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135 LAFAYETTE STREET - ZONING (2) spR pv0 -- ns�y�Icnc chr,�nt,�e� i I-e. � -- - / _ w S� , S� �Z L �CONOITq�O CITY OF SALEM MASSACHUSETTS yT, rn n y' 9' DEPARTMENT OF PLANNING AND 9�,��MiNsoa,' COMMUNITY DEVELOPMENT K MBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦ SALEM,MASSACHUSETTS 01970 LYNN GOONIN DUNCAN,AICD TELE:978-619-5685 ♦ FAX:978-740-0404 DIRECTOR March 22, 2012 Lisa B. Alberghini, President Salem Lafayette Development,LLC C/o Planning Office for Urban Affairs, Inc. 84 State Street, Suite 600 Boston, NLA 02109 Re:Request for Insignificant Changes —St.Joseph's Redevelopment, 135 Lafayette Street Dear Ms. Alberghini: I have received your request dated March 15, 2012 for insignificant changes to the Planning Board decision dated September 17, 2010. Specifically, you are requesting making a contribution of$30,000 to the City in lieu of the following conditions: Condition 8.1: Drainage— Items La. through 1.d; and Condition 8.2: Sewer—Items a. and b. Based on the recommendation of David Knowlton, City Engineer, dated December 8, 2011, I have determined that these changes are insignificant,and this letter is to document approval of these changes. David Knowlton states in his recommendation that he would consider the issues resolved in exchange for a contribution of$30,000. Payment is to be made prior to issuance of a building permit. Further,you have requested that the following conditions be fulfilled prior to issuance of a Certificate of Occupancy, rather than prior to issuance of a building permit, as the September 17, 20'10 decision stipulates: Condition 8.1.e,provision of an operation and maintenance plan for the proposed stormwater system; and Condition 8.3.a,confirmation through investigations on the existing water mains in City, streets (including fire hydrant flow tests) that sufficient capacity exists to eliminate the proposed 10-inch main loop in the property;and connection of the buildings (domestic and fire flows separately) to existing mains in the street. These changes are also insignificant and have my approval. Sin = .Iv, Goonin Du/n, AICP Director 'V�9+SV� Decision - - --�----- —�--- _. _. " -- 135 ua�fa� k , pl<G . Sose\I I 11 11 11 J �',� ��; I � I I I �, I 1�2 �, � ��', I ". : I !� \ — ., -,- . - -- �ho 0 F r ,,, ' ro A . 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St Joseph's Redevelopment Goals ❖ Vibrant anchor to Lafayette commercial district ❖ Leverage public & private investment, incl. PWED grant ❖ Animate Lafayette St and revitalize Point Neighborhood with jobs, retail goods and services, and new housing ❖ Sensitive reuse of adaptable historic structures ❖ Provide high quality workforce housing serving diverse population of Salem residents ©The Architectural TeamJInc. 1, What is Workforce Housing? ■ 40% +/- new apartments supported by federal tax credits ■ Projected Rents (St Joseph's) range from $750-$ 1,350 ■ Who's eligible? : $30-55,00o household income ■ Current Salem Employment Opportunities (April 2010) •Head Cook, Salem High ($28,515) •Purchasing Agent ($42,644-65,000) Firefighter 1 (34571) •EMT (36,221) LApproach to Workforce Housing ©The Architectural Team, Inc. ' p Jr,.� 7��C �8° / �,f' ' ,t � ,,li�'•.�, � Pedestrian Walkway Commercial Area mom Commuter Pedestrian Routes 1.2 and 3 mom Weekend Pedestrian Routes 4.5 and 6 META Station BIS.S•IeP ti Y ry AM I ,��Fj?e�dje.;.,ral Sf�' - "�`� ■ � �� } �� t•r' ,�.. r'�.�' "t' ,.4 Essar SHs"- ^^?' •.�, _.Eager St' . � f' �:. ■ � ! ' �(� � �t'i .ti r�a1 - Norman Sl „ u�i � � •+ �M '® 1F 3 t �Vy/ f ,r,,r{ ,f1'0 a':r.. • rte j �- 111444 i. `m 4)=.,j{C� a F .��!► S9 �_ / .,�.1� A` T i w o a� 350rear e - Downtown Salem Figure 1 e _. '_ �• m '� ° r Distance Map Planning Office for Urban Affairs . �? ,.,,lam 1 .'6'";J�1'�..,�� • � - « _� _ �. r� ,�< ♦ _ rr Strategic @The Architectural Team, InC. Overview: Two Redevelopment Proposals Proposal 1 Fro-oosa,2 54 Apartments j..5 apariments 3,800 sf Retail 15,000sf pharmacy 1,000 sf community 2,�� oo5f corp�n,, nityr/ret il. Adaptive reuse: rectory & A 1 aptivc reuse: rectory school as 22 MF units school as 22 MF units 121 parking spaces 121 parking spaces ©The Architectural Team, Inc. Sea,# _ i r nlite ,G.:,: •• _ �tmva—+ �,% I '' . I _ � RF! u Tom" to Existing Conditions Aerial.•,�• pw� A ' -.` I. "".4. .gym,; W�, UfF '; h.d r' .I: .. t - ., ■y,� y . r ' P.f, (JR•�7R€I Parcel r t, IM 0 ENT we @SCHOO1� r r MAYE] IE c ,,r : � 1 ' E ,k-_.- `R ' � rn 7~ +�• 'r, / r PARK e•i"ie?^ P .....�� .,.wr'� 'n p.. { !�"' -� . ".tet � � � • Ti �x'�•, CHURCH iA „ \\\V\�/�]. •' ,Y'���_ � �.: ..; �} " iY e'� "s K $: • .' �4.� ti �r� oto ISY � S t �Y rtJv"' c S •M.• .GOVJ 5( fir" '� N � r•�x..,1 .�+^ `�{j,usrt t h�` ([7 •Y • A ,\', IEe '✓�f�J .,�� ae. x1�®>® ��'. _.r'1� '�� l�r 'l 9.: f i.�� - ,. y,; {il �"r� •e� +�s. Existing Conditions ©The Architectural Team, Inc. t Mixed-Use with Nei hborhoody� p Commercial Summary r �•♦f" �� Ak80R,S BEET? sem" MIL New 4-Story Budding 54 Units 113 IBR.38 2BR,&3-38RI r 3,800 SF Grnd.Floor Commercial _ / i ,� �`7` �- Li. y • e G •O •4[• Existing 3-Story School Adaptive Reuse 14 Units r LAFAYEITE ...-' •' • i N t"y� .$ PARKll .{asi;1 ' •_� � .. OExisting 3-Story Rectory Adaptive Reused - _ _ ,r •'� [ Sol lio B Units , _ 1 ♦ N"' .��1rm' �'F A�V TOTAL 76 Units - 1�"c Y •-c �' - / �•' ; w 3,800 SF Commercial 1 �• ti■ 121 Parking Spaces ` _ T�•, + :s '�-rA , q. Ae �, .../��,�._.; n ,.. ."y s Alt � •, i .. / ��/1 .� w �� V lis A' � • (I({2 1 'Ryy(#Y, .._ i * 1"� '6�•^�t Ci .�f A'<'r� .��� �.. �. `� a • tt i � ' � I 1 -t �`Nt • ' _ y e ppWSTR a •�, y� •• +' tf to ;E Proposed Site Plan Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. A g I1 F",A ,mak x� AL L11 lip rN -4 tW,MIM V it 3t W , —Owl 5WASHINGTON ST LAFAYETTE ST k'60 Mat ta! VIP, til -V 0 'r r4 BIN % �LAT'Ayt IT 0 '6 N 17 Neighborhood Context Harbor Street ©The Architectural Team, Inc. "7 zz U yr R n ® w M 110,�fl -7 7--- HARBOR ST DODGE ST r.11 11 r A R 2 A -M W M 0: < ft-A ­7 w�44%*_ -ism or MIX p M A 0' W-4-50 N 10� Neighborhood Context Lafayette Street ©The Architectural Team, Inc. i} nt'.1g„ 3y_ �`:AYY• 2i +Le .<_Y f.e*dt� .$- •m: ,Lcw - s•'. A 9 MJ L!U cMff"iQIJ A C1 Li MOW 101 s'R WARD 3T HARBOR ST - PEABODYST F i �i VA Va wpall �T, id r: � •.:L - .� . , zh Mi a fti' p •� r �,� � y - OF [ E r s 1 S m All -A 01 �' T �i' �c� ' fir N►! • - pT Neighborhood Context Lafayette Street ©The Architectural Team, Inc. Eli _5 E !I it t ti ai�tti ttttw ririts, ■ AzI rte w .a Hi r I �II$ zvm t �`�� aiesp �i`smi}r'�o�arinf�.� www wawa �.'vse www[wtwww wwah^ts$w6@w€ www waa�.x, � Lafayette Street Elevation Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. . ..�/ -_ •�. Iw IL .f� Itri � '�I � ti i�fiir� i; iii f ... . �, i t • w s 1.,�,� !.F �5 b ;. - Ix .11 ]F1 1➢Il t -_�' � ww�+— c i �it y .r .0 "•"_ •� X1 1, ' � ' t .- FW a -- _- �... 1 ,�,,�#� r�'y{"�,-�—_-'.m ■ ■ rem}* � � �v- r! Kw �.,��'�' 4 .t - t�`bM=t! •�1� � ���� `� � 1( }�Y'y�i i�'i� N��I I�) ��,� r�rj.,isai,«y: . .aiiriwWs 1 . it u.� ���iJw it -Gw 'I -' -.A ` >. q 1�lil.�li� �r`� .. l , y Perspective 1 Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. v: n ir , .,...b ,,}(■■— ® waw �� �.s,. a II I Ir!1� �If�Nf � !'�: i 7 'fie. _ 11 nvm T � �'� � T7�+S • �'4� �" � 7�t1 `� '! i ��I�gI��( ��� llr � I10I�1��1��� . ��.� -...y s � - 'N�t ♦ r r t�.m null® i iw" Wilt�Ww i - A�, { nia milt i r Perspective 2 I Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. I r s_ 14 I ,BI. �l — VA YAPcam' ' A, l yl, ll lIA x i++r����4.,� d c�����. ice,-•:.,�'. M �, t �� �' , ■ �� ,,� �� R �, 1 t Al Perspective 3 Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. `*X VI 1� EFT a t } s LAFAYEITE c .+.t . _ N '"1 Ar. . PARK " `�y x CIAO yA k a A a 'O 1 � � -rte... •._ � t;, �=l9-�� i.y `.yam A ice. L ; 1``A 444444 ti.s. 'r � -T�-s � r� 1 ..�-.,.a�. �►� pW STR� �• Le1�,}.c I l C JM • �,, 1 k .. Site Plan Mixed Use Building with Neighborhood Commercial ©The Architectural Team, Inc. ' E!Y a s } O J- Site Plan - Utilities Mixed Use Building with Neighborhood Commercial @The Architectural Team, Inc. Transportation Overview: • Convenient location to downtown and public transit • Mode share: 80% auto, 11 % transit, 9% bike/walk (source: U .S. Census) • Density of development is significantly smaller than prior proposal T F t y , py 1Y4.. �✓ 'hOf.Y1Yi1i ���I�J Ny{SyRyy Iry Tr 6 r C ©The Architectural Team, Inc. Transportation Proposed Vehicle Trip Generation Period/Directio'n . Residential Retail Civic Space ' 4 Totalt (76 units) (3.8 ksf)� (1 :ksf) 4 a Y 4 f a.m. Peak In 8 2 1 11 Hour Out 32 2 1 35 Total 40 4 2 46 p.m. Peak In 38 7 1 46 Hour Out 20 7 1 28 Total 58 14 2 74 Source: Trip Generation,&h Edition, Institute of Transportation Engineers,2008. 1.No credit taken for transit or bike/walk trips. ©The Architectural Team, Inc. Transportation Vehicle Trip Generation Comparison rPeriod/Direction r Current Pioposal Previous Proposal _� Net a (76 residential units, 3.8 ksf (97 residential'units, (dehicle trips) retail, 1 ksf civic'space) 18ksf'civic space) : a.m. Peak In 11 28 (17) Hour Out 35 57 (22) Total 46 85 (39) p.m. Peak In 46 60 (14) Hour Out 28 47 (19) Total 74 107 (33) ©The Architectural Team, Inc. Transportationf Parking (121 Total Spaces) Residential (B-5): a ' • 1 .5 spaces/du for new 54-unit building lot • 1 .0 spaces/du for renovated buildings (22 units) :- - • Mostly 1 - and 2-bedrooms Retail/Civic space (B-5): r • No requirement per underlying zoning =n V` i'7�* ® v...�,. �'!'• •remit `..,.. y�Z..a at..,�.' `lj li; row' Sty IN E+ • x Y hY ©The Architectural Team, Inc. 7 Transportation Transportation Demand Management (TDM) Strategy • Transportation Coordinator • Orientation Packets • Bicycle Storage _ M •Explore feasibility of shared car service (e.g., Zipcar) Y ©The Architectural Team, Inc. Transportation Summary • Close proximity to downtown and transit • Low traffic impacts — 1 to 2 new vehicle trips per minute on area roadways • Ample parking supply • Proponent is committed to implementing TDM measures • Consistent with emerging Smart Growth principles • Leverage Lafayette Street improvements r! q L- 7, j F ©The Architectural Team, Inc. Q&A and Intro- Mixed Use Pharmacy Mxd Use-Neigh Comm'1 Mxd Use Pharmacy 54 Apartments 45 apartments 3,800 sf Retail 15,000sf pharmacy 1,000 sf community 2,300sf community/retail Adaptive reuse: rectory & Adaptive reuse: rectory & school school as 22 MF units as 22 MF units 121 parking spaces 121 parking spaces ©The Architectural Team, Inc. - �: I Mixed-Use with Pharmacy Summary 1 x ,� ,� '�' ARJOR-S FeEr� .. r t — Will a `® New 4-Story Building • �e t __ 45 Units(10- IBR. 34-2BR,& 1-38R) t 15,000 SF Ground/Floor Pharmacy ,� , •�3 G }' O Existing 3-Story School Adaptive Reuse 'A -. I Approximately 14 Units -� �� III�P""11, LAFAYETTE r r ..° � •� 1 t PARK amu: _ �:,~SI � � y sve: OExisting 3-Story Rectory Adaptive Reuse `s Approximately B Units '+t t • ��t ,`^.I [�,,,�5•+.+ kI J10 r y x' TOTAL 67 Units 15,000 SF Commercial *r,� " `,tt • ��j• 121 Parking Spaces n •'� •, .•�I - i'•t x• N d ora' m' av a' ,w I �.",\ �.• n-- o 5.v��- . .. LIA AM r��13k 4_�07 YYsr' f 'A`T .t+-^�✓ v.,.;i x _ a I"+ • , ■ "4, ,�h �t+ �S ` ! ". Fk AM vni� UUW STR Y+t 4r. .ter b y t a `�•' ,It •r Proposed Site Plan Mixed Use Building with Pharmacy & Drive Through ©The Architectural Team, Inc. R• 4 Ar W 1, row Ap Allo j 71 - r• y_ _ , RIM, ���! .; ik �.,` r *"�� t /i +y �� ip,lil� ` i7it�.-„��I�il., 'Z �a.l� � �� ,� �I��II�I I ,>;..^a� mawA � !•., 'SN •.s.3x-- ue Xlit IPit 11r,.1 ��r... rTew” f L }} 4 _ FT illn H Perspective 1 I Mixed Use Building with Pharmacy & Drive Through ©The Architectural Team, Inc. r •�' RF r A AV RX,TO -} IIII 01 a A R W E , � . \ I �' _ {�'d {i'. 1, •t I♦ I�I � � �•.f'�.{ 1 Lel"w4`r 2\ F. �ip ,� ,�,�`� �• �� r 1 . ,� 1 fffiii -c¢�,y'��,_o-.: 7�fi� ..:y "' "�► a ��1.iinuugit#ryry�' jot ® � •�PIt t!�r �l '�;�r� �� u 'sc �7 '��ii ��L ��ryf" '��M� �l' � V .rrri.�.....�. ,., I � 3R 4 A • Perspective 2 ( Mixed Use Building with Pharmacy & Drive Through ©The Architectural Team, Inc. P"7 ON •� "tow UP Ir vk�w • i kA \ a ? T f &,'yr,� � ri1�`} _ IYAN �.sA�� ,,, � k1�K:A1 ;���� :. p � �I� } I'll •' 1 � 4 }' v w Perspective 2 I Mixed Use Building with Pharmacy & Drive Through ©The Architectural Team, Inc. R :low 7 Y� � A BORS ((EET +rhr R tn� LAFAYETTE PARK R `�° _ 1.� �A, . moi � �1. . n� • Y�I t IV 1 . 5 W _ qq �, • c ,+ �,�_ '' �♦ M � � ;,,�Y � Sex% _ t tt +rgr .7F ,i'Y �_. •. DOW 51'R fir. Y r; vl (, ' tri'aa Site Plan Mixed Use Building with Pharmacy & Drive Through OThe Architectural Team, Inc. . r 1 a q i + " � ra•Cf �F 31 ,1 i . MixedSite Plan - Utilities Use Building with Pharmacy : Drive Through @The Architectural Team, Inc. CITY OF SALEM PLANNING BOARD SLI 4i' 5 lire! Site Plan Review/Planned Unit Development Decision 135 Lafayette Sheet. September 17, 2010 Salem Lafayette Development, LLC C/o Joseph Correnti, Esq. 63 Federal Street Salem, MA 01970 RE: 135 Lafayette Street/Former St. Joseph's Church site Site Plan Review/Planned Unit Development On Thursday, August 19, 2010, the Planning Board of the City of Salem opened a Public Hearing under Sections 7-3 and 9-5 of the City of Salem Zoning Ordinance, Planned Unit Development Special Permit and Site Plan Review, at the request of Salem Lafayette Development, LLC (the applicant, its successors and assigns), for the property located at 135 Lafayette Street. The proposed project includes the razing of the former church and convent building, the renovation of the former rectory and school buildings, and the construction of a new four-story building on the site. The mixed-use development will include 76 dwelling units (51 in the new building, 17 in the renovated school, and 8 in the renovated rectory), 4560 square feet of commercial space, and a 1,000 square foot corrummity center. The Public Hearing was continued to, and closed on, September 16, 2010. The Planning Board hereby finds that the proposed project meets the provisions of the City of Salem Zoning Ordinance, sec. 7-3 and 9-5 as follows: 1) The proposed planned unit development is in harniony with the purpose and intent of this ordinance and the master plan of the City of Salem and that it will promote the purpose of this section through mixed use redevelopment of the site in a comprehensive manner. 2) The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render it appropriate to depart from the normal requirements of the district. Specifically, the project incorporates affordable housing, providing substantial public benefit. 3) The planned unit development would not result in a net negative environmental impact. Based on the information from the Environmental Impact Statement and plans, the project will result in a decrease in peak stonrrwater discharge rates and will improve the vacant site significantly from its current condition. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM At a regularly scheduled meeting of the Planning Board held on September 16, 2010, the Plamring Board voted by a vote of eight (8) in favor (Puleo, Moustakis, Clarke, George, Kavanaugh, Ready, Sullivan, and Sides), and none (0) opposed (Member Names) to approve the Site Plan Review and Planned Unit Development application subject to the following conditions: I. Conformance with the Plan Work shall conform to the plans entitled, "St. Joseph's Redevelopment, Proposed Concept: Mixed Use with Neighborhood Commercial, 135 Lafayette Street, Salem, MA" Sheets T0.01, A3.01, A3.10, A4.01, A4.02, A5.01, C-1.1, C-2.1, C-3.1, C-4.1, C-4.2, C-5.1, and C- 6.1 prepared by The Architectural Team, Inc., 50 Commandment's Way at Admiral's Hill, Chelsea, MA 02150, dated July 30, 2010 and revised September 16,2010. Revised Plans reflecting all conditions and incorporating by reference this decision must be submitted to and approved by the City Planner for consistency with this decision prior to the issuance of a building permit. 2. Amendments Any amendments to the site plan shall be reviewed by the City Plarmer and if deemed necessary by the City Planner, shall be brought to the Planning Board for review and approval. Any waiver of conditions contained within shall require the approval of the Plam2ing Board. 3. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays and Saturdays or at any time on Sundays or Holidays. Any interior work conducted during these times will not involve heavy machinery which could generate disturbing noises. 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. 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 leave the site. e. All construction shall be perfonned 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. f. All construction vehicles left overnight at the site, must be located completely on the site. 2 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 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. All storage of materials and equipment will be on site. h. Special attention shall be paid by the developer to locate the statue of St. Joseph reported to be buried on the site. If said statue is located, the Applicant shall work with the Archdiocese of Boston to resolve its status, and if feasible, as determined by the Applicant, to preserve it in accordance with the requirements of the Archdiocese. i. A traffic management plan shall be submitted by the applicant to the Department of Planning and Conmmunity Development and approved by the Police Department prior to the issuance of any building permits. 4. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the Applicant, its successors or assigns, as is deemed necessary by the City Planner. 5. Fire Department All work shall comply with the requirements of the Salem Fire Department prior to the issuance of any building permits. 6. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 7. Board of Health a. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no stricture shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d. A copy of the Demolition Notice sent to the DEP, Form BWPA06, must be sent to the Health Agent. e. The developer shall give the Health Agent a copy of the 21E report. f. A radon remediation kit shall be installed in each below grade dwelling unit. 3 i g. A radon test shall be conducted following the installation and operation of the remediation kit. h. The developer shall adhere to a drainage plan as approved by the City Engineer. i. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the extenninator's invoice to the Health Agent. j. The developer shall maintain the area free from rodents throughout construction. i k. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 1. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. in. The Fire Department must approve the plan regarding access for fire fighting. n. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. o. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. p. The resultant establislnnent shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. q. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. r. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 8. Utilities 1. Drainage a. Confirm condition and capacity of 12-inch drain, and down stream piping to Salem Harbor, to convey new storm water flows by cleaning and internally inspecting that system, make improvements as necessary, including but not limited to the installation of a tide gate at the outfall pipe. b. Confirm elevation of groundwater on the site will not impact the perforated drain pipe. c. Confirm no roof drains are proposed from building in northwest comer. 4 d. Provide enough on-site storm water re-charge to groundwater that reduces post- development storm water flows leaving the site to less than pre-construction flows. e. Provide operation and maintenance plan for proposed storm water system. 2. Sewer a. Confirm condition and capacity of the existing sewer to convey new sewer flows by cleaning and internally inspecting that system, make improvements as necessary. Specifically evaluate the existing sewers proposed to be utilized in Dow and Salem Street, downstream to the comiection at the sewer main in Congress Street. b. Remove existing sewer services to be abandoned in the public right of way, or fill with flowable concrete. 3. Water a. Confirm through investigations on the existing water mains in City streets, including fire hydrant flow tests, that sufficient capacity exists to eliminate the proposed 10-inch main loop on property. Connect buildings (domestic and fire flows separately) to existing mains in the Street. b. Hydrant on southwest comer of site should have service perpendicular off Lafayette Street, not 120 feet off Dow Street main as shown on the approved plan. 9. Department of Public Services The Applicant, its successors or assigns shall comply with all requirements of the Department of Public Services 10. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 11. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan 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 and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 12. 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. 13. Lafayette Park 5 The Applicant its successors and assigns agrees to contribute $10,000 to the City of Salem for the purpose of maintenance and upkeep of Lafayette Park. Such payment shall be made to the Department of Planning and Community Development prior to the issuance of a certificate of occupancy. 14. Landscaping a. Trees shall be a minimum diameter of 3 %" dbh (diameter breast height). b. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. C. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. d. A wood stockade fence shall be installed along the property line directly abutting the three residential properties on Dow Street. Details and specifications for the fence shall be submitted to the City Planner for review and approval prior to the issuance of any building permits. e. Evergreen trees approximately eight to ten feet in height shall be planted along the property line directly abutting the residences on Dow Street. f A revised landscaping plan including the size, species, and number of all plantings shall be submitted to the City Plaimer for review and approval prior to the issuance of any building permits. g. Details and specifications for the fencing and wall at the corner of Lafayette and Dow Streets shall be submitted to the City Plainer for review and approval prior to the issuance of any building permits. 15. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, 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, from issuance of the Certificate of Occupancy. 16. 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 Services prior to the issuance of Certificates of Occupancy. 6 f , The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of Certificates of Occupancy. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of Certificates of Occupancy; as well as, any subsequent requirements by the City Engineer. 17. Violations Violations of any condition contained herein 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 Special Permit 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. Charles M. Puleo Chairman 7 I II the architectural t ro ose once ■ ixe se wi I or oo ommercia The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 135 Lafa eF 617.884.4329 www.architecturalteam.com M du th Ne 9 hb h d C ©2008 The Architectural Team, Inc. a em , Consultant: SUBMISSIONS : July 30, 2010 Site! Plan Review PROJECT INFORMATION Revision: SALEM LAFAYETTE DEVELOPMENT, LL OWNER / SPONSOR C/O 84 STATE STREET, SUITE 600 BOSTON, MA 02109 PHONE#:617.350.8885 FAX# :- THE ARCHITECTURAL TEAM, INC. ARCHITECT 50 (COMMANDANT'S WAY AT ADMIRALS HILL CHIELSEA, MA 02150 PHONE#:617.889.4402 FA)X# :617.884.4329 Architect of Record: GENERAL DELLBROOK CONSTRUCTION CONTRACTOR 5361 GRANITE STREET BRAINTREE, MA 02184 PHONE#:781.380.1620 FA)X# :781.380.1676 CIVIL SAMIOTES CONSULTANTS, INC. ENGINEER 10 (CENTRAL STREET FRAMINGHAM, MA 01701 PHONE#:508-877-8349 FAX# :508-877-6688 DEVELOPMENT DEVELOPMENT SYNERGIES SITE PLAN REVIEW CONSULTANT 79 QUINCY AVENUE I WINTHROP, MA 02152 PHONE#:617-846-5326 NOT FOR CONSTRUCTION FAX# :617-350-8889 Drawn: MKM ISSUE Checked: EB DATES Scale: NOT TO SCALE Key Plan: DWG # DRAWING TITLE w oUJ N Z O J M a W J r � N TITLE SHEETS T0.01 PROJECT COVER CIVIL DRAWINGS C-1.1 LAYOUT AND MATERIALS PLAN C-2.1 DRAINAGE AND UTILITIES PLAN C-3.1 GRADING PLAN SITE DATA : PARKING DATA : US GEOLOGICAL SURVEY MAP C-4.1 CIVIL DETAILS � C-4.2 CIVIL DETAILS PROJECT C-5.1 TURNING MOVEMENT PLAN SECTION 5.0 PARKING LOCATION C-6.1 PLANTING PLAN Project Name: SITE INFORMATION - ` a ARCHITECTURALt _� DRAWINGS ,t g a FLOOR PLANS St. Joseph's ZONE: CENTRAL DEVELOPMENT (B-5) ., _ .:, .. �.� � �:- �. _ �� , �_ �, � A1.00 FIRST FLOOR PLAN ENTRANCE CORRIDOR OVERLAY SUBDISTRICT OFF-STREET PARKING , _.,. ,._.. `� � � � t; � � , � e� A1.01 SECOND FLOOR PLAN REQUIRED PROVIDED Redevelopment A1.02 THIRD AND FOURTH FLOOR PLAN LOT AREA: 113,367 SF TOTAL • F .�', (2,000 SF MIN.) NEW CONSTRUCTION RESIDENTIAL (1.5 SPACE PER UNIT X 54) 81 SPACES 81 SPACES . • "�� ems. Ii'i TtrIP ,`w EXTERIOR ELEVATIONS rF Mixed Use with Neighborhood Commercial N RENOVATED RESIDENTIAL (1 SPACE PER UNIT X 221 22 SPACES 22 SPACES [ '' � * A4.01 EXTERIOR ELEVATIONS E ~ A4.02 EXTERIOR ELEVATIONS NEW CONSTRUCTION RETAIL (NONE REQUIRED AT 0-20,000 SF) 0 SPACES 18 SPACES .. ` ` �-. .- � �` •. ` "` ' ^k ' - _. � 135 Lafayette Street � �� - � a� TOTAL PARKING SPACES: 103 SPACES 1211 SPACES � � _ -�� ` ' �a. , '� < Salem , MA ., a� 1,011i Sheet Name iibyt b jr d u W �. PROJECT LOCATION Project Cove r ye 3 , 71 't 5' $' IL IT MIX BUILDING DATA : _ .... <a_. „ ,< , ..., s, `,. ` , .. x£'s� �' a. ,. Qog [ t V ., .., y;, t <� � `• t� k.;, :t o �b�Yi r L O NEW MIXED USE BUILDING DATA: �. ,. _ ..' � m � ���,'.?�. _ .. _n^ / I I pg Project Number: .:. C APARTMENT BUILDING: PWM or 1 BED 2 BED 3 BED TOTAL ' o { BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL " x- - ' , GROSS SQUARE FOOTAGES `� . ^..- =1�. , ,,��.����� x.,. co 1 7 F LO R 3 4 2 9 .. . »: 2731 L S Q .•:, .,,.,. :. <. . ,.. .,.` ..`, •,. '1 .. £. 4 i,6 :. .. .,.. .:. .s `, a, aamaGC.fl;o `a�i.;<\� � o a '... ® �,:.. ;. ,.,. .: V mm •�,� � .:.�. rd�l.:5t i4.1,'^i_. µi a 7X 2ND FLOOR 4 10 1 15 NEW MIXED USE BUILDING 1,800 GSF 15,870 GSF 16,152 GSF 16,152 GSF 16,152 GSF 66,126 GSF , . _ �' €_4£. ro 1 Issue Date. 12 0 15 , � . .�.,,�..� � . I � - << , ,;�, ,� '� ��.. -�t:.5o�: .� 4:.,t ms �� � �� z �p 3RD FLOOR 3 r L '- _ " Y1 ■■ y p .�?qQg ..p Y,, Pu O 3 12 0 15 �► � , r _ «,_„ s 4TH FLOOR n . . g 2 ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL �" - .<>. . . .. ,. .,.- ,<. ��.aa5i ;; NET SQUARE FOOTAGES BASEMENT 1 f, C 'l � , , ,, m g July 30 2010 w.. ., n 70- COMMERCIAL/RETAIL fAL 13 38 3 54 .n,.,n '�� 01"N cn N/A 4,800 NSF N/A N/A N/A 4,800 NSF _ ;, ( . .,.•( h Sheet Number CN pp t at %ago P t ,s pol nt �, A'• a$ .,., 4, 2Saudi Salem qL 3< , TRUE -o •<KE: ya NORTH T0001 r co . . , � CV L ! 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RIM=31.72 _-.FP 33 -` INV.(CB-4)=27.51 RIM=31.50 -C..,w. to "°° ;■ INV.=28.00 I INV.(OUT)=27.41 I DMH-6 RIM=33.2 INV.(CB-3)=28.81 10 - ---- - - ---- INV.(RD)=29.21 I= � I 0 PVC --- - - 2 --- - W - --„ -fir = I - N n, D 4"0 C.L.D.I. .x I INV.(OUT) 28.71 fFP- *- - f -- 9 � D r CB-3 f-1011 CUT AND CAP EXISTING --.,„- RIM=33.00 . i WATER SERVICE AT MAIN >''! %%r .. ',.., N2� 12"o HDPE - I ,>> �-. D D 6.0 PVC I (EXACT LOCATION j , .,, UNKNOWN) P ,, �� s,+ - .� 1 ,�' RECONNECT TO EXISTING ... III♦ II■ II■t f 3 -�0 ; SEWER LINE INV. EX. 8-)=24.36 1 t 1NV.(6")=26.9 2­(,,S,),` I1 I R M�30.90 I 3 I f In ?4. {s) T __.___,_,____,_..._ �...____..,_,__,_�� _,._ I � INV.(DMH-7)=25.81 :�� � I , r l �, , � I � SITE PLAN REVIEW CUT AND CAP EXISTING �': i dw= - i INV.(RD)=25.96 +; I so W i SEWER AT MAIN INV.(OUT -25.71 ' - _ > i I -- -- , . SMH-1, NOT FOR CONSTRUCTION )- 1 s' RIM-33.4 rs 1NV.(12")=23.3 V.I.F. E Z I E _ L C I - j -T - ,r dw= r{ i E I w INV.(8") 26.15 ����� - -__�_ _ _ -(j., - I- s ,ti P "' ss- - I r---�, I� Drawn: AMT Checked: SRG I �}� 3 I A �� �•I aA .. � l 11 ([F i �/ t3 I I I I IE I JT Scale: AS NOTED N I 1 r' Key Plan: i C0 Z 8"0 PVC -. RD D t I i 0 CO F( CL �' � r` ' r ' .'r,. I TD-1 r I I j RIM-30 40 I � INV. 27 OQ ,E J A I dw= I a I I t- r \ . r` � t t CJI � � ' i I i. 6 i 1 ,.-_,_. .ems._ k: _._.,,,,__. ...._._......._v.....,.e ....,"_,............. ......... ...........,..._,...._-„ _ Ewe.?, i' � ~ } f°. r• t } MW I ( I � I 1 'q 3 1 1 I I 2a I U'sa� 1 Project Name: Y ; I i , I CB-2 I I ! "- -- - RIM=31.0 I I �� °; St . Joseph 's oM 7So _ _ INV=27.501 I R171aeLl.GSi. ��: � r I f a .+•' 3 i E dnw2a�,9S5 � •E ` E i tnv=26.v N' t � � I _ � I Redevelopment t i 31t y 1 I °. '" Mixed Use with Neighborhood Commercial , � DCB-2 fl 12'0 HDPE TYP. ( ) 30 RIM=29.5 )' I INV.=26.0 " '! tF i I : ...�,a ., ,..,. ��..� u� �, , a_. �,. .?•-its�a'-• , _ 1 Lafayette Street oo -I I 13 I WW1 3 Y 7 ' t t > w _. 3 ; �. . . . ., Sae , MA , I I m 130 ��' I I;§€ q LEGEND: , , _,7,•s- R= ?,za r I 30 I I i '? t '' 1 1+ I > - PROPOSED STORM DRAINAGE LINE . {recc+r�i) ! £, I I I �' ,, I3� 1 D „ Sheet Name: ''DMH-4 .� / I � I = I „! / / 1S ( / SS PROPOSED SEWER LINE U 3 . DMH-3 RIM=30.3 �r'r7 / ! i N -'` ,r INV.(DMH-6)=25.31 a, , ,rM, --.. :.,,.__..,: € PROPOSED ROOFDRAIN I . RIM=30.3 I ( I RD DRAINAGE I' INV.(DROP)=25.31 + i l INV.(DMH-6)=23.83 - - -FP-- - PROIPOSED FIRE PROTECTION LINE ---- -- ---FP--- 8 0 C.L.D_L- -----r°,- � t ------ ----_ 6"O C_L.D_I.------ - ,, INV.(DMH-4)=23 83 i INV.(DCB-3)=25 31 + W_ _§:O INV.(TD-1)=24.00 INV.(OUT)=25.21 W -- - PROPOSED DOMESTIC WATER LINE AND �I"' i I iI ,r-' , INV.(CB-2)=23.83 : ;,r"`r 'f'%,'i?f :;% irt`r 1 INV.(OUT)=23.73 / „ 1 PROPOSED TRENCH DRAIN co 3 , j UTILITIES PLAN _I ,. QD DMH PROPOSED STORM DRAINAGE MANHOLE DMH-2 JI m - I I ��N OF MgsS, 29 w .3,...__ RIM-28.3 ` SMH PROPOSED SANITARY SEWERMANHOLE #�, . , (3 i l /y�' ANDREW cyy, _0 f �I I CB-1 I INV.(CB-1)=22.78 , ? G �' 29.00 �;' INV. DMH-3 =22.53°'` i M• r^ CB PROPOSED CATCH BASIN INV-25.50 INV. DCB-1 -22.53 cs o TRUMAN �I ( ) / loan=22°43 "'=2t'S " No. 45505 "' DCB PROPOSED DOUBLE CATCH BASIN I D INV.(OUT)=22.43 ° / 1 12 HDPE 15 HDPEr /f i wsa ;nor 7cs ® Project Number: rr&-=.- CIVIL wv b M 29 _. -._, %r r,. ' !a.• I �FCI STL DQ PROPOSED WATER GATE VALVE o e PROPOSED HYDRANT � � 1 F ' I t i r-- - --__ � � LIMIIT OF WORK 2 731 f , U I' LAIN � I I n _-_��`_ �-.€.� _~~.,~-~~-_~.~m~-��~- t i fi i � DCB-1 f i t t PROPOSED LIGHT FIXTURES (SEE ELECTRICAL) (A S L r 24.7( I I II `� � I � I I I 1 u + I I'„ I RIM=28.0 t i1nV=` .� {rrJ _� . _ __,,:,�. __ - _. ___.______ _�Nv.=_2 _,_ _._. W.._._.-,___,..__._,_._.___,_,_.._.___.__-_-_-___ �__ _ _ _ __ _ .____.____,_,_,__,_,_„_.,-_,_ Issue Date: _.... .,___-..___,_,_-„_ _,...e.__.ee._,.._..�o t s is N cn I 27.7 _.. t �t 4� ,t � O �E , 'S"4 r €�ter. �_ 7 }- m¢t3" _ f V i _._._.__...__.............. ....___..__._. . _ ? r _ E h�F .a�� .}�" t'aN�'�a.4f�, � °'"�:� d.w nw __ _�_..,.,.�.�.__.____.,_.._ .�, 1.� _ c D Y ? -- t2lT mmm �D, SMH L7�1 ( F - .-3 1 - - .v_. Mme- - - _ v_.? .?€ ) '.,:., � OF 1 fZrr 2i„3f CY) � .� _ W� __ ___. _- - _ ' V) ,n� ?����� July 30 , 2 010 _2 .93 I � a �` CB ttn=22, 7 i7u P%.oN3) T �� t _�_-__,_,_�_�._.,_.�.M..___.�... -- _,_..CUT AND CAP EXISTING . ____,_,_ _._,_.,,,__, _ +^� _ .� I �: C) c� a . . �� i♦ WATER SERVICE AT N p 6x6 x6 TEE DMH-1 6x6 x8 TEE AND nw-?8 r(SEJ RIM=27.0 w 10"x8" REDUCER -.- invest 7(SE) 1 gal- _ _ _ MAIN , GRAPHIC SCALE M N _ _ __ _ _ - _ _ ._ _ � � _ _ -___ _ _ -__ �, _ t inv I 7 (N € INV.(EXIST. 12 22.21 V.I.F. __„_.__„__•_,_•__ , Sheet Number N L I ( 1 t 20 0 10 20 40 8o >, p INV.(12")=22.30 I ,i5° €s` I 75 O s ('�� 3 v i ( I:N FEET ) •o 1 inch = 20 ft. � the a rc h i tect u ra I team ENTRANCE CORRIDOR OVERLAY DISTRICT LINE' - - .- ,... • , (SEE NOTE` l ) @ - ,_ - - _ The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill - "-- 1,2-W Chelsea MA 02150 - - � � . I - _ T 617.889.4402 \ r � -; II � �•' t q� /<-« R `+++ew..' r+T `M^M-a.....+r'+w.w«wy_�...`aw... •..�.e,_., T..„.,,r-. -r_... .„..- r..r \l '! ����`"" F 617.884.4329 ■ � x --� _ --- _ www.architecturalteam.com 30,3430.292 .3 .1S \J,_30 02008 The Architectural Team, Inc. X 819 2b PR .. . (NC11, 1920r.AONG SMzeM :;. L , _s4. 31.82 . qA7 3i. ° 33.5€ � ✓ _ r \ o sJ ^ 29.9 Ir 3r.: . / ; n __ _ �-- - - - _ {-~- _ Consultant: I z 3.2.49 `- .... I 34.67 anot t E _ 34,80 � .-- •.�_�_ • - 34.24 TC=X4.65) I S+ t % 3 1 ? TC=3410 a�4,,5 3 _ �:. BC= 4 30) (34.57 .. BC=(34.1. 3(3.77 ' f BC=33.60 € ., T p / �_ +34c3 - _ / - �" Samiotes Consultants Inc. 3(3.23 I 33<99 +34.2? 1 € TC=34 00 Civileers g Surveyors I - BC=33.50 (34.60) En in +Land E mom . _ 33. 5 r' trs- (dT 34 72: `r ��J°�r� iJlG ^(34,7�.:' 20 A Street � . r ,, _ -�,I/ / �� �° g 3 EXISTING CONDITIONS LEGEND 34< I i'y `w 35.35 Framingham,MA 01701 `rr /C __.. 1' _� ,.. CATCHBASIN T 508.877.6688 s _ :: s¢ [I o� DRAIN MANHOLE LEDGE ,j. bl'�^��3,41 'dh4. 1 •11h, e9.I Fl. ® _II_ = III I f N err r a I 32<1 a SEWER MANHOLE RETAINIING WALL F 508.877.8349 , .sP �� FIII IIE I > ,•>, .. "r if r yr".•'`'3j°f °'` r. 'g( O Q TELEPHONE MANHOLE DECIDUOUS TREE .33'32 r,. dw•=38>8 s' °! 33 g r Q MISCELLANEOUS MANHOLE CONFIEIROUS TREE www' samiotes.com 3��3y`3� E � � ;: I � � � � < m" •�~--`-�.. •� ■ AREA DRAIN -o-- CHAIN SINK FENCE Revision: 4 f _ 5.42 i 3,x^.,34 ° E ',, 3 �, � _. -°- -°- OST FENCE 132<i3 3k°W � HYDRANT ° ,�.__.- .__.._._.. _..._ . - I;` €'r � � � � WATER GATE � BORING 3• e, 9- INTERMEDIATE CONTOUR i '' 0 WATER SERVICE 7 3 f E I! Y:r ►tea i'+34.92 E I +77.22 SPOT GRADE g 5s� •31? 38 3. I I� 51 WATER METER INDEX CONTOUR (I I€ 8 =35,67 01 GAS GATE co GAS SERVICE dw= DOORWAY ELEVATION i 3M.a.1 P! r 3 g _2e GAS METER tc= TOP OF CURB ELEVATION 32,4° # LIGHT POLE/LAMP bc= BOTTOM OF CURB ELEVATION 3 g l 1 • w. , j i I `� UTILITY POLE ts= TOP STEP ELEVATION € 1 +33`95 g 34.44 ' 05 SIGN POLE bs= BOTTOM STEP ELEVATION t 1 t I, ; 33.47 dro=38.3€3 s I3! ✓" �� I ? 10 MAIL BOX st= SEE NOTE #4 c. 7 ;. r r f� r r. r,++34>7s, N BOLLARD CT= CENTERLINE TRENCH 34,55 X 33.00 %1, TC 32 �°, � \ WV BC 3 -...<� 3 � - Architect of Record: . ..• 34 I c g M, 3 �._. ,32,4.7 - \ 34'19 4 _ x.33083 a z 31.28 x TW= 33.1 %�" a s '37.43 � - - BW=32,1 li i WV Ei\ , 1 WV ,gt!,` r,r.. 1 TW2.4} TW=(32.9) w TW=(33.1) N 32 0 R BCC--31.5 € BW=(31 8 N N BW-32.13 32.05 3,157 33 Z< r g I \ ) to _ `. •. F"',..°e'°. . 3rd gr 4i I > c. H.P. 32.2 rva ' .___W ___ .. _. E , 1 C=33.00 > r 39,;(7 i'1 31.60 �,.... 3 4 - - €F < E 33C>7i I I v�'//� t'J; '/ . . I: f's'✓s. ;^ }"! r " f, $.. f a Fx IM=32.50 "I I I g Fa �: a• '" ��rf/. . �I € E Gj 3 3 �xg0ry r .e.a T y sT $tea 2 ! .d'1 75 i / I {EAS.rw.•,#� 1 E6 ..t 4/.''. `£` ra<£. 3t 3 E I Ee' 34_55 L ,r e• N Y < 74,29 I - .;3.74 I � <> r � SITE PLAN REVIEW � -+ TC-3�f�9 w.w c��3 .3z.8;� ��-�a�,.� �, £ ;3�.�, ; - BC=33.10 I 34,28 NOT FOR CONSTRUCTION �I I ts3�8 r, TC=30.78 s 3 NMI . . I . . I . . I . .,.11. . , 8 �.43 LA f'` BC=30.28 E 3184 34<24 w '^� 33- + ' Drawn: AMT i . l . . l . . l . . l . � l � I I a� X77 �> p I 31.60 X 3<.7a. Checked: SRG .; I PO I s r a +32..37 1 �I 31, I . f I v TC=30.44 ♦'+ �� Il 1 i I I RIM=30.4 , <>� 31.60 30.90 t g Scale: AS NOTED 30.85 i r 3 729 r "'31^59 3-3,00 +32.4 r , a Key Plan: F 330 77s-32 4y t ! s I W V 35 31,L5 Z I 3• .29 38.65 1 1 I @ e.,^gi 3.23" /� I O05 IL , /� : 6L +..t�.t`✓. 'fr W"_ 34,.31 f ` r 78 A5 34,4Z } , ...>:.,_ '^b. '340 Pel«-- , r x i rPf �,�>....�.,> 4,"e;" M x �66 t r k5' 33v enyq�sp 7jZ p! O. 2 '.M3lY• .\...)i.• 3.d.teJ -3.,54 j` .3D.7, ff ..mn�i>� 1-33,"TY,i ":(3 S € .�,1�� ^� t I S llVto 54 ` 32 .... 35,80 _...._ .q__._'.___.._..___. r _.. I / t 3�31.sn 31.60w N t @ , -; +32,8+4 +32.73 312<33 +3i<ttt> I /f 3 ' I� g I 281621 Y >vE a= I Project Name: a TC=30..90 x St . Joseph 's RIM=30.40 r.. TC=31.50 `�- �€ ®RIM=31.00 � ;'� I I 1 - 1E 3Redevelopment r �-a -,; E 2:.4.2 1 ,�� 3 r € E .�7.C3 9 E C +31,17 Mixed wi46 th: 30901- 190.35 _ -- --- Ixe Use wIt Neighborhood Commercial I 30.80 3,.40 �-0 r24 .---" 30 = - i u_,. - -- +2 . 0 t -- -- - --------- -- - - (� TC=30.78 0 = g ,F 3 135 Lafayette Street TC=30.80 TC=30.80 -'' RIM 29 50 f - TC=:�7 e BC=30.28 , r t r € i BC=30.30 AM 65 BC=30.30 � �' 25 ��� i �� E I f E4 31J,�• ., q.,f ! -31,68 ' 30 .. .. � : :,r 23<t41 CONTOUR Salem M A N a s r F,. W; 25.49 29 'J Wy 1 PROPOSED INTERMEDIATE^ 1` X31`335 3i> PROPOSED INDEX CONTOUR �0 30.rte r: € € 130 F M 4€$ E $ E 3 C M I.. 30.03 , r r rrd/�'f °f:r f;r , s �f ( �'�`'�' '� 1 � 130.0+ PROPOSED SPOT GRADE �. � a3-� -- � = 30 � , v.P� _ o.; � ,�> ,�r���;�,���� A � g I Sheet Name (D 0`>F T(C=(30. ) BC=30.03 Z3 Bic=(30.2 ; I + (130.0) + EXISTING GRADE TO REMAIN (n ( i s ✓ (U , !s g f rI r I "ws TW=131.87 3, d C.3 ' fr r,,;rf rr< s .> 1 gyy= + PROPOSED TOP/130TTOM OF WALL NOT FOUNDATION j €�.: �' s /rr�/ s: �� ' > 130.50 ( ) / MN - g; +31.34 __ 1 -- �. 3 .E, �. ; - / GRADING �r , i 83° i TC=131.87 + PROPOSED TOP BOTTOM OF CURB ! t d,,' F , ✓% r BC-130.50 a PROPOSED TOP WV fF �Y; 3 TS=131.87 % r• BS=130.50+ /BOTTOM OF STEP PLAN 1 , '� 'r`r � / �'' %% ✓'/r�d��'P RIM=130.20 + PROPOSED RIM ELEVATION (V.I.F.) €CY) 30 CO Y +30.72 3 30.46 +3u">2� +29.83 �� . w PR POSED LIGHT FIXTURES (SEE ELECTRICAL) % I � ( Y'' � I NOF M,q ,! \ SS f 1 I o�� ANDREW 9�y� + _....�-�` .,.- P M. �� u TC=28.50 �" TC=3100 ✓ 1 TRUMIAN i_ TC=29.50 RIM=28.00 �'% ;r g 1 g �' No. 45505 � � � � `t BC=30.50 - Ap ff °'y _ __ ________._ � rr 1 � ® Jct r ' gE M 29 t ,f ® s Pro Number: m d. - - ? �y E � e i , 31_48 <^9 y! 27.E . / L R < 3��� r'':P.�. � ..r �°"". z�9.�ww .-�'��.c c�..,_ r,� ! r _ r < __ 2731 7 r 3 2T 64 3 1 26<6;_ 26- � � . .. �. _ m ... wv . . . / 27.47 1 MN x,4.34 26006 �., � X8.44 7:�€"3. _w.�_. .�._6 W ._W___.�.�_-�.�_____ ..�.____�•�1�__.�. __�__ a lo�g� � � Issue ate .e O I O - �� # �. � 1� _ CY) - � .$r '�' -� July 30, 2010 CD L0C) CD ��I GRAPHIC SCALE N _ _ _ _. _.__ _ ____ _ _._ _. r�._ __ _ �__ _ __ .______ .___. ____ __� _ -- �. _._._.._...___.___._._..__.._.., __ _<..______._._._ ......_ _W._____ .._ _.___._ ___._ __ _ __ __.__ __._ _. ___._.. Sheet Number. 20 0 10 20 40 so Q 75 O tztt N I g €, ( IN FEET ) 0 '`' 1 inch = 20 ft. � � I it RANITE CURB NISHED GRADE 1" RADIUS SCORE JOINT 6 FINISHED GRADE r CONCRETE PAVEMENT 6" REVEAL (UNLESS OTHERWISE STATED) 6 X 6-W1.4 X W1.4 WWM �/� SCORELINE ,'� TRANSITION SEE PLAN PAVEMENT ' 6» CURB (TYP.) 8" ■ PLANTED AREA OR 18" - the a rc h i tect u ra I team MASS CONCRETE /� OR MATERIALS SEE PLAN 2" WEARING 2" BINDER PRECAST CONCRETE CURB SIDEWALK (SEE PLANS.) PAVEMENT /� �/ COURSE COURSE _ 1.14 q r y O —d& CONCRETE WALKWAY ��� L 1.14 �• /� �� sannaocaa o .arn 6' 6' ` P SEE PLAN !•',q " , 60000 r 6" ,� /- , (MIN.) FACE OF The Architectural Team, Inc. .i ••w .f. ' '• y.+ �• / C,J�t�J�`~� MIN \ Q c + �Vfl 6" MIN. CURB r tat :.. • ,r :: :.,.: .., .. .t ,� a CP� L/ ,c � , > � ;4 50 Commandant's Way at Admirals Hill " • Ci © \.\. �? o DETECTABLE WARNING STRIP • •_ ca r� , C)OO C.I.P. TRUNCATED DOME ,,,•.'• •_:" PULVERIZED PAVEMENT c` 6 0 i C3 /,. % (a , O ,2 ° °� ° s ° AVEMENr Chelsea MA 02150 .'�' '' :� :~�;•: . ::: .: - I+ • " OR 12 GRAVEL BASE o• ' COMPACTED GRAVEL ,>ei�i c> //� c> :. _ f %�\ T 617.889.4402 `.. NOTES: �� •.•':`••:•,:,• ''• '::..'•..•• ,.•,,,•',• '• :.••'..• •,� '-�1•-`=1�t'"" `r��_�-jam 4 CONCRETE BACKING 1 '• � ' t �_ } t F 617 884 4329 1. DIMENSIONS SHOWN AT EDGE OF ROAD ARE FIXED. i}--1 2. RAMP CROSS SECTION TO BE SAME AS ADJ. SIDEWALK; GRAVEL BASE GRAVEL BASE I.E.: DEPTH OF SURFACE AND FOUNDATION. WWW■architecturalteam.com '• '•'% � ''•'�•`•`%�•� "''•'''`•'�•••�'••'• %• ••••� • ''�'•: : 10" UNDISTURBED OR COURSE MATERIAL 6 COURSE MATERIAL 3. NO RAMPS TO BE PIACED BEHIND STOP UNE. ` \ COMPACTED SUBGRADE 4' DIMENSIONS ARE SUBJECT TO CHANGE IN FIELD. ALL :SLOPES COMPACTED SUBGRADE COMPACTED SUBGRAIDE AND DIMENSIONS TO COMPLY W/ ADA REQUIREMENTS. 02008 The Architectural Teem, Inc. 0—alTUMINOUS PAVEMENT 2 samiote5 PRECAST CONCRETE CURB 3 INTEGRAL�CONCRET�EC URB 4 VERTICAL�GRANITE �CURB 5 CURB �W�TAND�RA�MP�...... Consultant: NTS NTS NTS NTS NTS Samiotes Consultants Inc. EYE SCREW Civil Engineers+Land Surveyors CABLE CLAMP S MICE O.D STEEL 20 A Street Sf Framingham,MA 01701 T 508.877.6688 F 508.877.8349 www.samiotes.com NEW 34" BLACK OR R@VI$IOrI: DULL GREEN RUBBER HOSE TIE STAKES TOGETTHER WITH GUYING CABLE THIROUGH EYE SCREWS 1'-0" RESERVED `° r woND PANEL Architect of Record: v PAINTED TWO COATS MIN. STAKING DETAIL PARKING VAN 1J 0 Ob STEEL STAKES ACCESSIBLE 4 PER TREE SIGN CLEARANCE MIN. 5' WRAP TREE WITH SPECIFIED CLEARANCE FROM FINISIHED WRAPPING MATERIAL TO THE PAVEMENT LEVEL TO BOTTOM HEIGHT OF THE SECOND OF SIGN. LOWEST BRANCH o ;n SET BASE OF TRUNK SITE PLAN REVIEW 1 HIGHER THAN FINISHED GRADE NOT FOR CONSTRUCTION POST 0 Ili" x 1f` 14 GAUGE, SIGN POST j ® GALVANIZED STEEL TUBING WITH ® J"O "KNOCKOUT" HOLES;, ON TEMPORARY SAUCER 0 ALL 4 SIDES. Drawn: : AMT 3" MULCH FIMISHED GRADE 0 SET BASE OF TRUNK Checked: SRG THAN 0 jr x 3" NUT & BIOLT NUT I � ' ( � I i I j " I € I ( i FINISHED GRADE TO BE TACK WEL.D)ED TO 1 PREVENT REMOVAL i_ r' I \ _`. �� 3" MULCH . .. 3 � j j Scale AS NOTED IM NISHED GRADE ; ... I I I Ems€ j CUT AND REMOVE BURLAP ,';." YPlan: /(SEE SITE: PLAN) ; -- / ,•• ,`?•'•. ... •..,fi.._ I DELETE TEMPORARY SAUCER FROM TOP 1 3 OF BALL .3 f IF NON-BIO EGRADABLE FINISHED GRADE 1 � Gr — IF IN PLANTING BED I = !! II MATERIAL, REMOVE ENTIRELY : �.r I 1=1 ME 2"x2" 14 GAUGE, PERFORATED, �, I� GALVANIZED STEEL TUBING. WITH I I "0 "KNOCKOUTS" HOLES ALL 4 I yr ?- '; STAKE IN UNDISTURBED CUT AND REMOVE BURLAP s"4 I SIDES. � , SUBGRADE. DEPTH TO BE FROM TOP 1/3' OF BALL iv MAIN. 1/3 TOTALFIE IF NON-BIODEGRADABLE , i . MATER REMOVE ENTIRELY ' _ IAL.. C I 1 E PLANTING MEDIUM VI MIN. SIGN N0� ON TRON � 3ELCAIJPER ORPGREATER UER USE SEDGUYINGEXCABLEs. SPACE PLANTS As INDICATED I ON DRAWINGS PLANTING MEDIUM j AS SPECIFIED TELESCOPING-BREAKAWAY HANDICAP SIGN TREE GUYING/STAKING SHRUB PLANTING Project Name: 6 7 8 9 NTS TRAFFIC SIGN POST NTS NTS St. Joseph 's "° Redevelopment 1.DESIGN SLABS FOR H-20 LOADING 2.SEE DRAIN MANHOLE DETAIL FOR GRADE FRAME AND GRATE CONSTRUCTION RING 3.MANHOLE DESIGN SHALL CONFORM Mixed Use with Neighborhood Commercial TO ASTM C-478 FOR "PRECAST g •d REINFORCED CONCRETE MANHOLE TOP 4p: SECTIONS i CONE 4.CONCRETE SHALL BE COMPRESSIVE 1 35 Lafayette Street o STRENGTH 4000 PSI TYPE II CD CEMENT Salem M A i • 3 Z •• 5.REINFORCED STEEL SHALL , 4.8.0 CONFORM TO ASTM A-185 ctt 6-JOINT SEALANT SHALL BE EXPANSION JOINT (TYP.) �•• PREFORMED BUTYL RUBBER Sheet Name: MASTIC TYPE SEAL THAT COMPUES FLEXIBLE BOOT 48r0 "' WITH AASHTO M198 OR SYNTHETIC RISER ;• CONNECTOR a' SEALANT 1 4' FILLET SEE SITE PLAN SECTION A WITH ASTM C-443 OR C-361. RUBBER GASKET THAT COMPLIES / FOR MATERIALS 7.MANHOLE SETPS SHALL BE STEEL CIVIL PREMOLDED EXPANSION JOINT FILLER DETAILS D �� REINFORCED COPOLYMER c'0 GREASED STEEL DOWEL (1/2" 0) TOOLED CONTRACTION JOINT EXISTING VERTICAL POLYPROPYLENE PLASTIC PER O BROOM FINISH CAST-IN—PLACE CONK. PAV'TLI-T GRANITE CURB TO TASTM C-478, PARAGRAPH II M 4,000 PSI WITH FlBERMESH BE ADJUSTED IN PROPOSED EXISTING O REINFORCEMENT FIELD INVERT INVERT REMOVE PORTION SEE PLAN LO SAWCUT SAWCUT C\IQ d i�l " " OF PIPE NLN INVERT WITH BRICK AND OF kJ4 S MHD TYPE B CURB RETURN EX. ANDREW Q 4 (TYP.) DIA. ` M. Gs E J l SAW CUT EXISTING PAVEMENT 4 TR WHERE APPUCABLE 8' x ' ,' v r Y$ti ., t `F`t 8' " No. ,E 505 � ,��:��•oma`�� �`� _>_� �,� , , - - 15% SLOPE MIN. • ' r L a eA y, MIN. gIVIL �. ,. Project Number: r , �° U FACE OF R EDGESTONE 6 REINFORCED CONCRETE c MANHOLE RING SHALL E �-_. C� i / 2 731 WARP SMOOTH 1" UP SLAB (POURED IN PLACE) BE KEYED INTO CONCRETE N6A fn EXISTING 10" IF UNREINFORCED 1 5% DRAIN UNE Ei�l, j WHILE CONCRETE IS STILL WET i Q FINISH GRADE ` �� •,�`��- ���./,/i. /i.�/ //i�/ ii /i /. h //� /> : � > ROADWAY A PORTION OF EXISTING PIPE PIPE TO MANHOLE JOINT TO BE Issue Date: LO p COMPACTEID GRAVEL BASE f TO REMAIN IN PLACE TO SEALED W/ BRICK do NON—SHRINK —� FORM MANHOLE CHANNEL SECTION A—A MORTAR. M (nI COMPACTED SUBGRADE (ENLARGED FOR CLARTT1r7 COMPACTED EXISTING GRADE WHERE POSSIBLE July 30, 2010 o LO T- M N CD N GRANITE CURB N CORNER Sheet Number: a � DRIVEWAY CURB CUT DROP OVER MANHOLE DETAIL N 10 BROOM FINISH CONCRETE WALKWAY 11 12 NTS NTS NTS cz (D 0 FINISHED GRADE FINISHED GRADE FINISHED GRADE \/ V CUT FOR i'\�/ V CUT FOR 'f\/j 'V' CUT FOR NO LEDGE OR ��\ EARTH EXCAVATION NO LEDGE OR o��\ �— EARTH EXCAVATION �'�\ �— UNEXCAVATED UNEXCAVATED GRATE GRATE EXPANSION NO LEDGE OR EARTH EXCAVATION MATERIAL SHALL VARIES MATERIAL SHALL BOLT JOINT UNEXCAVATED / / LOCKING MATERIAL SHALL / VARIES PROJECT BEYOND PROJECT BEYOND 48 1/8" BAR PROJECT BEYOND THIS UNE (LIMIT THIS UNE (LIMIT THIS UNE (LIMIT BACKFILL the a rc h i tect u ra I team OF PAYMENT UNE) \ BACKFILL OF PAYMENT UNE) \ BACKFILL �a � �° ° ,.� _ ' ,� � OF PAYMENT UNE) \ " �° �. \\\ •�, v. •' • • '/ \ \\''/ \ �\i'- °'.' a � ;� °:, � ,. \\,,- \\\,-' -�, v•' -. :• ,, •; ' /� 36' PERFORATED HDPE PIPE .�� "- • - - \/�\ 12" MIN. �i / \'/i'\ 12" MIN. < . a a. ' \ �,/� • . ; .. ,• ��\ 36"x12" HDPE �/ .,��/\ �/ j'\ ,-'` ° ° \. �\� • .;: ., ', .L -- ,, \%\\ 12 MIN. FABRICATED REDUCER SELECTED BACKFILL °°. ° .a. \;/ \� -f• , •. .,• i /r SELECTED ,/'� ..'t ,��, , /��. � . 4w \ /� 12' HDPE The Architectural Team, Inc. SCREENED ���: /�\ X6 PIPE EMBEDMENT G�+� \,. f� PIPE MP — (��/� `\� °-. , �. �� MATERIAL t PIPE 50 Commandant's Way at Admiral's Hill • CO ACTED MUNCHING "• \ • COMPACTED HAUNCHING— '%''/% • . • `''//, USE BEDDING MATERIALS ' r% D/2 \� a s \ PRECAST �\/ \� a _ BEDDING MATERIALS \ '" CHANNEL \// ' ' �\//. USE BEDDING MATERIALS Chelsea MA 02150 ° •° /��/�' 4" MIN. COMPACTED /% ' %,,\�. " :a°. `.s °. . -\� �''% ° •o / '%` 6" MIN. COMPACTED 1 7. .�t4O2 \\ - ° D/8 OR 4 MIN. \ \,,' \\ _ ° \\ \ 61 889 o /�/ BEDDING MATERIALS ':// �/' �\ m ;.' 4"' `', : o BEDDING 'MATERIALS \ \ - a F 617.884.4329 /' � �\ ,'�•• .\+ °r •`,.� / °. '< . \� CONCRETE �•'\•% ` \ ` 4-1 � UNDISTURBED OR � UNDISTURBED OR i WWW.arc111tecturalteam.COm I! �\/ �.` \�" %,, �, �l � /\ UNDISTURBED OR 12" PIPE 12" COMPACTED SUBGRADE 12" 12" COMPACTED :SUBGRADE ,`\,,�`l��f�/�\\���\/�� ��,\��\ �� � 12• PIPE 12. COMPACTED SUBGRADE 7�" WASHED STONE 02008 The Amhi aural Team, Inc. O.D. O.D. !:ENCH SECTION- PVC GRAVITY PIPE TRENCH SECTION - C•LD•I. WATER PIPE TENCH DRAIN TRENCH SECTION- RCP PIPE 12� x 36� HDPE TRANSITION Consultant: • 12 3 4 5 NT5 NTS NTS otes Samiotes Consultants Inc. Civil Engineers+Land Surveyors 20 A Street Framingham,MA 01701 T 508.877.6688 FRAME AND GRATE F 508.877.8349 Revision: ,a—sam"'t—com — FINISHED GRADE MORTAR ADJUST TO GRADE MANHOLE FRAME do COVER �•. W/BRICK MASONRY 'C 4 (2—COURSES MAX.) 8• 24• 80 A ' - FINISHED GRADE _ 2'-0" _ SQUARE ' . MORTAR PRECAST CONCRETEADJUST TO GRADE WITH CONCENTRIC CONE 20" ° ,� BRICK MASONRY (2–COURSES MAX.) 3'MIN. VARIES Architect of Record: RISER SECTION MIN. PRECAST CONC. LEVELING NOTE: CONTRACTOR TO EXCAVATE EXISTING SEWER PRECAST CONCRETE 1RINGS – AS REQUIRED TO 6" MIN. BELOW OUTSIDE BOTTOM OF PIPE. N ' PRECAST CONCRETE CONTRACTOR SHALL THEN POUR CONCRETE BASE BRANT 5• MIN. ° ECCENTRIC CONE SLAB, MIN. 5'-0" DIA., TO MID–DIAMETER OF EXISTING � BUTYL RUBBER TOP (3' TO 4' LONG) SEWER WHILE CONCRETE IS STILL WET, CONTRACTOR VALVE BOX k COVER " JOINT (TYP.) MANHOLE STEPS SHALL PLACE PRECAST MANHOLE SECTION ON BASE °. 4'-0" I. D. UNLESS OTHERWISE NOTED . ° 12" ON CENTER (TYP.) OVER EXISTING SEWER WITH NOTCHES TO FIT OVER FINISH GRADE ° 10" MINIMUM WIDTH EXISTING PIPE. WHEN CONSTRUCTION OF THE MANHOLE o® a IS COMPLETE THE NEW CONNECTION INSTALLED AND 1'-6"MIN. UNDISTURBED OR OIL INTERCEPTOR BUM RUBBER JOINT (TYP)i TESTED FOR LEAKAGE, THE TOP OF THE EXISTING SEWER 1'-10•MAX• COMPACTED SUBGRADE HOOD F PRECAST REINFORCED SHALL BE REMOVED AND THE REMAINING PIPE 3"MIN (TYPICAL) 4'-0" I. D. CONC. MANHOLE RISER WILL SERVE AS THE MANHOLE INVERT. \ \ \\ LESS NOTED OTHERWISE SECTIONS — AS SHOWN • (MIN.) FLEXIBLE BOOT CONNECTOR rr " 5 D.I.M.J. TEE /j��e BRICK SHELF ELEVATION SAME AS "r,. 4 MIN. ;a CROWN OF HIGHEST PIPE _ 6 MINIMUM SITE PLAN REVIEW " A 18" MAX. TO PRECAST REINF. CONC. � , ;r, " MANHOLE BASE SECTION SLOPE 1" FT. PRECAST MANHOLE SECTION �,' 6 GATE VALVE h TOP OF BENCHING / a SET OVER EXISTING SEWER ;` 4-0 • ' • FLEXIBLE BOOT CONNECTOR ��, 6 D.I. PIPE WATER MSN NOT FOR CONSTRUCTION "�\, SUMP 8' • PRECAST SUMP \/` " d n SECTION PIPE INVERT CONCRETE FILL PROPOSED CONNECTION Y\ A . , . + 6 12 MIN. CRUSED 6 " " —— \,® .a a. \`\�\r ' a STONE OR GRAVEL °Y' coNc. FILL AS READ 6 MIN. 'S Drawn: AMT .. Q. " . �r, •'' ' CONCRETE THRUST BLOCK 1 BEDDING B . 6. MIN. 12 MIN CRUSHED ° \a ,� �\ �, 1 STONE OR GRAVEL / POURED CONCRETE BASE MIN. 1 6" MIN 1 BEDDING \ 6" BELOW EXIST. SEWER UP TO 2 3/4-DOL TIE RODS BEDDING Checked: SRG UNDISTUR v; ICAL• SEE NOTE! MID–DIAMETER. UNDISTURBED OR COMPACTEBm OR �� _ . :. . , 7 .;..'.: (M ) COMPACTED SUBGRADE 12" MIN. SCREENED GRAVEL • 12"X12"X4" CONCRETE Scale: AS NOTED SUBGRADE T \ ,\\ BASE. 1/2 CU. YD. BASE (DO NOT BLOCK SECTION B—B SCREENED GRAVEL DRAIN) OR CRUSHED STONE Key Plan: 6 CATCH BASIN PRECAST STORM DRAIN MANHOLE CONNECTION TO EXISTING SEWER LINE 9 HYDRANT 7 8 NTS NTS VARIES –f CONCRETE TO SPRINGLINE I 45•WYE Project Name: n REMOVABLE PLUG. _ St. Joseph's FINISHED GRADE 45 ELBOW Redevelopment 'V' CUT FOR ' NO LEDGE OR ���\ �— EARTH EXCAVATION –� - �, �, \;,' Mixed Use with Neighborhood Commercial UNEXCAVATED / STANDARD 3 OR 4 FLANGE (AS REQUIRED) MATERIAL SHALL VARIES a `` \ - 91 CATCH BASIN FRAME do GRATE E. L LEBARON PROJECT BEYOND fF • Cn 0,1 ', 4 _. a � LV 2448-2 OR APPROVED EQUAL _ 135 Lafayette Street THIS LINE (LIMIT \ 8 OVERLAP BACKFILL cn �,""y. ' 6" 6" , OF PAYMENT LINE) (MIN.) w PRECAST CONCRIETE MH BASE � ��`�,•_" �' - 7 FLAT TOP WITH 3 ��� - •, c CONCRETE ENCASEMENT 24'X48' OPENING Salem , M A ..' ; \ - - ; ; ' \\//\ 12" MIN. _ ti (H2O LOADING) 'l'' fi RISER PIPE DIAMI ER SAME AS MAIN LINE Sheet Name: '• '-. f•.:, / a CD WRAP PIPE IN \/ •` 'f _ / \�` 'a �' 4, ° ° FILTER FABRIC .' .' / SELECTED BACKFILL _ _ a PRECAST CONCRETE a i = MH RISER SECTION BRICK COURSES AS REQUIRED FOR COMPACTED ,�\/ N, \ \ �' BACKFILL (L PIPE �'' i ° GRADE ADJUSTMENTS (2 MIN. 12" MAX.) CIVIL l �' `{ LONG RADIUS 90 ELBOW D ,/\/ 3/4" WASHED STONE FRAME TO BE SET IN FULL BED OF MORTAR - - \ C � \ • \ G �' INV. DROP =SEE PLAN DETAILS co / / \ ( ) s, \ O :/ ��a- . ` - SLOPE M \� ,c�' \1C�r� � t \\ 6" MIN. . O Jr, 4. N ��/ /// //////// / _ CONCRETE FORMED INVERT 5 DIAMETER CATCH BASIN OF Mqs UNDISTURBED OR ,�v ANDREW ti BARREL & BASE SECTION ?� G COMPACTED SUBGRADE = P PER "TYPICAL PRECAST M. E 12" PIPE 12" CONCRETE CATCHBASIN DETAIL o TRUMAN O.D. CRUSHED STONE OR GRAVEL BEDDING " No.a45 05 C/) /sProject Number: Z �CNAL TRENCH SECTION - PERFORATED HDPE PIPE DROP MANHOLE (DIA=4') DOUBLE GRATE CATCH BASIN \- ` a - 2731 �, 10 (jD__P2TSIDE12 a � NTS NTS Issue Date: 0 0 M July I 30, 2010 �� Y O co N O Sheet umber: N 6 >, O O at -7 N U � d ■ L 1 I i the architectural team ENTRANCE CORRIDOR OVEP AY DISTRICT LINE _ (SEE NOTE g12) `'-- --- The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com 02008 The Architectural Team, Inc. Consultant: samiote5 - 3 -- Samiotes Consultants Inc. i --1• ""`---- ..____..• Civil Engineers+Land Surveyors 20 A Street I Framingham,MA 01701 T 508.877.6688 F 508.877.8349 i i I .•+,. www'samiotes.com Revision: 3 3 i H ' 1 �'j ta3� 1 L 3 Architect of Record: ii 3 3 3 , c .-+ •, s - ilii ii E li I 1 I �- ITE PLAN REVIEW i 4 -- ' NOT FOR CONSTRUCTION 3 I 7 i Drawn: AMT, ii i .—. E Checked: SRG 1 Scale: AS NOTED o ` Key Plan: W co 'Z 1 i 0 is q: _= 1 i ! j It i E Fi E 1 � iii i i I! 1 Project Name: St. Jose p h s ij RedeveIo p ment Mixed Use with Neighborhood Commercial 135 Lafayette Street i 41.33 Y Salem , MA VAN VAN € O O Sheet Name: ♦' 8.00 19.17 v 3 i rz E—One HM100 feet i width : 8.33 Track 7.50 TURNING MOVEMENT : 0 Lock to Lock Time : 6.0 PLAN Q lL6W Steering Angle : 40.0 � � 1 M 1CD CM_• i CM OF S ANDREW qyG E o iRUMAN U) " No. 45505 �FcVIL /S Project Number: UL 2731 T o Issue Date: o �� ______ ��_- �_ ____m. July 30, 2010 oM 1 1 cr� N _ _ _ _ ___�___ _ _ _ _ _ _ _ _ GRAPHIC SCALE N _ _ _._.___ ___ ____ ._._._._._____._.___ ___ ___.__- —� _ _ _____ Sheet Number: 3 20 0 10 20 40 so O i S i 3 tat i a� ( IN ter ) Cn o I � � I 1 inch = 2;0 ft. � 5n 1 H 0- i - the architectural t The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 �- www.arc t hl ecturalteam.com 02008 The Archftctuml Team Inc. H 27 HATFIELD YEW 2' 0/C A R B 0 R / ED 0� AK _4 �P�b��c ~"''So' ode) Consultant: R E LAWN ```--�--- Samiotes Consultants Inc. Civil Engineers+Land Surveyors EXISTING CONDITIONS LEGEND 20 A Street ® HEDGE CA TCHBASIN wwwv Framingham,MA 01707 �� @ DRAIN MANHOLE LEDGE �,�m=� T 508.877.6688 5 HALKA HONEYLOCUST Qs SEWER MANHOLE RETAINING WALL F 508.877.8349 TELEPHONE MANHOLE DECIDUOUS TREE 8 BLUE CHIP JUNIPER — MISCELLANEOUS MANHOLE CONF7EROUS TREE ReVI$IOn: www'samiotes.com i "'- _ ■ AREA DRAIN --O—O— CHAIN LINK FENCE == I HYDRANT -°—° WOOD POST FENCE i WATER GA TE BORING • WATER SERVICE -------------79 ------- INTERMEDIAIIE CONTOUR WATER ? INDEX CONTOUR 24 BLUE CHIP JUNIPER � GAS GATE +77.22 SPOT Gl�ADEE , I GAS SERVICE dw= DOOR WITY ELEVATION s a tc= RB LEVA71ON / ❑ GAS METER TOP OF CU E f i # LIGHT POLE/LAMP bc= BOTTOM OF CURB ELEVATION UTILITY POLE ts= TOP STEP ELEVATION SIGN POLE bs= BOTTOM STEP ELEVATION i i f 10 MAIL BOX st= SEE NOTE #4 • BOLLARD CT= CENTERLINE' TRENCH Alt E wLAIN LAWN Architect of Record: ti Cn INTENSE LOW PLANTINGS TYP. 2 HALKA HONEYLOCUST 5 VILLAGE I I I GREEN' ZELKO VA 1 BLOODGOOD PLANETREE ; a M w 10 BLUE CHIP JUNIPER i 2 COLUMAN TREE I 10 BLUE CHIP 7 RED MAPLE INTENSE LOW JUNIPER SITE PLAN REVIEW I - PLANTINGS (TYP) LA Lv WN -- -- w NOT FOR CONSTRUCTION IQ 6 BLUE CHIP JUNIPER c I `i I 3 Drawn: AMT c� Checked: SRG ::JI Scale: AS NOTED 1 FLOWERING 13 MAPLE. JAPANESE 6 BLUE CHIP JUNIPER Key Plan: W , DOGWOOD CUTLEAF i (f) 'Z 6 BLUE CHIP JUNIPER g I 0'J I 2 LEGEND: IQf i w I EXISTING TREE TO REMAIN W I I O PROPOSED TREE Q Lii 1 Pro'ect Name: L 6 BLUE CHIP JUNIPER 26 BLUE CHIP JUNIPER A 2 -J i St. Joseph's (n ° PROPOSED TREE Redevelopment Mixed Use with Neighborhood Commercial 13 BLUE CHIP JUNIPE I O PROPOSED PLANT LAWN 6 BLUE CHIP JUNIPER I -- — - -------- -- 6 BLUE CHIP JUNIPER 78 HATFIELD YEW! 2' 0/C 135 Lafayette Street t 3 - - - - - - i Salem , MA E I Sheet Name: Cn 0 I I 74 HATFIELD YE 2' 0/C PLANTING 0 0 31 HATFIELD YEW 2' 0/C ( PLAN Y/ M CD LO \1 OF'ass ANDREW qcy� I MI. I i TRUWAN " No. 4E5505 � F-/S1 � Project Number: _ - _ s'TE C-) MIAM 2 BLOODGOOD PLANETREE - (� { /� �' 2731 r o aN�i i 31 HATFIELD YEW 2' 0/C Issue Date: N O II M � D 0 W (Public N 40' Wide) S T R E E T O I 3 VILLAGE GREEN ZELKOVA July 3 O, 2 010 T L N o I GRAPHIC SCALE N �_,— __._. .___ _____.____.� �___ _ �_ Sheet Number: N L1� 20 p 10 20 40 80 O 2 (1::3, i 3 IN FECzET tat � 6 -0 _ 1 I I 1 inch — 20 it~ • L- " 1 I tat the architectural t The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com 02008 The Architectural Team, Inc. Consultant: 175'-0" 50'1 75'-0" 50'-0" .01 CL CL BR BR M. L BR M. M BR M.BR BR Revision: CL� �CL -Lr,-AL B B IK O BRBRUD 00 BR Q 0 B00 B ZB COURTYARD02 BED 00 00 o 0 Architect of Record: 00 Oo 2BED oO K K K I UD UD 2 BED LU Ell L UD CL _ 3 BED "P CL DEN i IC BR BR CL 00 I I po Oo 00 CL K L K SITE PLAN REVIEW LID ° � NOT FOR CONSTRUCTION UD � 1 BED 2 BED 1 BED 1 BED Drawn: MKM BRJL3BI UD BR BR BR Checked: EB j UP m D o o B 0 Scale: 1/8 = 1'-0" 0 0 9 0 Ao K Key Plan: BR I O 1BR DEN L� B B fB ELEC. ROOM L — I TRASH/ JAN ELEVATOR LOBBY MAIL PROPOSED PROPOSED PROPOSED COMMUNITY SPACE RETAIL SPACE RETAIL SPACE 1,000 SF± 2,000 SF± 1,800 SF± Project Name: i MANAGEMENT St. Joseph's OFFICE Redevelopment Mixed Use with Neighborhood Commercial E CD17) iks U 135 Lafayette Street (0101 \A1 Salem , MA N CANOPY � ABOVE N Sheet Name: 0 0 QI First Floor Plan �_ 10 FIRST FLOOR PLAN O 0- 0) c iC L_ - Project Number: m 3 c 7 L Issue Date: L0 Q O 0 Co > July 30, 2010 C) N Sheet Number: N >, 0 0 Al 000 '0MI i I- 7 N L i the architectural t The Architectural Team, Inc. 50 Commandants Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com 02008 The Architectural Team, Inc. I Consultant: 175'-0" 01 50'-0" 75'-0" 50'-0" lo CL CL� BR BR M. L BR M. M BR M.BR BR Revision: i CLF7 CLL B � y Ii B Q I B B O O BR BR O BR � Q O ° ° �v 11 B 00 B B0 1 o° 2 BED K 100 00 uD Architect of Record: 00 K 00 n o0 K I 2 BED UuD 2 BED p K UD 3 BED CL cL ll DN CL C . BR BIR CL UP7 oOI 00 Oo o0 K K L'° D CL �° SITE PLAN REVIEW uD Up NOT FOR CONSTRUCTION CL M 1 BE O 1 BED BR UD UD BR BR 1 BED Drawn: MKM 2 BED 0 o BR 2 BED Checked: EB 0 cL cL 0 Scale: 1/8 1 0 8 UP O o _ 8 n _ �_ n 2 BED o ocl CL K BR BR L=— LAUNDRY Key Plan: O L o o L O 0 0 TRASH JAN. C �CL B ELEVATORS O � till �0 r ° 111 010 BR 0 00 LUL "— 0 UD B 0 ELECTRIC OV OV 0 I F= < I— ELECTRIC B � B 8 C K K LB 2 BED L cL a O cL / / L I UL— L 2 BED C L o ° oo C UD 2 BED 2 BED Project Name: HP UD BR 1 BED UD UD BR St. Joseph's L BR BR HP BR BR rL BR BR � J BR Redevelopment 7 3 L LI Mixed Use with Neighborhood Commercial U 135 Lafayette Street co Salem , MA 0 Sheet Name: CD SECOND FLOOR PLAN QI 1 O SCALE: 1/8"=1'-0" c� Second Floor Plan 0 O m Project Number: ca0 2731 1 co Q Issue Date: IV: 0 co 0 July 30, 2010 _ o � N U N � Sheet Number: >+ U O Al N 'O ■ Ol � N i tat the architectural team The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com 02008 The Architectural Team, Inc. Consultant: 175'-0" 01 50'-0" 75'4" 50'-0" e. CL CL BR J M. BR BR BR BR M. BR Revision: CL� CL 1 Y\ B B B — OLtQ.) B BR BR Q B O O oO 0. 10, B O B0 00 2 BED 2BED 0 ° ° o K 00 00 q UD o ° K ( � °° Architect of Record: K UD K 2 BED LID UD 2 BED CL W CL CL DN BR C MIC BR BR CL UP- 00 P JMO 11X15 Ll po K 00 K UD UD CL SITE PLAN REVIEW CL NOT FOR CONSTRUCTION O UD WD C M 2 BED 1 BED BR UD UD BR BR 1 BED 2BED Drawn: MKM 0 o BR 2 BED 7 0 Checked: EB 0 CL CL O o _ �P 2 BED ° 0 ecl Scale: 1/811 = 1'-0" 4r—� — 4 CL K BR LAUNDRY BR � L TWO0Key Plan: C o TRASH JAN. CL CL p I ;> L 0 00 Bo ><I ° ELEVATORS 0 0 BR 00 Oo I I O ELECTRIC L � L �� ELECTRIC O B UD B B 8 K C B K O O K g B � 2BED 2 BED L CL O O o p Li o 0 0 o O O CIL L LID C CL L C NA� X X 2BED 1 °� � 2BED Project Name: LID BR UD UD BR' St. Jh'S BR BR BR BR BR BR L I BR L Redevelopment -0 CL Mixed Use with Neighborhood Commercial E CD 135 Lafayette Street Salem , MA W Of Sheet Name: 6 10 THIRD FLOOR PLAN Q SCALE: 1/8"=V-0" coI SN Third and Fourth °' Floor Plan O Project Number: W m 0 2731 E Issue Date: Q o > July 30, 2010 o � N Sheet Number: CV N O C/)IAl m02 Ld cy) Cn � N � � J I I' i the architectural team The Architectural Team, Inc. 50 Commandants Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com 02008 The Architectural Team, Inc. Consultant: ROOF — LOW ROOF FIBER CEMENT CORNICE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FIBER CEMENT BRICK VENEER TRIM AND SIDING o El BRICK ACCENT BAND FOURTH FLOOR _� _ FOURTH FLOOR SOLDIER COURSE HEADER.,TYP. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ o Revision: INSUL.ALUM. r BRICK VENEER WINDOWS,TYP.' El . . . . . . THIRD FLOOR THIRD FLOOR o — — v ROWLOCK SILL, 0 TYP. BRICK VENEER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BRICK ACCENT BAND ` SECOND FLOOR AWNING OVER 0 GLAZING 0 0 0 0 Architect of Record: STOREFRONT STOREFRONT C? v STOREFRONT GLAZING STONE BASE FIRST FLOOR D \ 0 FIRST FLOOR RETAIL OL 20 WEST ELEVATION SITE PLAN REVIEW h SCALE:: 1/8"=1-0NOT FOR CONSTRUCTION Drawn: MKM Checked: EB Scale: 1/811 = 1'-0 Key Plan: FIBER CEMENT TRIM AND SIDING HIGH ROOFgk ROOF FIBER CEMENT CORNICE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BRICK VENEER 0 ❑ BRICK ACCENT BAND FOURTH FLOOR � � _ 0 0 _ - Pro ect Name: SOLDIER COURSE S t. J O S e h�S HEADER,TYP. FIBER CEMENT ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ❑ ❑ C? TRIM AND SIDING ❑ Ll ❑ ❑ ❑ ❑ ❑ ■ ■ INSUL.ALUM. Redevelopment WINDOWS,TYP. tM El ::1 THIRD FLOOR _ ❑ o _ o ❑ _ o o ❑ - - o Mixed Use with Neighborhood Commercial o ROWLOCK SILL, 20 E TYP. f v ❑ ❑ ❑ ❑ BRICK VENEERED L 1 35 La 1 ayette Street Salem , MA SECOND FLOOR BRICK ACCENT BAND Sheet Name: AWNING OVER 0 BRICK VENEER STOREFRONT Q q /,\ STOREFRONT rl r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑, GLAZING Exterior Elevations _- STONE BASE FIRST FLOOR 4- OL - O CD Y L O Project Number: L 10 NORTH ELEVATION 2731 a Issue Date: ti Q r O July 30, 2010 co o � �� N (nSheet Number: tat F1 E N N 01 co, I ■ � N I- fl i i the architectural team The Architectural Team, Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architecturalteam.com FIBER CEMENT 02008 The Architectural Team, Inc. TRIM AND SIDING ROOF z _ _ _ _ _ LOW ROOF Consultant: CP0 .E U-1 ■ ❑ ❑ ■ ■ FOURTH FLOOR D D D ao I ❑ ❑ ❑ ❑ FIBER CEMENT Liu a . ❑ ❑ ■ ■ . . ■ F-1 ELEVATION ❑ TRIM AND SIDING THIRD FLOOR D 0 0 Revision: 0 0 co co v v SECOND FLOOR 0 Architect o Record: / BRICK VENEER f R r ; FIRST FLOOR FIRST FLOOR 40 SITE PLAN REVIEW NOT FOR CONSTRUCTION Drawn: MKM Checked:- EB Scale: 1/811 = 1'-0" Key Plan: FIBER CEMENT TRIM AND SIDING LOW ROOF LOW ROOFgk FIBER CEMENT . . . ❑ ❑ ❑ L11 ■ ■ . ■ ❑ . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ZD RIM AND SIDING FOURTH FLOOR 0 0 0 — — — — — — — — — — — Project Name: p • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ St. Jose h's o BRICK VENEER Redevelopment p� THIRD FLOOR 0 Mixed Use with Neighborhood Commercial ZD ::1 El ::1 135 Lafayette Street N SECOND FLOOR - - Salem , MA O STOREFRONT Sheet Name: ' GLAZING Q ❑ ❑ ❑ ❑ �n , ❑ ❑ ❑ ❑ BRICK VENEER Exterior Elevations FIRST FLOOR OIL ii FI FLOOR RETAIL - - - - - - - - - - O O C .Y L O Project Number: SOUTH ELEVATION .� 30 SCALE: 1/8"=1'-0" 2731 °; E Issue Date: � CL O y M N July 30, 2010 o � N cn Q Sheet Number: tat FML LU N N ?+ CQ O f4 ti m 02 , � N L � (l - - - - - - -