Loading...
B-17-1249 - 0015 BROADWAY - Building Permit The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling f� (This Section For Official Use Only) Building Permit Number: Date Applied: Building Official! SECTION 1:LOCATION l Nand Street City/Town Zip Code Name of Building(if aptcable)"' Assessors Map# Block#and/or Lot # ©O Z SECTION 2:PROPOSED WORK Edition of MA State Code used . If New Construction check her r check all that apply in the tikOrows below Existing Building❑ Repair❑ Alteration ❑ Addition❑ Demolition ❑ (Please fill out and submit pen41x p) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes _No O Is an Independent Structural Engineering Peer Review required? Yes ❑ .jSVo Brief Description of Proposed Work: fyl2 y e�- r-o o-rPfi_4, l.T-_ .23 i .M SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H4❑ H-5❑ I: Institutional 1-1❑ 1-2❑ I-3❑ 14❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑, Special Use❑and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV ❑ 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Licensed Disposal Site❑ Public,, Check if outside Flood Zone❑ Indicate municipal f�;, A trench will not be P Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-wa Hazards to Air Navigation: MA Historic Conunission Review Process: Not Applicably Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Tr�'A M P-r'�.- 2� r---i� ;22 S ew d-w S-r. *MA/Z g1,E�F P ads Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 5 -TA/1JD �� _ � � Zh 0 (Z:1ep4:hon:eNo. 8�a� v b];,v zit. Title WVp4-)/C-&—Ve Telephone No.(business) (cell a-mail address If applicable,the property owner hereby authorizes: Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms see section 107 in the code as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinatin' document submittals) Name(Registrant) Telephone No. e-mail address Re&istration Number 311 Street Address City/TowA State Zip Discipline Ex iration Date 10.2 General Contractor Company Name fr A ame of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKERS COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes 13 No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6) 1.Building $ Building Permit Fee=Total Construction Cost x 1 r (Insert here 2.Electrical $ 0 0 appropriate municipal factor)=$ C— 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ /3 000 Enclose check payable to 6.Total Cost $ 16s ,6700 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the est of my know dge and u s dirig. ,A d rV 70-- )_ke-O Please print and sign name Title Telephone No. Date 9;2 S ���y?�x�" �6� c11�` �ss�s�b I�.i�� ��l Street Address City/Town State Zip Email Address VZ�-7 d ,Al Municipal Inspector to fill out this section upon application approval: n Name Date CITY OF SALEM ROUTING SLIP New Construction Certificate of Occupancy LOCATION l5 QfC�q� wat DATE V0 ASSESSORS DATE " 93 Washington St. pV CITY CLERK DATE 93 Washington St. •PUBLIC SERVICES DATE L 120 Washington St. WATER 06' DATE 120 Washington St. CROSS CONNECTIONQ181, DATE NS4 17 5 Jefferson Ave er` s 1- N PLANNING DATE 120 Washington St.,_ CONSERVATION DATE 120 Washington St. ELECTRICAL DATE 48 Lafayette t ,�' a FIRE PREVENTION&' DATE IZ 29 Fort Avenue HEALTH DATE 120 Washington St. ` BUILDING INSPECTOR DATE 120 Washington St. Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional A for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Clarke Workshops Date: 11/28/17 Property Address: 15 Broadway Salem MA Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: Project is to replace existing workshop with new slab on grade workshop building on frost wall with wood framing and roof trusses. See sheets A1.1 and S1.1 for drawings. I Thaddeus S Siemasko MA Registration Number: 6028 Expiration date: 8/31/18 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit tot officia `Final Construction Control Document'. .�O tED ARC Enter in the space to the right a"wet"or electronic signature and seal: o No.6o - o EV Ly A Phone number: 978-927-3745 � Email: thad@svdesign.com F MPgS Mildihg Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 SOUZA, TRUE JOB NO. SHEET NO. +f r� gi j L LfaQ t-* DATE�x�t►.,0 AND PARTNERS, INC. TDB_ � — CONSULTING ENGINEERS CLIENT BY TAt: 12ou� Lo'a �ylk1:�M 'M/tys) So • ;�y VL 4 i ' j iI f tt � M I 2' L i lo5,a 0' 64 �' P As,,• 5 c ar � ,� 1 y, r 4In. 0 90 ` i I `7yy� a 54V A 1+� 3 0 �k lk7q 1 lags �.SfiQ.�� I.�s Ib 41 h4 � �L I qQS'� l r l+s/�•S/•2 btt ��lyf 1 ' ql 2t3,5I�rti 3gs;1 L,I%z ' IzG4 ' y a S O U ZA, TRUE JOB NO. -I a-I- SHEET NO. Z AND PARTNERS, INC. JOB ��%A OiV( O��GS = DATE CONSULTING ENGINEERS CLIENT _ BY 14 30:Gr SF , ts 0 6 8 II Q/ ��14 i I � i 1093 u r dts t 7wA r L9e i ,c �,y" Wei I 411 �nzaca 'hay` - b % b I z i I Lw i I i I I I i I i - j f C SOUL7/e , TRUE JOB NO. I SHEETNO. y AND PARTNERS, INC. JOB G L-A.Cul-fo — DATE CONSULTING ENGINEERS CLIENT - - �h� By i M�2t 01� r j �l.Fi NJ)prN) i lf: 1 .� <: l�5fil ��s? df3Lf� '1ltjnui�t So .¢ 1 'a.c. i I h� 14-3,1 A Pep• G 9n 1 I Ibs 6� W ifv 1.33I�X"5x I/Z ". 1 53fl16 j Y t,33fr /z" p'4jy) 17j�j21b C Id2r�6 vy i j 38 ti mil a �GI n` X 1.12 2 {x� � I M I& �R33 ')6s IR�d3�12'/Z�oa '. t'01 " IIZia " l.�Il>s �bfi Gf21"Prt j a: vvlm- Per 1 ' sm i y k i y t wa 1q 41b— o4411 trio 1�2 17/1{b �f3 11�5 r q; 2 l jl '9Alo,9f.l� at 138'5 F 4 a l l z/ 17-L o A 3 ' l z � ) (12S t 9y la. 4 �I ��.. '� z I2y 485 f�} It- '� fr13 � �ji3j � 801.4.oQ Mr �Olsi.od /Z�tl2y 2:5544`165 S 2854 �) �ZBao ' 12a,3��3 3-1q���S11/c''Rt�j lrY� � '�lG23� 14 P, IIZ64 '$'S.�i 231,88'�+ 28 { ?Ga112 c �5;A ' 14R1�14 n — �'{'J. l-I�sKI�- =M ll (� `s o 48S a o.02� c�,q i r =Oi`�q C J O U 7 L/e\, .TRUE JOB NO: y�- SHEET NO. - AND PARTNERS, INC. JOa GL Womy'4ke DATE CONSULTING ENGINEERS CLIENT DES t 1�1�Z GTi•-J �ol'7fS. M% 63: E t3o t1% ' 3L62 'Ibs f-lo t ��t s "�q oo alb, � �d 3a g �; ,t�s' ;pr552 0�✓ �' a i �tZ�s9 ✓ 4 = �1�136f1, 3 7. tom" ---�r�� 13��,► �3w1 CGIhI L4 lz s 336-'4 A f?� f } q,5./i%� 'A i to �. 2 f., )ayo Y lio�•`B 3^ ?,� '� tf�alb� Z$u o 7✓��83��3 2 1 �,� f !I g Wei rt4t. i;ve1"A 1�. tahZ �' r�i ►<� wa�}ba ^ vsr f'' l$ 4 � �,'S rtz�'vtb h Z ✓�i.5b�to yl� r74.54,> C4> �fM•. /� �7 j pl j ,•:S �4 - (� F� �. r t!� =19 /�e'rC (".q 0 y �j58 l7�t 3s8 'It t 9 �,; I S O U ZA, TRUE SHEET NO. AND PARTNERS, INC. JOB 'DATE CONSULTING ENGINEERS CLIENT afrl _. BY Pie _ AW � ��y r7/•r� S�V9 iZV2�4) � 2 ' '' �� lsbrfrb �'�''� tow i Gifi2� Gct�y I ao f 15 U y l/�r t �3Z i i i r SOUZA, TRUE JOB NO. -- 1 SHEET NO. Gp V AND PARTNERS,. INC. JOB C-1,00 47 )dtw4&A DATE CONSULTING ENGINEERS CLIENT �� Y By i Lo�}05 oF! SEfEgt2 Li�(.��5 • i � i 3'fiL I i � � I IT 9 ,cq 96�a�" yy q 2na 1q I S 16 .P�lcH• aft . ' � I ?J SPS�3fQlY fU.t�j I FR9 SLRg lY" l 4F o.S 1- 4 F i$)A I 4641 n'.. �O Z �sr�•G�-n�a i i } SOUL_! , TRUE, JOB NO. �� "LL�7�. � SHEET NO. AND PARTNERS, INC. JOB �� k1o21G�r1#uP DATE CONSULTING ENGINEERS GuENr tip✓ BY 2 Cv yfu� t�hu; r:!t Pia ��2� po�wo,>p '2 2�.G p.T ik q� f�aos 15T NC'►M %o" i 3tl 2 con�Q wk 4- y�aM��f) i jjvulr,3: I n ell TOP,vf— r—t4Up, \,jk(L ' - G� ?.7@ t o 0 4 n,0 t, a I M in O�QSit --�— - {Zi6i'Dlr�ivt,BTi,x1l 6„ of i �Itl�}1i11I�1111( v 112 Hro eV� 2 g y -.t 3"CoJpn; ' i Goi-l11 2 V� 5o t J; ( V t�i� t i� >=t!E�D) (7y�1 cira✓� ��GT► o F 1, ITT 'STu p zt { SOUL7/e, TRUE, JOBNP. -���` - SHEET NO. ✓- AND PARTNERS, INC. JOB GC>A�({%_1sj.0_ JfcGc ! DATE �• ��� CONSULTING ENGINEERS CLIENT By P�'�Ik�orT 1A0 t'wV I ' I 12 0 I J - cc3oc�bm opO � �' � I i I � I - I �t i 0 I 2•-O i a v 4-'-�vm cis 3o s o rye �- i ; I }� r ' i l� A oPwn WY 1 �((�•f{�I( ' fi ' , ill�ll► III I I ! I 41g%4 l�da0-Ql W + . CIO KW j I 0 •rr��Grj ,a-+1 flit I 1l� A f'I�S a 3�j cmoaGX7� � — -- 0 ead�U-6l w} "r► a '7.4Qj °0 4rAW ti Uta 0g I � �s�(S1 4is�g iC'o ��'+fiLCGlNici`:. AJ� 1 v►�( '9u4 S�+vf, rol �1 ne f IN3110 SM33NIJN3 DW.L-I ISNOJ v-y i 31Va -- i�a(+���z aor NI 'S213NAVd (INV � 'ON 133HS G..� ��. .. 'ON BOr A l NI /vz os SO U ZA, TRUE JOB NC. f rf 8� SHEET NO. AND PARTNERS, INC. �os. GL-Arj � 1Joy y DATE CONSULTING ENGINEERS CLIENT 5� BY TAL i i i o d >sn mil " ply..�ovo 17(.3 t3'> Oot c "o.c. Gt�o N�ltr` > s i I i (3 UAlQ"LYtA IN, PtzT roj7 ��� v��nflc►K. ,�,as f�: ,c. or 3-Ibo� �Rl(rG �'vltiT' NA�1G�rt. (�i�.rz.'t�c�y rr f+2"o.c� ars ��tf1 La/+srj a, ts3d:�) i , S I'�J>✓' w!/ rk w� �J I i �pQoa)r� ylnP 5tM t+ty �, 6° LT�'o� t ft f Stxi2��Sco yc INN l (gQl6°°:c 1�oop rr n f hug, 100(� �7SJo NOW.": �J r V Nh,�5 N �fi f yLG 1�r4 t11 8n L X- V2-1001 ► o&-V r I 1i �8 4PQ� 6o So► y h f¢yap�t� 5�s �412 PAP 3n)sor old OWWy►vic or v ��frl ua Z-Z pL a S O U ZA, TRUE JOB NG. �) SHEET NO. AND PARTNERS, INC. JOB G� -' � � o(�L�}]p ._�__ DATE CONSULTING ENGINEERS CLIENT �f4 - By i i i J i 10G1 .{�J,,Iv, E `T'I D.L. i " 1 i G��etp �At�yotv; I i ti'IkOGV-1 i. �vty ttu.t. w/ �L�WbaO 7Cc•T t.o,� . 77% -�7 2�6� (t,�to r• 1� ao yt•'�; vJ1�i; w p��da. 610 9-1=tova- I &Wov }' fsAfit , 2 F j� t3!-n w�, �Eta�w1 5►ir'es ITIS13 (terg; XI 16 d 41 Al l.5 .v � 8' v,a' I I I +s cl G'2 A��� Go 7bltif3 p 16,ro.�. �6d rJM,f.s :�i Zvi 5nn v+J � y�Y)vQ G7EGT o —4 � A'U SO U ZA, TRUE JOB Na. t'f l SHEET NO. AND PARTNERS, INC. JOB _ Glpr f�tiE 1�l/nQ�_ i._ DATE t. CONSULTING ENGINEERS CLIENT cif` \' BY • i j i j 1 i I `4 J a-t'ccA,, t ,rrs rod t4 o� 2 •f6d wMtys �,�,o �I � QVro.c. °�Patil r �iln�y , III' 5, C'4 od +�A►t�S a x `"AdsGt-(tip g�bar r .74 lK I � �(o�lo•i. loop> r-joo llj� FU�,a1:ut N�c1tLB0 L,hG �Cc"Ape,14 i i cGnc - a i i j I S O U ZA, TRUE ' JOB NO!, 'T V61 SHEET NO. i a AND PARTNERS, INC. JOB lj0 a `' Q: DATE -8_ 5-17 _ TAv CONSULTING ENGINEERS CLIENT - - - �-� BY -- - - I i . i I I �i'ti1lL'f 5) � I (•�SD lst E uIfH 'f3 as.465 �I n 4-{ad Irl Ov'f'"* U}o'I,-p T�At�Sp4 1 `DIInD�1Yi,Or�M� 1;o,9p off' %4 S o c. __ Orr �lrGN otG i LJI i;nd'rfA1�5 C' 8"0,C, pl�/knY O.S +'J00 y�nch I i lj L LT-1 L2 Q�} S O U ZA, TRUE - JOB NG: I ) CJ T 'L SHEET NO. AND PARTNERS, INC. JOB (-LAB 1-}G� L�oIZV 5Vb>? DATE CONSULTING ENGINEERS CLIENT hfi By i i i o c1 VA'%L- %avo0 Pow 5u�•�,-lai>J� � I Chi j i na lln49 ?&j)pToo5s ti 90 AtiJ a 2-g pole 17lA (LArfNi 1:oyip o� "lag 1(0* etil °��°y !�(e Z3S IYrt..ode 7tZu5�r 4/e. l.fr�s Viz. 1,5, 4 104Tv '�Ry�! G11oo-o i �'2E L 1pcl KAttiy o.C,' t4A Ls,•i N,u a ,c hr�py . KA� l/z 11"-INJ060 Sfiti� i�i� To �7TOp5 I I i � I NOTES 1. LOCUS IS SHOWN ON CITY ASSESSOR'S MAP 32, LOT 55. EXISTING CONDITIONS AND PROPERTY LINE PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, September, 2017. 2. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR 24" DIA UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE s BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE bb ; PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF PLAN VIEW ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO RESPONSIBILITY (OR LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY -1 24" OPENING I- LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. 23 bq • 8" 12" •a".• =, ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND + TW:15.6 q`A • . DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL T ,. BW:9.5 W:15.8 b� -- zy + \ 0) @ • ° (4) 10" DIA INLETS AND STATE BUILDING CODES, TOWN DPW/ENGINEERING DEPT. b 15.E SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT �\ xA � • ° O O O ° AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND / TW:1'6. M o m� 3s OR INSTALLATION OF ANY NEW OR REPAIRED UTILITY LINES ARE SUBJECT TO 8 \\ \ 0 48 • ° �° °0 ° • THE APPROVAL FROM THE OWN. ) TW:16.3 °� / Q; n G . � i � � � '\ - ` 9 q �. ° � Qo O ° PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM ------------------------------ �G '( �, X SUCH WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE G oar \�Q i �3' / 16, \ q9 4'-0" OQ �`p`�aa�e� ,Zb �� / .°` c �,\ 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO �o I �(�\ �� SOLID SUMP 5" COMMENCING ANY UTILITY OR EXCAVATION WORK. W:I3.0 \ / ° \ \: (AS REO'D) erg � \\\ v 0�-j \ \ \ THE SITE CONTRACTOR MAY WANT TO MAKE 16.7 SHEA AS PART OF CONSTRUCTION, 15.6� FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR /,! oA° �¢Qya TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH i \ 16.3+ / �°�, l ` TW15.0 m,< LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE x W:14.0 \ / q_y / �\ �� A ,>>- / /1 0 SECTION VIEW TW:16.8 + / . \ \� .� �~ � / 05< \ A ` BW:10.1 ,"�'. MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS �4 i NOTES: PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. 14 .7� / \ FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL ° 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. \ Fp\�G, r D� � I \\ fp.\ AUTOMATICALLY NULL AND VOID ALL CERTIFICATIONS ON THIS PLAN AND 5TP:16.6 °�o \ N % 2. DESIGNED FOR H-20 LOADING. / F, � \ `\ ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ,o BW:15. / O \�c` n J fr 15•L20 12 \ ae 3. OPTIONAL ECCENTRIC CONES AVAILABLE. FIELD CHANGES MADE WITHOUT PLDE APPROVAL. x 4. VOLUME: 94 GALLONS/VF DEMOLISH & a�\,`� NO GUTTERS 0„ � - �\ REMOVE J ' / ON REAR OF BUILDING so 2� TW:16.2 x9/ �' so that runoffs reads event y, TW:15.0 BW:15.$ 2. / �JSHEA New 800-696 Premier PYecaster 4 \ off° (existing building) / ( p y \ LEACHING CATCH BASIN / over the crushed stone area � �� BW:11.1 soo-sss-7432 {sHEA) NEW RETAINING WALL CONCRETE PRODUCTS www.sheaconcrete.com 48" DIA-rJ WALL Ah q 2 0° \ WgTER \.._._•-•- ;,, \ i G (FLAT TOP) typ.14.7 173 Salem Street 87 Haverhill Road 160 Old Turnpike Road Page: E4.1 `L \ .0. Box 520 P.O. Box 807 Nottingham, NH 03290 x 15 \cfI ,., \ ONN CT TO ._-' \ � \U� ° ` �i �' ��'Za (desi ned b others - -_ 'y g y ) Vilmington, MA 01887 Amesbury, MA 01913 cb481ch5w.dw 11/30/09 *UPCR 0 `� - \- - C ._ requirements) 9G, 1� �� ^�, `\ .. /5 SSE .- \ (per City(` �, o \ P with 3 min.0 radient li 1 a p_g p peciFcations subject to change without notice I IF y �' °` \ (to contain runoff) x o s\ �61. o DIRECT HALF ROOF �'2 � 5.00�0��' \ �� v / \ \ .'' o RUNOFF TO THE 0 a v' 2 r2 o LEACHING BASINS < ° 0, \ \` .0 eT New \� 3 \sue / v 9'\ \ (ny �� ��15.6+ \ ` q� /(at%boy) o \ S.0. \ \� \ 16 / 16.92 b O d'CO �tp O �2'a�, S o �` \\ n a TW:15.0 o \` ��J�11;�` -�__.;_°°_K CONNECT TO EX�$EVU'ER O �0 ^� \ ezo,� BWA2.1 \ \ �,e,, \ 2° (per City r uire a �._ '4 2A00 O �0 \ � \\ DOWNSPOUT � w 1 .7+ o q 16.0 = 17 . 0� FIFE e W 7 \ + O \ a i \ N x \ \ ��� \ qq ye'•' O DEMOLISH & \ 16.85411 + 1s ( ® REMOVE 20�° OD\ ,> \\ 14.7+ (existing pavement) DEMOLISH 3 \� REMOVE \ p 4-15.00 `\ , II Z SHEA CONCRETE TRENCH DRAIN (30 LF) ��� p0 f \ x s r a' `` �, ` Q t + . (S (existing shed) 16.83+ v s /` 14.7+ + I v) TWO 48"INSIDE DIAMETER (5"WALLS & 8"TOP) ��L LO'i° h \ s �'9 \ �Q b. LEACHING CATCH BASINS SHEA CONCRETE (WITH o �'� � 1 2 ; BW 12.5 o SUMP for annual maintenance) H-20 LOADING, �� O y� x \ 'L'/ d 5� ��l TW:15.0; SET ON 6"DEEP CRUSHED STONE BED, `� g c �� SURROUNDED BY 2'WIDE CRUSHED STONE (2" `� �dL vo x° CD DIAMETER STONE, NOT 2' MINUS STONE) `�\ x Q9F toQ, <"J, 0°j° �9 \ hbgr, DOWNSPOUT \\ G a,`e� < F TW:15.3 / SURROUNDED IN FILTER FABRIC TO ACHIEVE x \ x� �, Qi° 3 EXFILTRATION. 15.99_ \ / \ `F 1 BW:14.5 8'X3' BAR GRATING N CB RIM/COVER: NEENAH R-2080 (OR EQUAL ; 'P ,o tr I \ r, s �9 TW:15.8 H-20 LOADING HEAVY DUTY). `�\ O'L A \\16 \\ 16.1 DEMOLISH\& REMOVE 16.8 1 \; 1 " DMH RIM/COVER: R-1769A (OR EQUAL H-20 @ LOADING HEAVY DUTY). \\ (existing compacted gravel) ;,h Ag09` 1 4 \ x9 o ,ee �� o^\c�� s + TW:16.3 /�fi G� m see<� .�° , BWA 5.5, l�1 �a TW:16.3 Q� o y� ,/• �1`i O �G 16.8+ / �G qX `0� die Y O \\ `� \ : 0��\N �� \ /� ti� ,.r � Q PLAN VIEW 40 \ a \ \ ` 0 \� \ xq W s , r. (2) 6" DIA e � � `\\ \ \ \ ' / •ea x: OUTLET - NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED SHEA 1,-S. \ TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY BASED ON FIELD U Lll xe� a \ \\ \ ° / �_ . , • ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJUSTMENT. ` \ 4 aS . 0 \ \_�5 \ 00 NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION,o� \ _4" 7 4 " THIS PLAN IS FOR PERMITTING PURPOSES ONLY- Z I hX 1'-4" _ 2J.. SITE PLAN p `\ bez eez SIDE SECTION VIEW END SECTION VIEW PROPOSED SCOPE of WORK aI ,A WEIGHT \\ e ;Q ITEM N0. M-TDB 6' SECTION 1,315 (Grading and Drainage Alteration) ` , M-TD3 3' SECTION 71 1 for the construction of a new Building 0 oQ %b .4 (including demolition of an existing building) a NOTES: --�- SLOTS 0 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. #15 Broadway (n 2. AVAILABLE IN 3' AND 6' SECTIONS. T Salem, MA 3. AVAILABLE IN END OR MIDDLE SECTIONS. HANDICAP GRATE (OPTIONAL) Tl^ -} , N A V D 8 8 OPIanOS�a let 1 20 10 N OF M gss c' Cn 4. CONFORMS TO H-20 LOADING. jJ Vl b ° �� � � q �� SCOTT TANICZ yG U �JSHEA New Eng/ands Premier %-caseer O z a 6 8 10 20 Sheet 1 Of 1 PATROW y C> CIVIL 800-696-7432 (SHEA) TRENCH DRAIN PATROWICZ 0 -a ,9 No.33656 0 CONCRETE PRODUCTS www.sheaconerete.com ,o�c�G,/ P_ AL LAND DEVELOPMENT ENGINEERING x Y 3 Salem Street 87 Haverhill Road 160 Old Turnpike Road Page. H6 BSI AL c ). Box 520 P.O. Box 807 Nottingham, NH 03290 GRAPHIC SCALE (in feet) 14 Brown Street, Salem, MA 01970 mington, MA 01887 Amesbury, MA 01913 �,I„1,,,;.,,°,.,,, 1 1 /0�/onno npC - (978) 836-6400 1 inch - 10 feet scott.patrowicz@verizon.net PLDE 17-32 0 U