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93-95 NORTH STREET & 5 MASON STREET - ZONING DECISION \ Q3-45 No2ry �t. rt cJyVlu(ov1 _ _ - CITY OF SALEM PLANNING BOARD Site Plan Review Decision o rr+ o WCD — ujcn - Q' C-I➢_ November 6, 2003 �m -0 -TI:r 3 y Salvation Army of Massachusetts,Inc. `n C/o Serafini, Serafini, Darling&Correnti,LLP Attorneys at Law 63 Federal Street Salem, MA 01970 RE: Salvation Army of Massachusetts,Inc.-93-95 North Street and 5 Mason Street Site Plan Review Decision On Thursday, June 19, 2003,the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Salvation Army of Massachusetts,Inc. under Site Plan Review for the demolition of the two existing structures, and the construction of a new one-story building with a multi-purpose basement. The new construction will increase the size of the facility from its present size,4,900 square feet, to approximately 15,000 square feet. The 21,490 square feet site will consist of the two new buildings, a children's play area, and additional parking., The public hearing was continued to July 10, 2003, July 17, 2003, September 4, 2003, September 18, 2003, October.2, 2003, and November 6, 2003. The Public Hearing was closed on November 6, 2003. At a regularly scheduled meeting of the Planning Board held on November 6, 2003, the Board voted by a vote of eight in favor(Power,Durand, Moustakis, Puleo, Lombardini, Sullivan, Weiner, Collins), none opposed, to approve the application as complying with the requirements of Site Plan Review subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Site Plan for The Salvation Army at#93-95 North Street, Route 114, Salem, Mass.," sheets 1-7, prepared by Patrowicz Land Development Engineering, 60 Washington Street, Salem, MA 01970 dated SeptembeF 25, 2003, revised through November 5, 2003; and sheets S-1, A-1, A-2, and A-3 prepared by Elliot Associates Architects, Inc., PO Box 105, Belmont, MA, dated May 20, 2003 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 .TEL: 978.745.9595 FAx: 978.740.0404 0 WWW.SALEM.COM 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 '1/2" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. Any street trees removed as a result of construction shall be replanted. The location of the trees shall be approved by the City Planner prior to replanting. e. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. 4. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 5. Noise Following occupancy of the building, if the Department of Planning &Community Development receives any complaints concerning noise emanating from the air conditioner units, the applicant shall be required to show that the decibel level is no higher than the pre- development level and if so, shall submit a plan for review and approval by the City Planner to make any improvements necessary. 6. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 7. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b.A final lighting plan, particularly showing the rear parking lot, shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 8. Traffic Flow The applicant shall direct drop-offs to the rear of the building. 2 9. Gates The applicant shall submit a specification for the gate to be placed along Waters Street, at the entrance, to the City Planner for review and approval prior to,the installation of a Certificate of Occupancy. 10. Sidewalk The applicant shall replace the sidewalk along North Street with concrete for the entire length of the parcel's property line (approximately 110 feet). Specifications shall be submitted to the Department of Public Services for review and approval prior to the issuance of a building permit. All work shall be coordinated through the Department of Public Services. 11.Fencing a. The applicant shall submit specifications for the fence proposed to enclose the playground to the City Planner for review and approval prior to the issuance of a Building Permit. _ b. The applicant shall submit specifications for the fence to be replaced along the eastern property line to the City Planner for review and approval prior to the issuance of a Building Permit. 12.Maintenance of the Water Quality Inlet/Debris Collector The applicant, his successors or assigns shall maintain the water quality inlet/debris collector, not the City of Salem. 13. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays.The Planning Board will agree to any proposed changes in the starting time, if approved by a formal vote of the City Council. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Any drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 3 f. All construction vehicles left overnight at the site, must be located completely on the site. g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be a demolition plan, information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. 14. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 15. Board of Health All work shall comply with the requirements of the Salem Board of Health, if applicable. 16. Department of Public Services _ The applicant, his successors or assigns shall comply with all requirements of the Department of Public Services 17. Fire Department All work shall comply with the requirements of the Salem Fire Department. 18. Department of Public Properties All work shall comply with the requirements of the Department of Public Properties. 19. Utilities Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 17. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or.assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 18. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Works prior to the issuance of the final Certificate of Occupancy. 4 19. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Site Plan Review shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. W m, -3 v& Walter B Power,III Chairman ill 5 SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI, JR. 978-744-0212 JOHN E. DARLING 781-581-2743 JOSEPH C. CORRENTI TELECOPIER 978-741-4683 October 24, 2007 VIA HAND DELIVERY David E. Knowlton, P.E., City Engineer City of Salem Engineering Department 120 Washington Street Salem, Massachusetts 01970 Re: The Salvation Army 93 North Street Dear Mr. Knowlton: Pursuant to the Site Plan Review Decision dated November 6, 2003 for the project at 93-95 North Street, the Salvation Army building, enclosed please find a stamped as-built plan dated May 5, 2006, revised September 5, 2007, prepared by Patrowicz Land Development Engineering, for your files. Sincerely, os ph C. Co nti JCC:dI Enclosure cc: Lynn Goonin Duncan, AICP, Director City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete fiorm and make two copies. Date Received � J_ ,�O C Amount Received ` ,� '14 y_ d 0 Forth of Payment Check E] Cash CHECK PAYMENTS: t4 3-�3 write check number CASH PAYMENTS: write client initials Q Sign Perm*Appikation Fee Q Conservation Commission Fee Payment received for F-1 Nanning Bosh FM what ser Aoe7 [� Old Town Hap Rental Fee odw Name of staff person receiving payment Additional Notesq THE SALVATION ARMY N0,24373 . '16]BERKELEY STREET,BOSTON,MA 02116~ MASSACHUSETTS DIVISION � r .i ✓ z n z r FLEET;, .x r' CHEGK NO. DATE AMOUM c-ia . A BOSTON BA 110 12�026100024373 04/03/06 2 **** 7, 124 .0@PAReo"oAvs 'THE$WALV ARMY'. qq EVEN THOIISAND ONE HUNDRED :TWENTY FOUR. 3�Imt0+LR00DUNf*,* F }ORDER 3, CITY OF SALEM `° ` fi Y of ' 115024373un 4Oi1000138i: 00519 5583411' Original Chedi sed Form:DPCDFinanoe Copy is Client Copy 2:Appikation File rT4/03/2006 14:05 FAX 16003/004 ESCROW AGREEMENT The parties to this Escrow, Agreement are The Salvation Army, having a usual place of business at 93 North Street in Salem, Essex County, Massachusetts (the "Army") and the City of Salem, a duly established municipal government entity acting by and through its Mayor (the "City") . WHEREAS the City granted a Site Plan Review Decision to the Army dated November 6, 2003, recorded with the Essex South District Registry of Deeds in Book 22301, Page 405 (the "Decision") approving the construction of a new church and facility (the "Project") at the property located at 93- 95 North Street, Salem, Essex County, Massachusetts (the "Property) ; and WHEREAS, pursuant to the Decision, the Project is substantially complete; however, the City requires the items listed on the Punchlist attached hereto as Exhibit "A" to be completed prior to the issuance of a Certificate of Occupancy for the Property; and s WHEREAS, the Army desires to open for church services on April 9, 2006, but cannot complete the Punchlist items prior to that time. NOW, THEREFORE, the parties hereby agree as follows: 1. To escrow the sum of Twenty-Seven Thousand One Hundred Twenty-Four Dollars ($27, 124 . 00) (the "Escrow Sum") to ensure the completion of the Punchlist items, which amount is herewith delivered to the City to be held by the City in escrow in accordance with the provisions of this Agreement; 2 . The City shall hold the Escrow Sum pending the completion of the items on the Punchlist by the Army. Upon receipt of the funds from the Army, the City shall promptly issue a Certificate of occupancy for the Property so as to allow for the preparation and holding of church services for the public on April 9, 2006; 3 . The Army shall use diligent efforts to complete the items, at its sole cost and expense, as soon 1 04/OJ/,2006 14:06 FAX 40004/004 as possible, but in no event later than June 30, 2006, unless agreed to in writing by the parties; 4 . Following completion of all Punchlist items, as agreed to by the City, the City shall release to the Army the Escrow Sum, with any interest remaining with the City; and 5. Should the Army fail to complete the work listed on the Punchlist attached as Exhibit "A" pursuant to the terms of this Agreement, then the City is hereby authorized to use the Escrow Funds to pay for the completion of the work. Executed this «CV day of /�p(Z.1 L , 2006. 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L L V1 J o PARKING f.::::. .::r. .:.;:.......::.:.::. ::.:::.:::::...:::- HCP � ^^,, :: SPACE .... ..,.n.. ...... . �..... . - ,; R':i•$t:.:Yif.:r.: i��.i;:. :... is c. J ....ir:^•. ..... :�:'.i:..:,:....:...., {:.:::}::n;-.�;-;.,i�;;.>••:�::�::� r:c>+;:::;:?`'- ...... ....- .:.. .: ...se_;::::;;r';:is>. ui EXIT Q ATFO Q ,^ V1 ...:....:...... ............. ....................... .}cervi::(::iir •:.:.:::::.:.:::.::. ''.>.:>}:..:.:..::.............. ; � :.i"i'..i':..:!>!:::. ' :::...........:.....::.. ..::.:...: STOR. STOR. f ;.: .::- :::::.x:::::;::::::;•;..• .. :. ; CHAIRS '� .....:.r• .:...:.::::::: ...:.....:.:...: ..:::.:.:.:...�.:.... F•es�.�:.:::.�.�::o-::� q...::.�...:: :.::::.>:::::::::::.LU::::..::..'..�....:.....::::.>:::;:r:::.r:.:.ii>.':i i' :ii[[:[i[[::`:`i:`i::..: .... _ .. ��..- ':;:..;,;:V..✓,...... �� EXIT � :........ ell 0 10 20 j NOTE: � REFER TO PATROWICZ LAND ; DEVELOPMENT ENGINEERS SITE Drmn by DOCUMENTS FOR DETAILED SITE RG 20 MAY 03 IMPROVEMENTS, LANDSCAPING 20'-3" 38°-0" —�• amWby Scab AND OTHER ISSUES � �'. Iia° - V-o" -�• SCHEMATIC DESIGN FIRST FLOOR PLAN C7 . A-1 I NLFuYiiINC- 0C.4RD Aai=R3VED O 1 ' T1L1LlL SA FON 7"0 CO"DPS NORTH S RE 93 NOR- TH STREET SA M, MASSACHUS TTS I�I1��1�� SIC+ D N"u W m UEL��NG P ANNENG BOARD R VE W S T 20 MAY 2003 Elliott Associates Architects, Inc. GRAPHIC SCALE MTGO �� ' -- - ` R°+ \ }a -- �� e� �� 9u 1 �` C)� Z �9T ,Z.87 - io 0 s 1014.19 oa \ O - _ \ o 3 ,� �� �� \ --- N/F RICHARD BLAZO �q, _ tiA b Z - MAP 26, LOT 391 F(Oc \\ y`L �o 00 g h ,o� } pole #99 �// J / C JO• cG ( „ _ front / ,4.30 / \ UMENTIN f mw 14.38 \ T/ J 1 inch = 10 ft door wooden S V N GD -x41 3 G Q \ 012°0 - --- EN steps b 9 O QQ SG \ \ "9P - #2 - ; RESTAURANT - a c s o - 44 bee° �°°° O ��G ; +t �° .,\".��e-�� \ ��,OJ s \ \ oy� 6'`0 114.,5 O \ N/F TWISS } +93.,9 * �o.n THE GIFT PALACE �� "'PI., � rk °csa MAP 26, LOT / ` -= J�Q�� \ / - N/F M.B. REALTY TRUST ' QP F, - - O 3.7, o +1588 41 MAP 26, LOT 64 ����PG #10 / DEED BK.15083, PG.88 - ¢ o Z gut / s o, A DEED BK.15144, PG.417 bn9 x9/ '4,ae windw5 420 (_ --- N/F BATISTAZ `a P *+ wgrd MAP 26, LOT 341 \ oma` 1 , - Serole X04 /+ti97 0° oocO / st cry b c �\ \ O \ bm ettiG ; +t3.92 --v ) --- \t,'% 7527 'rd !i ,13° FFE=1HW V. ^14 �! f -_ Sz �HW-�-�OHW HW 0�J t2m \ �9 O Al e A'�j, -OHW 1,.90w 11381. \ 6L x15.32 - .•V 94.a7Q + \ #4 - 9 \ oil / 0 i 9� v455 / /fig "p = p �� `d�,e \ J epos v �9'9s° +1458 \ P0a thiia�h - �� �hP�� v� 1y ° N/F LENZI -front "w ; \ -_ �` �/• - dOOr oh�3 ..- bm dw Jt= xap 99 w �.,. \ "O Nw Lf� MAP 26, LO - 6 \ J G ; 1513 ^ d aaz xw°S eP ai cockd J�: _.. rlk up/1 + \ - ,� o"w Oyu _ x 4661 - � ��3g ---- brick / 1557 / �G i/ 14.75 / 14.88111 Mdng ' "P, TeP - steps •9e / xoP / •Q ,2.87 ', \\ E�� Gp -. N. " 13.81 \ ,4.80 ,..3a +, w } - - \,4.57 14.60 f x9 LOCUS AREA = 6,563fSF � -_ }9 14.04 14.441t�raw / 4p 84 ` MAP 26, LOT 63 13.37 - OQ ¢13.81 +1�.�p ,' 1 59 x / oP x1114.38 br,k \ e'lF'�Q, 6L +dw 9�' .d • 9et t Kopbatcrackd _ DEED BK.6024, PG.248 - < ; 25 \ 1 + .ca / - 5 n "w 14.14 -... -_ ��6'' Q4F` F`• S + •w7 bldg ,s, 0 13.58 ' 13.92 ffirsh Des - _ O'/ bee66 .e ; v 99 MONUMENT dtdy6 - - 3 o a4r aw 09 ; (SET) �� -- oma^ POc� x;4658 9jy � 2.14.113 + -_. / 1i43 �e,w 1.34 N/F OSIRIS VITTINI P +\ xopSa�r d99 62 ` +1�i17 ; 13.80- . :`�a` �y iGIAP 26, LOT 141 s , ' �.. D BK.14293, PG.34� \, '� +��dgQ6 cif+ +er5+/ yep ` G i� -� -- - 13 sz:- besS2 'T11 3 „� , , - -- oP391� S�x14ka AS- BUILT BUILDING `L - \ .� s yy \gip J ^. '� -.- +pksu \ X14.75 T pl crackd% { .. 9� G\- 2�y ,,_ 3� ; �, y 14.5 M 'P a 53 /�. Q, 11247 / 1'ga� \ U ` ; ,P 93.88%`.., -- / 13 SHRUBS PLANTED A �O 1 F - -- -- \ 12.31 +'205 y� a l „ Q� � - \ x33 8831 FOUNDATION FOOTPRINT - 8,277±SF s 1282 ,bIEDGE: (24 PLANTED HE T) - ., -. g1 o�tiq o 2"tree aoo - J i +ti57 Pti� 5 13.80 - \ 14.14-\ n d ' CONTRACTOR =_- 9.3z +111.93 TOR S � h --,, ,0.,4 � HAL REPLACE a L LA -, / b"' \a °� G °' # SA INSTALL 101 LF x'""" ,4,,g DRAINAGE SWALE 1.2% SLOPE, EXISTING 2" MAPLE TREE -_ \ ti� o ti� , � 13.53 13 6\ R�'� 6-FOOT HIGH BLACK =_ x18•'d;ek 9 k LANDSCAPE WITH EVERGREEN FOLLOWING CONSTRUCTION OF y�\ \ "cQ' \ 0�,, CHAIN LINK FENCE ; / °� Q GROUND COVER NEW DRAIN L INE NOTE FROM '�e= o c' S mh a - INS LL FIVE (5) CONC E ;��, ry cbrlk ( __ _--- \ D F _ti• 14.24 / PARKI G BUMPERS SINC x y ORIGINAL SITE PLAN). ctiA y� \ `\ 13 44 EDGE 0 PARKING IS OT �9, 9 .79 14.30 � � "°� � CURBED E TO G DES �' f� `\ °c \ \ 13.75+ w 14.37 +oP.92 \ Q� +M?7 13.35 y \) ``7L G \ 14502 up 23� O Y \ / /� O ±2.99 P ti/' � �• / / �. � O _ PLANT TREES SO THEY ARE --• � � ' . ` xw9 ; NOT PLANTED ON TOP OF THE\ C 9 sax !�O•;`,� - NEWLY INSTALLED DRAIN LINE ! i � 5 Cason ��, o � � MONUMENT 0 �� NT + x p (STET) FQ LOCUS AREA = 5,861±SF )- � � � _. 93 G P \ 9178 ,p+ A :T} o= �l� _ CRUSHED STONE OR / MAP 26, LOT 65 b` - 66tSF - LANDSCAPING s 9 , s• O• j`t1t�r' - LOC AREA - 9,0 d cF \ DEED BK.5023, PG.49 - E=14.38 b` i - „ .. PLAN 791 OF 1962 ExISTING a e 13.28 - ♦ �. -_ MAP 26 LOT 93 .a, p 46'"1 6 x DEED BK.6024, PG. 248 WATER'S ST. J- % , .74 -d - •� #, TREE TO FQ�.. 4y1.6 titr - 14. Q Q pp ^ _---- G / et9°P \•., �y 13.08 c ✓ ` ... REMAIN ==x s;:. ♦.' _ - -- /, ------ ---- 1 _LICaT" + -.-` (CITY :SPEC.) \ /� %�, 2.75 + 97 5.20 14.15 = - - _ BIT. CONC. w ,i R_1, \ IF POSSIBLE 9,. j '; 3 FLOWVERING SHRUBS 14• BINDER COURSEIx �e \ _- - - ,corcif � e \ \ \�i / x�- (24'PLPANTED HEIGHT) �d ;� c ,3.12 + . 1 / R- s \mac+ O ; q os r BIT. CONC. �, ,... r .Iii 12.87 �,9��y�\ � \F�ti �6 13.6 �� �4P� °tip " \ TOP COURSE _ 6"MAX =020. J/ MIN J{ / \ O 2"tre= \� - - , °° 9/ c ♦_ h 14.37 07 O �� 0 x11438 GATE •'` COMPACT 290 \ j / 14.25 � GRAVEL x� 2 ` 13.29 3.75+ 14.09+ - -- Q p ,�./ ' r .+r;•.Ent }: BEHIND Gra sE� la, }9h ♦ h� ; ` Ste♦ _ HVAC 0 4 GRANITE al° 1 5 ♦ 0 v :CEMENT, EDGESTONE �'� F�'Q PAD 0• °s• 6 FLOWERING SHRUBS: :'' ` . -CONCRETE;t. !`'' 7�\ +d n -12.99 ��F �G,p� - �•, s oy�GAS N ♦ s (24"PLANTED HEIGHT) _ : +,2.85 \ \ ..\_ _ T s ; '*'.. ' O CONCRETE 9 °e 12.49 �P .o t� y +,3.27 BEHIND \ F �� >< a1 h2 Si \ ��♦ Cy ��fl I ' GRANITE -- S g ��� �Fk '�. P 1 0 ; `SG'�c. ti'1�itTy�>> INSTALL 16 LF DECORATIVE (W'2-$ COMPACTED GRAVELQ j 0- 6EDGESTONE q s PES ' c �, METAIL FENCE 4-FEET HIGH - - ,299 TFp 140\1 , cF �1.8 ��( 9 ct` ( ) BASE 0 N/F MARTIN �9/ oo ` _ ' 4;. S" i �.'�° ,4 o9,��F` {12.38 " Q� 0 0 -- MAP 26, LOT (66 + ti\ X12.so =�ap \' -t �b� ,. � / #87 °° - WA y. +13.59 A;s g<c, �� F - ___77777-COMPACTED FIRM - --- 7 \ 12.32 °�' l OTE PROPOSED SPOT GRADES c "p z�T 13.75 e.� S T ° �� VALVOLINE -� -III= - y, s• STABLE SUBBASE- DWN ARE FINISHED GRADES ` tiQ ` ' ',�,. + s. ", E �yJ a1� N/F JOHN B. & EUGENE VANDELL (A TOP COURSE LAID) SR .sem♦ � R.5• +13.25 ♦ � / \ _� INSTA EIGHT (8) NCRETE MAP 26, LOT 61 NOTES: .98 PAR NG BUMPERS SI E �� -------- SGE (IF ; DEED BK.6694, PG.793 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB +g28z aP 2 `� 99 ,zea G DE OF PARKING L S ;3n` O BUDGET °° PLAN 324 OF :L945 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE 12.61 f. ''. ` �w9 GHER THAN GRAD OF I N ALLOWS) / 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT \ x122, WATERS STREET �1R \ +oP� THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. � `p \ < � 12.47 9 S UBS PLANTED I -�� � N \ ♦ PLANT TREES SO THEY ARE a \ ; H GE: (24"P'LANTED E T) w ` SNOW N 19' STORAGE NOT PLANTED ON TOP OF THE SLOPED GRANITE EDGING \ 11.9 11.78 5 NEW TREES: (3.5" CALIPER ` ' NEWLY INSTALLED DRAIN LINE r c ° 9• LP N " \ F`+, * PLANTED) NOTE: THERE IS ONE ( SGE) CURBING N 6 BIT. CONC. � S S Q LESS NEW TREE THAN THE LOAM AND SEED - - ry �' °l° �e L, BINDER COURSE 14, tib+ F-� ORIGINAL PLAN, SINCE AN � 1N 1 E INSTALL 51 LF 6-FOOT HIGH ;i/;��;,j; ; BIT. CONC. x15 �o�� c��� A �6$� EXISTING (MUCH LARGER) TREE WOODEN STOCKADE FENCE TO \ \ \ \ \ " o ; IS TO BE SAVED. 5 \ \ \ 6 MAX. TOP COURSE i,,.°s 12.95 / ahjg.Md MATCH EXISTING FENCE ON 4T 3" MIN. \ w9 79 12.'18 1,\� 1� 0 r ) ABUTTING PROPERTY:#5 LEGEND: r WATERS ST. (RELIABLE FENCE / `1,25 y �� \ \ COMPANY OR EQUAL) b LANDSCAPED EVERGREEN - oz III 6D wJ' ; i B9 \ GROUND COVER g - O `.; ?' _ \ : %dhedg, 4 FLOWERING SHRUBS: � 11.72 P TED EI LU O � �w9 o �� (24" LAN H GHT) \ PERVIOUS SURFACE - 6 .'i= U ::: \ 11.89 D_ - 0 \ R► - _ \ m SITE�ryti ' x for 250 ;4 LINE - o ° ,d 11.77 a., y 0 v� o.a, o �_ COMPACTED GRAVEL x4pe `� ♦ / a• C_; u -- 0. BASE ops I RIM _ 15 11/07/05 FIELD CHANGE: NEW LOCATION OF HVAC PAD THE SALVATION ARMY O uP57 /�� 9�µ� // �-PQ� o> \ SET eb19 GG N = O x,,.97 D P°° %,,.Sz c �ti� 11.3 S c��OG� 11.90+ 0. , 14 10/19/05 PER MEETING WITH CITY PLANNER CEMENT:; ''" . . O ap 3 59 1 z7�� GP �, �o `V h OF MQ ,Q C�,Q f-e eggs 13 10/12/05 PER MEETING WITH CLIENT & PROJECT ARCHITECT INC. , CONCRETE;; .: '.:. :. .0. 6 v v Rz=2 �j ♦ TC:12:40 = v �� ��' ♦ \�'q5�'� = ✓�` BC(GROUND ATBACK OF CURB):11.50 12 10/11/05 PER MEETING WITH CITY PLANNER/'CITY ENGINEER for a Site located at oN _ O� o.0 I G'G � 5 °.00 SLOPE E LIGHLY TO BE 2 LOWER �j. v - -III-III- III- ■be i 11.21 THAN BOTTOM-OF EXISTING FENCE 11 9/16/05 AS-BUILT FOUNDATION } _ - # 93- 95 North Street - I �0 2.0.0 10 12/20/04 REVISED BUILDING LAYOUT COMPACTED SUBBASE _ O .. . - - �_ �� z S _ O .' _ = - -. R'Z. 2+ t B DS E 9 11/5/03 REVISED PER PLANNING DEPT REVIEW 10/14/03 Salem, Massachusetts EEI- - - - - - v,� XIST , , �9 O -I 1-I1 -' -' ' I I \ - TRANS. - #5 Waters 8 6/19/03 REVISED PER MEETING WITH CITY ENGINEER Owner: The Salvation Arm of Massachusetts xoA TRANS.,,, Q \ x 13 ScF 0 _ 7 5/28/03 PLANNING BOARD APPLICATION FOR SITE PLAN REVIEW y ' Inc. N/F JOSEPH A. JONES 147 Berkeley Street Boston, Q NOTES: 11.45 \ x31 9089 f y MA 02116 1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. G MAP 26, LOT 62 6 4/23/03 ZBA APPLICATION (FOLLOWING NEIGHBORHHOD MEETING) U) 2. BIT. CONC. IS NOT TO BE USIED AS A SUBSTITUTE FOR CEMENT �� m� �O DEED BK.6367, PG.233 of Date: September 25, 2002 #2 - \ S -Q>'0 ` \ 5 1/16/03 REVISED PER MEETING WITH ATTORNEY AND CLIENT P�ZN MGs P CONCRETE. Q °.� +�5 - PLAN 51 OF 1946 �`` s9� Scale: 1" = 10' Sheet 1 of 1 3. MORTAR JOINTS BETWEEN INDIIVIDUAL CURB STONES. cn N F JOSEPH A. JONES SQ E dh.d,. 4 11/18/02 REVISED PER MEETING NATH CITY ENGINEER oma' COT T IAN yG 4. PER MDPW STANDARDS 106.3,.0. / o.o° \ Taowlcz r PLDE #02-07 � ° MAP 26, LOT 70 � 3 SHRUBS PLANTED IN A �-- X58 p-fce �� �, �. T 5. CURB REVEAL = 6" EDGE: 24"PLANTED HEIGH 'p F o.� INSTALL 42 LF 6-FOOT HIGH 3 11/6/02 REVISED PER MEETING WITH CITY ENGINEER o CI U 6. ALL SLOPED GRANITE EDGING SHALL BE LAID AT � ( � �P-1« No. 3 56 THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. J DOODLE STOCKADE FENCE WITH PATROWICZ w �� MONUME T DOUBLE SWING-GATE TO 2 10/20/02 REVISED LAYOUT PER ARCHITECTS NEW BUILDING DESIGN �A9. G, EP � oo \ x,o.°a (SET) �� MATCH EXISTING FENCE ON ITE CURBING ( VGC) k ABUTTING PROPERTY:#5 1 9/25/02 REVISED LAYOUT PER TEAM MEETING S� ADEN D DEVELOPMENT ENGINEERING VERTICAL GRAN9 WATERS ST. (RELIABLE FENCE x 14 Brown Street, Salem, MA 01970 NO. DATE DESCRIPTION ? >' a 0 \ \ COMPANY OR EQUAL) (978)836-6400 Z Q 834 J 0 4 , CTTGO \�� '� /s �'� � `v \ #92 N/F RICHARD BLAZO MAP 26, LOT 39[ #99 SUN GARDEN - #2 RESTAURANT \.vYtr« X44 . _ N/F TWISS MAP 26, LOT /- THE GIFT PALACE / \ V /� ♦�\� \ N,F M.B- REA--Y TRUST F `,� 0 MAP 26, LOT 64 #10 \ / .+ f \' / /\ / DEED BK15083, PG.BB N/F BATISTA yeq+ \ \s \ �r — DEDEEDBK.15144, PG.417 NAP 28. LOT 341 N / `• +'^ m ,a \ r`S _ u. +E\\ \ !�' _ A.. #90 F ..�, .,. � f., / / / +• ,. 'ate ,• w - 1;1'If ,)II. N/F LENZI —EMAP 26, LO ° ..1 - / a \ .1w�../ � ��� \s / A � / \ - � - / A�?oti •\.n \... is �� / \ ,In• \ \ �+" / _ \�N,p of\\ .w +,y a-� 4 #95 LOCUS AREA = 6,563±SF Q� 2, a ��• / ""-` 4 y MAP 26, LOT 63 #3 DEED BK8024. PG.248 .P\ /F OSIRIS VITTIN \7 \ I 4 \ P 26, IAT 141 HK 14293, PG. \ 34 \ I \� +.0p� . m nsy lm \ ly \\•� Ai4J •\ v pr Q S} To t \\ \ \ S o h 4x 7 ry y16 M1 p ~ + •8\�\ Y�1 � I / .00E sn.,cwn 1°v sbwlm(c9c•.)-).0 - - \\\ 00 93 �o'� MAP 26, O = 9.066tSF �\ � � �� + \ � •. MAP 28, LOT 93 co �� 0 TP#1 /, y DEED HK.6024, PG. 248 \ \\ \ \ C) _ #5 Mason w• �Sv v \ LOCUS AREA = 5,8613SF + \ - V •• r - MAP 26, LOT 65 DEED BK 5023, PG.49 - -'j °S m •\ \ V , PLAN 791 OF 1962 / / -A •O"'\�- I \ lX +\\4 . \\\-\ \ \ e°aeme tlew ion=le Se / '.••.°Y, e\ I �! ♦ t OJ.LLi\L I ,'° °'� \V A + +� L'{ "+,y ce i ��ned�n.wna Iwu�,>=e.o i I NSF JOHN B_ & EUGENE VANDELL MAP 26, LOT 61 •IS#3 \ \\ \ .\. s /_ ,s—__ % ...;��m 'I''� ,C• ,,,, '1•`� -� DEED BK66gA.-PG"N/F MARTIN `�93 MAP 26, LOT 66 \.- `\ e•",5 •.+`'°'� _/ PL3a.2£�F"OF 1945 TP#2 ,®m- meg LVA Q - ��•V vv+ SITE PLAN z `� `� . °° � � �^; N �� EXISTING CONDITIONS GRAPHIC SCALE �e �� o / / O ��� \� for < '/ \�� A THE SALVATION ARMY Q 0 6 p L b \ \ � \ ^ / Q C)" y�� OF MASSACHUSETTS, INC. < 1 inch-- io)fL lr �\ '� #5 Waters for G site located Ot '� \ "' �\ NSP 26 EPAHT AG2TDNES �s�� rdo #93-95 North Street NOTES: \ ' V 'a '- DEED BKB367, PG.233 f� 1. PROPERTY LINE AND TOPOGRAPHY BY ACTUAL FIELD SURVEY PERFORMED BY 7 a PLAN 51 OF 1946 9 �2 SHORE SURVEY CORPORATION FEBRUARY 2001,THROUGH SEPTEMBER, 2' \ \ � \ I• -,.--- 9 11/3/03 REVISED PER PLANNING DEPT REVIEW 10/14/03 Salem, Massachusetts a 6/79/0.3 REVISED PER MEETING WITH CITY ENGINEER Owner. The Salvation Arm of Massachusetts, Inc. (/) 2 THIS PLAN IS BASED ON NGVo OF 1829. # "IF `� \ -•--r,,•, � y L) '`' /' 7 3/26/03 PLAw6NG BOARD AAPPUCAROR FOR SITE PLAN REVIEW 147 Berkeley Street, Boston, MA 02116 1 PERMANENT BENCHMARK USED: TOP OF NUT,UNDER LETTER"G'ON N/F JC EPH A. JONES' a - •�. HYDRANT LOCATED THE THE SOUTHERLY CORNER W FRANKLIN STREET AND MAP 26, LOT i0 'v„���\ ` 'r B 4/23/03 ZBA APPDCAliON(FOLLOWING NE7CHBORHHW NFERNG) Dalec Seplember 25,2002 NORTH STREET AS SHOWN W PLAN ENTITLED:'CITY PR SALEM,NA,SEWERAGE \ •--' 5 1/16/03 REVISED PER MEETING WITH ATTORNEY AND WENT Scala 1"=16 Sheet 7 of 7 0- IMPROVEMENTS,PHASE TI NORTH STREET'SHEET 2,PREPARED BY C.E.MABASE, k �� 4 11/16/02 REVISED PER MEETING WITH CITY ENGINEER PLDE#02-07 INC.THE RECORD ELEVATION SHOWN ON THE C.EMAWIRE PLAN IS 18.08 BASED ON CITY OF SALEJA MLW=0.0 DATUM). THIS FIEVATION WAS CONVERTED TO - f NGVD BY SUBTRACTING 4.36,THUS THE HIEVATICN OF THE BENCHMARK USED ^ ,, v" 3 11/6/02 REVISED PER MEETING WITH CITY ENGINEER ON HCVD DATUM IS 1172. "` °"• '' \ ,'_ LAYOUT PER ARCHITECYS NEW BUILDING DESIGN PATROWICZ (B 4. LOCUS IS NOT LOCATED WITHIN A FEMA FLOW HAZARD ZONE. �\ LAND DEVELOPMENT ENGINEERING J f i 1 9/25/az REVISED LAYOUT PER TEAM MEETING 6D WashIn ton street, SOIem, MA 01970 Q S LOWS IS LOCATED WITHIN A B-1 ZONING DISTRICT. LOCUS IS PARTIALLY a ND. DATE DESLRIP710N 9 (978)745-2288 LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT. dal I SITE PLAN NOTES 0131MLLI -FINISIHED ORACLE FINISHED GRADE-. ALL DEMOUTION OF STRUCTURES,UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. NOTES o \�;.,. LOAM AND SEED --- BIT.CONG. BINDER COURSE - ''MORTAR CAP 1.FRAME AND COVER TO BE - 'MORTAR CAP LE BARON LT 103 MARKED 'BIT CONS THESE PLANS 00 NOT 94OW ALL UTILITY ONES(AND UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE o 24 BRAIN. 22 NOTES: \��\�\\� r"MOF. TOP COURSE ABO MATE BASED ON THOUND EE ONLY. BEST AVAILABLEATIONSNFOR OF EXISTING AVAILABLE TO PUNDERGROUND LDE AT E TIMES OF THE PREPARATION OF THESE SIE W6�k{ OPENING 2 PPE OPENINGS TO BE q OOWN ON THESE SITE PLANS ARE PENING 1 BE LE BARON 248. \//\//�\///\��\//\�/\ '/� �"LAIN. G7F a z PRECAST IN RISER SECTION. & (SQUARE) \ \\ \ �" PLANS. PRIOR TO ANY STE WORK THE STE CONTRACTOR SHALL VERIFY EXACT LOCATIONS,ELEVATIONS AND CONDITION OF ALL e�(J 3.SET FRAME IN FULL BED OF (THREE FLANGE) / /..;/,,/ j�// E UTILITY LINES. PRIOR TO UTIUTY CONNECTION,THE SITE CONTRACTOR SHALL VERIFY THAT UTILITIES ARE IN GOOD WORKING ORDER 4�1n 8'MIN 5'MIN. MORTAR.BRICKS(3-5 W 3'NW��' 2.CATCH BASIN HOOD TO I � � AND ARE MEET CITY/IDWM AND STATE CODES ADJUSTMENTS TO UTILITIES QF REQUIRED)SHALL BE THE RESxONSBIUTY OF THE SITE COURSES)MAY BE USED FOR N 132 LE BARON IAL PE. III O' Q'I CONTRACTOR BASED ONE ACTUAL FIELD LOCATIONS OF UTRLTIES RDE ASSUMES NO RESPONSIBILITY(OR LIABILITY)FOR ANY GRADE ADJUSTMENTS ET AND I DIA.PIPE. �- BROKEN(OR DAMAGED)UTILITY ONES DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. 4.MORTAR ALL JOINTS. 3.SEF FRAME N FULL BED 48't1'OIA LIN. S PROVIDE Y OPENINGS FOR 48't 1'OA. ° (3 MORTAR.BflIgCS - c• FES 7^ PIPES WITH Y CLEARANCE �A II (3-5 FORGES)MAY BE "O)'_' J 1'CLEAR PROVIDE OF PIPE 25r •F USED FOR GRADE -III Q- COMPACTED�ORAVEL PROPO'.PED SITE UTl1TES ! 57Ey5 6.PROVIDE MIN.Q72 S0.IN. V I !II ADJUSTMENTS. a THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY - /�33 STEEL PER FOOT(VERTICAL) �- 4.MORTAR ALL JOINTS OTHERS AND SHALL BE CONSTRUCTED PER THE NOT RECENT BUILDING CODES. Lei 1Y O.C. (TPS) ANDM19PUO PER AASHTO g - 5 FOR PIPED NTHROMDE'r 2' III ) CONSTRUCTION METHODS,INSTALLATIONS AND MATERIALS O'ALL UTILITY LINES SI4ALL CONFORM TO THE MOST RECENT BUILDING SEE NOTE 7 7.CONSTRUCTION MATERIAL FOR at MDC CIL DRAIN CLEARANCE OUTSIDE Fri('' CEMENT TO p _�Op STRUCTURE CONSIST OF GONG & 1'OLFlJR TRAP PIPE OF PIPE n`. V CONCRETE-_ [ D .:S j �j,`S CODES,MASS.HIGHWAY DEPT.SPECIFICATIONS AND CITY/TOWN DPW,ENGINEERING,WATER AND SEWER DEPT.REGULATIONS AND 2'CLEAR BLOCK SET IN MORTAR OR 6.PROVIDE MIN.0.12 SO. SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTIUTY LINES ARE SUBJECT TO THE APPROVAL `(7 PRECAST GONG.WITH A 28 - IN.STEEL PER FOOT ''"Ofl.j7�:' FROM THE CIT/TOWN. ` TACE COCTED DAY COMPRESSIVE STRENGTH (VERTISHCAL)AND PLACE �! AT TIE OF 4000 PSI. 3 PER AATO MISS. _I PRIOR TO WORKING INSIDE ANY ROAD RIGHT OF WAY,THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH �TW.J B.1-p BAR AROUND OPENINGS 7.CONSTRUCTION MATERIAL MPA SPRING FOR PIPES 18'DIA AND 5'YN. FOR STRUCTURE TO Q WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE O 1-888-344-7233 AND/OR THE RESPECTIVE UTIUTY COMPANY PRIOR TO I 30'MAX UNE OVER,1'COVER. CONSIST 6 CONIC.BLOCK STABLE SUBBASE 1I�I _ COMMENCING ANY UTILITY AND/OR EXCAVATOR ANO/OTR DENDRON MORN. 01111 DIA.PIPE �r 9.STEPS:STEEL REINFORCED SET IN MORTAR OR PRECAST -III III- OF PPE PIPE- \ OUTLET (r��, CEMENT COPOLYMER POLYPROPYLENE CONC.WITH A 28 DAY -III-� THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE 4 Y INVER `. \o' PIPE 43` C E PER ASTM LE BARON N0. COMPRESSIVE STRENGTH STRUCTURES,MANHOLES,TANKS.PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS .i LASS'A' L715. OF 4000 PSI. NOTES: (MORTAR) 10.USE 70P SLAB CAPABLE OF SERYl THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO 5l MIN' WITHSTANDING H AP LOADING S'MIN." 1.VERTICAL GRANITE ORB TYPE VA-4 16'DEPTH x 6'THICKNESS _ IN UEU OF TAPERED SECTION 2.BIT.LDC.19 NOT 1D BE USED AS A SUBSTITUTE FOR CEMENT CONSTRUCTION. ANY WATER UNE CONSTRUCTION SHALL COMPLY'NTH THE CITY/TOWN DPW,WATER DEPT.AND ENGINEERING DEPT. .° .'_' CONCRETE FOR PIPE OVER DEPTHS LESS 3.MORTAR JOINTS BETWEEN INDIVIDUAL OflB STONES SPEGIFlCATIOJS. MINIMUM EARTH COVER OVER PIPES IN FIVE(5)f4i. ° - THAN 4'. _ III- 4.PER AR J STANDARDS N INDIVIDUAL T PeARCINfY WAlF3F THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. ANY V 1 III III - _III III III (-III- 5.CURB REVEAL-6' T" GONSTRUGTION SHALL COMPLY MYTH CITY(TOWN)FIRE DEPT,WATER DEPT.,AND ENGINEERING DEPT.SPECIFICATIONS FINAL FIRM STABLE 3/r CRUSHED STONE,6'MIN.DEPTH, FIRM STABLE 3/4'CRUSHED STOLE,8'MIN.DEPTH, 8.ALL SLOPED GRANITE EDGING SHALL BE LAID AT LOCATION DE HYDRANTS(OR PIV VALVE)SHALL BE SPECIFIED BY THE C1Y/1DNN WATER DEPT. MINIMUM EARTH DOVER OVER PIPES SUBBASE uDPW M201"2 SUBEVLSE MDPW M201.2 THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. IS FIVE(5)FEET. PER GEOTECHNICAL ENGINEER SPECIFICATIONS VEfRTICAL GRANITE CURB DETAIL GAT.jllll THE CONTRACTOR SHALL LOCATE E EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.IF GAS CONNECTIONS ARE PRECAST CONCRETE DRAINAGE MANHOLE CATCH BASIN DETAIL REQUIRED THEN FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY,100 _ „ _-ca COMMERCIAL STREET,MALDEN.MA 02144L CONTACT:COLLEEN LOVE(617)723-5512 EXT.6334. THE CONTRACTOR SHALL LOCATE ALL EXISTING SEWER LATERALS AND DETERMINE THE PHYSICAL CONOITON OF THOSE LATERALS IF THE EXISTING LATERALS MEET CURRENT CITY/TOWN SPECIFICATIONS AND CURRENT BUILDING CODES,THEN THE EXISTING LATERAL(S)SHALL BE CONNECTED TO THE NEW BUILDING. SEWER LATERALS SHALL BE 6'MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.OX(SELF-CLEANING VELOCITY)UNLESS OTHERWISE NOTED. LOAM AND SEED IF REQUIRED,THE STE CONTRACTOR SHALL REMOVE EXISTING SEWER ONES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY UNE(S). �( C STREET TREELOCATION SHOWN S� G � ��t INSTALL ONE NEW CATCH BASIN,ONE STORMCEPTOR(OR VORTECHNICS)WATER QUALITY INLET,ONE NEW ON PLAN)aSs CAUPER(TP) BIT.CONIC. Q DRAIN MANHOLE.AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN ACCORDANCE WITH CITY/TOWN AND STATE MHD BINDER CORSE -BLACK REINFORCED BIT CGNC. N THE C DRAINAGE S PIPES SHALL BE tY MINIMUM DIAMETER PVC SDR 35 UNLESS OTHERWISE NOTED. THE CONNECTION TO .- RUBBER HOSE u n W THE EXISTING CITY DRAIN SHALL BE A SADDLE-TYPE CONNECTION PER CITY O SALEM SPECIFICATIONS. .-2•®AR BARK MULCH TOP COURSE /-TWO STRANDS OF IS18 ,�/ � NEW CATCH BASINS DRAINAGE NANHIXE AND WATER QUALITY INLET STRUCTURES SHALL�INSTALLED ON STABLE EARTH(AND/ORA / GAGE TWISTED J SLOPE TO FORK COIGN N SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). ANY DRAINAGE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STEEL WIRE STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT THE PROPER FOUNDATION/PILE)SHALL BE DEEMED UNACCEPTABLE AND FINISH GRADE(SEE PLAN FORMOUND AROUND EDGE OF 1 \\° - COMPACT Y SHALL BE THE RESPONSIBILITY O THE SITE CONTRACTOR TO REPAIR OR REPLACE -2'x 2-SPRUCE POST SURFACE TREATMENT) iPIT TO CONTAIN WATER BRAVED Ch UNPAINTED 6'HIGH p [}J BEHIND THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE THREE RED IRED PER TREE Q _ GRANITE O SITE CONTRACTOR SHALL CLEAN AND HEPAR(E REQUIRED)EXIST NG STRUCTURES IN ORDER 10 INSTALL NEW DRAM LINES GUNPS _TREE WRAP TO \ \. - CEMENT EDGESTONE (\\I OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FIRST BRANCH ` - - _ CONCRETE O _CONOM FOLLOWING COMETE PLETION OF SITE MORN. UNTIE AND ROLL BACK BURLAP (" '.'Hy-1 BEHIND -PLANT AT SANE DEPTH AS WAS FROM TOP 1/3 OF ROOT BALL C3• GRANITE non'Iw"' WeTMrr• FINAL LOCATION,SIZE DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS PREVIOUSLY CROWN(OR W/1N - 1 _ EDGESTONE c-• ELECTRIC COMPANY,170 MEDFORD STREET,MAIDEN,MA 02148-7384,CONTACT: DAN CAMERON(781)388-5367, j ONE INCH BELOW MAX) COMPACTED GNA)II BACKFILL MIXTUREBiASE_.:`° TF1 CeLMWi 4i9WY• FINAL LOCATION,SIZE.DEPTH AND TYPE OF MATERIALS ARE TO DE SPECIFIED BY BELL ATLANTIC,459 MAIN -2'CEDAR BARK MULCH _ _ (F Q',j" .1j_ �O STREET,SAUGUS,MA 019OZ CONTACT:DINO IMBERGAMO(617)381-6403. _ R • .. 1...�T --"AOM _ SLOPE 1D FORM DISI TO \/ / \ _ AC FIRM,- 1' 01. CONTAIN WATER \ TAMPED BACKFILL MIXTURE - - -STABLE SUBBASE- 7'� - Off-A Blb FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS /�///�,//�,/ ' III III-1I I- _- - -III-1I I11 - aCaMM-MOBW EXTERIOR LIGHT FOR THE PARKING LOT AND WALKWAYS ARE UT BY THE INSTALLATION OF NEW 17-FOOT TALLUNTIE AND ROLL BACK BURLAP z4•uix NOTES _ 1 LIGHT POLES'PERIOD LIGHTING'ILLUMINATED WITH A DOWNWARD DIRECTION. FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS "-,-FROM TOP 1/3 OF ROOT BALL I) AHE TO BE SPECIFIED BY THE ARCHITECT OR COOPER LIGHTING,INC.1121 HIGHWAY 745,PEACH TREE CITY,GA 30269,CONTACT: 1.GRITE EDGESTONES PER MOPW M9.04.2 TYPE SET J KATRINA SHY,PHONE: 770-486-4600. MOND AROUND EDGE OF PIT SHRUB PLANTING DETAIL 4-AN NIN.THICKNESS.72'YIN.WIDTH OF FACE Not To S_a.- 2 ALL SLOPED GRANITE EDGING SHALL BE LAID AT THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. Q PARIWC LST PAVVI9EENT � � � �'/%� I� `�FlNIS4 GRADE(SEE FUN FOR �.- THE EXISTING PARKING LOT PAVEMENT SHALL BE REMOVED FROM E SITE AND PROPERLY DEPOSED OF PER CI7Y/TOWN V SURFACE TREATMENT) Ll.l SPECIFICATIONS AND DISPOSAL PERMIT(S). SLOPED GRANITE EDGING RBINGI 8'DIAMETER HOLE DUG I,a To Score THE NEW PAVEMENT CROSS SECTION FOR THE PARKING LOT SHALL CONSIST OF:ONE(1.0)INCH MINIMUM BITUMINOUS CONCRETE }, FOR ROOT BNL AND I (MINIMUM) PROPER AMOUNT OF (� (TYPE 1-A)WEARING CORSE TWO AND A HALF(2S)INCHES(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE,TWELVE - \ BACKFILL MIX O (120)INCHES OF DENSLEY GRADED GRAVEL(MMD SPECIFICATION M.1,03A TYPE-B NO STONE OVER THREE(3)INCHES)COMPACTED 113 L 1 TO 98X. THE QUALITY AND QUANTITY OF THE EXISTING IN-SIN O GRAVEL FOR THE GRAVEL BASE COURSE SHALL BE FIELD VERIFIED WIDTH VARIES BACKFILL MIXTURE(TVP) BY THE SITE CONTRACTOR PRIOR TO USE,ADDITIONAL GRAVEL MAY BE REQUIRED. BAC LOAM+URE SANG+ 25X PEAT MOSS,25%MANURE @ Cx.) PARKlIG LIST QIRBNG VERMICU TE THE CURBING WITHIN THE PARKING LOT SHALL BE VERTICAL GRANITE CURBING(VDC)OR SLOPED GRANITE EDGING(SGT)AS SPECIFIED TREEPLANTING DETAIL O TAPPED BACKFILL MIXTURE ON THE SITE PLAN. ANY CURBING INSTALLED WITHIN ANY CITY/TOWN RIGHT O'WAY SHALL MATCH EXISTING CUScore CURBING AND SHALL BE Not To OINSTALLED PER CITY/TOWN DPW AND ENGINEERING DEPT.REQUIREMENTS WHEN MATCHING NEW CURBING TO EXISTINGM CURBING, E %I JOINT SHALL BE FLUSH(AND ON LINE AND GRADE). STE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA 3 �OF WORK AS REQUIRED. PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AM EPoCAN STANDARD FOR NURSERY STOCK,PUBLISHED BY �� THE AMERICAN ASSOCIATION OF NURSERYMEN,INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES ALL O PLANT SHALL BE HEALTHY,WELL-FORMED,FREE FROM DISEASE AND DEFECTS,AND TAGGED WITH THEIR PROPER NAMES N PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF(FROM THE S. ...... C) PLANTING BED)TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM(CLEAR AND GRUB AS NECESSARY)_ REMOVE STONES.STICKS,PROTRUDING ROOTS,UNSUITABLE SOL PAVEMENT AND I�/ �xal -xas: dA LVATLaM OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4'MHN.SCREENED LOAM AND YMIN.BARK MULCH. rV� EACH PLANT SHALL BE'WATERED-IN'TO RUAOVE AIR POCKETS DURING PUNTING. THE LANDSCAPE CONTRACTOR SHALL NOT PUNT t ANY DAMAGED PUNTS THE LANDSCAPE CONTRACTOR SHAT GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE ti'�/'P j� O AN PLAN UO' THOSE DEAD PLANTS WITH A PLA SMEAR SIZE AND SPECIES a p e 4 CONSTRUCTION DETAILS O NEW SIDEWALKS SHALL BE CONSTRUCTED AS SHOWN ON THIS SITE PLAN SET. THE SIDEWALK SHALL BE SLOPED PER THE GRADING for PLAN A MAXIMUM CROSS SLOPE OF 1x THE SALVATION ARMY Q THE CROWROS S SECTION FOR NEW ASPHALT(PAVED)SIDEWALK STALL CONSIST OF E(1.0)INCH BITUMINOUS CONCRETE(TYPE 1-A) WEARING CORSE,TWO(2)INCHES N M.1.NOS CONCRETE(TION 1-A)BINDER COURSE,MIO EIGHT(8)INCITE(MINIMUM)QUALITY AND 0 F MASSACHUSETTS J OR ED GRAVEL(MHO SPECIFICATION M.1.03.0 TYPE-8 NO STONE OVER THREE(3)INCHES)COMPACTED TO 9eX. THE WAL1TY ANO INC. QUANTITY OF THE EXISTING IN-STU GRAVEL FOR THE GRAVEL BASE COURSE SHALL BE FIELD VERIFIED BY THE SITE CONTRACTOR PRIOR TO USE,ADDITIONAL GRAVER MAY BE REQUIRED. for a Site located at U E THE CROSS SECTION FOR NEW CONCRETE SIDEWALK SHALL CONSIST OF FOR(4)INCHES THICK FORMED(PORED IN PUCE) #93-95 North Street PORTLAND CONCRETE CEMENT WITH 8'x 6'WMA. THE SUB BASE SHALL BE TEN(10)INCHES OF DENSLEY GRADED GRAVEL(MHD SPECIFICATION M.1.03.0 TYPE-B NO STONE OVER THREE(3)INCHES)COMPACTED 10 98X. THE QUALITY AND QUANTITY OF THE Salem Massachusetts (O EXISTING IN-SITU GRAVEL FOR THE GRAVEL BASE COURSE SHALL BE FIELD VERIFIED BY THE STE CONTRACTOR PRIOR TO USE, 9 11/5/03 REVISED PER PLANNING DEPT REVIEW 10/14/03 F (n LINE 5'O.C. PLACE EXPANSION JOINTS OAADDITIONAL GRAVEL MAY BE REQUIRED. PLACE JOINT FILLER AT INTERFACE WITH BUILDING AND INTERFACE WITH CURBING. PUCE A !n SOMETH JOINT FILLER EVERY THIRTY(30)FEET O.C. B 8/19/03 REVISED PER MEETING WITH CITY ENGINEER Owner: The Salvation Army of Massachusetts, Inc. 0MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP.SAW OT EXISTING SIDEWALK FOR CLEAN EDGE 7 5/28/03 PLANNING BOARD APPLICATION FOR SITE PLAN RENEW 147 Berkeley Street, Boston, MA 02116 HANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS 8 4/23/03 ZBA APPLICATION(FOLLOWING NETCHBORHHOD MEETING) Date: September 25.2002 O HANDICAP RAMPS SHALL BE A MINIMUM WOMB OF FORTY-EIGHT(48)INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 1:12 5 1/16/03 REVISED PER MEETING WITH ATTORNEY AND DENT Soule: NTS Sheet 6 of 7 a (V:H). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS IF RAMPS ARE NOT CONSTRUCTED MEETING 4 11/18/02 REMSED PER MEETING WITH CIT'ENGINEER PLOE#02-07 ABS REQUIREMENTS,THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE STE CONTRACTOR TO REPAIR OR REINSTALL "6 3 11/6/02 HERETO PER MEETING WITH CT ENGINEER 2 1 10/20/02 REVISED LAYOUT PER ARCHITECTS NEW BUILDING DESIGN PATROWICZ JTHE SIZE FOR A STANDARD PARKING SPACE IS 9'WIDE x 19'LONG PER CITY OF SALEM SPECIFICATIONS. THE SIZE O"A HANDICAP 1 9/25/02 REVISED LAYOUT PER TEAM MELTING LAND DEVELOPMENT ENGINEERING i SPACE SHAT BE PER ARCHITECTURAL BARRIER BOARD SPECIFICATIONS B'x 19'NTH A FOUR FOOT STRIP NEXT TO THE SPACE 60 Washington Street, Salem, MA 01970 Q DESIGNATED NO PARKING. NO. DATE DESCRIPTION (976)745_2286 CITGO � , / _ � #92 / \ SUN GARDEN 4•_w. \ N � #2 ` INV-9.45 RESTAURANT ,, 4 �, s "i'1 �'� / ' � 3 ' z THE GIFT PALACE 0 90 r //��.(r�� / �\ q-" // ,.� ` �• � ��. '.all' blrk�../ • / �,..,h I s / /,� � � sr�� �,� X' '"t ms's• �' • -r '4 1 J a u�Wa. / ° / ` #3 DOWNSPOUTS / / e / x.•' (FlNAL •_�\t\\�_ / ` BY ARCHITECT)/ �c• \ I14V-478 i`{ ,F1- \ 0 938° MW N CONTRACTOR s+ALL ( «. CONNECT TO E%ISTNG , r. •E.,y Ye.. �dt' / o / DRAIN UNE NTH \ PROPOSED BUILDING Y� SADDLEBACK,SER CITY" ; �- o , • `,� FFE 14.5 #93 SBD , + o DRAINAGE MANHOLE 2 co i$- (�'J ��\ flIM-12J(MATCH / aj EXISTING GRADE) 00 --fJ,.. #r+ M 4 ` +13.4 1.35 - \ //} �' - \ Q�J \o O00 Ir 4 N e'y INSURE IN PIPE{ \\r CONFlJC75 NTH O1HER �Y..,M1 Z\ UTILITIES AND ADJUST 14.3 / DRAIN PIPE SLOPE AND ♦.. d"'.,4 \ b13 , G Q_�. j// \ INVERT AS REQUIRED ,' \ • `y1[J �r +i3y RIS �+\ � !ry \\ r y ^T / 74.0+ CI.INV=8.45 —,'o / \ .41 Q p4 'LAY AREA C` Od .* INV 5z ( YALVO LLNE ., \ ~ e7irF V b� O r•9' n1.\ INV-7.84 7. t3. ....1 O - x- 'AJ0 AIV r ��n s a C? O \ K° °`. _ 127 !tel \ ' de - _ 1� •'•.••° ' Iz ry GRAPHIC SCALE SITE PLAN z �� '� Po� `� � \\ / y °°� GRADING & DRAINAGE IN \ '� ° "' {PVC-SDR35) Q Iinch-°'� 4e - THE SALVATION ARMY � --WATER QUALITY NDTES: h` �- h� -- ' - - INL>7 S \CTCR OF MASSACHUSETTS, INC. Q1. THIS PUN IS BASED ON HCVD OF 1929. \ •' ` ° \13'y� _ /: #� (� �P ) \ 2 PERIM NT BENCHMARK USED: RTP OF NUT,UNDER LETTER,C"ON 'J1' "" �'• `\`((__ �J RIN il.fi HYDRANT LOCATED THE THE SOUTHERLY CORNER OF FRANIaIN STREET AND Y \ 1 \�IRr. (`\, INN.-7.4(6-RD) NORTH STREET AS SHOWN ON PUN E24TITUM: "CITY OF SALEM,MA,SEWERAGE (tL \ k4✓� / INN.-7.4(12"D) E IMPROVEMENTS.PHASE VI,NORTH STREET SHEET 2,PREPARED BY C.EMAGUIRE / a\ \ P\•"'1 ' CATCH BASH n R Y INV-1-7.15 #93-95 North Street INC.THE RECORD ELEVATION SHOWN ON THE C.E.MAOUIRE PUN IS 19.08(BASED v pp ` (\ a (4'DEEP SUMP) ON CITY OF SALEM MLW=0.0 OANN). THIS ELEVATION WAS CONVERTED To �. O I I RIM,-11.5 Salem Massachusetts (Q \4' k INV-7.5 ,� NGVD BY SUBTRACTING 4.36,THUS THE ELEVATION OF THE BENCHMARK USED ',.'?/ -- ,„_ B 11/5/03 REVISED PER PLANNING DEPT REVIEW 10/14/03 1 () ON NGVO DATUM 15 13.72 / �w.U.\ A/ ! a 6/19/03 REVISED PER MEETING WITH CITY ENGINEER Owner: The Salvation Army of Massachusetts, Inc. 3. THESE SITE PLANS 00 NOT SHOW ALL UTIU TY ONES(AND UNDERGROUND #29y L) CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE GROUND b; \ �! 7 5/18/03 PENNING BOARD APPLICATION FOR SITE PLAN RENEW 147 Berkeley Street, Boston, MA 02118 STRUCTURES ONLY. THE LOCATIONS OF EXISTING UTILITY UNES SHOWN ON B 4/23/03 ZBA APPLICATION(FOLLOWING NETCHBORHHOU MEETING) Date: September 25,2002 THESE SITE PLANS ARE APPROIMATE BASED ON THE BEST AVAILABLE Q INFORMATION TO PLDE AT THE TIME OF THE PREPARATION OF THESE SITE } "•-• 5 1/18/03 REVISED PER MEETING WITH ATTORNEY AND CLIENT Scale: 1" = 10' Sh..t 5 of 7 PLANS. PRIOR TO ANY SITE WORK THE SITE CONTRACTOR SHALL VERIFY a LOCATIONS OF ALL UTILITY UNE& ADJUSTMENTS TO THE UTILITY ONES OF \ 4 11/18/02 REVISED PER MEETING WITH CITY ENGINEER PLDE#02-07 REWIRED)BASED ON ACTUAL FIELD CCNOITORS,SHALL BE THE FULL / RESPONSIBILITY OF THE SITE CONTRACTOR. WORK ASSOCIATED NTH THOSE . d 3 11/6/02 REVISED PER MEETING WITH CITY ENGINEER ADJUSTMENTS.MATERIALS AND METHODS OF CONSTRUCTION,AND PERMITS TO (B BE 013 NED SHALL ALSO BE THE FULL RESPONSIBNJTY OF THE SITE 'X, p IW'♦'Aj ow�°� 2 10/20/02 REVISED LAYOUT PER ARCHITECTS NEW BUILDING DEMON 1 A+ROW+v Z CONTRACTOR AND SHALL COMPLY NTH LOCAL_STATE AND FEDERAL LAND DEVELOPMENT ENGINEERING •j REQUIREMENTS PUDE SHALL NOT BE HELD RESPONSIBLE(AND ASSUMES NO `0.gH, A °° 1 9/25/02 REVISED LAYOUT PER HEMI MEETING LI ABILITY)FOR BROKEN(AND/DR DAMAGED)UTILITY ONES DURING AND/OR 4gi1 ° N0, DATE DESCR/PRION 60 Washington Street. MA 01970 Q FOLLOW NC SITE EXCAVATION AND/OR CONSiRUCTON. �• ,A. I y+��- 6 x,48 ZZ. #99 �l CAP ON PER 44,E 9'a 71 t7 t7 o CAA ON sEAVICE UNE _ \ _ / q AT THE AN SUN GARDEN ` Mn THE MAIN UNE ° .per. ® \ ,`WITHIN NORTH Si1tEET \ 9y - _ #2 /' RESTAURANT _ ° .'° 4 (cPaE�TaRAcmR s+uiADDNS) , \ \ / THE GIFT PALACE FOR PERMANENT TO OLOCAAPSN \ 4 FOR PERMANENT CAPS \.\ 4 \ 4 q o \ EAIILDING. �O\4 #10 � 4a / / \ Y #¢ c `ems°, ` '�jd s ` , / o \r I LANDSCAPED BED (MULCHED) #� REPLACE EXISTING 4''aa R°h\ \ 6' HIGH CHAIN LINK FENCE .\ J'd \ S°� �LdNO CMS PRIOR TO PROPOSED BUILDING � � CONT NG SE SMALL INSURE �t 1 A E%iSTING SEMER LN '.S N \ Q ° 0 4 (g` \ w9♦� /r FFE 1T.5 #9'3 ATOnff CORRECT ELEVATION f 3r �C�ORREiO USED FOR 10JI,116Mf4E?'y,'4 co JPLACE EXISTING ` � �. ,' ;,,., •.. ..^.. u7 6 HIGH CHAIN LINK FENCE NO o \ V♦ �, .� �J�"'"� y , rr 3 01 #5 Mason C:) BITUMINOUS CONCRETE PARKING o CONTRACTOR SHALL `a"`b REPLACE F o REPLACE EXISTING r�hj MAPLE TREE FOLLOWING ye b CON 1 02e�4 / Rucnof NEW oN \ � ♦ o°� 4 \ 0. LANDSCAPED BED (MULCHED) \ -. GQ� NEW DR 'rv.. t ♦ CONCRETE \ LOCKED GATE r•_ CRETE C - AF C' PLAY AREA 1 #87 A1�1���� (PERVIOUS—BY OTHERS) �'f"£f O \♦ j 7 \ °-HANDICAP VALVOLINE \F i,�, ,y f�`itl.� O �7 '-^b0 RAMP iy+ C tii Fp i � F I #3 \ \ c (CONCRETE Fye ' rs .0 LANDSCAPED BED(MULCHED) o BITUMINOU CONCRETE PARKING 3 tip a BITUMINOUS CONCRETE PARKING m A 0+ _ SITE PLAN LANDSCAPING, V 4 ® MATERIALS & UTILITIES O W F= GRAPHIC SCALE ,�jv �,4 i 1A AN > N4• \ (�J °` -°� �\ THE SALVATION ARMY (��) \\�� E #5 Waters OF MASSACHUSETTS, INC. Q for a site located at 1 inch= 10 M1 y, ; #93-95 North Street � LANDSCAPING LEGEND / �`pa4 � � S � LANDSCAPED BED (MULCHED) co 4 b d 9 11/5/03 REVISED PER PLANNING DEPT RENEW 10/14/03 Salem, Massachusetts BOTANICAL NAME COMMON NAME f� 4, aY TAPPING.SEEVE& C` a 6 0/19/03 REVISED PER MEETING WITH CITY ENGINEER Owner. The Salvation Arm of Massachusetts, Inc. N ��„ Sig #� L 0 3 GATE vA�VEs Oj, EXISTING CHAIN LINK FENCE TO REMAIN Y (� 11 7 5/26/03 PLANNING BOARD APPLICATION FOR STE PLAN RENEW 147 Berkeley Street, Boston, MA 02116 ,l\F TILIA CORDATA LITTLE LEAF LINDEN 3.5' CALIPER \ FJ. .O �4 T4.c_\,.' C' 6 4/23/03 ZBA MPUCATION(FOLLOWNG NEIG14BORHHOD MEETING) Date: September 25,2002 5 1/18/03 R£VISED PER NEERNC WITH ATTORNEY AND CLIENT $Cole: 1"=1V Sheet 4 of 7 CL £ 4 11/16/02 REVISED PER MEETING WITH CITY ENGINEER PLDE#02-07 -� RHODODENDRON CATAWBA RHODODENDRON (ALBA) 24" a' 3 11/6/02 REVISED PER MEETING W1H CITY ENGINEER � °., ° J 1'al EUONYMUS ALATU$ BURNING BUSH 24" - 0���4yi 2 1D/20/02 REVISED LAYOUT PER ARCHITECYS NEW BUILDING DESIGN PATROWICZ Q 1 9/25/02 REVISED LAYOUT PER TEAM MEMO LAND DEVELOPMENT ENGINEERING N0. DATE DESCRIPTION 60 Washington Street, Salem, MA 01970 (976)745-2288 r. CITGO #92 N/F RICHARD BLAZO / _\ #99 MAP 28, LOT 391`J•`, SUN GARDEN #2 RESTAURANT °° _ g \ — ���T THE GIFT PALACE 4 o\ N;F M.B. RE.•_71 'IRUS"I \ \ O�\ MAP 28, 1 #10 —- DEBK 15050 83,3DEEDPG.88 ' ' N/F BATISTA DEEDBK15144, PG.417 ��¢ y0jr 90 -- / P / rte " 9 MAP 26, IAT 341 a \ ^ \M1'. BEa \ (\ N/F MERIT OIL °d' \ � / �•J / f / � z'vw / t`I �d � � \MAP 26. IAT 37' / \ N/F LENZI — - AP 26, LO \ / LOCUS AREA = 6 F ° / + MAP LOT 63 DE 024, PG. a L//F OSIRIS VI �\ ' { Y •,..� P 26, IAT 141 \\ � \°rs� / -A./ `' 9�,�I„•.. rr° BK.14293, PG.34 j `SITE: PLAN . - \ Q / \ CHAPEL Q ��P r/ • \� g% PROPOSED BUILD IDT� \\\ \� �P�. \ PLATFORM i FOOTPRINT = 8,236 FLOCX93= 9.066±SF _ MAP 26, LOT 93 ^ --_– DEED BK6024, PG. 248 T, co \ \ #5 Mason C:) N LOCUS AREA = 5,861±SF \ dk• MAP 26, LOT 66 \ MUUTIPURPPOO - \ DEEDBK5023, PG.49 \\\ PLAN 791 OF 1962 IM KITCHEN \ \� V A o jr, #87 � g \ \ \ VALVO LINE /v// NIF JOHN B. a EUGENE YANDELL 9MAP26 LOT #3 \ - i•- \ DEED BK869461PG.793 c– N F MARTIN \\ PLAN 324 OF 1945– MAP 26, LOT 66 � i �.."b a. 3� p � � � tig 6/ _. •Na I / \ oa.ae \\ •`,�\ / \AF9 /. ° °41 rAT LOM TABLE OF DIMENSIONAL REQUIREMENTS SITE PLAN LAN� CWASNTIEENANEG ?�'NOEia515PRTIYWIT ACORRDORVuros cLAYOUT GEOMETRY < LOCUS MINIMUM LOT AREA 6,000 SF 21.49D*SF FEI ET F— ,\ MINIMUM lA7 WIDTH (MEASURED AT BUILDING SETBACK LIE) r MAXIMUM LOT COVERAGE 40% 3814 Q GRAPHIC SCALE `\ ` Q \ ," O ��'�, \ (COVERAGE BY ALL BUIIDWGS) THE SALVATION ARMY ,g 1 , MINIMUM FRONT YARD 0 FEET 0.9 FEET» OF MASSACHUSETTS INC. J ° \'Y MINIMUM SIDE YARD 10 FEET 20 FEET \ Qj� MINIMUM REAR YARD 30 FEET 52.8 FEET 1 Q ( IN PELT) ` \ '�/� \\ 5 Waters �/'j�� MA%IMUM BUILDING HDCHT 30 FEET LESS THAN 30 FEET for a site located at (n 1 inch= 10 LT. MAXIMUM FENCE HEIGHT 8 FEET 8 FEET `C\ N/F JOSEPH A JONES /-� C °a \ \\ MAP 26, LAT 62 , �/,n •'ZONING VARIANCE ARE REQUIRED #93-95 North Street NOTES: ' �wy� �� DEED BK6367, PG.2331. `r 03 NORTH LINE AN SURVEYDCORPPORATONYBY ACTUAL FIELD FEBRUARY 20001, W��PERFORMED BY / \ \ dr" PLAN 51 OF 1948 .(`1]�1,/� 9 11/5/03 REVISE O PER PLANNING DEPT RENEW 10/14/03 Salem, Massachusetts U) 2002 /] ,.\ \�� /e• B 6/19/03 REVISED PER MEETING WITH CITY ENGINEER Owner. The Salvation Army of Massachusetts, Inc. 2 w 2 LOCUS IS NOT LOCATED WITHIN A FEMA FLOOD HAZARD ZONE. "!! S 7 5/2H/03 PLANNING 90ARD APPLICATION FOR SITE PLAN RENEW 147 Berkeley Street, Boston, MA 02116 L..1 3 DIMENSIONS WITHIN THE PARKING LOT ARE SHOWN MEASURED FROM FACE OF N/F JOSEPH A JONES' 'S• r.�. CURB TO FACE OF CURB(OR GUTTER UNE CR EDGE OF PAEMENT). BUILDING MAP 26, LOT 70 \ \O�i. 8 4/23/03 ZBA APPLICATION(FOLLOW NG NEICHBORHHOD MEETING) Date: SeptemheF 25,2002 .O DIMENSIONS ARE SHOWN MEASURED FROM BUILDING FOUNDATION. 5 1/16/03 REVISED PER MEETING WITH ATTORNEY AND(LENT Snole: 1"=10' Sheet 3 of 7 L Q_ 4 11/16/02 REVISED PER MEETRM.WITH CITY ENGINEER PLDE X02-07 -Q 3 11/8/02 REVISED PER MEETING WITH CITY ENGINEER wr oa.anmt 2 10/20/02 REVISED LAYOUT PER ARCHITECTS NEW BUILDING DESIGN PATROWICZ (10 J 1 9/25/02 REVISED LAYOUT PER TEAM YFEIINC LAND DEVELOPMENT ENGINEERING Q \ NO. DATE DESCRIPTION 60 Washington Street, Salem, MA 01970 (978)745-2288 2� El N Disclaimer: rratpais not to fband shall onot e accurate wed for m measurements ouildln' catlone, ,J proP rLy line and/oz street layout dimensions. This plan is intended for graphic purposes only to show the general A OJ ` /\ neighborhood. S 6 21 Q ��O cTS 6 - 6 6 J �, . .0 •� '+•�- • 1,t, o Q . _ N 9 � O Co O S D N � OO �OO O � Z°.,a � � s 3. 2 �2,J, SITEO O A Z I 9d5% 9 11/5/03 REVISED PER PLANNING DEPT REVIEW 10/14/03 m O O 8 8/19/03 REVISED PER MEETING WITH CITY ENGINEER 7 5/28/03 PLANNING BOARD APPLICATION FOR SITE PLAN RENEW Z) ��• J,? O� ? 8 4/23/03 7BA APPLICATION(FOLLOWING NEIGHBORHHOD MEETING) V , O S O / R / 5 1/16/03 REVISED PER MEETING PATH ATTORNEY AND CLIENT 0 Q F 1 4 11/18/02 REVISED PER MEETING MATH CITY ENGINEER J O3 11/8/02 REVISED PER MEETING WITH CITY ENGINEER MRER PARKM LOT 0 S 9 3 ( CO �# 2 10/20/02 REVISED LAYOUT PER ARCHITECTS NEW BUILDING DESIGN r' O SIP' \� S Qn NO. 9DATE DESCRIPTION M O o O } E Q4LVAT10N ry VN" � SITE PLAN Q o �( LOCUS MAP 295-291 O S� THE SALVATION ARMY oO a 29T O OF MASSACHUSETTS, INC. 9 J Q 3°y 2 for a site located at - SWEET #93-95 North Street E 0 63 59 57-55 49 4745 4 41 37-39 CU b 65 Salem, Massachusetts 3`3 Owner: The Salvation Army of Massachusetts, Inc. U J 5 ❑ — 147 Berkeley Street, Boston, MA 02116 3 L1 N 0 / ❑ I I $ Scale:teNTS lambw 25.2002 NTS 2of 7 PLDE/CO2-07 25 R25 2t m 9 m LYWW STAT - PATROWICZ 23 s LAND DEVELOPMENT ENGINEERING 60 Woshin tan Street, Salem, MA 01970 0 (978)745-2288 SITE P FCR Pa-_ANNI�ft� L��i!-. �44 THE ALVATION ARMY AT APPROVED #93=95 NORTH STREET SITE PLAN ROUTE 114 TABLE OF CONTENTS SALEM , MASS . 1 . COVER SHEET SEPTEMBER 25, 2002 REVISED THROUGH NOVEMBER 6, 2003 2. LOCUS MAP Q 3. LAYOUT GEOMETRY r lo- ; - ^`L. , ,,� I .. .,, �• , . 4. LANDSCAPING, MATERIALS & Neck 9 � t ` •,1 �,$a1L5r,I UTILITIES -5 h 0 1 amsw'ort �C-� Y� V y.-""1...,- ,,. r Fil,' p " a C ; r�, •, - -r J :: 5. GRADING & DRAINAGE 6. CONSTRUCTION DETAILS � " _.a-m ,._._'t- . ,,� 1a ti 4' px,� 1'� f' 't!¢ an� >�,-. :_ ,. e �j;,� _r •�4 �*% o � l �� , � � �� /�7 '/� 7. EXISTING CONDITIONS // 1C e9�1 �y �.` �� to t S l it •i en d n LLJ t✓ ''s 1 ' el .,f "�, '�� t.,� `� ,� '{^'` e '`,, ".1,.U,I'y ,✓ _ .,;/� Kn `tel / =ftsflde� t// i Rom 0 C? �d ''/` ✓ L' r^�,tr s` • °© eek l 0�/ e �' • • Termin2l —t ,✓°.� 4 ,,P i A i.. f/1 .'' r 11^�- ...1Ledge °t1 ,sytsh` i • ,) rf S€)U 7 H C� Wellman i�}t , ( Pt ,r`b»l p 9 _ 1 / r �__ lE3HPlI7ff1f CD O !- 1 J ?; {1di �t+ '�.. `v ""; �� ,fl';`... ^S1'i'�6 1,• \"\ ,�.'.� `�" �_ '"1 -2-' .A1nf :. s 51 Jas°I, �`. \ L71 I- '` �� t _ ; Nau.0/S Ofl7f LOCUS MAP (USGS) _ 1L � Hpa `/Gs9fl ,, 7t dN;1r j1P� -- / I' 7, r 't n = r o sAra , .,, � } *+► a r„t� ( 1 SCALE. 1 1000 o r , . ; t / 5 -$ ry r C s w �” t11 i o®� OaRr,ay:SC m GRAPHI SCALE � k } .. tip"\Lyht . Ir r a LL5 / , k tL iQ✓ tr l h I= t _tD0) — SITE 4l VAPT\LO MAr N Q t 'Schon r <, —,- � h r % Rio f EXISTING CONDITIONS o K--;"' ✓_t ., ;we w > •.. r_ e � G OF MASSACHUSETTS, INC J :' •.. e > t o ;•;•_ i ` an r rJc t M SALVATION Y .L s-- ' . ?,,, ' ,,. '' "r. for a site located at f p l % J v , , f `7 #93-95 North Street w ? Salem Massachusetts 9 11/5/03 REVISED PER PLANNING DEPT RENEW 10/14/03 ) � f � j w. a:�; x• 'Picker hg * v. r 6 6/1e/03 REVISED PER MEETING MTH CITY ENGINEER Owner. The Salvation Army of Massachusetts, Inc. 7 5/26/03 PLANNING BOARD APPLICATION FOR SITE PLAN RENEW 147 Berkeley Street, Boston, MA 02116 O) �. g' 6 4/23/03 ZBA APPLICATION(FOLLOWNG NEIGHBORHHOD MEETING) Date: September 25,2002 6 5 1/16/03 REVISED PER MEETING WTH ATTORNEY AND CLIENT Scale: 1•=1000' Sheet 1 of 7 •� .J��. � `.( '�... , .: i 4 11/18/02 REVISED PER #02-07 In MEETING MATH CITY ENGINEER PLDE •f �'\ �t \.n, 1 ` . -1--.). R`.i. `ff ..�, /, ,M1. 1, 3 11/8/02 REVISED PER MEETING VATH CITY ENGINEER lOI,' 1 \ i •.:. , "y _ L. ,� _ .` ;�'� - La 2 10/20/02 REVISED LAYOUT PER ARCHITECT'S NEW BUILDING DESLw PATROWICZ r_ J �•:,� ��. .� _' --• `c;,: t .' -.\ J /,;. } - /,, xti` s/zs/oz REVISED LAYOUT PER TEAM MEETING LAND DEVELOPMENT ENGINEERING [ r JL- .. d ^I q� It{�:1 - . r T ra rj • �.,^ y f 60 Washington Street, Salem, MA 01970 - N0. DATE DESCRIP710N (978)745-2288