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16 LYNCH ST - PLANNING PFr�CaQ P,vn�� S( tnoul C��vN J CITY OF SALEM, MASSACHUSETTS Tb DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMHERLEY DRTSCOLL 120 WASHINGTON STREET• SALEM,MASSACHUSETTS 01970 MAYOR TEL:978-745-9595♦ FAX:978-740-0404 TOM DANIEL,AICP DIRECTOR MEMORANDUM To: File From: Amanda Chiancola, Staff Planner Re: Academy School Gym at Shetland Park Date: November 14,2016 Tom Daniel and I met with Attorney Bill Quinn, Erick Hahn, Justin Welch and Scott Patrowicz to discuss the Academy School gym development at 16 Lynch Street. i As noted in the attached email, the development team has agreed to replace the sidewalk and curbing along the Lynch Street, and a short way along Perkins Street (@300 Liner Feet total) with a minimum of an all concrete product and/or with a possible overflow of granite curbing materials from the City of Salem, make it a concretelgranite solution as is found throughout the city. The development tears has also agreed to stripe an ADA compliant crosswalk that provides pedestrian access from 27 Congress Street to 16 Lynch Street. These project revisions are also noted on the attached marked up plans dated November 15, 2016. Amanda Chiancola From: Erick M. Hahn <ErickH@shetlandpark com> Sent: Tuesday, November 15, 2016 12:13 PM To: Tom Daniel; Scott Patrowicz;'Bill Quinn'; 'Mike Welch' Cc: Amanda Chiancola;'Justin Welch';soneil@salemacademycs.org; Katie Davis; Rich Clement, Robert Lappin;John Hurley . Subject: RE:charter school gym My thanks to all that attended this meeting and I appreciate the great result for this project and our moving forward... The meeting culminated with one final requirement in that Shetland replace the sidewalk and curbing along the Lynch Street,and a short way along Perkins Street(@300 Liner Feet total)with a minimum of an all concrete product and/or with a possible overflow of granite curbing materials from the City of Salem,make it a concrete/granite solution as is found throughout the city. Mr. Lappin Gave the go ahead so we can proceed and hopefully obtain the building permit so we can start tearing things up ASAP Thanks again to all involved. Cheers! I Erick Hahn ErickH@shetlandbark.com I Assistant to the President ! Shetland IT Specialist& Rent-A-Geek Facilitator Shetland Properties, Inc. 27 Congress Street Building 1,Suite 101 Salem, MA 01970 Office (978)740—4421 Fax(978)744—7320 .far L*419e&W m d 9 1 0 .. From:Tom Daniel Imailto:tdaniel(1a Salem.com] Sent:Friday, November 11,2016 6:33 AM 1 V i�-16 CITY OF SALEM, MASSACHUSETTS yP �, DEPARTMENT OF PLANNING AND \ ' 4 COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLI, 120 WASHINGTON STREET♦ SALEM,MASSACHIJSETTS 01970 MAYOR TEL:978-745-9595 0 FAX:978-740-0404 TOM DANIEL,AICD DIRECTOR MEMORANDUM To: File From: Amanda Chiancola, Staff Planner Re: Academy School Gym at Shetland Park Date: November 14, 2016 Tom Daniel and I met with Attorney Bill Quinn, Erick Hahn, Justin Welch and Scott Patrowicz to discuss the Academy School gym development at 16 Lynch Street. As noted in the attached email, the development team has agreed to replace the sidewalk and curbing along the Lynch Street, and a short way along Perkins Street (@300 Liner Feet total) with a minimum of an all concrete product and/or with a possible overflow of granite curbing materials from the City of Salem, make it a concrete/granite solution as is found throughout the city. The development team has also agreed to stripe an ADA compliant crosswalk that provides pedestrian access from 27 Congress Street to 16 Lynch Street. These project revisions are also noted on the attached marked up plans dated November 15, 2016. Amanda Chiancola From: Erick M. Hahn <ErickH@shetlandpark.com> Sent: Tuesday, November 15, 2016 12:13 PM To: Tom Daniel; Scott Patrowicz; 'Bill Quinn'; 'Mike Welch' Cc: Amanda Chiancola; 'Justin Welch'; soneil@salemacademycs.org; Katie Davis; Rich Clement; Robert Lappin;John Hurley Subject: RE: charter school gym My thanks to all that attended this meeting and I appreciate the great result for this project and our moving forward... The meeting culminated with one final requirement in that Shetland replace the sidewalk and curbing along the Lynch Street,and a short way along Perkins Street(@300 Liner Feet total)with a minimum of an all concrete product and/or with a possible overflow of granite curbing materials from the City of Salem, make it a concrete/granite solution as is found throughout the city. Mr. Lappin Gave the go ahead so we can proceed and hopefully obtain the building permit so we can start tearing things up ASAP. Thanks again to all involved. Cheers! Erick Hahn ErickH(c@shetlandoark.com Assistant to the President Shetland IT Specialist & Rent-A-Geek Facilitator Shetland Properties, Inc. 27 Congress Street Building 1, Suite 101 Salem, MA 01970 Office (978)740—4421 Fax(978) 744—7320 std►ir ■ From:Tom Daniel [mailto:tdaniel@Salem.com] Sent: Friday, November 11, 2016 6:33 AM 1 To:Scott Patrowicz<scott.patrowicz@verizon.net>; 'Bill Quinn'<billquinnlaw@gmail.com>; 'Mike Welch' <m ikewelch @jjwelch.com> Cc: Erick M. Hahn<ErickH@shetlandpark.com>; Amanda Chiancola<achiancola@Salem.com>; 'Justin Welch' <justinwelch@jjwelch.com>; soneil@salemacademycs.org; Katie Davis<KatieD@ShetlandPark.com>; Rich Clement <RichC@shetlandpark.com>; Robert Lappin<ril@shetlandpark.com>;John Hurley<JohnH@shetlandpark.com> Subject: RE:charter school gym Yes, City Hall Annex conference room. Have a good weekend. Tom Sent from my Verizon 4G LTE smartphone -------- Original message-------- From: Scott Patrowicz <scott.patrowicz@verizon.net> Date: 11/11/16 06:14(GMT-05:00) To: Tom Daniel <tdaniel(i�Salem.com>, 'Bill Quinn'<billquinnlaw[7a gmail.com>, 'Mike Welch' <mikewelch(a),iiwelch.com> Cc: "'Erick M. Hahn"' <ErickH@shetlandpark.com>, Amanda Chiancola<achiancolaASalem.com>, 'Justin Welch'<iustinwelch(&jiwelch.com>, soneil ,salemacademycs.org, 'Katie Davis' <KatieD(iDshetlandpark.com>, 'Rich Clement'<R1cbC(a,Shetlandpark.com>, 'Robert Lappin' <ril(a),shetlandpark.com>, 'John Hurley' <JohnH(),shetlandpark.com> Subject: RE: charter school gym Team: Tuesday 10am is good for me. I am assuming that we meet at Tom's conference room. I will bring a couple of copies of my Site Plan. Thank you. PATROWICZ LAND DEVELOPMENT ENGINEERING Scott Patrowicz, P.E. 14 Brown Street,Salem, MA 01970 978-836-6400 cell 978-745-4110 fax From: Tom Daniel [mailto:tdanielCalSalem.com] Sent: Thursday, November 10, 2016 9:20 PM To: Bill Quinn; Mike Welch Cc: Erick M. Hahn; Amanda Chiancola; Justin Welch; soneiltilsalemacademycs.orq; Katie Davis; Rich Clement; Robert Lappin; John Hurley; scott.oatrowicz(alverizon.net Subject: RE: charter school gym Let's plan on 10:00 Tuesday. 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LAPPINTRUSTEEyneh 9 MAP 34, LOT48 S C D9c) ,x PefllCMS + P; nJreA M Re Aw.d w i+' j concre4iic 14.5 .� :o TIC+buried? j� R 3q x I4S. / ,max```'`- --14.0 \ \ fl✓AYAlct _ , 4 41-11 c � UP - , ler�Qisy�I� INSTALL SMALL `\ e \ \ ASPHA61,BERM ° tP aew \ -\ •\ (up-gradient sicT&to prevent runoff from entering he do x� - r - A e._14.0 v :o ;'Q F S St'ry9 x \ #14 '� ���� CNV©FF t; -` in SB :e EX. STEEL .' \ . \ � 9r°ry to �� i � �� GATES o LYNCH STREET ; .oe etyp> ­-1-4-.0 \.\ \ x� 9 F�9c, , �M ° m t �� �a� � - •q ` - -- 13.5 10-14 LYNCH STREET REALTY TRUST n o �" rn ;o ♦ • *C1e x e , n �� 4 40 ®$ -' `"``� •�8 ' y¢zclJ \`Ahs\ ANTHONY K. PAONE, SR_ TRUSTEE MAP 34, LOT 191 U 4n 6.6- 14.8 ♦ %d�„r C fo + �I \ I ````` rn +c ° a (♦ V�-�P��;s' -___/ j)aewatk �d" \ -13.5- 04 13.5- ^J�` , y >' \ k o o0R ° x i` 4 q \SA FF / ` f E C 1 r \ rNs f� �p 1�7♦ `' ��'\ IP4 s ATES (typ) M( F,i Fes. �/�,,, A \ \ _V ` INSTALL CONCRETE 'EKE Fkl a 91` ♦ ,'� '�' / l WG \ q, �\ LANDING (to property line) \ S G ,•Q ° W • ,.�/ WG (flush to finished pavement) :a `\ _ r PgVEti1F /nl`` ♦ 9� ip 4�M `�" \ \ A� /' e (1%pitch away from building) \ CTed) /VT TqL� ' A - �Qn� 9 SAW R1Y=1z 91 , INSTALL ROOFLINE ��\ ( CRUSH /�/DSCA` `MO�' ��s zo -13.0 ------'� / • �r \ C _ 4Q +• \ To I = - z� DMH RIY=12.99 / / o DEFLECTORS d �by� STO /VGa 7�er a x/s�;,� l,/E e� nd�o S1d1ATH Tp,EX.SIDEIIVALK_, / r (for,rainwater)Mar \ 1► - ;; v ``� -�i ' / \ Y x W �• T � ,. i.._: � 'fir �� o U U N `�a \ A��,e9 /\ �► `�a ,$a _ =12.88 A-111(, let ,• a: r,ui >Z / 1 ]1 / In / , I?O Ayb \.•\ { 6i•� m U o / 1 LOCUS \ INSTALL CONCRETE LANDING F S / z / W 3�r �1 1 r \ ��\ (flush to finished pavement) ��NT 1 a� z '¢� `, (1%pitch away from building) DooR1 ha #16 INSTALL ROOFLI / � o / � � NE DEFLECTORS � � , I / / , ^ \ \ Bvi 1 p %� LYNCH STREET (for rainwater) '13.5 w� l I^ / �. e k e t`✓ �la'�9 R; xQ i SHETLAND TRUST a .� �� �� Q ' +e/ke ; ROBERT I. LAPPIN, TRUSTEE y ; / '} MAT(rH TO EX.SIDEWALK y °h MAP 34, LOT 182 l l CID I / U `� / / / \ / 3 U / C•\ / \I\ - NEWGYMNASIUM BUILDINGb a � ► , FOOTPRINT AREA = 119390 Sod existing paved playground / 3 1�� / C PAP SAWCUT & MAT 4 / (existing paveme / "c ` , / ; , ��'_ ; gvi/di r i ;z i v v'& PERKINS STREET // (Uy' �.� � RIP-RAP / / a o / f SHETLAND TRUST \ •� / / - `� cII ; / /� ol _J \ (to minimize erosion / t� �� / / - / d- Z O ° , / 4t. ROBERT I. LAPPIN, TRUSTEE .tea ¢ _ I �N from the gutter downspout) % �' �� i ! / lU UJ a0i / l //° o` o MAP 34, LOT 210 / / ,� X Z 1 I r Z m / ' 6.7: �tC/ � Q a / xV - 2 '/� Cr ��.. / ><v , ���\ \ // \ / co / `% LC O o d ' 2 UP. ° 2 CD co ol /�_.. l �Q � -OI R `rP�D ENDLo \ ` , i ,71,,` 134 A INSTALL CONCRETE LANDING l ti 1'1 / 3 flush to finished / / , 4 / ( sed pavement) o / I / o / \`\� U I a" `'�.' VS 14.8 :Q / j %° ' (1%pitch away from building) / °' Q / " /((`` I t / a�iC1// �/I11 A<< NFw :v 1 g9 // i /` / D INSTALL ROOFLINE DEFLECTORS / �� / / /� /.4 / #20b I q;' l > ! '•l ; 1.��° HC / �` , Q' ; � �, �' �� for rainwater l \ "/ <.Q ..� /�f(� v 1�� RAMP �� --FE; R q ( ) / l w 5 / PERIUNS STREET z `�—' `� h - /Vs / o $/ /vj -15.0- T / KEVIN M. & CHRISTINE HOAC / j / 1 \ l /a.o• ` ►qC� ROBERT I. LAPPIN, TRUSTEE / ,� d \\ ! ^ 1 1•A ° , 35LF SEWER LATERAL MAP 34, LOT 209 / io, a l , l i"d° ZCl ' , 1 s l �� / i \`�� i `��� \\ I / � ,Y� 6"PVC ® 2%(min) o / l iii `��, {14.7o 14 rn x ///// ((/ TFC \`� / 411 RE-INSTALL !�I 769, ol CONCRETE , R STA�C j�` �c�\ti \\ EXISTING PARKING-Lia-e- ` �: SIDEWALK & VGC, / / AHC o\� �� \ , / RE-PAVE ROAD / • ,� / p„ (remove existing pavement,adjust grades) / \` / b WMP �L 14.65 (insure sub-base is at least 12"and solid) \ \ ��, / (per City spec, '*d ,2 / INSTALL NEW PAVEMENT / after utility trencnes) A \ �� �� ',` ' l ``�, �'•�� , �� 11 a•� � � l INEW WyE / U 4ijx`'• ' 1 i l 9 --"- � C) / e U r� 1 141 9 / s INSTALL VGC STEP \ It c ``` \ (for existing walk) 27 #26 c ,�, I Ili / a o � co �. V r W \ PERUNS STREET 3 P /�� —&PAP � �� /o 1 o . x - - 14.5--- � � -- � Mov �S� �\ _ � i , y � �' ; � � CONGRESS STREET a '\ a 'qO - - / ,� z� E�l/S' fir'; G y a. zz l I l SHETLAND TRUST CATALINA & BLASINA TORIBIO G / \ ,/ w L '�► n1 T//V P �� z \' \ � / `3 '``_ 's G ,N � R.R.r. R � FS , /` � 2 3 ��` �/ / ROBERT I. LAPPIN, TRUSTEE' MAP 34, LOT 208 ` , f' o o ° '� o/ / h% ex. fe �\ tAIVD Ps All P.r ♦ \ nce SLAP/ IN�O t '«F� s m / 1 / \ / MAP 34, LOT 448 Weaax \ P (for /VG c e 2 aks is) v U m r y" - - I3•e� FS .411 ol �RC/Q a, s �,q0. -15.5 .d EXISTING PARKING LOT . �■��j , �; • ; / (grades and layout to remain as is) �° x9� s po, i 1a /a �c" O) o 4 l I Q x. � o/ , � ° /C �/ • ♦x�\/ fence '? /' f j • / ° / Salem, Wetlands By-law ' ~" •,L z� / ' ,��� - '�` / 0—FOOT BUFFER ZONE \ Ri c :� z SMH RIM=12.99 , k.� A h n l ,°�� ,'� y a \ { e �/ H T (17�easured J'ro�rt LSCSF ? c0 =: � , SB(�. +. / / / +c k C es Cur #14 CAP �+._` _ Sx •.n.', O d�� /' j// b sph°;t / z�� (af ° �B. fii x 2 %gg� /W° mainPINGREE STREET ,/ RESIDENTIAL RENTAL PROPERTIES, LLC MAP 34, LOT 181 ` ` ` oa° I a '^ / \/ • '� / - �Q � \ / Q � �w� \ � ',xx ex' R.R.1'; I �:". l` t •T� � /% \`�..�t�'° `� a ;\ / / z f 04. a e¢ zA // y',d` \ ` �I A (f° na cQ Av lo , CDo \ xA ` #25 PERIUNS STREET %%�//%% Salem. Wetlands B law l / TWENTY FIVE PERLINS STREET / 100—FOOT BUFFER ZONE CONDOMINIUM (measured from LSCSF) l l ' l MAP 34 LOT 183 j l dill, # C-D cc ; / ,, / / l PINGREE ST l REET \ / FAUSTO MORETAA & CRISTIAN f3F.TANCES MAP 34, LOT 180 / a ; NOTES 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 34, LOT 182. PROPERTY LINE AND TOPOGRAPHY PER NORTH SHORE SURVEY CORP. ON-THE-GROUND FIELD SURVEY COMPLETED (October, 2015). DEED REFERENCE (RECORDED AT THE ESSEX COUNTY REGISTRY OF DEEDS): / / , C/)) BOOK 8732, PAGE 51. \J 2. LOCUS EXISTS WITHIN A RESIDENTIAL-3 (R-3) ZONING DISTRICT. THE DIMENSIONAL REQUIREMENTS ARE AS FOLLOWS: / MINIMUM LOT AREA = 25,000 SQUARE FEET MINIMUM LOT AREA PER DWELLING UNIT = 3,500 SQUARE FEET MINIMUM LOT WIDTH = 100 FEET MAXIMUM LOT COVERAGE (BY ALL BUILDINGS) = 35 PERCENT 11 j / MINIMUM FRONT YARD SETBACK = 15 FEET sMH Rai�o.z4 / MINIMUM LOT SIDE YARD = 20 FEET MINIMUM LOT REAR YARD = 30 FEET MAXIMUM BUILDING HEIGHT = 45 FEET p, MAXIMUM NUMBER OF STORIES = 3.5 � MAXIMUM HEIGHT OF FENCES = 6 FEET Z MINIMUM DISTANCE BETWEEN BUILDINGS ON LOT = 40 FEET. W THE DESIGN ENGINEER: PATROWICZ LAND DEVELOPMENIT ENGINEERING PLDE DOES NOT NECESSARILY REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. PRIOR TO OBTAINIMG A BUILDING PERMIT, THE BUILDING INSPECTOR SHALL ` THIS PLAN PREPARED BY E D (PLDE) DETERMINE DEFINITIVE COMPLIANCE OF THE SITE PLAN AND/OR ARCHITECTURALS (BUILDINGS, WALLS, FENCES, ETC). BUILDING SETBACKS REQUIRE CONFIRMATION FROM THE BUILDING INSPECTOR PRIOR TO ANY DESIGN AND/OR CONSTRUCTION. WAIVERS AND/OR VARIANCES N MAY BE REQUIRED (BASED UPON THE OPINION OF THE BUILDING INSPECTOR). ,y •r♦� lop CD cn 3. THE SITE PRESENTLY INCLUDES A PARKING LOT AND SOME LANDSCAPING. $ ` j m �, 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NAVD OF 1988. 3 W aq° /' / / / NOTE: THIS PLAN ONLY SERVES ASA GENERAL GUIDE. O � O ' THE SITE CONTRACTOR MAY NEED q � �� TO ADJUST FINAL GRADES onl with PLDE a 5. THE FEMA AE 100-YEAR FLOOD BOUNDARY LINE IS FROM FIRM MAP PANEL #25009CO419G DATED JULY 16, 2014, PLAN SCALE 1"= 500'. THE BASE FLOOD ELEVATION (BFE) IS LISTED AS ELEVATION 10 (USING DATUM: NAVD OF 1988). THE ENTIRE SITE IS WITHIN THE ��y` a ;� ; / f'; I ( r ) pproval) AS NEI;ESSARY BASED ON FIELD ACTUALITIES. APPROVAL from VLDE IS REQUIRED PRIOR TO MAKING AD]USTMENT. CO FEMA AE ZONE. `44 / / /-'� / NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, THIS PLAN IS FOR PERMITTING PURPOSES ONLY. NOTE: THE ARCHITECT IS RESPONSIBLE TO INSURE THAT THE DESIGN (BUILDING AND ADJACENT GRADES) MEET ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. NOTE: THE SITE CONTRACTOR SHALL INSURE THE CONSTRUCTION MEETS ALL ; 0- APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. NOTE: THIS SITE PLAN BY NO MEANS CONSTITUTES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY ' / '-/-- / Datum - N A V T 8 8 0 AND OTHER WORK WOULD BE REQUIRED BY OTHERS FOR SUCH A CERTIFICATION. / ' / ' 10 0 5 10 20 J w 6. A SMALL PORTION OF THE SITE (southern corner) IS WITHIN THE SALEM 100-BUFFER TO LAND SUBJECT TO COASTAL STORM FLOWAGE (ALTHOUGH NO WORK IS PROPOSED ON THAT PORTION OF THE SITE. THERE ARE NO OTHER WETLAND RESOURCE AREAS ON THE SITE (or = adjacent to the site). ° / �� O Cb Q � GRAPHIC SCALE ( iN �'r ) 1 inch = 10 ft. a) 7. THE FOLLOWING NOTES PERTAIN TO THE UTILITIES (and OTHER IMPROVEMENTS) OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE LOCATED/DETERMINED/SPECIFIED BY OTHERS. / `�fi ` Q �° �'!��,, m IT THIS PLAN DOES NOT NECESSARILY SHOW ALL UTILITY LINES and o- UNDERGROUND CONDUITS SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY (WITHOUT EXPLORATORY EXCAVATION TO UNCOVER UTILITIES). GROUND PENETRATING RADAR ' • / ' 6 oQ Oq O U (GPR) SERVICE WAS NOT USED IN THE PREPARATION OF THIS PLAN. ELECTRICAL/MAGNETIC TRACING METHODS WERE ALSO NOT USED IN THE PREPARATION OF THIS PLAN. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE \� / yZZ W BASED ON A COMPILATION OF READILY AVAILABLE INFORMATION GIVEN TO THE FIELD SURVEYOR AT THE TIME OF THE PREPARATION OF THIS PLAN AND THE RECENT FIELD SURVEY OF VISIBLE ABOVE GROUND STRUCTURES. PRIOR TO ANY CONSTRUCTION, THE CONTRACTORo __ O SHALL LOCATE THE FULL EXTENT OF THE UTILITY LINES. THE CONTRACTOR SHALL ALSO VERIFY IF UTILITY LINES ARE ABANDONED (and physically located in-place). t a 0 FY THE PHYSICAL CONDITION OF ANY EXISTING UTILITIES SINCE A TV CAMERA WAS NOT USED FOR INSPECTION. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES WITHIN THE - Z PLDE DOES NOT CERTIFY Q RESPONSIBILITY or LIABILITY FOR ANY BROKEN or DAMAGED UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION (CONSTRUCTION). / / PROJECT AREA. PLDE ASSUMES ►�4 ( ) ( ) � ; - LAND SUBJECT 0 / TO ASTAL p ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, TOWN DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. !HIGHWAY DEPT. x w¢', / STO M FLOWAGE SITE 310- CA/R f ( 0.04) PLAN SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (or REPAIRED) UTILITY LINES ARE SUBJECT TO THE APPROVAL FROM THE TOWN. THE / / CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. ! / for the construction of a new E / GYMNASIUM BUILDING Q PRIOR TO WORKING (ANYWHERE ON-SITE and/or INSIDE ANY ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO , ! / FOOTPRINT = 134' X 85' Y) COMMENCING ANY UTILITY OR EXCAVATION WORK. ' / site located at: o THE SITE UTILITIES CONTRACTOR SHALL OBTAIN APPROVAL FROM WITH THE CITY OF SALEM FOR FINAL DESIGN PRIOR TO INSTALLATION. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE WITH THE CITY OF SALEM FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL /! / #16 Lynch Street a COORDINATE WILL EACH RESPECTIVE TOWN DEPARTMENT FOR THE RE=QUIRED APPROVALS. THE SITE CONTRACTOR SHALL PERFORM THE REQUIRED TESTING PER TOWN SPECIFICATIONS PRIOR TO ACTUAL UTILITY USE. Salem, MA / / I ' / A / � IF EXISTING UTILITY SERVICES (and/or MAINS) ARE TO BE USED, CO'VTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL (AND RECEIVING MAIN) / �.' / July 23, 2015 INSPECTED BY TV CAMERA AND SUBMITTED FOR APPROVAL TO THE DESIGN ENGINEER AND MARBLEHEAD WATER AND SEWER DEPT. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED OR PARTIALLY SETTLED CAUSING INTERNAL PUDDLES), IT SHALL BE REPAIRED/FIXED AS PART OF THE (UTILITIES PERMIT AND SITE CONSTRUCTION. 9� / / ; / Rev#] :October 27, 2016 (revised per City Engineer's Comments 0 ) fit{ OIF /y 8. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (and/or TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES,. MHD SPECIFICATIONS AND / ;a i j " 4SSy Plan Scale: 1 = 10 ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (and the LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PRIOR APPROVAL FROM PLDE SHALL AUTOMATICALLY NULL and VOID ALL PLDE % j / oma' sCOTf7 IAN tiG CERTIFICATIONS ON THIS PLAN (and ACCOMPANYING DOCUMENTS), THEREFORE PLDE IS NOT RESPONSIBLE (or LIABLE) FOR ANY FIELD CHANGES MADE WITHOUT PLDE PRIOR APPROVAL. PLDE IS ALSO NOT RESPONSIBLE (or LIABLE) FOR ANY CONSTRUCTION PERFORMED BY / / Sheet 1 of 1 pATCIrowICZ m PATROWICZ � OTHERS (WITHOUT THE FIELD SUPERVISION BY PLDE). PLDE DOES NOT WARRANJTY, GUARANTEE (OR WILL BE HELD LIABLE) FOR THE WORK PERFORMED BY OTHERS. II / / v 9 No 33656 O y LAND DEVELOPMENT ENGINEERING c E 9. STRUCTURAL ENGINEERING (if required) SHALL BE PERFORMED BY OTHERS. CONSTRUCTION SHALL ALSO BE PERFORMED BY OTHERS. PLDE ASSUMES CONTRACTOR TO PERFORM HIGH QUALITY WORKMANSHIP and STRUCTURES (including buildings, walls and foundations) ARE 14 Brown Street, Salem, MA 01970 Al E o "BUILT TO LAST". THEREFORE, PLDE IS NOT RESPONSIBLE (or LIABLE) FOR THE STRUCTURAL INTEGRITY OF ANY EXISTING OR PROPOSED STRUCTURES (including repairs). 1 % 1 / / / (978) 836-6400 0 ' cot t.patrowicz@verizon.net PLDE#13-43 U