Dr. RA 22-OCT-2014 50 FORT AVENUE ,,,��, .�: GENERAL NOTES,LEGEND G�1 RECORD DRawlycs FEBRUARY 2016 REPLACEMENT PROJECT aKO. BY, R B scA E: NO. DATE MISIONS BY SALEM, MASSACHUSETTS AS NOTED AND ABBREVIATIONS APPV. BY; Y , 4 ilt 4 r , j.. 4 a t �« v „ r L 1 r r t i. y. x : r run 4 5 Yr r NOTES: 1. ALL ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM HARBOR. MLLW ELEV=0.0 0 250 500 750 1S EQUAL TO NAVD (1988) ELEV=+5.292. mmilli 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM OF 1' = 250' u 1983 (NADB3), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. SEE GENERAL NOTES ON DI G-2 1 tJ CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT oscN.eY: osw DATE: oTawmy and DING. No.: RECORD DRAWINGS FEBRUARY tots MARBLEHEAD PIPELINE 50 FORT AVENUEPARSOM 'S „Mme owN eY: RA zz—ocr—zola OVERVIEW PLAN REPLACEMENT PROJECT SALEM,MASSACHUSETTS cHNo. e : Rae sc dE: C-1 N0. DATE REVISIONS gY ,• Appy 6G AS NOTED I \ ELECTROFUSION COUPLING PIPE t i T, �''\ 4� i v` '7 AND PIPE 2 / \ MARBLEHEAD RE A- \ STA 600+OBt (SEE DRAWINGS NO. C-8 \J - / TO C-10 TEMPORARY �' / v )• ASS 24` EElGRASS EX14TST PIPES QED X13 ?W PED r •i CIIT D CAP NCRON1N BOTH,DIRE S I,STA 504+ �.� , t i , EXISTING PIPES SSZp ( 1 PLUGGED --,.__ A `'+� STA 500+18± `� _-..- 20` SEWER . ,r.'L EXISDNGTHRU - 1 I 1 t/ _ BLOCK LOCATION r o l I� / EASEMENT (TO`�iEMhIN-iN'PCACE}`' EEG'�ASS 8ED N o !/ 1 I EE RADS BED >�8( fONND IN �)3013281 9 '� j - \ \ / SEE GENERAL NOTES ON DWG: G-2 \ (` -,...�. .__�. �( +fi t\`IMLW�I\19 V NOTES. G f -"'•"' I I_,_. 1. ALL ELEVATIONS ARE BASED ON MLLW-0 0 FOR SALEM HARBOR. FOR ENLARGEMENT S LRE' N HDPE f - •'/7 SEE DWG C-B MLLW ELEV 0A IS EQUACONTROL N NAVA IS BA ELEV. +5.292 NORT T ""--F� W \ t' a 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM PRES$UREt�MaNS T ,� �\ �rJ ( �1 iti.l� OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. _. 1 - �` �•� r L.�'�'`� \. E€I.CRPS$.AED 5f' 3. FOR TYPICAL TRENCH DETAILS SEE DWG NO, C-13 C-14 ' r f� � h f ', ��\`�\ `' CTROFU N 1 ± Cpl NNECTIONS 4. NOT USED. ,� 1 OY PIPEKI / 5. MAINTAIN A NEGATIVE PIPE SLOPE FROM MARBLEHEAD VALVE STRUCTURE TO , i -"' S19 ,\( SJ8 \ %i ` > ` '3) , EELG $ BED #8 i � ` t STA $ + PIPE 2/ PIPE LOW POINT AT FEDERAL CHANNEL. iA 5 {0�0 EELGRASS BED #7 r 0-11 , l,..r5 E ��-,:�✓ '""� 4 31~3^' / EEL6RAS BED r �,,pi� �, '- Ea 2 1 Cl , _� �� {FT�•_ / ,•-_ 1 4 �� i EEL ASS BE�� �1 � - '�{ '`' r I 512 i t 4 ;J E LGR St@'':. ) �T ~ -� o- \ \ LINESTOP AND HOT TAP FOR 82dT'32,70�, \ �, 301` 87 .6 - :.�,'� �-- VC7 " . FiANGED_CONNTIOPTS� .� TEMP. BYPASS CONN. SEE ti N `A 4 N 3013398.20 <--Wf "�ASTELLOY BACKING RINGS^ ` DWG. C-7, C-12 E 8262 4.20 O STA 507+751 PI 1 \ 1 �. _ Ml �<•.� E128424.40 PLANSURFACE -i _ _ RIM EL=21 0 4 GRADE=22'1-. 20 _..—_ �_____—... __�....__.�_; _._-__ .._._ _ _____ .___.T____-._ __ -- -REMWE-AND-RESEF _ — __ r. ______20 RSA E ! I 12 LIMITS OFTRENCH BAKnL.L AND BLASTED K / ✓ 1 i..,..'STA 50 -+ 00401 OiSTA 50#$0 .. EL +i t 'MO t - - 0" A.0 PIPE 41 AND PIPE02 PLINGj j L` 1 f 5 D 0 -'r- ._ ._ .. ..,L..........._. -__—,- - -------- - W EL a 3... __.:..._:...._, -:�_ T_:-::: . —.- -`I t I S ML STA 00+063 j i I. E FISTING SEABED -10 -± r L--_ : �.� 7 _ ELECTROFUSION COUPLINGS. _ — .-..- _..._....._ � 1 ___ ___.____ ._._. _��. - 1 _ __. .__. —_ --ST1_51�+OOt"PTFE 1_',._ _-- -. STA 51"F+501 PIPE 1 SEE OWC X13 8 13A FOR Iu ,�..> TYPICAL TRENCH bkLUI U145 iFLOW I - law ! FLANGED CONNECTIONS WITH I -20_.__. __,_ _- �,_.1 �.... __-_" - __-.__.__ — __ ____ SETA 5070+75± PIPE RINGS _..-.. ... ____ 20 0 100 ' 200 360 ` ;;i w^ ivi r� __. }tn ryF n vm- n Nn n,l,,.. ' a..l .w.._ ._ _.. r STA 506+BOt PIPE j H iv m NAVC188 HORIZONTAL SCALE IN FEET 11� i ;i i ._ ._.-_�i li int i! ajt to j __ IBA3E ELEV 0 5 70 20 25 __u_.. — _. _ _ i _ __ - - ' - - r _..J 00 -- _..._ — 521+60 D+00 519+00 518+00 517+00 516+00 515+00 514+00 513+00 512+00 511+00 510+00 509+00 506+00 507+00 506+00 505+00 504+00 503+00 502+00 501+00 500+00 499+00 498+00 497+00 VERTICAL SCALE IN FEET PRO ILE CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT DscN. yY DSW o TE: D.aam9 mie: Dwc. No.: MARBLEHEAD PIPELINE SF.SU awN. Bv: RA 22-OCT-2014 PLAN AND PROFILE 50 FORT AVENUE NpFg � rns C-2 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT SALEM, MASSACHUSETTS - cBKD. BY: RAN SCALE SHEET 1 OF 3 N0. DATE REVISIONS BY : ApFV BY: AS NOTED I , t AL BOUNDARY NICIP ri I r I � l "Al ti �` 1JpVlGAT10 �� /5z� m 7CI AIF s ti: _.. _! : 1. y (C .,i r's� S MAINS Ll { `r 1 „� q,': V ` l l E%I NG D. �(1Sa' 11!1 ` s I �' \ 1 �� fq PE°5SURE MAINv �1. 3 IY _ > _ _ SURFACE Zy ,. LS EL(Tdp„�E IM �(1\ r lii rig ' REPLACEtAERT F - _REPLS4CEMEN2 V )d711NS V f)4-OM1 F 3.4v �\(c�n .sol L `3 -.r"� l✓ � �� � err �•a .� -�� „ ..� -,—.. � �, s4 d r`-'� 1 � " '- i.., --_ __ __ ._ _=30 nC22 6 2�t 1 4 ' i h vc ii '1� '�s �../ 1458 :80sN 3 4,558 .80� +/C4 OB" 35 g7 6 57i.6o "'i PLAN VL`7 (f i[/� � �. � )h r.J .$15 VC4-06 { v I N 13015 ggJ J i1 ! /s` N 3015301.10 + N� 3014830.00 i E(82455t�9,i71tki,f��i` �. < 4 '•'.J (/, ' ,tl E 825819.70 �(tE25983.60 PROFILE VIEW ROTATED 9n AT STA 524+DD p ___- '_ __ r—_-- —. ..�__.-0000. ._.—_•— -- 0000__- -- - - 0 FEDERAL 1 NAVIGATIO FEDERAL CROSSING __._._ _ -_..-- 0000__ :.. .-_ I .. __SIDESLOPE DREDGE LIMB _ -.,-- _ 10 ------ Gt�ANNEt ------ -- .10 r I I 5 DRAWING.) - __+.-0000___ (SEE NOTE 6 THIS t ! EXISTING SEABE L CROSSIND c FEDERAG I+ 1j SIDESLOPE DREDGE LIMIT' O (SEE IN 6 THIS DRAWING.)j 0000__ -- _ _ _ -0000 -20 L.,_ a_\____ ' {.-._—� .- 0000_ 0000.._ _ ,__.__. '.., — .✓:��__ 0000 _ ._ — — _Zp 0 —100 _200 300 / HORIZONTAL SCALE IN FEET 5 0 5 0 20 O A \ i , - Z F \ 1 Z t ' �— F VERTICAL SCALE IN FEEL 'a �. \\'\ FEDE CROSSING ' FLOW -30 : T___.__ ELEVAfiON _ ,,=)' /0,000 _____._.�_.� ...................... .30F .......� .- _._ Z __ __ _ RESTRICTION _ I m NOTE 7 THIS 6w4) I , C \ - REPLACEMENT I PRESSURE MAINS 1 11 i ✓' m 1 + t (2- 24 HDPE) --0000 --------- „40. _;__- _ ... __-0000._ 1._. _I t_ 0000 ._ _..___..._ :00/00._ _ _ 0000— _0000.. _..___L_____.___ y0 ' - N TES: \J O _ELE�_42 f ! ( 1 1. ALL ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM HARBOR. I 1 MLLW ELEV.=0.0 IS EQUAL TO NAVD (1966) ELEV. =+5.292 2. THE HORIZONTAL CONTROL NETWORK. IS BASED UPON NORTH AMERICAN DATUM OF 1983 (NAD63). MASSACHUSE17S STATE PLANE COORDINATE SYSTEM, 3. FOR TYPICAL TRENCH DETAILS SEE DWG NO. C-13, C-14 �o o ��, �.,o o r1 ( 4. NOT USED. mr tir �� - - �5 r d Iti ��m 1n q� 'Im l NAVO88 5. MAINTAIN A NEGATIVE PIPE SLOPE TO LOW POINT IN FEDERAL CHANNEL. r Ii -. - ( �.S _li +: _., - - _L BASE ELEV 6. TOP OF REPLACEMENT PRESSURE MAINS (24” HOPED) SHALL BE AT LEAST 4- 17 "'" 'i -- ---- +- `' BELOW THE FEDERAL CHANNEL CROSSING DE SLOPE DREDGE LIMITS 0000 _.__ -50.00 E W E RAL C E 51 E E �__.00000000 _ 0000. 1 540+00 539+00 538+00 537+00 536+00 535+00 534+W 533+00 53 00 SJt+00 530+00 529+00 528+00 52]+00 526+00 515+VU 524+00 523+OU 52T+00 521+OD 7. TOP OF REPLACEMENT PRESSURE MAINS WITHIN THE FEDERAL NAVIGATION CHANNEL SHALL 8E AT LEAST 2 FEET BELOW RESTRICTION ELEVATION= -42. PROFILE CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT osa. Br: osw Da e; mewl 9 ml« Dwc. no.: MARBLEHEAO PIPELINE PARSaN3 SF.� DWW. BY. RA 22-OCT-2014 PLAN AND PROFILE 50 FORT AVENUE ,„ �,F„ „U,,,,' C-3 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT SALEM,MASSACHUSETTS cHKD. eY: Rae scALe: SHEET 2 OF 3 No. DALE REVISIONS BY - '- . APPY. 9Y: AS NOTED f Fj'ANGED CO NECTION ffH L'< .� '. V �'l 1 / - ' HA5Loy BABK1NG.h,z /� F 0 �� EELGRASS BED #3 1. PIPE 1 STA 556+651 'FN 2 STA :558+601 ', �' �A �.: t r (. ELECTROFUSION V � : `� �.,, - j I l 'Vr t� TOP OF ROCK AT 0 a 1� COUPLING PIPE 2 1 'r,�"„ „ -� ri'EXISTIN.G-'D{ r�! j j / .%/�` � ``TO 5 FEET BELOW PRE tE `• STA 580+651 -- ( �_-� '" EE GRASSNBED S2 -. \� 'I' SEA BOTTOM I Ma jN PLACFd (SEE NOTE n i> DS r `.'` i L v� L I ! r i DWG 0-2) 22. BENDS i� f' r +BO 1 r 4. ) t± STA�580+623 �� ,-,• ra 1� _ 16 / ' r „ TOP OF ROCK �' ` ' �.i r: \ �. T r -/ �``._ .. "--�' /�a A1` 5 TO 10 FEET _ ELECTROFUSION \. �' Of^)� e7 3 k„ �`� f X �� „"-- / BELOW SEA-BOTTOM COUPLING PIPE,1 ;>=- t < a } `�...,,�-_` REPLACEMENT -� --,r / ;-�,.r-��-.` " f SEE NOTE 11 DWO - AND PIPE 2 1«� >u^�" V : i 'r �r � ( " �� HOPE PRESSURE �G 2) STA 561+363 `�� „TE PO�y n�I `55� r ✓ r 1 1 r' / \ BYPASS,24 }OP ROCK AT 1b, r ( EMPVED) Vf 12Ef- VAL,E-• "� 1. ..m'y� ` 3017852.60 J( •\ r L r \ f, �. \A r + ( - 7 11 SEA�BOTT'QM f � STRUCTURE 825112.90 YC 8-- SALEM t 1 N 3017$4650 ' f 835.1'120 '" <: f ti 1e 1,A25',_BENDS ayFCANG�D/EOTOJECff�(IIS,NIT 1 TFOR ` n EXISTING PIPE9 V i L 0 BACKIN V�! �✓ 4n I SU 54 +953 PIPE 1 CUT AND CAPPED VC11 VC10A STA 560+683 APROX �� OF OBSERVED N 3017442.40 N 30 721450 I' r I/ FSFA 543+93RIP ,2 SUBMERGED VESSEL E 825152. 72.10 5JENLARGEMEM MHW s4 ( r , I f �, -54 SEE DWG C-5 : I 4'3 / '^._� 1 A ti _ �'.5. / 1011A f / DS 22 5 REFS N 3017447.8 ' f,. VC10 STA 5f45+721 ->«4'• J f- " � ` 1 f , '`-E 25183. - N 301 9.7 7(1 / 526188 W ,r"'J' VC9A VC9 \ VC8 N 3016759.90 I'� N. 30167580 N 3015402,70 EELGRASS BED N1 E 825170.20 Ly E 825165. \ E 825348.60" "� PLAN low • RIM EL-15.0 REMOVE AND RESET TYPE A SLOPE REVETMENT (SEE DWG. C-12) 20r -�--__ --____I _- 20 EXISTING TRE CH IN TREN H OPEN CUT d IXI RIP RAP I I I (REMOVE h S,_DWG C-I12 BOULDERS AND R MENTI 10f�- i S ; )_ M�ODRQED-0VER PIPE___.__ -1kf1W",E'L EXISTING r I STA 560+751 TOS'- __— .�- "' i_-- i .. �.- --- I. ---T- _:.:�� .__::. .._�. ._.... __.. _'- 10 _ L. 30° PIPE i STA 561+50d: t - PIPE ANCHOR BL CK (} t 0 100 _200 300 -0;- \ SEE DWG.-NO -410 & C-12 - - �MLW EL 03 S i HORIZONTAL SCALE IN FEET I 22 7 BENDS / STA' 558+80 ` _ 0 5 10 20 TT - _ -c I STA 560+823 VERTICAL SCALE IN FEET 45*1 BENDSI _ Ij !I r�r r ..y 11 1/4' BENDS FLANGED CONNECTIONS;WITH m 1 r j I ! _ TSTA 545+39± ! tSTA 543+95PIPE RIND -I STA 543+903 PIPE 2 F o �m - '-_ � ECSLOTAEUCP7LIONGFlISIOEN _ _10"PI 58 +653 � ST �� BOS A 545+72:L' 5i T a COUP—ELE�LIOFUSION 1 - - _ _. 1 po t PIPE 1 AND PIP 2 - ! �. ! SEE GENERAL NOTES ON DWG. 0-2 STA 6 1+36± FLANGED CONNECTI NS i REPLACEMENT a -20F'oZ - __.". . .-.—.__.._.� _._.,STH AT568 65 -PPE,1NGSH E...MNN$"._.._.__ .____ NOTES*_ -_! ALL ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM • +i- ;STA 558+603 PIPE 2 - _ LFIA HARBOR. (2 , 4° HDPE) MLLW ELEV.=O,0 IS EQUAL TO NAVD 1988 ELEV. =+5.292 >' hw .ao c,iN ip d 30 ,� s'm ,,'q .h '� ,,,1� �0 20 2. THE HORIZONTAL CONTROL NETWORK(IS BASED UPON NORTH AMERICAN DATUM z .r to �� a I I o $ „ j o m _v'NAVD 86 OF 1983 NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. r i' r w 3. FOR TYPICAL TRENCH DETAILS SEE DWG NO. C-13. 25I = ...1 �.� I. ___ .._..._� ` _ .. -� ._ p� BASE 5. NTSED • —� �_ L ---__ - "-- _53,00 " ' ""-'- ---^---- -- ---j-- --__. ,._y _-__ -25.0 MAINTAIN NEGATIVE PIPE SLOPE FROM SALEM VALVE STRUCTURE TO I.56H00 66�0+00 559+00 558+00 SSJ+00 556+00 555+00 .554+00 553+00 552+00 5----- 550+OO�Sa9+00 548+00 59/+OU 546+00.. 545+00 544+00 543+OD 542+DO 540+UO PIPE LOW POINT IV FEDERAL CHANNEL. -I SEE DWG 13 H 13ASEC FOR PROFILE TYPICAL TRENCH SECTIONS i'r DBGN. BV: bSW DALE: CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT D'°Mng TRI.: DWG. NO.: MARBLEHEAD PIPELINE N6RSON8 SFSD OWN. 8V: RA. 22-OCT-2014 PLAN AND PROFILE C RECORD DRAWINGS FEBRUARY 2016 50 FORT AVENUE iw`Am xN.�wa�a NO. DATE 'Y REPLACEMENT PROJECT SALEM, MASSACHUSETTS _ :-aKD. BV, Ra SCALE:. SHEET 3 OF 3 REVISIONB - ..�appy 9Y: AS NOTED Station Collar No.I Northing Easling flse.Top of Ploe Elev.Too of Block Black Station Colo,No, Nonhia0 Eauiol Nev.Tepof Pipe EIev,Top of DloG Block S1a11on Collar Na Northing EastinH EIev.TOD of Pipe EIev.Top of Block .Block SOOWS 1 3013000.2186 82))58.8163 J 8 Single 508+35 79 3033391.841 02ti956.8972 -14 '-13 Double 519+60 158 3016912.185 826130.8409 -11 30 Uoubk 500+55 2 W13083.903 82)]45 8F fi ) SIngle 508+50 80 3013353.773 826046.7914 -14 33 Din"le 519+'5 159 3014426:263 026128 0)3) -21 -20 Double 500+58 3 3013087,503 $27142.9078 5 6 Single 508+65 81 1013364.703 826438.0769 -14 13 Double 519+87 160 3054440:114 826124:6362 -22 -21 Double 500+)) 4 3013089.995 827127.0337 3 4 Single 508175 82 30133)604) 828429 9o9s -14 -13 Double 520+OD 161 3014455 091 826122.3117 12 -21 Double. 500,82 5 3013095.448 027124.9473 2 3 Single 508+90 83 3013388.83 826423,20% -14 -13 Double 520+15 .162 3016468386 82611919853 -22 11 Double • 501,03 6 3013104.553 8271070038 0 ] Single 509,07 84. 3013902.228 828414.2063 14 43 Double 520+30 163 3014484.024 826.116:0895 -22 41 Double 501+05 7 3013101.179 8271033321 0 1 Single 509+20 85 301341])84 826407.9633 14 -13 Double 520+45 1" 3014495641 826113.1126 -22 -21 Double 501+20 8 30131.13.829 829089.2219 d 0 Single SD9H9 86 3013425.368 826600.6128 -14 13 Uauble 520+55 165 3014508g2 826109.679 -22 -21 Double SD1+20 9 30/3108141 827087.8591 -2 -1 Single 509+48 87 3013438924 826394.9425 -14 -13 Double 520+71 166 3014523.116 S26105J913 -22. -21 Doubfe 501+45 10 3013128.931 82]066.8473 -2 -1 Single 509+0 08 3033452.09 $26388.9235 -14 -13 Double 520+85 1 167 3014537.293 826100.9966 -22 13 Double 50]+45 I1 3013)13.831 827069.9303 1 4 Single 509+76 89 3033465.4&1 tl26389A439 44 -33 Double 521+00168 3014550.696 826097.114 -22 &i Double .1+76 12 3013333805 82703).6008 -3 4 Sing)¢ 509+92 90 13013479.537 826379.9606 -14 -13 Dpubk $21+15 169 3014S63,641 826052.1148 -22 -21. Double 501+76 13 3013140.11 827041.4725 -3 3 Singie 510+05 91 3013493435 8363]5.248 -19 -13 Double 531,30 170 30345)7.732 026088.0045 -22 -21 Double 501+90 14 3013147.25 827028,0087 -4 -3 Single 510+20 92 301350).2" 826369,8847 -44 -13 Double 521+42 171 3014590.883 826083.0039 -22 -21 Double 501+90 15 3013140.521 827024.3942 -M1 -3 Single 510+35 93 3013520 436 826365.1862 -14. -13 Double 521+60 172 3014606.298 826077,9632 -23 -22 Double 502+07 16 3013/47,344 827010,0695 -4 -3 Single 510+S0 94 3013533.734 026361.7816 -14. -13 Double 521,75 173 3016620229 826072.5542 -23 -22 Double 502+07 17 3D13154,411 827013.512 -4 A Single 510+65 95 3013547.35 826357.7403 -14 -13 Ueubk 523+90 174 3014633.911 826067.4116 -23 -22 Double 502+24 1g 3013162151 8269993554 -4 -3 Single 510+78 96 3013561.008 826353,9155 -14 43 Double 522+00 175 3014646.116 826062.5807 -23 -22 Daub@ 50N25 19 3013154.244 816997.192 -4 -3 Single 510,90 97 3013574.367 826350.3215 -14 -13 Dpuble 522+15 376 3014658.756 826057.6192 -23 -22 Double 502"5 20 3013169.878 826980.9392 -5 -4 1 Single s11+07 90 3013589.31 826347.37x'1 -]5 -34 Double 1 522+30 '177 3014671.6 826051.7667 -23 -22 Double $02+45 21 3013162.480 826979,6223 -5 -4 Single 511+20 99 3013603.620 826346.1431 -15 -14 Double 522+45 170 301468S.67 8260057390 -24 -23 Double $02+62 22 3013176.847 826964.1418 -5 4 Single %512+n107 070 3013619252 820349,4221 -15 44 Double 522+60 179 3014698305 '836040.0913 -24 23 Double 502+66 a 3013171.57 0269617934 -5 -4 Single 101 3013631.953 826337.9483 -15 14 Double 58,70 180 3014711.612 82fi035.3741. Q4 -23 Double 502+68 24 3013178.099 826960.3966 -5 -4 Single 102 3013646.881 826334.5388 -15 -14 Double 522,85 181 3014724,824 826030,1134 -24. -23 Double 502+81 25 3015179.554 8269".3111 6 5 Single ID3 3013660.665 826331,676 -15 14 Double 523+00 182 301473),09 826024.5655 -24 -23 Double 502+90 26 3013187.652 826940.5254 .6 .5 Single 104 3013674.212 826328.9285 -16 -15 Double 523+15 183 3014]50.6)2 826019.5952 -24 -23 Double 502,90 2'7 3013183,361 826936.8143 -6 -5 Single- ]OS 3013680.303 826324+316 -16 45 Double 523+28 184 3014764.701 826016.0382 ,24 -23 Double 503+03 28 3013187943 826924,3498 -7 -6 Single 106 3013702.029 826320.9092 46 45 Double 523+" 185 3014778 208 826032 0719 -24 -23 Double 503+09 29 3013195.654 026921,7569 -7 -6 Single 107 3013]]5.295 926317.3708 -16 -15 Double 523+60 186 3014793.154 $26007,9535 -25 -24 Double 503+20 30 3013194136 826908)6)6 -7 -6 Single 108 301387182 8263145329 16 -15 D ble $23+)0 187 3014605.383 82WO3.6519 -25 -24 Double 503+28 31 3013202,41] 826901.7537 -8 .7 Single 109 3013730,085 826314.1000 -16 -15 Double 523+85 188 3014819848 825998.SD39 45 24 Double 50312 32 3013199.55] 826887,54]6 -0 -7 Single 110 3013792.603 826309.9946 -16 -15 Double 523+97 189 3014831.792 $25994,9819 -25 34 Double 503+52 33 3013207.409 826879.8506 8 1 9ngle 512+60 111 3013]45.3) 9263098403. -16 15 Double 524+14 190 3034844.189 625990.3007 -25 -24 Double 503+63 34 3013203,603 82686)6388 A -9 Single 512,BU 112 3013759,326 826305.8825 -16 -15 Double 524+27 191 3014856 015 825985.3993 35 -24 Double , .503,74 35 301321185 026852.]]25 9 -8 Single 513+01 113 3013]]7572 626301,7617 -16 -15 Double 524+40 192 3014969L74 :9259809513 -25 +24 Double NOTES; 503+81 36 30132%226 026849.1519 9 -0 Single 513+13 114 3013793ID 026298.95" -16 -15 Double 524+55 193 3034685459 825975074S -25 -24 Double 504+03 37 3013207,381 026828,3973 A -0 Single 513+35 115 3013810.725 826291.6647 -17 -16 Double 524+79 194 3014897.]8] 925970.6378 -25 34 Double 1. NAD83 MASSACHUSETTS STATE PLANES, 506+10 38 301321573?) 0268217436 -9 -8 Single 513+48 l]6 3013820 025 826290 1295 47 -]6 Double 524+85 195 3014911.564 1125965]241 -25 -24 Double MAINLAND ZONE US FOOT, 506+23 39 3013209,307 8268080587 A -8 Single 513+62 Ill 3013838.338 826285,8438 -17 -16 Double 525+07 196 3014924.878 825960 3526 -25 -24 Double 2, ELEVATIONS ARE ESTIMATED TO THE 507030 40 3013217251 026801.5564 -9 .8 Single 513+76 119 3013853.805 $26292,4344 -17 16 Double 525+31 197 3014938.423 825955.2099 35 .24 Webb, NEAREST FOOT AND SHOULD ONLY BE - 504+42 41 3013209.453 826708.3314 -10 .9 Sing, 513+92 119 3033867403 826279.6834 -17 1 -16 Double 525+25 too 3014949.864 825951,9496 -25 -24 Double USED FOR REFERENCE. 504+5D 42 3013216.631 826781.5709 -10 -9 1 Single S14+W 120 3D13983539 8262)7.37)1 47 -i6 Double 525"1 199 3014965 718 8259445691 -25 -24 Double 614+20 121 3013895.033 926275.5401 -18 -17 Doub@ 525+55 200 3014978.09 825940,7883 -25 -24 Double 3. THE COLLAR NUMBERS N TnE TABLES MAY 604+65 a3 3013215.906 826769,0663 -10 -9 single NOT NECESSARILY CORRELATE TO THE GALVANIZED 504)3 44 3013215.906 816759.5443 -10 .9 Single 514+55 122 3013920)2) 9262732364 -38 -17 Double S S+EB 201 3014991.99) 82593 -25 -24 Double NUMBERS ATTACHED TO EACH BLOCK. 504+80 45 3013209.8 A 9 836740.094 -SO Single 514+50 123 3013925S75 3262701711 SB -17 Double 515+81 302 30)5003)82 0259320743LW43 -25 44 'Double 500+07 46 3013208 498 826741.8107 -10 .9 Single 514+65 124 3013940 34 826267.7535 -18 .17 Double 525+95 203 3015019.096 825926.3738 45 -20 Double 50+791 47 3033215.366 826740.2423 -10 -9 Single 514+80 125 3013955251 826265.6523 -18 -17 Double 1 526,33 204 3015032.071 025920.6376 15 -24 Double 505+12 48 3033214,803 82671].8]35 -10 .9 Single 517095 126 3013969.453 826263.1306 -S8 -l7 Double 256@6 205 3015045.942 925916.8486 -25 -24 Double 505+27 49 3013205,133 826703,5718 10 -9 Single 515+10 127 3013963.154 826260.6248 -18 -17 Double 526+40 206 3015058.347 825912.5977 35 -24 Double 505+52 50 3013204.049 826698.5611 -10 -9 Single 515+25 128 3073998.402 826257.6596 -19 -17 Double 526+55 207 3015072.939 825900.3351 35 -24 Double 505+33 51 3013213.863 826697.49 -10 -9 Single 515440 129 3014019.390 826255,1333 1 10 -17 Double 526+68 208 3015064 509 825902,929 .25 -24 Double 505,55 52 3013211.99 826676:8822 -10 .9 Single 515+0 130 3934034.516 826251.4709 -18 -17 Double 526+81 209 30150984522 815897.4983 35 -24 Double 505+55 53 3013202.087 826677.4823 -10. A 1 Single 515+75 131 3034047.318 926246.0769 -18 -17 Double 526+95 210 3015111.258 825893.2443 15 -24 Double 505+74 54 3013200.761 826659.2928 1 -10 .9 Single 515+90 132 3014062.!37 826245,7701 -19 -18 Double 527+10 211 3015124.680 825888,5239 -25 -24 Double 075+79 55 3013200.874 826656.086 -10 -9 Single 516+05 133 3014076,349 826242144 -19 -18 Double 527+25 1 212 1301513a.818 825884.4959 1 35 -29 Double 505+93 56 3013200.502 826637.8383 -30 -9 Single 516+20 134 13014092.257 82623BLI07 -19 -18 Double 527+40 213 3015152,018 825880.0091 -25 24 Double 505+97 57 1 M13207 8266349493 10 .9 Single 51&32 135 3014104.408 826235,563" -19 48 Double 527+54 214 3015165.849 $25873.8584 15 -24 Double 506+12 58 13013200.252 8266141959 -10 -9 Single 516+48 136 301411SA03 826231.9426 -19 IS Double 527+68 225 3015178,733 825869.0198 -25 34 Double 506+20 59 '3013201,406 826612.365 .13 -10 Single +'16+07 137 30141306817 825228:3052 -19 -38 Double 527+80 216 3015191.621 825864.914 25 .24 Double 506+32 60 3013204.496 816599.1826 -11 -10 Single - 516+75 138 3014145478 926224.9021 -19 -I8 Double 527+97 W 3035207.19 825807.5292 -25 -24 Double 506+35 63 3013230.191 826598,3351 11 -10 Single 516+93 139 3014159.536 826221.0565 -20 -19 Double 520+09 210 3015217.369 625857.13+5 -25 -24 Double 506+50 62 3013214.181 8265842893 -12 .11 Singi¢ 517+05 140 3014173.226 826216.5505 1 -20 -19 Double 528+30 219 3015236.731 825850.818 15 24 Double 50b,57 63 3013210769 626580,0139 -12 -11 Single 517+1] 141 3014185.902 826212A75 40 49 Double 529+40 220 3015250,274' 825847,4077 -25 24 Double 506+70 64 3013223,735 026566,70" -12 -11 1 51g11e 537+32 142. 3014200.034 8262072451 10 -19 Double 528+57 211 3015264,512 825860.6595 -25 -24 Double 506+69 65 3013219,251 826565,7841 1 -12 -11 Single 517"5 143 3014232.397 826203.2467 -20 -19 Double 518+70 222 1015276.146 $25836.3071 -25 -24 Double 506,90 " 3013236.407 826551.960 12 -11 Single 517+63 144 3014226.306 826598.2969 de -19 Doule 528+95 223 3015288.]28 825031.2349 -25 -24 Double 506+90 67 3013230.144 8265403399 -12 -11 Single 517+75 1 145 3014239.77 826192.9068 30 -19 1 Double 529+00 224 3015304.833 $25825.7559 -25 34 Double 907+05 68 3013245.84 826542.1443 -12 -It Single 517+50 146 3014252,552 926187.6789 -20 19 Double 529+14 225 3015315.472 825819.4164 -27 -26 Duubk 507+05 69 3013240.02 826536.8106 -12 31 Single 518+05 147 3014Z65.366 826183.1363 -21 -20 Double 529+25 226 3015327.861 825815 8708 -29 -20 Double 507120 JO 3013256.342 926532,5424 12 11 Single 518+18 148 3014279291 826177.4701 -21 -20 Double 529+40 221 30153416 925811 0129 -31 -30 Double 507+21 71 3013251.542 8265270325 -12 -11 Sb; 518+30 149 3014Z90.845 826172.2385 -21 QD Double 529,55 228 3015354.731 025806.425 -33 -32 Double 507+32 72 3013260.905 826518.5094 -12 -31 Single 518.5 Iso 3014304.0] 826166.4347 31 -20 Double 529+68 229 3015368.542. 825802.053 -34 -33 Double • 518+W 151 3014317:]24 816161.85)9 11 -20 Double 529+05. 230 3015383.635 825798.2729 -30 -37 Double 507.1 73 3013268786 826532,592 13 -12 Single 518+72 152 3014330.514 826155,9606 -21 -20 Double 530+00 231 3015401575 825794.2]54 -92 -41 Double !{i t3 Y . 507"1 74 3013273.6 82651819826 43 -12 S'ulgie y1 518+88 153' 3034345.248 826150,5033 21 -20 Double 530+10 232 3015409.946 835]92 2071 -43 42 Double 33' S 507+76 75 3013295.99 826491.104 -13 -12 Duubk fit, t? 121- IY�Y.• 519+02 134 3014359732 8261454Double 530+20-21 20 Dou530+20 233 3015425.19 815/869485 :43 732 - Onuble i / ' 1. !!!' n SDI+91 76 3013310.315 828485.6953 -13 508+05 77 3013319 8264]060$6 -]0 -1] Double 519+]5 155 3016371.001 6261418331 -21 -20 U3 0+4 530+40 230 30156.311 825)83 0109 -44 43 Double 508+10 7 51990 156 30]4385.293 0261372738 -23. -20 DOnble 530+55 235 3015449.068 825"56964 -45 -44 Double ]8 30]3332419 8264646416 -14 -13 Uoubie , . 1. \`l 519705 1ST 3014399 307 826133.835 11 30' Double 530+67 E38 3055462.93 815771.0755 -46 -95 Double CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT DS6 ' By' DSW DATE: Dlpxing Tine: Diboll. NO, MARBLEHEAD PIPELINE 50 FORT AVENUE PMR30/2fs SSD UwN. er RA 22-DCT-2014 PIPE COLLAR COORDINATES /� RECORD DRAWINGS FEBRUARY 2016 F u.,64«zti,.'+9,gm C-4A N0. DATE REVISIONS REPLACEMENT PROJECT SALEM, MASSACHUSETTS a+KO. BY. Nae- s NOTED SHEET 1 OF 2 BY APP V. BY: Staxlon Collar No. Norfhin8 fastW Elev.Top o3 Pipe fie--.ToBStork Sration I Collar No. Northing. Ewing Elty.Top a Pipe EIev.Top at Slple Block Sta<kn Collar No. NorthlnH Fasting Elev.Top of Pipe Elev.Tap of Block Block Station COIN No. Northing EazNng EIev.T°p of Plpe Elev.lop of Slack 91ock 530+80' 237 30154]54]8 325)660.695 -06 45 Double 1542.13 1 316 301650]617 635295.3474 -1% 16 Double 551+85 395 301]43599) tl25363.8864 _ 4I -30 Daubk 55)+50 435 303]99]:650 825113.564) -8 q Single 530+95 238 30t5488.iJ8 925)60.9582 -q] -46 Double 5@+26 317 3016515.434 825188 9418 -i] -16 PoULIe 551+07 396 3017449AB1 835161.855 -31 -10 Double 55),65 436 301g0U9303 825116.%SOJ .q J Single 531+30 ]39 30Y55013>1 g15J5a.UA59 .M1B 47 .) Single Dauble 542+43 338 301651].1]3 825280.9686 -1' -16 Double 552+13 397 30])46).,631 32516103ri -il 40 Double 55]+66 437 3018010.5]5 821300.)368 .e 531«25 240 3015514.09 88)49.309) i8 d7 pouble 542+55 319 3016539.486 8252)4,4099 -1I -14 Double SSL+i) 340 303%4]].1] 825160.003 -SY SO Double 557+70 638 301807)413 825108.9532 -tl q Single 531+3J E41 30t552%U34 025]42'5832 0.6 -0J pouble 542+)0 fl20 3016552191 825266,44]5 1} -16 Double 552+40 lYY 3021490 724 915359.2852 .11 -10 Double 55)4)6 439 3018022821 8251160]93 -q q SlnAle e 531+50 262 3015539.53 B25>36.]JJ6 -48 47 Dauble 592+83 321. 3016563.90.9 82S260 50,14 -17 -16 Double 552+55 41+13 3021505.433 825156.8205 -IS 10 Double 557+85 440 3018034.01 25110.266 -8 .J Sinple 531+65 243 3015552.)1 325}317.9377 -q8 d) au Dble 542+91 322 3016518.77 825254:8701 -17 -36 Daubk 552+6] 917] 301)53).933 8251554855 it .10 Double 557+92 411 3018038.591 8$25110.04 -8 .7 Single 531+81 144 3015566.259 82584.5158 -00 -47 Double 543+13 323 301654063 92524892W 16 -15 Daubk 553+83 402 307]533.53 825]53.8196 -11 -30 Double 1558.m 441 3018047.369 825117.1484 -0 .) Single 53095 245 30155)9.843 825]19.1-012 -0$ <) pouble 543+27 324 3016604.441 8252414)95 -16 -15 Double 552+07 403 3021596 338 6]1151.053 dl -10 Double SSB+W 043 3018054.08 8251ll.9532 -H _) SinRle _ 531110 246 3035592.442 815)13.3261 -00 -d] Double SQ.5 325 3016620.)88 .925233.9698 -16 -IS Duuple 553+13 003 3017561.685 825149.380) -II -l0 Double 558+17 444 301806M1.841 825330.3465 8 .) 5inple 532+25 247 3015604.037 825]064048 -48 -47 Double 543+50 326 3016625.934 825I3t903 -16 -15 Dauble 553+27 405 301}5)6,076 825146.6051 -il -30 Uouble 5558+34 445 30180e)B" 82511]645% 9 S7N4 Rle 53+13) 298 30156]0.gq0 32900:69)8 -08 -47 Doable 543af0 327 3036635.056 825231.16]3 Sb -15 Single-0553,40 406 3017589,833 925143.8331 S1 -30' pouble 558+45 446 3018091.001 8251103281 -} .6 Single 532+56 299 307 5632.)56 625695.3)31 -qDouble 8 ) Sa3+6J 33H 3016439.686 815223)636 38 -15 Singlo- 753150407 301/603568 6251413615 -33 SO Double .558+55 M1OJ 301gt03.665 82531%609) -) .fi Single 532«6G 250 3035643.996 8256900.33 48 4) Double 543+)5 329 3016609.342 03522440}1 dfi -15 Single. 553NO 408 301J61J.301 825138,7454 43 40 Double 116469 648 3016113.189 8251100939 q .6 Single 532+68 251 3035646.71 325690.2115 -08 -07 Double543+82 330 3016651.159 8252]5.59}5 d6 -15 Single 553+85 409 3017632.512 825136.6014 31 -10 Double SSB+95 449 825685.37)2 .48 4) Double 3018162.32 825104 8752 -1 -6 Single 532,80 252 303565%569 - 543+92 331 3016658.391 825220.3853 -i6 -]5 SinRle 554+00 410 3017646.595 035135.4117 41 .SO Ooubk 559+00 450 3018143.206 825097.9615 -6 3 Sngle 532+90 133 303566690] 825681.546] -40 -47 Double SWrv07 331 3016660)85 825211.1606 Single 554+35 411 3017661)8 835333.1066 St -SO Double 569+11 451 3018155 927 825090.1216 -5 Ain10e 533«05 354 3015683 351 825676.5198 -a8. -4> Double 144400 333 3016669363 825213.1]95 S6 -15 5ingle 554+28 411 301)674.439 825131.9253 -11 -3U Double 533+35 255 3015)09.831 815666)0)9 -48 -4J 559+15 45E 3019351219 8250880.106 -6 -5 Single Dauble SOM03 334 30166]0402 9232050503 dG -15 Single 554+40 413 3017686,912 815]30.2445 -11 d0 Double 55980 453 30]0.163.439 8250)65)28 -65 Single 533+37 356 3015)3]594 825665.949) -68 -a7 Double 544+15 335 30166)9961 825200.1425 -ifi -IS SInOk 554+53 414 301))00.8349 $25128.6004 �11 -]0 Double 119435 454 3018211.096 825076.9177 -6 -5 SIn81e 533+6J 257 3015)40.024 825656.2)45 -49 47 Double 549+1] 336 3016684.93 825205.8]92 -i6 -15 5ingle 5$4-6) 415 3pl'70;0! 825,28.038 3t -30 Double SSW 50 455 30181]6,513 325061.9601 -6 -5 Snga 533+81 258 3015752.812 82.5651.9241 ae -4) Double 54622 337 3016695.E2 835207.5211 -16 -15 Single 554+81 414 3037729.954 835126.049 -11 10 Moble 559565 456 3018284]96 82506068IDS5 Single 539+ 259 3015)66.06 82564]_1014 -46 -4% Double 546+3] 338 3016691.292 825392 6006 -15 Single SS4+95 %} 3017743.089 625125.991) -10 -9 Mubl¢ 554+6) 457 30181tl8 1 H2504'J.560> 6 S 5ingle 539+12 260 3015)82.535 825fi40.603fl -q7 -4fi Douhk 504+40 339 3016%03535 025184.5856 Sfi -15 Single 555+10 418 30]})32.4]3 825110.2965 -1D -9 pouble 559+]5 459 3019196,121 625096.3801 -6 -5 Single 534+26 261 30]5]95 309 8256362168 y) -46 Double SM1O+W 340 3016)0%48) 825195,1555 -16 -15 5ingk 555+25 619 3017))2.781 81511]9913 -10 -4 Double 559+8] 459 303722017.6 J1 925032.0545 -6 -5 Single 534++4 262 .3015816.602 825629.295] d6 JS pouble 544+55 3di 30160.3.)83 8251)).3056 -16 -]5 5ingle 555+38 620 303))96.0)8 825123.]565 -10 -9 Mubk 559+95 460 3018211.136 8250305563 -6 .5 Single 539+50 263 3015819.664 02568.7921 -O6 AS Douhk 544+kA 342 303683.335 815]86.5608 -36 d5 SinRle 555+53 M1I1 3021807)88 825139.4544 -30 -4 Double 536+6) 164 301583385] 6256229083 -06 -65 Moble 560+05 461 3018230.0SJ 82.5018.225E -6 -5 Single 594+10 Sa3 30168))16 8151]01609 -16 35 Single 111465 622 3021413.336 9253y93761 -30 9 Double 560+15 463 3018222.4)9 BESOl5.9]44 -5 -4 Single 536+%6 265 3015844.131 825670.3525 .06 -45 Double 54405 344 3016)36.]9% 87510.3115 16 -IS Single 555+)9 423 3021825.924 8251123261 -]0 -9' DouLle 534+92 -266 301585).146 825614 4606 -05 t4 Double SGMiS 463 3018131.91) 825002.8165Zingle .549+95 345 3016)46.O24 825211)4 -16 -15 Single 555+92 414 301]940.163 92533G.2IA1 -30 -9 pouble S6M3) 466 3018236569 8149981045 -4 535+33 267 3015895.05 825598.2273 -00 -3Y pouble .3 Single 546+9] Safi 3013239:}86 8Fi163.8399 S6 SS 5ingk 556+0% 425 3021950.406 625115.3363 SO -9 Dauble 560+-0) 465 3016135.998 824904.8331 -3 -2 Single 535+37 260 3035800,03) 825596.6)39 -4p -39 Moble 545+10 d4) 3016)53.[5% 815]59.5108 -15 -14 Single 556+22 426 30]]669.313 025114.1479 -10 -9 Double 535+3] 369 3015900.255 8255915071 -d0 -39 Dauble 560+9 456 3018243.64) 8249)52101 0 3 SlnWle 545+L' 340 3016]51.32] 825159.19113 -15 10 Single 556+35 427 3021832.5]) 82-----1 9 -10 9 Double SW«59 067 301824]0.84 824981.6)31 0 1 Siry3k 535+32 DO 3015926.972 815585.)338 -35 -34 Double 545+28 '349 3016)]3.64) 825164.]7 -15 -14 "1She556+49 428 301]895 8 825114,001 -SD -9 Ooubie 535+85 271 3015943.9)3 8255)8.90.6 -32 -3i D°ubk 560+)5 968 3038258.919 824965.2395 0 1 SlnpJe 565+35 350 3016)63.564 835153.3299 -15 -14 StnBi< 554+65 429 301)911.366 8151140.553 -10 -9 pouble 5a-D,}g 469 3018154.888 926960.946 D l 5ingle 535+95 83 3035952 092. 8255)5.9123 -30 39 Double 505.39 351 3016)01.435 825196.3391 -15 -14 Slnele 556+)8 490 3017934.)8 825112.1119 -9 536+16 ZJ3 3015972.430 925568.9033 -2) 46 Dauble -$ Double 560+60 4)0 301816].362 814963.5254 1 1 5ingle 545+40 352 3016]91.51) 825157,4809 15 14 Single 556+92 431 3pP9393J] 811]]3.1525 -8 -7 Daubk 560+82 4J] 3018262369 82.494$)2>8 1 536+19 2)4 30159)9.407 82556].3 t56 -27 -26 Doublo 545+45 353 3016799AW 825139.3489 -15 34 Single 557+34 431 301)980592 7225112)6]5 -8 -% 5'rn le 2 Single 536+44 PZ 5998 W3 825559.499} 33 g 560+97 472 3018259,731 024942.5023 2 3 Single -22 Doubl¢ 595+55 356 3016906,28 825149.624 -15 -14 Single 557+60 633 30ll9gOJ1J 62510].60078 -J Slntlk 536«50 276 3016000,911 825553.9469 -23 -12 0°0618 56i+10 4)3 3018261655 926927.0404 3 6 single 545+65 355 3016038.4)1 975138.930) -35 -14 Single 117450 934 302199609] 82530))993 -8 -) Single 561+15 474 3018261.186 82498 0.21 4 ^ 536+65 2J) 301601%.J6 8255513985 -21 -I] Dbubl< 5 Singk 536+90 1]8 30]6039.]4 835541.]263 -23 -10 Double 545rtl0 356 30]6930,996 8351623163 35 -t4 Single ' 546+0] 35] 3036850.65 625145.61% -14 -13 Double 53)+00 3}9 301604)365 925538.7641 .10 -19 pouble 546+15 350 3016869449 325147.7203 -14 .13 Double Sl)+0$ 280 301605).191 825533 0241 -20 -19 Double 546+35 359 30168860.22 825147.1511 -14 713 Daubk SWHS 181 3016091.188 025519.0398 -19 -18 pouble 546+8 360 30I6904.12M1 0251487831 -10 -13 Double ADDITIONAL FITTINGS 537+40 381 3016085.008 8355]5.9407 -39 .S0 abbe 506+6) 361 3016918654 825149.0055 -14 -13 Double Station Flulnp Npr(bing Easting -19 Double SEE SHEET 40. FOR NOTES 53)+4). IBS 301608].9]6 tl25514380 -19 546+05 362 31716936.66) 825152.39]6 4H Double -I4 -13 Double 500+06 EfC PIPET&3 3013063:10 82)109.]6 537+66 204 3016100.5]3 8355@.7867 -19 54TC0 363 30]6950.tl09 825153.)391 -14 -13 Double 506+80 FCH PIPE-2 301323].50 636557.34 3016Y32 SST)] 2771 3016116,21 67549])893 -39 18 poubDoubleS4h15 364 301696LSSJ HIS1560D75 -1q 13 Double 50]+11 fCM PIPES 3013293.53 826992.39 537+95 286 J43 825488.301) -19 -18 Double 54),60 365 3036990.68) 825159.0378 -14 -]3 Double532+07 EFC PIPE-1 3013680.55 826324,84 30]6146. 538+08 19 3016143.821 925481.0915 -19 SB Double 547+9 366 301]00].901 825160.3604 -14 -13 Double 512+50 EFC PIPE-1 3013729.01 826312.47 538+ID 3tl8 5)9 815981.354 -L9 -38 Double $47+75 367 301}026386 035161.6239 34 -13 Double 543+90 FCH PIPE- 2 3016660.25 825216.43 538+36 289 301616],848 825469 0504 d9 SB Uouble 54)rv90 368 301%041.31] 925160.12'6 Double 543+95 FCH PIPE-1 30]66618) 825307.93 538+50 290 3016101.085 8].1+62.3666 -l9 -SB Double 548+173 369 303)053.633 825163]4] -33 -12 pouble 545rv39 111/4*SEND PIPE-3 9016)87.63 925343.19 538+63 291 30161920.13 615456.7454 -19 -18 Double 548+21 370 901)069.895 825164]593 -1331 ou Double 111/6'6END PIPE2 3016]96.)) 835153)) 539+17 292 3016104.500 825450.3]8 49 -18 Double SO9H0 3%] 301)081.328 825166.5023 -13 -li Double 545,39 545+}1 22 1/1'BEND PIPf-3 3016B19J0 82 536,93 293 30362]).126 825463.21]6 -19 -18 Double 548+M1] 3]2 301]099.382 82516].2]42 -13 -12 Double543+)2 331/2'BEND PIPE2 533953 3016826.35 82514),95 539+05 294 3016328.864 82543]256] 39 -1$ Double 508+42 313 3/721112919 82516 56 1 -13 732 Double 550560 FCH PIPE-2 '3018105.00 6253343] 539+]8 295 30]6241.963 Bb431.t901 -19 -19 Double 548+)5 3JM1 30llII6.U32 825169.938% 1 -13 -12 Double 118461 iCH PIPES 3018112.16 825169.66 539+32 196 31736253.93 875424.3499 -19 -18 pouble Neg+95 3)5 301]]94340 625-)0.943 13 32 pouple 559+80 g5'6EN0 PIF61 3018118 OS 825108.60 539+4) 29} 3016166.889 32541).7857 -19 -18Double 549+05 376 303)353.9t $25]%34%21 -13 42 Double 558+80 g5'BFND PIPE-2 301018.65 825133.71 539+61] 198 30162'0.2%$ 825411 0507 49 -18 Double 549+30 38 301'107.69] 025]R.9o$ -13 SZ Double 560+65 EFC PIPE2 3018252.4) 82697109 539+)5 199 3036293Ai1 635909.6516 d9 -IB Double 549+45 3)B 301J196.t05 925213.1811 1 -13 -11 Double 160482 I21/2'BEND PIPE-3 1038258.18 824951.07 539+90 304 30]6303)33 825399,639E 19 -18 Double 549+60 3]9 301810.106 825219.215) 1 ,13 -12 Double '560+62 311(2'BEND PIPE2 3pyH143.61 824950.53 540+03 301 301631).69 825393.0569 -14 -10 Double 549+75 380 301824.512 825]]4,133 33 53 1 ODubie S63H6 Ef[PIPE]&2 301029.32 024805.48 S4Or1] 302 9016329.33) 925396 03)2 d9 -1B Double 549+9p' 381 301838:92 9252193072 -13 -12 pouble 540+32 303 30t6302.92tl 815300.8471 -10 -17 Debbie 550.00 382 3021250955 8251]493]] -12 -11 Dauble EEC - ELECTROFUSION COUPLING sgp.4s 304 3012356.093 8253759707 -18 -37 Debbie - SSa1s 983 3021265.)9 $25--5.]626 .12 -13 Daubk FCH - FLANGED CONNECTIONS WITH HASTELLOY BACKING RINGS S6M60 305 3016366802 8253)0.]945 -38 -1J Double SSU+2] 384 301)278910 9251)3 02]9 -12 -13 Double 360,]5 306 30]638]535 825366.6869 -18 37 pouble 5$0+42 365 3012293.322 63518.6280 -II •il garble 540+90 301 3036395,0)5 8253585843 -18 SJ Double SSOe57 306 3017308.403 1825171,9069 1 -12 -11 Dauble 501+03 308 301640).$55 875352.]9$4 -17 -16 Double 550+70 38%' 3017321.849 825170.0872 -12 -11 Double • 543+1) 309 3016020.369 825345.W69 -17 -16 Double SSMHS 360 301]336.442 825370.1599 -13 -11 Double 541+30 310 3016431.04 $253328199 21 .L6 Mubk SSI.0D 369 301)349.919 825168.1825 -12 -11 Debbie 54UM15 311 3016443)52 825)3]2613 -17 -16 Double .551 NS 390 301/365921 825167.9324 -13 -11 Bubbleto pp !if I z 541+35 312 3016456.444 8253243698 -V -]6 1790718 .551+30 391 3D17379,05 825166.5897 -12 43 Double �J $ AA.�:IL 541+717 333 3011i4G).214 925316 882 .17Ej� -16 pouble 553,43 392 3017393.205 825166,0321 -12 dl Double ~�. <r ^ 541;85 314 30164)9.988 825310.0138 -17 -16 Double / 551+9 393 3017407.446 825384.0413 -11 -LO Dovble �� 592+03 315 31716493.581 8L5300.BOI1. 16 17 Dauble 55140 390 301]d21.05g 875166:289 -11 -ID Double 111, 1 BY: DSW BATE: CONTRACT No, 13-1 SOUTH ESSEX SEWERAGE DISTRICT °raw'"e me Dn. No.: MARBLEHEAD PIPELINE RliL40MS SCSD - `- - DWN. BY: RA 22-OCT-2014 PIPE COLLAR COORDINATES RECORD DRAWINGS FEBRUARY 2016 - 50 FORT AVENUE C-46 REPLACEMENT PROJECT (WD. BY R B SCALE: SHEET 2 OF 2 v G No. DISE RevIS10Ns �. SALEM, MASSACHUSETTS AS NOTED rk•, ti CL EXISTING Diti,PRESSURE I AWNS (TO RF,A)AIN IN PLACE) ^81=1'1Dt5 f ED CONNECTION , _�\ {PISTA �A "0* STA 9D SPED ..•" �. / '}1 ti 1PE-4 - CtMENT, ( DIST PIPES \\ ^, hh i REVETMENT TO REMAIN \ - PRESS _ PRESSURE MAINS 34C HDPEkO '--' STA. 3 CT OFUSE +651 �\\ ��„V/"/_ f /r 1:._ r�.r'\..� IPE i \ v V PIPE g \ l ( f I N3018265.96 E82490.20 TEMPORARl" / �! ��^ ,, �- "•. - \ y PIPE ANCHOR BLACK 2)4 HDPE) f ~jw \ \ rr \ SEE DETAIL DWG, i (REMOVED CONNECT REPLACEMENTL z \, C 10 AND C-ii^�f�,� / ! \ PRESSURE MAINS TO • \ SALEM VALVE STRUCTURE\ \\ (SEE DETAIL DWG. C-10) , , i ` „"' .�,/� 225 B S SALEM HARBOR REPLACEMENT PRESSURE MAINS 24's HDPE MN 22 \ _ ' MOUNDED PROTECTIVE '+ j •% t \ � �'' / `^STONE 04R TRENCH 1 A J \ RAINa`f��rt \ \ STA 560+751 TO _/�iA ()3 �581+5 ''1' ._ '•` i I' - "I MLW=0.3 \ L — INVO p -ATA 1+36 .Sp 38A RCP H !{'.0 n�W ^t". N.! 1 OUTLET TO REMAIN O _ MHW 60NQRETE v� o I r � t \ ! A.t l7 ,.� ��\ 1/--� �hLt r ', f` •� /', +� ° l ��' - •-•.( / RIE �jc`rV_ -r q \� '';a .,.F'If F�/� r% t0 N 0 N�.��`.�y, a• �`RiN? G wv W7CRa� 1� `' 1-r fL�\�.✓ l s!'0'NF [ ,,yam 301 4 TO` t HEADWORK$ s�\ ✓�i' ,. o 1 �; IN (n7i ' -- _ REMOVE AND RESET WPE A SLOPE REVETMENT (SEE DETAIL DWG. C-12 WHITE I,To N' TEMPOR , � PINE (lYP•)",. BYPASS t 1 ONNECTIOI ,SEE\, ` �-- - \ '\ DETAIL DWG 9ii'a VN 1 SESD (REMOVED" 1 N ' �. at� f TREATMENT n\ ='° �'�OVED FLOW Nf F ~ FACILITY FOOT PRINT G ' "09 + ` k`" POWER SALEM \ \ \ SEE GENERAL NOTES ON DWG. G-2 Vi VALVE STRUCTURE B (SALEM) NQTES: \. \ i�' SEE DETAILS ON GWG NO. 1. ALL'ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM HARBOR. ` i\ ✓ �\ �Ll i C-8 TO C-10 �\ MLLW ELEV.=O.O IS EQUAL TO NAVD (1988) ELEV=+5.292. 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM OF 1983 (NAD83). MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, 0 20 40 60 3. OWNER WILL PROVIDE 16° FLOW METER FOR INSTALLATION BY CONTRACTOR. - 4. FOR TYPICAL SECTION STA 560+101 TO STA 561+402 SEE DWG C-13A. 1" 20' CONTRACT No. 13-1 DscN. RY: osw DA E: Drawing Title: DWG. NO.: SOUTH ESSEX SEWERAGE DISTRICT s [j own eY: RA zz—oGT—zo1a AREA PLAN AT SALEM MARBLEHEAD PIPELINE 50 FORT AVENUE -- C-5 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT wKD. DY: RA s AL:. VALVE STRUCTURE SALEM, MASSACHUSETTS APPv DY. As rvOTED N0. DATE REVISIONS DY EXIST.PIER a. !f %i I Taj v, 1 � � f� � � r. i `'Ei�{ ugFr % /� f.V(;L .._ I r 828714.31. 3013261.98 \ Ck EXISTING DI PRESSURE r 94S (TO REMAIN IN PUCE) lY �:� TEMPOF,tARY BYPASS (24" HDPE) ,I r y 1 OUTCROP UTE/�K —t _\ j 1 (REMofID) \ / P IIErE �, EXISTING PIPES PL�ID,GED i' WffH-0 (i i �i3j II �.. 506-�E k" STA \ EXISTING THRUST BLOCK LOCATION. (1'OFFSET FR OF / '(AS.-FOUND IN FIE-lpY� MNNS'(INk DO PRAIN ISNURRE�ACE) !, 1 l z51 r'EXLSIING �`y._ APROX. MfiW EL 9.2 1 C s EXISTING PIPES �'" - m-.f ,.:J ._'��--.�L CUT AND CAPPED '� - '� IN BOTH DIRECIIONS� �t�' _'F}�r— /.. ,„ / - 'I r i-.. / STA 503+303 �SfART E IST TRENCH/ l / Y/ J gf �E `- PIPE 2 = j.�h�' t /' -' // r i/ J( �i i %��`, k� "` .rg�TA9`9D+os£� �AAK MARBL i �, _ .-�.\ l? f• �! 1 !! 1 i• f ti 6%' / '(\`\\�\\t �"✓1fJ 'l_ E'UWGS_N0. TO 10. MAINS 2-24' PRESSURE ~ MAINS 2-24" HDPE � y 1 / GRAVELLt-' ,�,, PIPE 1 BASELINE 1 / / •+�1. - 6 � // l..J . f !/ , ) �\ l /(/ � RAMP LEDGE/ROCK ` •� OUTCROP ` PROPERTY LINE /E GENERAL NOTES ON DWG. G-2 I� l I xr l j 4 �j r� / MLWa=0.3All fi �! �✓� ,f�` 1 !/•,1 �t✓ `_._ J� !� z� / l f /j � j i� i' ``'�,✓Ttrt^��i�, /� -..�� ,;'"� �( i >l NOTES: ' !° 1. ALL ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM HARBOR. MLLW ELEV.=0.0 IS EQUAL TO NAVD (1988) i ELEV.=+5.292. 1 rt j J`. J 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON 'NORTH AMERICAN DATUM OF 1983 (NAD83) j MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. f 3. CONTRACTOR.ACCESS SHALL BE ONLY BY THE ROUTE INDICATED ON MAP ON DWG NO. C-14 " 0 20 40 60 J CONTRACT No, 13-1 OSGN. BY: DSW DATE: D,uwmy nllr. DWG. NO, MARBLEHEAD PIPELINE SOUTH ESSEX SEWERAGE DISTRICT FlOfi4011� S'A AREA PLAN AT MARBLEHEAD RECORD DRAWINGS FEBRUARY 2016 50 FORT AVENUE DWN. ev: Ra 22-OCT-2014 �-� REPLACEMENT PROJECT SALEM, MASSACHUSETTS CHRD. BY. RJB scuE: VALVE STRUCTURE NO. DATE REVISIONS By AFPV BY AS NOTED V .i IP� � \V .�� •,>� t 1 CP ,� �v ��`� . . �'•�., a a�� f .cam C<���<^ 7C j^. I 0 '��. �..I L� I PASS PIPING TEMPO 8Y CON l � / _TMEM!)yPj 5' `� ? ' C'OQ, • f .-� r _ �c` ' r xs'- WA ,ivi V t _-_ -z-r- _._ !/ ''' 't` _ ACCESSR CON(REM// ) v � RUT;E,. %,•% �'� g VC_a F`pOc9 '�/, `/ / j K r `' \ '� , 'i _,.. 1 \'• ,_.�\ i �.n.; \ I fN STOPLOCATION ..' �r t ,e , -f• i '+„ d a-,`- 1 WEPTAP EOCAT90N� -_ 30' X 2� 4" APING SLEEVE r! PAVED AREA 30^ X 24' TAPPING SLEEVE r• 24' Di BLIND FLANGE );C tr INA r -._ J �,-•� .f f i �� N �.% PLUGGED WI;Rl gat;�,y ' >I B 0'- _ BURIED IN SAND ! U CONCRETE, ..k�Cs N i - -=-143013022-88-- N301 --_. - .'`-_— _..: r / 'd' f, 30' SMITH BLAIR"'� `1U •._ S f� E8274 EB272.7B84 -. _ 2EASEMNT ..._ I 20' OFFSET'FROM �! OF j /I �'�S' COUPylN6�'"J+, OEL )p4Y '-. � � � '4V- 4F' \ _. / .-.._ EXIS7INO PIPE =�'% / jj ,..../ '-�AO'TO HDPE '^-a' ` ' l p ,RECASE PIPE / 1 i ;i N307 t.5 u�i"' ¢OLLAR (TVP.)% .'( rl WHITE RIM > i ,�s' v!30 ,AC S?e � ` - 'vrS ---- N) L'& ,... .. ''1.•)'1V.�, ...F f E82743-99 + �+ - - Irl ji _ ''�. %--_— - ...- �:�•../ z t -"- _ r:r i EL 21.0 4'' !'- RE N 2a x za HDPE AREA OF CRUSHED STONE F - '� / s yL --- 499 r -`so°f1.'�/i c"{ .C� rEI.Ey'TRO ,,,r` /� ,k_ /�"`�` x •'�-"- -.- -- - ___ a _-- ~ tiI t w/ CULVERT 24' RCP FLOW (TO REMAIN)FUSE NEWDO NOT DISTURB)1i E / y THIS AREASTA. 50d.0 o h' MARBLEHM..AALVE '� �/ / �`' I '/.r i' r ,� t i;� + CONCRETE SUPPORT BLOCK k STRUCTURE A - ,'� -'-c�,y ©� x '*�� L:- ti4', 8' BELOW GRADE 3' THICK TEMPORARY BYPASS Nk f q'✓f F DWG. NOS. / - S __.. _ &' tt�{- - ., 'C-B i'Q.0-70 ! _ -' ? J \\�,� ,.% CON CTION POINT AND 30' A.C. SEWER`If0 REMAIN ( f r-> LINE TOR LOCATION (SEE DETAIL OWG,C-12) -- '\ 2 COVER$OVERNALVE OPERATORS" J �� EMPOjiAR ,.@ PVC SDR35 SEWER (SEE DETAIL DWG C-12) COREDz1NTDrR00F PANELS) EXITING �4� �RELOC`ATEV DCiRINO CONSTRUCTION; , i SEE GENERAL NOTES ON DWG. G-2 V1, f> EN ON SEALED WTI�H'GROUT R ORAE EW' Rj 9'Q ORIGINAL LINE NOTES" 't� �`' ` �.1 9 r _. 1�F�.; f /F' - _,,,.1_,� yi 1. ALL ELEVATIONS ARE BASED ON MLLW-0.0 FOR SALEM HARBOR MLLW Tj" / -' flbll- �t L� 1 '}�',--�\` ' �;, 'c'�x. ^Y^� 4`T `. ,_`S�-------- , "^ ELEV 0.0 IS EQUAL TO NAVD (1988) ELEV.-+5.292. A-i?,` J G ,I` - pGERRY 1 2 THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN i PLAYGROUND --. I DATUM OF 1983 (NA083), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. a;n -` F zxz;.oma•( p'S;1 - ,..,4 /�(J,.r- \ '-'.� `'__.` _. ..,,) II CS i r I 21 1 h 0 10 2D 30 I"=10 u ' !,� IJ CONTRACT No. 13-1 DSDN—BY. DSW DATC, D;,,,;,;9 nelm 0w . NO.: MARBLEHEAD PIPELINE SOUTH ESSEX SEWERAGE DISTRICTPARSOMS SESD Dw. Br; Ra z2-ocT-zoic 50 FORT AVENUE cHKD. BY: RJD SDALE: AREA PLAN AT GERRY PLAYGROUND RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT C-7 ND. DATE - REVISItlN5 B., SALEM. MASSACHUSETTS As NOTED aPPV. BY: V EXIST. GRADE-\ 15'-0°' REMOVABLE F-RIM EL.= 15.0' ''f ROOF PANELS 15.1 1 rI Y 8" FLOW METER 24 DI PIPE.- 24" FLEXIBLE COUPLING -ro�i CONCRETLACI E �Z4• 24" X16" CONCENTRIC 1 GATE VALVE •µ _.I -. 'T / (SEE NOTE 3 THIS SHEET) INCREASER (TVP) / _ t 1 L..._.'. 12 /_ ( MJ TVP) rn TO HEADWORKS 24 DI PIPE-7 20" FLEXIBLE 12" FLOW METER COUPLING ., )- --: _ _,,..,..xr"- -., _. �1 4 .� �r f i� I...'� _� _ 20" DIPIPi � ..- � InFROM 20" GATE l MARBLEHEAD 2" PVC SAMPLING I `` VALVEWALL I' _..-.� .I-J ,.V..> _ =s-u J; - 4 .. -. ....-.. -. SUCTION LINE I y I / CASTING _ - *, = )'� C_ ""f * -iJY �II v s .-.�., ... \ ` r 2 PVC_ VC _r!, BALL AND lug 15 12" 0"SDI PIPE *1. R — 5 FROM j11 MARBLEHEAD o Li I i MJ (TVP) - ..� .. 11 1/2' BENDS F EXISTING (SEE NOTE 3 THIS DWG) PIPE SUPPORT (TYP)- -7� SUMP I _Cl WALL CASTING WITH WATERSTOP (TVP OF 4) ` 8 20" GATE VALVE- --- -- -- (SEE NOTE 3 THIS DRAWING) SECTION 20" DI PIPE 2D" X12" CONCENTRIC NTS C_82" FLOW METER INCREASER (TYP) VALVE STRUCTURE B NOTES: 20" FLEXIBLE COUPLING 1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER, TIDAL EPOCH 1983-2001, BASED UPON TIDAL BENCHMARK STAMPING 2645 C SECTION PLAN — VALVE STRUCTURE B (SALEM) 1992 ELEVATION = 15.92'. 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON: NORTH AMERICAN DATUM NTS RIM EL.= 21.0'-- OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. 3. SUPPLEMENTAL INFORMATION FROM CONTRACT 74-17 SHEET 6 OF 8 FOR STEEL EXIST. .._0.,, REINFORCEMENT AND OTHER STRUCTURAL DETAILS USED AT VAULTS IS AVAILABLE GRADE \ — FOR CONTRACTOR T0. REVIEW AT THE DISTRICT OFFICE. REMOVABLE- 4. STORE AND PROTECT FROM DAMAGE ALL REMOVED VALVES AND FITTINGS AND 15'± 15'1 ROOF PANELS DELIVER TO SESD FACILITY. t ti -- � - --+ 2 _ (SEENOTE31THISNG WDRAWING)ITH STO (lYP OF 4) DI " - --- -y ----1 �- — 75- PRESSURE GAGE MJ (TYR) �24" DI `--24"X20 DI WYE (SEE NOTE 3 L.._ f �TSOTE 3 TO 24" Dl PIPS SIAMESE WTE 24` GATE VALVE CONCRETE VAULT ' r-t SALEM + - * 1 PRESSURE GAGE 1 _ �.-.___ --PIPE SUPPORT (TVP) CT .0 L "�'�' r SIAMESE I !{ 2%2 X2 SUMP -_t 24" TEE WITH 24' SLEEVE TYPE I 20'TEE WITH a -1 + A I WYE BUND FLANGE 20" DI PIPE 'T ua BLIND FLANGE COUPLING �"---7 "j�%/�,/ 30" PRESSURE jI �+' -� a ! Y 20" GATE VALVE - 12 r a SEWER (A Q) / 20 CATE VALVE TO �, - - f, - �30 SALEM -� X24" DI REDUCER r - - - 111 al 11 1/2' BENDS L_r''� �-�.F _ _ _ `I rL 45' I ----I-«-3 ( ) BEND 20' Di SLEEVE TYPE SEE NOTE 3 THIS DWG 20" TEE WRH 20"J SLEEVE ttPE �- IJ-'- Ij BUND FLANGE COUPLING i MJ (TYP) PRESSURE GAGE i E 20" DI i _.__ - COUPLING� 1 - -.._._ .. .. DI WALL CASTINGS (M.) F - — - ' SECTION A q. . C- X su'uaI"G8 - NTS SECTION PLAN — VALVE STRUCTURE A (MARBLEHEAD) VALVE STRUCTURE A �t ' n Ns � 1 J I CONTRACT No. 13-1 Uscn. By. DswDATE: D.a.m9 nna: Owc. ND.: SOUTH ESSEX SEWERAGE DISTRICT �� ,< UwN. By, RA 22-OCT-2014 VALVE STRUCTURES MARBLEHEAD PIPELINE 50 FORT AVENUE g ppF vwas,.c"wr+ C-8 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT _ ':aKD. Br: Rae SCALE: EXISTING CONDITIONS SALEM, MASSACHUSETTS As NOTED N0. OATF REVISIONS 8Y � � � APGY. Br: ---FOR COMINUATION SEE SHEET C-5 15't 24" SLEEVE TYPE -ALL JOINTS RESTRAINED COUPLING TO REMAIN 1 (SEE SPEC) 16' FLOW METER REMOVEROOF PANELS -:_ " DI_ S_._..____ f ._, TO REMAIN - ...24" X16' CONCENTRIC INCREASER (TYP) -j-. AND PROTECT FOR REUSE TO REMAIN ( /__ I REMOVE 24' DI PIPETEST PIT VALVE i _ _ 'UP TO FIRST MJ JOINT FOLLOWING I _— — — — EE SPECIFICATIONS 4 E R TORE //STARTUP OF TEMP. 0 REMAIN .T � .. / BYPASS CONNECTION. L� S SPEC TO HEADWORKS �— --_ _ I ( -' .... -.._. TEMP. BYPASS _ y, I i �I .>. ...�::-= , - �3 _�- —T ..ter G_ IIF" \ -.�,\� T,.-�-k _ "b — r ' 'w--= In �,'r REMOVE I DISPOSE s. ! ! 20' DI PIPE UP TO j 20" DI 12" FLOW METER �__ �\ 2_PVC 2" SS PIPE AND * Et THIS JOINT (VERIFY IN PROVIDE TEMPORARY EMPORARY �� >r+" �'L VALVES TO REMAIN " ( ( FIELD) _� BUND FLANGE i _�_._ ..,.:_ .a I�-1_-, Y —� YI._rC 2" PVC SAMPLING SUCTION LINE PROVIDE TEMP0RARY BLIND FLANGE _.�__ %12' CONCENTRIC INCREASER (MP) (SEE NOTE 4) ____ I --REUSE EXIST. PIPE SUPPORTS ( "' "' '"' -'" _-\ TEMP BYPASS 20-OI 12" FLOW METER (SEE NOTE 4) RE DI TO ---- - '- `\ REMAIN VALVE TO REMAIN T 20" DI _ I I 20" DI PIPES �-FOR CONTINUATION SEE SHEET C-5 ,:\-20'X90' DI ELBOW { _ __ _ _ J ALL JOINTS RESTRAINED PIPE SUPPORT (TYP) - (SEE SPEC) SECTION B (SEE NOTE 4) F DETAIL LEGEND NTS C-9 A. CONTRACTOR TO REMOVE AND DELIVER TO SESD SECTION PLAN - VALVE STRUCTURE B (SALEM) VALVE STRUCTURE B (SALEM) CONTRACTOR TO REMOVE AND DISPOSE EXISTING ITEM NTS PROPOSED ITEM TO BE FURNISHED AND INSTALLED 8Y CONTRACTOR UNLESS OTHERWISE NOTED. NOTES 1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER, TIDAL EPOCH 1983-2001, BASED UPON TIDAL.BENCHMARK STAMPING 2645 C 1992 ELEVATION = 15.92'. NDPROTECT OOF PANELS 2, THE HORI20NTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM FOR REUSE OF 1983 (NA083), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. -CUT WALL, REMOVE CONCRETE 3. SUPPLEMENTAL INFORMATION FROM CONTRACT 74-17 SHEET 6 OF 8 FOR STEEL15't AND CI CASTING FOR 24" ___ HDPE INSERTION (MPJREINFORCEMEM AND OTHER STRUCTURAL DETAILS USED AT VAULTS IS AVAILABLE FOR __ _._._._._,..-' CONTRACTOR TO REVIEW AT THE DISTRICT OFFICE. � SEE NOTE 3 THIS SHIPFLTf� — 4. STORE AND PROTECT FROM DAMAGE ALL REMOVED VALVES, FITTINGS, PIPE SUPPORTS, FLOW ----- ---- •-- --- _- j AND DETAIL DWG. S-1 ET v ��; METERS. AND DELIVER TO SESD FACILITY. CONTRACTOR SHALL DISPOSE OF DI PIPE WHERE EXISTING DI PIPE 4'� ____- REMOVE AND DISPOSE I I i DI PIPE IS REMOVED. _ _�.�.,:._._ r) -.:.,r `�_- S. EXISTING STRUCTURE SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES DURING :I 24 GATE VALVE I CONSTRUCTION. j.. 6. DEMOLITION AS SHOWN ON THIS DRAWING TO BEGIN AFTER - i h "'1 1 �. �_ REMOVE AND DELIVER GAUGE IA J V - (n. �� \ r ) I AND WYE FITTINGS TO SESD SUCCESSFUL STARTUP OF TEMPORARY BYPASS. \ CUT WALL, REMOVE � � _ ___� +: "�-: `.` CONCRETE AND DI ( REMOVE AND 2%2'X2 SUMP ---- t _ DISPOSE OF EXIST. CUT WALL, REMOVE CONCRETE �y REMOVE ANDS A f EXIST 30 _ CASTING SERTION FOR HDPE PE C DI PIPE SEE NOTE AND Cl CASTING FOR HDPE ,--.. DISPOSE 20' AS S CEM EN PRESSURE r ( BESTO SEE DETAIL yr 1'$E-};, - 4 THIS DRAWING) f INSERTION (1YP) SEE DETAIL � ._;�_ __s /` .Y r_ _ _N GATE VALVE \. SEWER TO DWG S 1. L n d 1 ___ a /�i /� } \ �S . - REMAIN _ _ \ ti ALL EXISTING PIPE I trK iI SHALL BE REMOVED!, - AND DISPOSED; OF BY CONTRACTOR 20" AND 24 (SEE NOTE 4 THIS G.) I SE OW REMOVE AND DISPOSE OF REMOVE AND DISPOSE 20 TEES WITH BLIND FLANGES --- "' '- REUSE PIPE SUPPORTS GATE VALVES REMOVE AND DISPOSE 20 - SECTION A VALVE STRUCTURES AND 24" TEES WITH BLIND `-g TEMPORARY CONDITION �„ SECTION PLAN - VALVE STRUCTURE A (MARBLEHEAD) �,� , � , �� STRUCTURE A (MARBLEHEAD) - k . -� NTS l k J CONTRACT No. 13-1 OWN, BY: DSW DATE' Dlo.Ing Tine: Dwc. ND.: SOUTH ESSEX SEWERAGE DISTRICT PARSONS �gp OWN. BY: RA 22-OCT-2014 VALVE STRUCTURES MARBLEHEAD PIPELINE 50 FORT AVENUE HOFF , ,' C-9 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT CHKD. BY: R 8 SCUE: DEMOLITION PLAN NO. DATE REVISIONS BY SALEM,MASSACHUSETTS ps NOTED " - MPV. BY: NOTES: 1. THE ELEVATIONS DEPICTED HEREON ARE BASED UPON MEAN LOWER LOW WATER, TIDAL EPOCH 1983-2001, BASED UPON TIDAL BENCHMARK STAMPING 2645 C EXISTING PIPE TO REMAII I CONNECT TO EXISTING 1992 ELEVATION = 15.92'. 2. THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM 12'-0' OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. 3, SEE CONTRACT 74-17 SHEET 6 OF 8 FOR STEEL REINFORCEMENT AND OTHER REINSTALL EXISTING REMOVABLE ALUMINUM 5'-6' ANCHOR BLOCK —REINSTALL ROOF PANELS AND STRUCTURAL DETAILS USED AT VAULTS. GRATING OVER SUMP EXIST. 24' 01 REINSTALLED 5 S X PE) 4. OWNER WILL PROVIDE NEW 16--INCH FLOW METER FOR INSTALLATION BY CONTRACTOR RESTORE SURFACE AREA - IPE I _1 " (SEE - 24 MJ HDP ADAPTER , _ _-. _..___...__ TO HEADWORKS . ....... __ :.. .,y ` D 16" FLOWMETER-� _., � 4D '� •i' � 1 . 2 I SLEEVE A ;_ —I �' __-_ _ __.__ FLOW � 201 MJ :HDPE ADAPTER -� - � �. — —��. I 2"PVC . ,_ r`, B 2" SS PIPE AND ?DI SLEEVE 24 HDPE 2' PVC ' BALL VALVES X MJ t BOLTED TO �--6' OC DI PIPES c-lo 20" DI REUSED 5' BACKFILLED WITH ANCHOR �� ` ( � TO REMAIN j MECAIUG MEGALUG SAMPLING - r !ON 20 DI SUCTION LINE 20"SLEEVE TYPE MJ X MJ • >. _ 1 � .� TO REMAIN- �COUPLING (NEW) THIS SIDE OFATHRUST BLOCK k T �hL - l T � � L. k FLOW r`. - .i •. ! + / INSTALL NEE • : .1.:. 20-DI SLEEVE.__ _ FI _ s 4 _...-_ ';. i`. !"':• _—__-_-__ _ _ ___ _ _ _1fi FLOW METER FLANGE O HPE 1 —`' 24"X20" HDPE REDUCER'.*1 (SEE NOTE 4}�-- BOLTED TO DI SLEEVE r ---.- -."_ f TRANSITION HOPE PIPES 120"pl SLEEVE I 20' MJ HDPE ADAPTER Al 3 ON CENTER INSTALL NEW 18 FLOW METER, I I 24"%20' HDPE,� 24' HDPE I "'--"""-'— —'^"' - WITH MAKE CONNECTION WITH ALL PIPING AND ALL COMPONENTS REMOVED j CONCENTRIC REDUCERPIPE ANCHOR BLOCK REINSTALL 20" DI PIPE FURNISH AND INSTALL 20"x16" DI `EXIST..20" DI REINSTALLED DI PIPES AT 6' CENTER FOR BYPASS CONNECTION (SEE NOTES 4) 1 — (SEE DWG C-12) CONCENTRIC INCREASER (TYP) 5' SECTION (MJ X PE) 20" HDPE 1 REINSTALL EXISTING REMOVABLE 20" SLEEVE TYPE COUPLING (NEW) FURNISH AND INSTALL FLANGED DI .ALUMINUM GRATING OVER SUMP FURNISH ANDED FBYPASS CONNECTION INSTALL " DI AND `- - CONNECTIONS WITHIN VALVE STRUCTURE (TYP.) SECTION B \-REUSED PIPE COMPONENTS FlELDCOATED WITH PAINT C SUPPORTS (TI VALVE STRUCTURE B (SALEM SECTION PLAN - VALVE STRUCTURE B (SALEM) 2 , NTS NTS I 15'-0' FIELD COATED BOTH PIPES 24' FLANGE BY MJ DI 15'-0" FIELD COATED ADAPTER LOCATION OF NEW ROOF CORES .FOR GATE KEY (BOTH PIPES) ---24"HDPE MJ ADAPTER REINSTALL (EXISTING CORES SEALED WITH GROUT) -24' DI TEE WITH RESTORE. SEAL (TYP.) ROOF PANELS TWO-INCH TAP WITH 24" BUND FLANGE (SEE DETAIL DWG S-1) TWO-INCH SS NIPPLE REINFORCED CONCRETE --- T AND BALL VALVE (TYP) I 24" SLEEVE TYPE 24 GATE / REINFORCED CONCRETE ANCHOR ANCHOR BLOCK COUPLING VALVE DI 30° AC.TO HDPE SMITH BLOCK (SEE DETAIL DWG S-7) (SEE DETAIL DWG 5-1) ..._ BLAIR COUPLING MODEL 411 4" FLANGE BY MJ DI HDPE WALL ANCHOR .....__ ._.__I .. ...... ._ .._1 _ 16'-0 516" RESTORE SEAL(TYP) I' ADAPTER (SEE DETNL DWG S-1) 24 OI (SEE DETAIL SHEEP 5-1) ;I TWO INCH TAP WITH SLEEVE 1 _ _ _ __ HDPE WALL ANCHOR CUSTOM 30" X 24' (1 TWO-INCH SS NIPPLE 24' GATE (SEE DETAIL DWG S-1) HOPE REDUCER—� AND BALL VALVE (TYP.) VALVE DI-7 in — — — — — — — RESTORE SEAL (TYP.) 1 ' � 24' SLEEVE _ REINFORCED CONCRETE 11 TYPE COUPLING -; (SEE DETAIL DWG S-t) ANCHOR BLOCK I FORMWORK LEFT IN PLACE I — (SEE DETAIL DWG S-1)- I 1 24' DT TEE WITH BLIND FLANGE--7 / HOPE WALL ANCHOR 24' HDPE ELECTROFUSION ,� I 24 SLEEVE TYPE 24" GATE COUPLINGS 24" HDPE (SEE DETAIL DWG S-1) U -- . °' COUPLING VALVE DI 4' - — j . - - �' 4"HDPE MJ ADAPTER, V 's1 / o EXIST. 30' A.C. PRESSURE SEWER- -� _ _.• ♦,` .� - _ 24"x45' WYE HDPE 24' HDPE '• k---- --- --- --- -" REINFORCED CONCRETE :;•. A _ I 24 DI TEE WITH e ANCHOR BLOCK 15 I75" REINSTALL EXISTING -- -- -----�-•-— ---� REINSTALL EXISTING .___ ._—._ ------2-4. .9LINA fLANGE. __ i 24x45' BEND HDPE �`-"- -' FORMWORK LEFT IN PLACE REMOVABLE ALUMINUM ( � 24" HDPE MJ (SEE DETAIL DWG S-1) REMOVABLE ALUMINUM 12" f- 12" GRATING OVER SUMP ,/! ,ADAPTER GRATING OVER SUMP --!--�- _______. .-_ FURNISH AND INSTALLED PIPE SUPPORTS (TYP.) �..____ __ __— _-_— --._ .__._____ SEE DWG NO C-7 FOR A 24"DI SLEEVE NEW HDPE WEDGES USED ON PIPE 1 FLANGED GATE VALVE �24'DI SLEEVE 24' FLANGE 6Y MJ DI ADAPTER-}� TEMPORARY RELOCATION 24"DI PIPE ALL ELSE REUSED EXISTING PIPE SUPPORTS VALVE STRUCTURES 24 HOPE MJ ADAPTER- OF EXISTING B' SANITARR�jj %�r � l' SECTION a DURING CONSTRUCTIONf� NTS c PERMANENT CONDITION , SECTION PLAN — VALVE STRUCTURE A (MARBLEHEAD) L VALVE STRUCTURE A (MARBLEHEADI 2 D ^ =21 -0" 4 6 NTS /y CONTRACT No. 13-1 DscN. BY: 0sw DA E: Draw g Tfl.: UWG NO.: SOUTH ESSEX SEWERAGE DISTRICT 0111101190M ,5' awN. ev: RA 22-ocT-2m4 VALVE STRUCTURES MARBLEHEAD PIPELINE 50 FORT AVENUEmwomm" ,,,,E,,,,�.,,,,,� C-10 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT SALEM, MASSACHUSETTS CHKD. 9Y: RJI3 SCALE: PERMANENT CONDITION H,,. DATE 11 V1510NS gy - - Appy By. AS NOTED WIRE OR NYLON BOUND BALES. SWALE OF STRAW .PLACED AROUND CATCH BASIN UNTIL.TEMP. NEW PAVEMENT BALED HAY OR STRAW PLACED AND ROADWAY SWEPT CLEAN. �1 r 2X2X36"WOODEN STAKES PLACED 10' O.C. 1_ �— (TYP.) f BALES TO BUTT —M1 _ 2"X 2" HARDWOOD - n TOGETHER wl STRAW WATTLE (12"TYP) = ❑ LI STRIPS PEft BALE) iti J G VARIES DEPENDING ON of .... ......... HEIGHT Of SLOPE �I '•'-'•'•""••'• ............. NOTES: I AND STEEPNESS OF �I " •'"•••' 1.PLACE BALES IN A ROW WfENOS RESULTING GRADE FLOWO& .......... TIGHTLY ASBUTING THE ADJACENT BALES. AT TOE OF SLOPE- '—wi AREA TO BE EXISTING GROUND of PLACE ADDITIONAL FILTER 2'X2X36" WOODEN STAKES PLACED 10' O.C. ::• .PROTECTED 2.SECURELY ANCHOR EACH BALE IN 1 INTERSECTION "" MATERIAL ON SOIL TO FILL m PLACE WITH 2"X 2' HARDWOOD r— °J- THE SEAM BETWEEN THE STRAW WATTLE (17 TYP) WATER FLOW ,• '17;:. STAKES DRIVEN THROUGH THE BALES I �_. }�, 2'x2"z3' STAKES EACH BALE TUBE AND THE GROUND TO DEPTH OF 1'- 6" MIN. BELOW GRADE . . AREA TO BE PROTECTED ANGLE THE FIRST STAKE IN EACH ' J BALE TOWARDS PREVIOUSLY LAID BALE WORK AREA II II luf II TO FORCE BALES TOGETHER. PLAN PLAN \ \ \ \ ••••Gr\/\j /\ \/ /\�/\�% WORK AREA _ 3 FREQUENTLY INSPECT AND 'PROMPTLY /\/ N _ REPAIR OR REPLACE BALES, EMBANKMENT SLOPE CJEj 4.KEEP SEDIMENT LEVEL IN EACH CATCH BASIN SUMP LOW ENOUGH TO AVOID (2) 2'z2k3' STAKES EACH BALE SEDIMENT ENTERING DISCHARGE PIPING. _ EMBANKMENT SLOPE \\%\\%\ \�\ .•�''•'•• 5.REMOVE FROM EACH SUMP ANY ACCUMULATED EXISTING SEDIMENT AND DEBRIS BEFORE ACCEPTANCE-GROUND BY THE.OWNER. �• OVERLAP EDGES SECTION. PLAN CATCH BASIN / DROP INLET TYPE "A" TYPE "B" WITH SEDIMENTATION CONTROL NOTE: NOTE: TO BE USED IN LOCATIONS WHERE TO BE USED WHERE EXISTING NTS THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE STRAW WATTLE FOR SEDIMENT CONTROL TOWARD THE TOE OF THE EMBANKMENT TOE OF THE EMBANKMENT NOT TO SCALE WOVEN WIRE FENCE 36' MIN. FENCE POST, BALED HAY OR STRAW EROSION CHECKS (MIN. 14 1/2 GAUGE, DRIVEN, MIN. 16 MAX.6'MESH SPACING) INTO GROUND NTS TOTAL LENGTH 50'-0"(MIN.) I---h' "Al rD E, FINISH GRADE -*d-,z y 12�)' MIN 4LTER FABRIC ANTI-TRACKING PAD 2" X 2" HARDWOOD STRIPS OF 1 1/2(2 PER BALE) " CRUSHED STONE COMPACTED SUBGRADE g p PUCE SOIL IN FRONT SECTIO' � F" Ayp� OF HAY BALE CONSTRUCTION ENTRANCE PERSPECTIVE VIEW I ( WIRE OR NYLON BOUND BALES OF - STRAW, PARALLEL TO CONTOURS NTS DIRECTION NOTES: OF FLOW—� VIII UNDISTURBED EXISTING GRADE 1.) MAINTAIN ANTI-TRACKING PAD IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. (VARIES) 0 2. ADJACENT ROADWAY SHALL 8E SWEPT DAILY TO SEE NOTE REMOVE ANY MATERIAL THAT MAY BE TRACKED WOVEN WIRE FENCE (MIN. to 1/2 GAUGE, MAX. NO. 3 nr ONTO PAVEMENT. FA MESH SPACING) WITH LEON EVERY FABRIC OVER. ANTI-TRACKING PAD I— z 3.1 WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH FASTEN TOP AND MID-SECTION EVERY F 36" MIN. FENCE POST O INGRESS OF EGRESS. (STEEL WOOD) DRITYPE OR RIVEN w w z 2 HARDWOOD) a,) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM HAYBALE LENGTH OF ANTI-TRACKING APRON FOR THE -i 6" INTO GROUND, 8" O.C. CONSTRUCTION ENTRANCE SHALL BE EXTENDED TO 100' IN LENGTH. DIRECTION OF FLOW-- n UNDISTURBED GROUND NTS EXISTING EDGE OF PAVEMENT ADJACENT ROADWAY R HAYBALE DIKE NOTES: LOCATION PLAN EMBED GEOTEXTILE FABRIC MIN: 6" INTO GROUN V. 1. BALES ARE TO BE PLACE IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.TIOBALA�� SECN 2. EACH: E WILL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES. ANTI-TRACKING PAD NTs NOT TO SCALE 3. HAYBALES WILL BE PLACED ALONG THE CONTOUR NEAR THE BOTTOM OF THE SLOPE. 4. ALL HALES WILL BE EITHER WIRE BOUND OR TIED WITH NYLON STRING. CONTRACT No. 13-1 - OscN. er. D5W Dare: D.e,.m�nue: Owc. No.: SOUTH ESSEX SEWERAGE DISTRICT MARBLEHEAD PIPELINE PYIR9QNS SESD DWN. BY: RA 22—OCT—zola DETAILS SHEET 1 RECORD DRAWINGS FEBRUARY 2016 50 FORT AVENUE AFF , �� C-11 NO. DATE BY REPLACEMENT PROJECT SALEM, MASSACHUSETTS -a+KD. BY. RJB sca s NOTED REVISIONS " APPY. BY: CURTAIN (SEE .SPEC.) NOTES: 1. CONTRACTOR SHALL SUBMIT EXACT A LAYOUT FOR APPROVAL, _ SIDECAST AREA 2 DURING BARRIERTIME OF AS YEAR RIESTRI TION EMOVE EXIST, Di PIPES SECTION 02108. AND INSTALL 2-24 HDPE w (SEE PLAN I I o o AND PROFILES -' FOR SIDECAST - AREA) EEL SILT BOOM TEMPORARYow� TR�NCH rGRASS AND / BYPASS BED SINGLE �I .. CURTAIN w3�a / o _� 00' MIN. I I � .(SEE SPEC.) 0' MIN. \ BUND FIANCE. g z BLIND FLANGE w w 30" ASBESTOS 30" ASBESTOS O 3 50' MIN. IF SUPPLEMENTAL EXIST, II I CEMENT PIPE CEMENT PIPE w I SIDECAST TO TURBIDITY CURTAIN TRENCH 1j Gd EXCAVATOR BARGE-SIDE NOTE: FOR LOCATION SEE SHEET C-2. WIDTH SHALL ENCOMPASS I i • FLOW I- BARGE, TRENCH AND—I - ., 1 1 o SIDECASTAREA TURBIDITY CURTAIN (TYPE 2) �� TURBIDITY CURTAIN (TYPE 3) TEL GRASS BED PROTECTION OFF-SHORE BARGE WORK NOT To SCALEr NOT TO SCALE 9'-D" 12'-0" UNE STOP SADDLE HOT TAP DLE �"' VALVE )NCRETE SUPPORT BLOCK AND TAP CONNECTION CONCRETE SUPPORT BLOCK AND VALVE CONNECTION #4x8'-6" @ 30" TOP 5-#4®24" TOP �' #4x5'-3" ® 24" TOP #4x10' ® 24" TOP 5-#4®30" TOP I. STRUCTURE ELEVATION TM FESLT NCE LINE STOP AND TEMP. BYPASS (SEE SPEC) CONNECTION AT 30-1N AC PIPE —0" C To C NOT TO SCALE r p j FOLLOWING TEST PIT, CONTRACTOR SHALL SUBMIT FULL DETAILS OF LINESTOP AND HOT TAP HARDWARE AND - - - - - TURBIDITY CURTAIN (TYPE IAS CONNECTIONS FOR TEMPORARY BYPASS PHASE AND PERMANENT CONDITION AS PER SPECIFICATIONS FOR PIPELINE, 30" ASBESTOS 30" ASBESTOS • WITHIN EXIST. TRENCHES GEMENT PIPE CEMENT PIPE • NOT TO SCALE .___.- -__._. . ._.. .. 5-#4®24" - #4x3'®24" #4x3'®24" '� I VERTICAL VERTICAL VERTICAL i�i�\ #4x8'-6" ® 30" BOTTOM 5—#4®24" BOTTOM #4x5'-3" ® 24" BOTTOM #4x10' 0 24" 5—#4®30" BOTTOM ',, Fi ow j BOTTOM - /. NOTES: 4—#4x3'-6"®24" VERT. 1) GRADE 60 EPDXY REBAR 3" OFF PIPE. OUTSIDE 2) REBAR 3" CLEAR ON ALL FORMS AND PIPE ,.1 PIPE ANCHOR BLOCK LINE STOP SADDLE NOT TO SCALE 31-9'_ BEDDING MATERIAL MEAN HIGH WATER AND TAP CONNECTION PLAN TYPE C Y,' CRUSHED --REUSE EXIST. ARMOR EL. 9.0 NOT TO SCALE SLOPE STONE . STONE AND PLACE AGAINST BY MACHINE -RESTORE BEACH UNDISTURBED _ 1.5 24' HDPE FOR TO EXISTING RESET EXISTING MATERIAL 11 TEMP. BYPASS GRADE ARMOR STONE OR SHEETING gyp' �> BACKFILL WITH AND PLACE BY EXCAVATED MATERIAL MACHINE 4" EXISTING HARBOR. Y-0" MIN. MN _— — BOTTOM 2 — REPLACEMENT - -_ — — — — — PRESSURE MAI 1EXCAVATE FOOTING 24" HDPE i � � 1 TRENCH TO FIRM 2 2 34 3fi" HOT TAP SADDLE =•--1 MATERIAL OR ASAND VALVE DIRECTED BY -CONNECTION TYPE A SLOPE REVETMENT ENGINEER BACKFILL WITH -- REPLACEMENT NOT TO SCALE I p EXCAVATED PRESSURE MAIN �il> F! A• • MATERIAL (2-24' HOPE) 30-INCH A.C. PIPE (NOTE: JOINT LENGTH 6' 4j" DIMENSIONS TO BE + TYPE C SLOPE REVETMENT CONFIRMED IN FIELD) , ( k L a T NOT TO SCALE EXISTING 30-INCH ASBESTOS CEMENT PIPE30 ASBESTOS CEMENT PIPE NOTE: DIMENSIONS MEASURED ON A SECTION OF 30' AC PIPE AT SESO FACILITY NOT TO SCALE SECTION A 3NOT TO SCALE Dsa+, er: Dsw DATE: DrawmR nnA: owc, No.: CONTRACT No. t3-1 SOUTH ESSEX SEWERAGE DISTRICT g� ; .; owN 8Y: RA 22-OCT-2014 DETAILS SHEET 2 MARBLEHEAD PIPELINE 50 FORT AVENUE BRMfGC C-12 RECORD DRAWINGS FEBRUARY 2018 REPLACEMENT PROJECT :cHKD. BY:. RJB SCALE: ND. DATE REVISIONS �. SALEM, MASSACHUSETTS APPV. Br. a5 NOTED EXISTING SEABED (SEE PROFILES FOR ELEV.).-- 37•f Q EXISTING SEABED DREDGED MATERIAL PLACED7 r(SEE PROFILES OVER TRENCH TO ORIGINAL �! ~'i FOR ELEV.) SURFACE ELEVATIONS �.1I EL= .0 FEDERAL I CROSSING RESR2ICTION�7 3.±,p> __ BACK FILL W/ ? 3'10° — — =�— ELEVATION J — — �— — DREDGED MATERIAL— F- 1/ — — i —BACK FILL W/ 1� Jt DREDGED MATERIAL I 70P PIPE EL = —44.0 i .� ++ir 1 O 11 9 —APPROX. LIMITS OF DREDGING �' `"--APPROX. LIMDS OF DREDGING — TYPE 2 PRECAST �''��, CONCRETE COLLAR 7' —TYPE 2 PRECAST 7 t . _ " B• `� CONCRETE COLLAR I~ 9' (SEE NONE z8 DWG E MAI (SEE NOTE 28 OWG G-2) 24" HOPE ENT PRESSURE MAIN `---REPLACEMENT PRESSURE MAIN 24' HOPE 1.NOTEMPORARILY SIDE CAST DREDGED MATERIAL. AFTER REPLACEMENT PRESSURE MAINS ARE NOTES, INSTALLED, BACKFILL TRENCH W/ DREDGED MATERIAL. MOUND ANY EXCESS MATERIAL OVER 1. TEMPORARILY SIDE CAST DREDGED MATERIAL AFTER REPLACEMENT PRESSURE MAINS ARE TRENCH AS SHOWN. INSTALLED, BACKFILL TRENCH W/ DREDGED MATERIAL RESTORE SURFACE ELEVATION TO ORIGINAL ELEVATIONS TRENCH AS SHOWN. CROSS SECTION REPLACEMENT PRESSURE MAINS IN 2. WITHIN THE FEDERAL NAVIGATION CHANNEL TOP OF CONCRETE COLLAR SHALL BE AT OR OFFSHORE AREAS OUTSIDE FEDERAL NAVIGATION CHANNEL BELOW EEEVAnON -43.0 TOP OF PIPE SHALL BE AT ELEVATION -44.0. AND OUTSIDE EXISTING TRENCHES AT SHORELINES CROSS SECTION REPLACEMENT PRESSURE MAINS IN STA, 503+50t TO STA. 530+81t FEDERAL NAVIGATION CHANNEL STA. 534+81± TO STA. 560+10t STA. 530+81:k TO STA. 534+81± N.T.S. N.T.S. (2) FRP RODS W/NYLON WASHER AND NUT (2) 3/4" GALVANIZED ROD W/WASHER AND NUT (2) FRP RODS W/NYLON WASHER AND NUT 314"HDOTHREADED ROD WITH (4) 3/4° GALVANIZED ROD W/WASHER AND NUT__ UNIQUL r'pI L PLATE WASHMLOCK WASHER314'.HDG THREADED ROD WITH UNIQUE PLATE AND NUT TYP(2) OF OPPOSITE PLATE WASHER,LOCx WASHER CORNERS SUPPLIED BY AND NUT TYP(4) OFON OUTER 5X6," _ CONTRACTORIOUNC - UNIQUE # PLAT EFOUR CORNERS BY SUPPLIED 1 52f 8° CONTRACTOR IOUNC INSULGUARD TI34 F72*3t' CORROSION CONTROL INSULIQUARD T134&YBTEMNYLON Y66n, CORROSION CONTROL ANCHORING:INSERT SYSTEMNYLON 'V'17f6" TYP OF(4)SUPPLIED ANCHORING INSERT 26 n 23j BY OSP IN BOTTOM TYP OF'(6)SUPPLIED "HALF BY OSP INBOTTOM 23%8IOUNC HALF IOUNC3�6n: 251]`16' 6B DFOR IAMETER 26"DIAMETER 25.5"OD PIPE �'GAP TO ENSURE SEAT FOR . TYP OF(2) COMPRESSION OF 25,8"OD PIPE "4AP TO ENSURE RUBBER TO PIPE RUBBCOMPER SSITO PN OF —. — 4i4f 6" J"RUBBER PAD.. 6X6- 25'" 6X6 23 ° SUP.PLIEDALYDINSTALLED BY CIIAM3FFER, SUPPLIED R PAD CHAMFER CONTRACTORTYP TIP . CONTREDANDINSTALLBDBY 26516" TYP 6" TOP/BOTTOM 6" TOPIB07TOM TYP 1 6 2" I— 4 TOPlBOTTOM 6„ 4 I " ' ._ . . . : 184° t 6„ 58y" 961 TYPE 1 PRECAST CONCRETE COLLAR IN NEW TRENCH ITS• TYPE 2 PRECAST CONCRETE COLLAR IN NEW TRENCH a• N.i;S, i. AU. ELEVATIONS ARE BASED ON MLLWc0.0 FOR SALEM HARBOR. MLLW EUEV.=O,A NTS. r IS EQUAL. TO NAVD (198,8) ELEV.=+5.292. 2s ME HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN.DATUM OF 1983 (NADBSJ+ MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. OSON. 8Y: D5W DATE: Drd T, Tltle: DWG. NO.: CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICTFARSOM1 DWN. BY Rq z2—ocr-zo14 DETAILS SHEET 3 MARBLEHEAD PIPELINE 50 FORT AVENUE u w u C-1 S RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT -CNK0. 6Y: Nae SCALE; NO. DATE REVISIONS BT SALEM,MASSACHUSETTS AS NOTED gPPV: BY: MOUNDED PROTECTIVE STONE EXISTING GRADE VARIES '-"MOUNDED PROTECTIVE STONE r EXISTING GRADE VARIES F NCH STA 560+751 RESTORE TO PRE-CONSTRUCTION OVER TRENCH STA. 560+751 RESTORE TO PRE-CONSTRUCTION OVER TRE TO STA. 561+501 CONDITION,ELEVATION T0. STA, 561+50 f CONDITION ELEVATION � I i BACKFILL WITH .++ BACKFILL WITH -NI EXCAVATED MATERIAL EXCAVATED MATERIAL - �R TYPE '1 PRECAST " ! ----- TYPE 1 PRECAST CONCRETE COLLAR CONCRETE COLLAR I TOP OF EXISTING LEDGE UNDISTURBED MATERIAL ---Fr REPLACEMENT CE REPLACEMENT PRESSURE MAIN 24" HDPE PRESSURE MAIN 24" HOPE NOTES, NOI 1. REMOVE EXISTING 20' AND 24' DI PIPES STA. 560+75+ TO SALEM VALVE CHAMBER. 1. REMOVE EXISTING 20" AND 24" DI PIPES STA. 560+751 TO SALEM VALVE CHAMBER. PLUG PLUG EXISTING 20" & 24" DI PIPES WITH BUND FLANGE AT STA. 560+751 EXISTING 20" & 24' DI PIPES WITH BLIND FLANGE AT STA. 560+751 2. PROVIDE PRECAST CONCRETE COLLAR FOR EACH PIPE AS PER SPECIFICATION. 2. PROVIDE PRECAST CONCRETE COLLAR FOR EACH PIPE AS PER SPECIFICAPON. 3. TYPE I COLLARS OFFSET TO FIT IN TRENCH. 3. TYPE I COLLARS OFFSET TO FIT IN TRENCH. 4. EXCAVATED MATERIAL USED FOR BACKFILL CONSISTS OF BLAST ROCK. C08BLES AND SMALL BOULDERS UP TO ONE CUBIC YARD IN SIZE WITH MIX OF FINE MATERIALS. CROSS SECTION REPLACEMENT FORCE MAINS CROSS SECTION REPLACEMENT FORCE MAINS STA. 560+101 TO STA. 561+00± STA. 561+00± TO STA. 561+30± SCALE: SCALE: J"=1'-0" 4 6'-0' EXISTING GRADE VARIES RESTORE TO PRE-CONSTRUCTION CONDITION ELEVATION EXISTING GRADE VARIES RESTORE TO PRECONSTRUCTION CONDITION ELEVATION 6'-0" MIN, STA. 500+00± TO STA 500+40± 4'-0" MIN. - STA. 561+301 TO STA. 561+51+ VN IES — a TRANSTL 3 ;O,C BACKFILL WITH a BACKFILL WITH 7 EXCAVATED MATERIAL / TO 6 70 O.C:'AT EXCAVATED MATERIALwv' 1 l VALVE S 2UCTURE) ;o V IES '' TEMPORARY TRENCH BOX 1 TYPE i PRECAST (REMOVED) !a CONCRETE COLLAR 3/4" CRUSHED STONE TYPE 1 PRECAST 3/4" CRUSHED STONE AGAINST TRENCH BOX CONCRETE COLLAR AGAINST TRENCH BOX UNDISTU BED MATERIAL UNDISTURBED MATERIAL Z REPLACEMENT '-CE REPLACEMENT PRESSURE MAIN 24" HDPE PRESSURE MAIN 24' HOPE EXISTING 24' DI PIPE FILLED WITH 1, REM i. REMOVE EXISTING 20" AND 24" DI PIPES STA. 500+001- 1O STA 500+181. 3/4" STONE & PlUGEO WITH CONCRETE ® STA. 500+781 2, ROCK TRENCH NOT ENCOUNTERED. 3. PROVIDE PRECAST CONCRETE COLLAR FOR EACH PIPE AS PER SPECIFICATION. 4. TYPE I COLLARS OFFSET TO FIT iN TRENCH. - 5. EXCAVATED MATERIAL USED FOR BACKFILL CONSISTS OF BLAST ROCK, COBBLES AND SMALL BOULDERS UP TO ONE CUBIC YARD IN SIZE WITH LIMITED FINE MATERIALS. E EXISTING 20" DI PI FILLED WITH .+ 3/4" STONE & PLUGED WITH CONCRETE Q STA. 500+18± CROSS SECTION REPLACEMENT FORCE MAINS NOTES, IN TRENCH ON-SHORE STA. 500+00± TO STA. 500+4011l: 1. ROCK TRENCH NOT ENCOUNTERED, 2. PROVIDE PRECAST CONCRETE COLLAR FOR EACH PIPE AS PER SPECIFICATION. rm STA. 561+3U± TO STA. 561+51± 3. TYPE I COLLARS OFFSET TO FIT IN TRENCH. SCALE: "=1'-0" 4. EXCAVATED MATERIAL USED FOR BACKFILL CONSISTS OF BLAST ROCK, COBBLES .AND SMALL BOULDERS UP TO ONE CUBIC YARD IN SIZE WITH LIMITED FINE MATERIALS. CROSS SECTION REPLACEMENT FORCE MAINS y 3 IN EXISTING TRENCH STA 500+401 TO STA 503+50± NOTES: 1. ALL ELEVATIONS ARE BASED ON MLLW=0.0 FOR SALEM HARBOR. MLLW ELEV.=0.0 SCALE: "=1'-0' IS EQUAL TO NAVD (1988) ELEV.=+5292. 2, THE HORIZONTAL CONTROL NETWORK IS BASED UPON NORTH AMERICAN DATUM OF 1983 (NAD83), MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. DSGN. BY: D5W GAtE Dwwing Title: DWG. NO.: CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICTMRM" �p , DM en RA 22-OCT-2014 DETAILS SHEET 4 MARBLEHEAD PIPELINE 50 FORT AVENUE ymmQ.u., arr./. C-13A RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT , CHKD. BY: RJB SCALE: SALEM, MASSACHUSETTS APPY BY: AS NOTED R DATEREVISIONS BY 2'X3'X10• FIR POSTS: 3 PER TREE; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE ORIENT 3; DIMENSION NOTES: PERPENDICULAR TO TRUNK. INSTALL TREE PLUMB 1. NO SOIL OR MULCH SHALL. BE PLACED AGAINST ROOT x• hi s 13 GAUGE GALV. MALLEABLE WIRE CABLE LOOPED COLLAR OF PLANT. TOP OF ROOTBALL SHALL BEAR AROUND TRUNK AND THROUGH EYEBOLT; ENCASE 3� 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS SAME RELATIONSHIP TO FINISHED WIRE AROUND FORCED RUBBER GRADE AS TO PREVIOUS EXISTING HOSE. SECURE BY TWIST TAUTLY, SEE EYEBOLT GROWN IN NURSERY, DEIAL SOB. SHALL MOOCH SHOULD NOTBBEEWIHINO; BORE %M HOLE THROUGH 2' DIMENSION OF EACH POST, 4" OF TREE TRUNK _ 6' FROM TOP OF POST. TO ACCEPT Yi X4' GALVANIZED ' •5 T 1-- _. STEEL EYE80LT: PROVIDE GALV. STEEL WASHER PLACE BALL ON SUBSOIL. REMOVE AND AND 2 BOLTS FOR EACH EYEBOLT. DISCARD BURLAP EXCEPT UNDER BALL. FOR ALL FALL PLANTING WRAP TRUNK AS REINFORCED RUBBER REMOVE ALL SYNTHETIC SOIL WRAPPING H •i SPECIFIED TO LOWEST BRANCH REMOVE HOSE(1/2' DIA BLACK) MATERIALS (TREATED BURLAP, NYLON @ ! WRAP THE FOLLOWING SPRING' w DOUBLE X10 GALVANIZED TWINE, WIRE BASKETS, ETC.) AND DISCARD v M+ . �tt• /// w y. +` ROOT CROWN SHALL BE EXPOSED 3 ABOVE n WIRE GUYS AND ..e.A / --EXCAVATE SUBSOIL AS REQUIRED o SURROUNDING GRADE; TREE SHALL ADJUST PLOMB AFTER > TURNBUCKLES.AFTER TO r _ - TO PLACE ROOTBALL TO PROPER 1.., *• •� �" 4 SETTLEMENT. CONTRACTOR SHALL ADJUST AS REG BE REMOVED AFTER ONE " "• � Sgt i e z ELEVATION. PLACE ROOTBALL OR AS THE DIRECTION Of THE ENGINEER:. YEAR. `"'���.� _ DIRECTLY ON SUBSOIL. WEED BARRIER i SURVEYORS EXCAVATE HOLE TO DIAMETER _ w RIBBON (WHITE) - Dy``r ��(:,^ �^• ,,T +: � .. 3% WIDER THAN ROOTBALL. 3" HIGH EARTH SAUCER AROUND TREE PIT. , - BACKFILL HOLE WITH PLANTING Thiry -- _'= 2• MULCH, (PULL MULCH AWAY SOIL MIX AS SPECIFIED_ �i•q'� } *�- s I IIS' a FROM TRUNK OF TREE) PLANTING MIX I 3" BARK MULCH, AS SPECIFIED * .' aA q z •,( ) - �_ - — UNDISTURBED SUBGRADE BEEFOREUBAACCKFI�NG.FCOUTT ROPE FROMRTRUN'NKK. f'_s 3' HARDWOOD STAKES. PLANTING MIX. COMPACTED TO 928 6 '*1�'T k- 4I L'T�. (; ( 3 TREE HEIGHT, UNDISTURBED OR COMPACTED SUBGRADE —EQ.— IIS--E0.—�+—EQALL TREES . arY s RST 24 HOURSLBE AMRLPpDED IANTING .ICE DURING - R 1.5 ROOT I EVERGREEN TREE PLANTING 2' MIN. ' • �• �� kFOR 8' AND ABOVE HEIGHT TREE PLANTING DETAIL NTS NOT TO SCALE u' kW4 y� . S t• .+ro.F PLANTING SCHEDULE REPLACE IN KIND PLANT MATERIAL QTY, LOCATION NOTES MINIMUM SIZE REMARKS ` s�" i,.'_ qty`'•^r 1^1 CONIFEROUS TREES 5 SALEM SITE RE.PLA E IN EXISTING 3.5'• cal. B & 8 SPRING DIG ONLY r r INSTALL IN LOCATION I 8 & e ,wv..."s�, aauf>Y.,y, x'r•t .xriv-�,.+-.hTm.=+E 2 MARBLEHEAD SITE DIRECTED BY ENGINEER 3.5" cal. SPRING DIG ONLY .DECIDUOUS TREES VALVE STRUCTURE A I MARBLEHEAD SITE REPLACE IN LOCATION AS 4" cal. B & B CONTRACTOR ACCESS DIRECTED BY ENGINEER ROUTE NOTES: NOTES: 1, MATCH SPECIES OF TREE REMOVED. 1, ALL VEHICULAR ACCESS TO/FROM MARBLEHEAD WORK SITE 2. PROVIDE STAKED LOCATIONS OF PROPOSED TREES FOR APPROVAL OF THE ENGINEER. SHALL USE ROUTE INDICATED ABOVE v , I1 CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT DWNN Y, Dsw D22—'OCT-2014 2—' Drawmq ml, Dwc NQ.: MARBLEHEAD PIPELINE FAiN iS 'SES`U _ DwN. BY, Rn zz—ocT—z01a DETAILS SHEET 5 50 FORT AVENUE DOFF <„ CHKID, BY: RJB SCALE: C-14 RECORD DRAWINGS.FEBRUARY 2016 REPLACEMENT PROJECT SALEM, MASSACHUSETTS r ., as NOTED N0. DATE REVISIONS BY ` ` -�' gPPV. BY: .-_ PIPE :IN.Ex151} I PIPE IN EXISTING ROCK TRENCH I ROCK TRENCH TO SESD VALVE I FLOW IN EITHER PIPE. FLOW IN EITHER PIPE SIFi -. TREATMENT — UCTURE B I I r — — — — FROM FLOW FACILITY - r 24" DI - + MARBLEHEAD I. 20' DI VALVE STRUCTURE STRUCTURE A EXISTING CONDITIONS N.T.S. „ PIPE,IN EXI_ST,I„N,G,_, _PIPE IN_EXISTING_ . ROCK TRENCH I ROCK TRENCH VALVE i FLOW IN EITHER PIPE FLOW IN EITHER PIPE TO SESD STRUCTURE 6 I I FLOW TREATMENT — — — — r'— ` — FROM FACILITY -. 24” DI -- MARBLEHEAD Nei ii".. , 20' 01 L - - - - 1 VALVE --TRENCH I STRUCTURE A PIPE 2 I `PIPE 2 I'---- ---------- _________--------� 1 I *. TEMP. BLIND - FLANGE - ---- I TEMP. BUND _______________ -____---_--���������J FLANGE PIPE 1 PIPE 1 -� � SINK NEW TWIN 24" HDPE INTO TRENCH PHASE 1 TRENCH AND REPLACEMENT PIPE INSTALLATION TEMPORARY BYPASS N,T.S. SEE DETAIL ON DWG NO, C-9 FOR TEMPORARY BYPASS CONNECTION WORK INSIDE VALVE STRUCTURE PIPE IN_EXISTING_I RIPEN EXISTING SEE DETAIL ON OWG. ROCKTRENCHC-8, C-9, C-10 FOR "ROCK IT FLOW IN 24' PIPE I WORK INSIDE VALVE I i"FLOW IN 24' PIPE FLOW TO SESD I VALVE STRUCTURES TREATMENT STRUCTURE B I / _ _. — — FROM FACILITY 24" DI _ MARBL .. . .... — —\ - - - - - _�-- - - - - - - - - - - - - - - - - - - s_ -- - - - - - - - -- I — — — — — — _ — — — — _ _ .. L — -TEMP. BUND - - - FLUSH 20" DI - - - - I I - - _ — FLANGE I PRIOR TO TMTEEMP.GBYPA BSEWAGYPASS D I VALVE -TEMP. 16' FLOW METER TRENCH STRUCTURE A UNESTOP TEE-y INSTALLATION BY .AND TAPPING CONTRACTOR. METER WILL VALVE SEE PIPE 2 PIPE 2 VALVE CLOSED BE PROVIDED BY OWNER, r__._ __________________ ___.__--____ ____________ _____� LOCATION ON L DWG. N0. C-7 I TEMP. BLIND TEMPORARY BYPASS .____ - PIPE PIPE i 1 � LEGEND / BYPASS BYPASS �* PHASING FLOW ROUTE CONNECTION AT PHASE 2 CONNECTION SECTION FOR REMOVAL & DISPOSAL FLANGED JOINT INSTALL TEMP RARY BYPASS FLANGED JOINT m SHEET NOTES 1. REFER TO SHEETS C-1, C-2, C-3, 3 & C-4 FOR PHASING COORDINATION 1 �J DsGR.By: DsW DATE: orawmq rna: DWG.NO.: CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT S DWM BY: RA 22-OCT-2014 MARBLEHEAD'PIPELINE 50 FORT AVENUE A sw PHASING PLAN 1 C-15 REPLACEMENT PROJECT Jaz a��� RECORD DRAWINGS FEBRUARY 2016 SALEM, MASSACHUSETTS , -CHKD. BY: aaB SCALE:. N0. DATE REVISIONS. 8Y Appy. BC AS NOTED SWITCH FLOW SEE DWG NO C-9 -I PLUG PIPES . FOR REMOVAL LIMITPIPE TO 24' BYPASS ROCKIiREN HNG� PIP OCK ETR TRENCH NG FLOW FLUSH REMAINING SEWAGE IN 24" DI EH FROM VALVE — — — FOLLOWING TEMP.BYPASS STARTUP, _ I TO TSESOREATMENT �., REMOVE EXISTING PIPE (SEE'SPEC. 02320) TAPPING MARB TREATMENT STRUCTURE B I VALVE FACILITY EXISTING REMOVE IRAN _...- Y'✓�' YIaL��%t� C `.`e .x — — — — — — — — — ___--1 _ —— — i :' -"G�. `Ya __ — - - - - - - - - - - - - ti IxFrI - -- - - -- - L •TEMP BLIND FLANGE ( VALVE TEMP. LINE SWITCH FLOW TEMP. 16" FLOW METER TRENCH PLUG PIPES STRUCTURE A STOP TO 24" BYPASS INSTALLATION BY CONTRACTOR. METER WILL -PIPE 2PIPE 2 BE PROVIDED BY OWNER. ________________________ I PIPE 1 PIPE 1 ---TEMP. FLANGE,CONN. PHASE 3 DIVERT FLOW TO TEMP BYPASS AND PLUG EXISTING D.I. PIPES -FLOW IN INSTALL NEW PIPE N.T.S. 24' BYPASS t IN EXISTING ROCK TRENCH—`I PLUGS (TYP) FLOW ONNECT TO EXISTING I INSTALL NEW PIPE FROM. --RELOCATE PIPES 1 AND 2 IN MARBLEHEAD. VALVE DI PIPES OUTSIDE I NEW TRENCH IN ROCK TRENCH VALVE TAPPING TO SESO VALVE STRUCTURE 8 TREATMENT STRUCTURE e I STRUCTURE A VALVE n FACILITY �' _______________ _______I � —..— — — ,I ,L ..__ __ ___ — — — — — — — — — — __- r- _ - - _ — _ _ = _ - - - - - - - - - - - � I_ 1�- _ _ - -_ - -__ ___- -- - - - -_- - ___ ----------� I j — 1 I .----------- — — - - - r------- 7 - I 1 DREDGE TRENCH FOR PIPES 1 ` I I PERMANENT I PERMANENT CONNECTION AT - FLOW TEMP. ATI ROW METER I CONNECTION AT TRENCH FLANGED-JOINT RELOCATE CONNECT TEMP. LINE TO 24° BYPASS INSTALLATION BY I 1 FLANGED JOINT I PIPES 1 AND 2 TO EXISTING CONTRACTOR. METER WILL 1 I 1 1. STOP PIPE 2 -PIPE 2 IN NEW TRENCH BE PROVIDED' BY OWNER _______________________i. 1 I I 1 � PIPE 1 PIPE 1 TEMP. FLANGE TEMP. BLIND CONN. FLANGE PHASE 4 PIPE 1 & 2 INSTALLATION IN NEAR SHORE TRENCHES " N.T.S. la � LEGEND PHASING FLOW ROUTE >� SECTIONFOR REMOVAL & DISPOSAL v SHEET NOTES* 1. REFER TO SHEETS C-1, C-2, C-3, & C-4 FOR PHASING COORDINATION CONTRACT NO. 13-1 oscn. BY: osw aATE: orowmy TI.: Dm. no.: SOUTH ESSEX SEWERAGE DISTRICT g� oWN. BY: RA 22—OCT-2014 PHASING PLAN 2 MARBLEHEAD PIPELINE 50 FORT AVENUES max, C-16 RECORD DRAWINGS FEBRUARY'2016 REPLACEMENT PROJECT SALEM, MASSACHUSETTS CHKO. eY: Rae SCALE: NO. DATE REWSIONS BY 'APPV. BY: AS NOTED CONNECT TO STRUCTURE B-T PIPE IN EXISTING'I FLUSH ND REMOVE-� .ROCK TRENCH I PIPE -- EXIST. PIPE 24' BYPASS VALVE FLOW IN PIPE 2--� 'I TO REMAIN IN PLACE TO REMAIN IN PLACE REANDV INSTALL TO SESD VALVEIND TREATMENT —STRUCTURE 8�___, __ __ ___ ____ �- - - -j BOWFROMGEFACILITY — /-EXIST. - - — - - - - — __ — — — — — _— I __._. .._______._ ST MARSLEHEADll-- VALVE JW �_ - - - - _-_-_-_-_-_ - _ � -- — — --------------- I __DREDGE TRENCH FOR PIPES — — — — — r______-- _-_<-. .5 1 L I I L _ _ _ — — — — - — — — — — — — — — —.— — I — — — — J CONNECTION f REMOVE CONNEC110N TO HDPE TO AC METER BYPASSAND DPIPE TALLSEE I - ____-- -__ --,_.-'_,__ PIPE 2_ __PIPE 2_______________- __ , i IN VALVE STRUCTURE A DWG. NO. 'C-10. '., ((,, RELOCATE PIPE t IN REMOVE TEMP. --. --- a! ! NEW TRENCH UNE STOP INSTALL PLNGE FLUSH AND REMOVES I��-^ "'" Y 24" BYPASS --- ----- ---- PIPE 1 PIPE 1 -- _- ------ ROCK INRENCHING PERMANENT PERMANENT CONNECTION AT CONNECTION AT FLANGED JOINT PHASE 5 FLANGED JOINT DIVERT FLOW TO PIPE 2. DISCONNECT TEMP BY PASS. -FLOW IN EITHER PIPE CONNECT PIPE 1 TO VALVE STRUCTURES --FLOW IN EITHER PIPE EXIST. PIPE N.T.S. E%IST. PIPE PIPE IN EXISTING TO REMAIN IN PLACE TO REMAIN IN PLACE ( PIPE 1N EXISTING. I ROCK TRENCH F TO SESD VALVE BOCK TRENCH I VALVE STRUCTURE 8 I 1 TREATMENT — STRUCTURE A FLOW FACILITY - - - - - - - - - - �� - - _ - - - — -- - - ' I FROM MARBLEHEAD — — — — — — — — — — — — — — — — Jt If -- I PERMANENT CONNECTION-- HDPE TO AC PHASE 6 PERMANENT CONDITION N.T.S. All L6YYIY PHASING FLOW ROUTE VQ SECTION FOR REMOVAL & DISPOSAL t SHEET NOTES 1. REFER TO SHEETS C-1, C-2, C-3, & C-4 FOR PHASING COORDINATION CONTRACT No. 13-1 0SON. BY: DsW DATE: D,a.,my rtlr. DWD. NO.: SOUTH ESSEX SEWERAGE DISTRICT SSp DWN. BY: RA 22-DCT-2014 MARBLEHEAD PIPELINE 50 FORT AVENUE A4NSt7V�I8 - PHASING PLAN 3 `.�,�7 RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECT AFF ' �"°�='�""` CHKD. BY: RJB SCALE: NO. DATE REYISIDNS BY SALEM, MASSACHUSETTS _ _ r - , t ' r 4y •r Ty yy J s` ar v it s A *'� ♦. �, k=" � 1� Y. � s �a^� rLt,.+W t Y � r P Cncs , r n+ ' (y i r n ~< 4 r a # c: a f - n r t 9 a y d r , ++ 1 ' d .r tr maammw;AM KLAN LEGEND, ® AVAILABLE FOR CONTRACTOR USE — STORAGE OR STAGING ® AVAILABLE FOR CONTRACTOR USE — UGHT WEIGHT STORAGE ONLY t ® AVAILABLE FOR CONTRACTOR USE — ACCESS WAY ONLY. DISTRICT STAFF ACCESS WILL NEED TO BE MAINTAINED. r 0 50 100 150 I" — 50' CONTRACT No. 13-1 SOUTH ESSEX SEWERAGE DISTRICT DSGN. y. Dsw DATE: D,.WWg Tu.: DWG No.: MARBLEHEAD PIPELINE 50 FORT AVENUE SESD OWN. eY: Re zz—oor—zD1a RECORD DRAWINGS FEBRUARY 2016 REPLACEMENT PROJECTS � '�^ STAGING PLAN AT SEED WWTF SALEM,MASSACHUSETTS CNNo. Br: R.IN scale: C'18 N0. DATE REYISIONS BY APPY. BY: AS NOTED _. 15" 15 NON-SHRINK CONCRETE o r � v r CONCRETE —\ ¢ ': #40121-1(TYP) 1 9 #40121-I(TYP) BLOCK TO BE HYDROPHILIC WATER STOP \ `� pI ''I REMOVED 9 REINFORCED CONCRETE I REINFORCED CONCRETE PROVIDED ON ALL— ,�I`F^1 ANCHOR BLOCK (SEE NOTE 5) "' ANCHOR BLOCK (SEE NOTE 5) 24 AND 20" DI SIDES' (TYP'. 0 4) 12 12.. ( -AND Cl WALLCASTING REMOVED #4012' BE -- 412 E.F. (f4®12' DRILL HDPE WALL ANCHOR AND GROUT (TYP.). REMOVE EXISTING WALL SECTION (SEE NOTES 1 AND 4 THIS SHEET)��,,, 24' 0 HDPE (TYP.) =DEMOLITION SECTION p y � mr (PER SPECIFICATION) F _... GROUT (TYP.) - -- 4®12' DRILL AND GROUT (NP.) .521 SECTION o SECTION A SECTION B .S S-1 S , DEMOLITION CROSS—SECTION PERMANENT CONDITONS PERMANENT CONDITIONS VALVE STRUCTURE A — WALL PENETRATION DETAIL NOTES: NOT TO SCALE 1. ALL NEW OPENINGS TO ACCEPT HDPE PIPE SHALL BE NEATLY CORED/CUT INTO EXISTING STRUCTURE. 2. EXISTING STRUCTURE AT CUT OR CORED OPENINGS SHALL BE PROVIDED WITH HYDROPHILIC WATER STOP ON ALL EDGES, 3. PERMANENT CONDITION CONCRETE REPAIR SHALL BE POURED AT ONE TIME TO LIMIT COLD JOINTS. THE CONCRETE SHALL BE A NON SHRINK TYPE MIX. 4. THE INFORMATION PROVIDED ON THIS DETAIL REPRESENT INTERPRETING DF REFERENCE DOCUMENTS. CONTRACT 74-17, SHEET 6 OF 8 FOR REINFORCING DETAILS AND RECORD DRAWING INFORMATION FOR EXISTING VALVE STRUCTURE AND IS PROVIDED AS GENERAL GUIDANCE. THE ACTUAL FIELD CONDITIONS MAY VARY. 5. REINFORCED CONCRETE ANCHOR BLOCK TO BE DOWEL-CONNECTED TO EXISTING WALL. CONTRACTOR SHALL SUBMIT DETAILS OF DOWELS AND REINFORCEMENT AS PER SPECIFICATIONS I ���VA ,-REINFORCED CONCRETE ANCHOR BLOCK -EXISTING VALVE STRUCTURE. SEE NOTE 4. 1 • (SEE NOTE 5) REMOVE 15 10" 40 2D 40 15" I_--_—_ 5 CONCRETE / J BLOCK IL.���, �I7 42"x40' STRUCTURAL CORE OPENING, STEEL V ,/ REINFORCING AND CONCRETE TO BE CUT AS ! / I �: ." �J, REQUIRED (SEE NOTE 4) y - 4 C ' V EkIST "1 �L i_._. �i 24 1. ' ,� I I: I"(„EXIST J - --_.0 i. WALL CASi1NG WITH WATER It. 1 f I 1 +' 'YB IQ STOP AND EXTERNAL CONCRETE �+. COLLAR AT STRUCTURE EXTERIOR 4 I i n l° � a 1 SIDE 10 //- - ``,�_--.__ _.�__._:.. -`/ III n%-ii _ (SEE INOTEDOWNSTRE 11 SUMP AT DOWNSTREAM SEE WALL PENETRATION DETAIL c F STRUCTURE THIS DWG. .(SEE NOTE 4) 24 HDPE S-1 S-1 TO BE DEMOLISHED OR REMOVED S . CTION Z a SECTION G-g VALVE STRUCTURE APERMANENT CONDITION NOT VALVE STRUCTURE A DEMOLITION SECTION NOT TO SCALE CONTRACT No. 13-1 DATE [D�� D,.pmq Title DWG. NO.: MARBLEHEAD PIPELINE SOUTH ESSEX SEWERAGE DISTRICT Pq�401B SSD DWN. Br. RA 22—OCT-201a STRUCTURAL DETAILS 1 RECORD DRAWINGS FEBRUARY 2016 50 FORT AVENUE MRIIIIII10KOWOFF - sew r wnx S.1 REPLACEMENT PROJECT SALEM, MASSACHUSETTS cHXO. BY: RJB SCALE: NO. DATE REVISIONS BY ' ' ` APPY. BY: AS NOTED