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2-5 WATERS ST - PLANNING t M. a 1 T 0 T CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J. USOVICZ,JR. MAYOR 120 WAS[ INCTON STKI IT•SALIM,MAMAC IU•I rTs 01970 LYNN GOONIN DINCAN,ACCP TEL 978-745-9595 FAX:973-7`10-0404 DIRECTOR May 19, 2005 Arty. George W. Atkins Ronan, Segal& Harrington 59 Federal Street Salem,MA 01970 RE: Revisions to approved site plan-2 &5 Waters Street Dear Attorney Atkins: I have received your letter dated March 24, 2005 and the revised plans dated February 8, 2005, which outline the following proposed changes to the approved plans for 2&5 Waters Street: A six foot fence will replace the seven foot fence Eight-foot high plantings will replace the six-foot plantings. Asphalt will replace the concrete pavers that were approved for the driveway material. It has been determined that the proposed changes to the fence and the plantings are not substantial changes and do not require Planning Board approval. The revised landscaping detail plan dated February 8, 2005 will be attached to your approved site plan in the Planning Board files for future reference. Any change to these plans requires approval of the Department of Planning &Community Development, to determine whether it is a substantial change,prior to construction. However, the proposed change of driveway material from concrete pavers to asphalt is a substantial change and will require Planning Board approval. Please submit fifteen(15)copies of the amended site plan and application to the Planning Board twenty-one(21)days prior to the meeting that you wish to attend. Please contact me at the Department of Planning &Community Development at(978) 745-9595, extension 311 if you have any questions. Sincerely, Jyn Duncan, AICP City Tanner i • s CITY OF SALEM PLANNING BOARD Site Plan Review Decision C14 t r-< z n"dr November 18, 2004 -0 mr D North River Development Trust $ ' Charles Blaisdell,Trustee 47 Federal Street °® Salem,MA 01970 RE: 2 & 5 Waters Street Site Plan Review Decision On Thursday, September 2, 2004, the Planning Board of the City of Salem opened a Public Hearing regarding the application of North River Development Trust under Site Plan Review for the construction of twelve (12) residential condominium townhouses,with associated utilities and landscaping. The project includes the construction of four (4) units at 5 Waters Street and eight (8) units at 2 Waters Street. The public heating was continued to September 16, 2004, October 7,2004 November 4, 2004 and November 18, 2004. The Public Hearing was closed on November 18, 2004. At the regularly scheduled meeting of the Planning Board held on November 18 2004, the Board voted by a vote of seven (7) in favor (Power,Durand, Moustakis,Puleo,Weiner, DiGeronitno,Sullivan), 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, "Permit Site Plan, Salem Maritime Townhomes, 2-5 Waters Street, Salem, Massachusetts,01970;'prepared by Hancock Associates, 185 Centre Street, Danvers,MA 01923, dated June 15, 2004,and revised October 28, 2004,including pages PS-1, PS-2, EC-1, PS-4, PS-5, PS-6, PS-7, PS-8,L-1,L-2. Work shall conform with the exterior elevations entitled, "Salem Maritime Townhomes, Salem Massachusetts," prepared by Maugel Architects, Inc., Harvard, MA, dated November 2004. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed substantial 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. Any proposed landscaping shall be done in accordance with the approved set of plans. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 0 WWW.SALEM.COM b. The applicant shall coordinate with the City of Salem Cemetery & Shade Tree Department for the selection of street trees. The selection and placement of street trees shall be reviewed and approved by the Department of Planning&Community Development prior to installation. c. The final landscaping plan shall be approved by the City Planner prior to the issuance of a building permit. 4. Sidewalks a. The applicant shall install a stamped concrete sidewalk on the property at 2 Waters Street along Waters Street, South Mason Street and Buffum Street. The specifications of the stamped concrete sidewalk shall be submitted to the Department of Planning& Community Development and the Office of the City Engineer for review and approval prior to the issuance of a building permit. b. If easements are obtained by the City, the applicant shall install a concrete sidewalk and vertical granite curbing along the Salvation Army property along Waters Street to Mason Street. The specifications for the sidewalk shall be submitted to the Department of Planning&Community Development and the Office of the City Engineer for review and approval prior to construction. 5. Condominium Association The applicant shall submit the Condominium Documents for the Condominium Association to the Department of Planning& Community Development for review and approval prior to the issuance of a building permit. 6. Drainage a. The applicant, his successors or assigns shall own and maintain the sewer system for the properties at 2 & 5 Waters Street. b. The applicant shall submit the video of the drainage line from 2 & 5 Waters Street to the outfall in the North River to the Office of the City Engineer for review and approval. The applicant shall construct improvements to the drain line if deemed necessary by the Office of the City Engineer. c. The applicant shall inspect the existing catch basin on the comer of Waters Street and South Mason Street and rebuild the catch basin to the specification of the Office of the City Engineer,if deemed necessary by the Office of the City Engineer. d. The applicant shall remove the basin hood from the catch basin drawings on the construction plans,if deemed necessary by the Office of the City Engineer. 7. Water Service a. The applicant shall verify the size and condition of the existing waterline in Water Street. The information shall be submitted to the Department of Planning& Community Development and Office of the City Engineer for review and approval prior to the issuance of a building permit. The applicant shall replace the water line with an eight (8) 2 inch water line to the specifications of the Office of the City Engineer,if deemed necessary by the Office of the City Engineer. b. The applicant shall locate the water service gate valve for units 11 and 12 in the sidewalk. The applicant shall locate the water service gate valve for units 1-10 two feet off the gutter line in the roadway. 8. Sewer The applicant shall verify that the type of pipe specified (STR 35) is suitable for shallow burial. The information shall be supplied to the Department of Planning& Community Development and the Office of the City Engineer for review and approval prior to the issuance of a building permit. 9. Signage All proposed signage shall be reviewed and approved by the City Planner prior to the issuance of a sign permit. 10. 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 and the City Electrician 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. 11. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 JSP: Construction and Blasmi &and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays,or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. 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. e. All construction vehicles and equipment 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. 3 f The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 12. Construction Traffic & Phasing a. All construction will occur on site;no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning& Community Development prior to construction. b. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planning& Community Development for review and approval prior to the issuance of a building permit. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. d. The applicant shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 13. 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. 14. Salem Health Department All work shall comply with the requirements of the Salem Health Department,if applicable. 15. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the Office of the City Engineer 16.Fire Department All work shall comply with the requirements of the Salem Fire Department. 17. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 18. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 19. Maintenance a. Refuse removal,ground maintenance and snow removal shall be the responsibility of the applicant, his successors or assigns. 4 b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of any 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-year period. 20. 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. 21.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 Decision 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. Walter B Power, III Chairman CC: Development Team 5 APPROVrD m ae - SITE: PLAN FF M-1 FP — ua. ® ® 0E 00 ® ® ® ®fl �0 ® ® 00 ® ® Li Li 11 L1 101[Ell Li 11 1111 in - t& EACH UNIT TO VARY SLIGHTLY IN COLOR,TTP ugcl Architects,Inc Salem Maritime Townhomes Water Street West Elevation (Front) „„,ar,,MaMaa�'U5e. /W� Salem, MA November,2004 978 456.2800 r �lr N m __ � TMIrO iLOOR LEVEL 9110 R0.'R 1 N ' Oimi ]0'i� N ® _ 9ECLN0 iLCGR LEVEL FM Aid ��N H FM 9uB 0.oalx MTUT 00ED Do111:1 00 __ Ifi3T GLOGR LEVEL SLPB GN GRGDE a _m' 6 -4,m 8 .10 yy 3 ' y EACH UNIT TO VARY SLIGHTLY IN COLOR, TYP u Salem Maritime Townhomes Water Street East Elevation(Front) Magel Archilecis,luc HarvaN,MaasacM1aa9tl � Salem, MA November,2004 978,4594900 LANy m ® ® ® ® ® ® ® ® ® ® ® ® 24 LID EACH UNIT i0 VARY SLIGHTLY IN COLOR,TYP Maugcl Architects,Inc Salem Maritime Townhomes Water Street Back Elevation wl Alternating Entry Surrounds (Back) eana,c.nasTacna:an q li Salem, MA November,2004 sze.ass.zaoo /� r� ___ '.IGC�O RttR LEKL ry •..... _ _ MC W Rwle l2lL� � N tlb RcvR (V !r Maugcl Architects,Inc Salem Maritime Townhomes Typical Side Elevations Mary„� Ma 8.456.5E A Salem, MA November,2004 9]B.OSfi.2800 Deco OVA G�,vv�ev�,c��I Ile cr sill -t z�see�.ScKO-* - a n CITY OF SALEM PLANNING BOARD Site Plan Review Decision o 0 November 18, 2004 c T CD r- D n$ North River Development Trust o rn3 Charles Blaisdell,Trustee c D 47 Federal Street Salem, MA 01970 RE: 2 & 5 Waters Street Site Plan Review Decision On Thursday, September 2, 2004, the Planning Board of the City of Salem opened a Public Hearing regarding the application of North River Development Trust under Site Plan Review for the construction of twelve (12) residential condominium townhouses,with associated utilities and landscaping. The project includes the construction of four (4) units at 5 Waters Street and eight (8) units at 2 Waters Street. The public hearing was continued to September 16, 2004, October 7, 2004 November 4, 2004 and November 18, 2004. The Public Hearing was closed on November 18, 2004. At the regularly scheduled meeting of the Planning Board held on November 18 2004, the Board voted by a vote of seven (7) in favor (Power, Durand, Moustakis,Puleo,Weiner,DiGeronimo, Sullivan),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, "Permit Site Plan, Salem Maritime Townhomes,2-5 Waters Street, Salem, Massachusetts, 01970,"prepared by Hancock Associates, 185 Centre Street, Danvers,MA 01923, dated June 15, 2004,and revised October 28, 2004,including pages PS-1, PS-2, EC-1, PS-4,PS-5,PS-6, PS-7,PS-8,L-1,L-2. Work shall conform with the exterior elevations entitled, "Salem Maritime Townhomes, Salem Massachusetts," prepared by Maugel Architects, Inc., Harvard, MA, dated November 2004. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed substantial 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. Any proposed landscaping shall be done in accordance with the approved set of plans. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM b. The applicant shall coordinate with the City of Salem Cemetery &Shade Tree Department for the selection of street trees. The selection and placement of street trees shall be reviewed and approved by the Department of Planning& Community Development prior to installation. c. The final landscaping plan shall be approved by the City Planner prior to the issuance of a building permit. 4. Sidewalks a. The applicant shall install a stamped concrete sidewalk on the property at 2 Waters Street along Waters Street, South Mason Street and Bu£f nn Street. The specifications of the stamped concrete sidewalk shall be submitted to the Department of Planning& Community Development and the Office of the City Engineer for review and approval prior to the issuance of a building permit. b. If easements are obtained by the City, the applicant shall install a concrete sidewalk and vertical granite curbing along the Salvation Army property along Waters Street to Mason Street. The specifications for the sidewalk shall be submitted to the Department of Planning& Community Development and the Office of the City Engineer for review and approval prior to construction. 5. Condominium Association The applicant shall submit the Condominium Documents for the Condominium Association to the Department of Planning& Community Development for review and approval prior to the issuance of a building permit. 6. Drainage a. The applicant,his successors or assigns shall own and maintain the sewer system for the properties at 2 & 5 Waters Street. b. The applicant shall submit the video of the drainage line from 2& 5 Waters Street to the outfall in the North River to the Office of the City Engineer for review and approval. The applicant shall construct improvements to the drain line if deemed necessary by the Office of the City Engineer. c. The applicant shall inspect the existing catch basin on the corner of Waters Street and South Mason Street and rebuild the catch basin to the specification of the Office of the City Engineer,if deemed necessary by the Office of the City Engineer. d. The applicant shall remove the basin hood from the catch basin drawings on the construction plans,if deemed necessary by the Office of the City Engineer. 7. Water Service a. The applicant shall verify the size and condition of the existing waterline in Water Street. The information shall be submitted to the Department of Planning& Community Development and Office of the City Engineer for review and approval prior to the issuance of a building permit. The applicant shall replace the water line with an eight (8) 2 inch water line to the specifications of the Office of the City Engineer,if deemed necessary by the Office of the City Engineer. b. The applicant shall locate the water service gate valve for units 11 and 12 in the sidewalk. The applicant shall locate the water service gate valve for units 1-10 two feet off the gutter line in the roadway. 8. Sewer The applicant shall verify that the type of pipe specified (STR 35) is suitable for shallow burial. The information shall be supplied to the Department of Planning&Community Development and the Office of the City Engineer for review and approval prior to the issuance of a building permit. 9. Signage All proposed signage shall be reviewed and approved by the City Planner prior to the issuance of a sign permit. 10. 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 and the City Electrician 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. 11. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing, jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting,rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. 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. e. All construction vehicles and equipment 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. 3 f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 12. Construction Traffic & Phasing a. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning& Community Development prior to construction. b. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planning&Community Development for review and approval prior to the issuance of a building permit. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. d. The applicant shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 13. 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. 14. Salem Health Department All work shall comply with the requirements of the Salem Health Department,if applicable. 15. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the Office of the City Engineer 16.Fire Department All work shall comply with the requirements of the Salem Fire Department. 17. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 18. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 19. Maintenance a. Refuse removal,ground maintenance and snow removal shall be the responsibility of the applicant, his successors or assigns. 4 b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of any 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-year period. 20. 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. 21. 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 Decision 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 Tide. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. �attm�� J6 Walter B Power, III Chairman CC: Development Team 5 i .CO CITY OF SALEM PLANNING BOARD Amended Decision Site Plan Review June 23,2005 0 �� M c -;:Q C-) North River Development Trust J v cn C/o George W. Atkins III, Esquire CDr— Ronan,Segal&Harrington D 59 Federal Street = �' M3: Salem,MA 01970 ac-c:) D RE: Amendment to Decision Issued to North River Development Trust, Charles Blaisdell, Trustee, 47 Federal Street, Salem, MA 01970 A public hearing was held on June 16,2005 regarding the request of the North River Development Trust to amend their Site Plan Review (pursuant to Section 7-18 of the Zoning Ordinance of the City of Salem) decision for the parcel located at 2 & 5 Waters Street. The applicant proposed a change in driveway materials from pavers to asphalt. At the June 16, 2005 public hearing held concerning this amendment request,the Board voted by a vote of eight(8) in favor (Power,Puleo, Moustakis, Sullivan, Collins,Ready, Durand,Lombardim), and none (0) opposed, to approve the amendment as complying with the requirements of Site Plan Review with the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Permit Site Plan,Salem Maritime Townhomes,2-5 Waters Street, Salem,Massachusetts,01970,"prepared by Hancock Associates, 185 Centre Street,Danvers,MA 01923, dated June 15,2004,and revised October 28,2004 and December 10, 2004,including pages PS-1,PS-2, EC-1,PS-4,PS-5,PS-6,PS-7,PS-8,L-1,L-2. 2. Original Decision All conditions set forth in the decision for and Site Plan Review dated November 18, 2004 shall remain and adhered to by the applicant. 3. Amendments Any further 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 120 WASHINGTON STREET, .SALEM, MASSACHUSETTS 01970 #TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM contained within shall require the approval of the Planning Board. 4. 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 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. Walter B Power, III c Chairman t > c m z zo xY J Cn CTi D D fir- I 77 C-) C) Ma p- D CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J. USOVICZ,1R. MAYOR 120 Wnsi wcroN SrRehr•SnLI5V1,Mnana iusl rr 01970 LYNN GOONIN DuNCAN,AICP TEL:978-745-9595 • FAX:978-740-0404 DIRECTOR May 19, 2005 Atty. George W. Atkins Ronan, Segal&Harrington 59 Federal Street Salem,MA 01970 RE: Revisions to approved site plan-2 &5 Waters Street Dear Attorney Atkins: I have received your letter dated March 24, 2005 and the revised plans dated February 8, 2005, which outline the following proposed changes to the approved plans for 2& 5 Waters Street: • A six foot fence will replace the seven foot fence • Eight-foot high plantings will replace the six-foot plantings. • Asphalt will replace the concrete pavers that were approved for the driveway material. It has been determined that the proposed changes to the fence and the plantings are not substantial changes and do not require Planning Board approval. The revised landscaping detail plan dated February 8, 2005 will be attached to your approved site plan in the Planning Board files for future reference. Any change to these plans requires approval of the Department of Planning&Community Development, to determine whether it is a substantial change,prior to construction. However, the proposed change of driveway material from concrete pavers to asphalt is a substantial change and will require Planning Board approval. Please submit fifteen (15)copies of the amended site plan and application to the Planning Board twenty-one(21)days prior to the meeting that you wish to attend. Please contact me at the Department of Planning&Community Development at(978) 745-9595, extension 311 if you have any questions. Sincerely, Jyn Duncan, AICP City Tanner v .n ® ® ® ® ® ® ® ® ® ® ® ® PLANWING ate. JIM ❑o ❑o ® � ® ❑o -JOalms ❑o ❑o � a� 36-0' EACH UNIT TO VARY SLIGHTLY IN COLOR,TTP ilec[s,Inc Salem Maritime Townhomes water Street Maugcl Archeee west Elevation(Fro„ HarvaN.Massacbaaena �� Salem, MA November,2004 978.456.2800 e ^S J N Tulrm FL—LEVEL J sua woaa ® ® ® ® ® ® ® ® ® 0 7 I 7 N FR[ N ® n'z FLooR LEVEL °.AIB FLoJR 0000 00 00 0000 0000 00 0o Daoo ❑ ❑ INN ❑0 L1❑ ___ _ IWTFLOJR LEVEL SLOB LN GRADE �8 -IDI �8 -IDI 36 -ID EACH UNIT TO VARY SLIGHTLY IN COLOR, TYP ite Salem Maritime Townhomes Water Street East Elevation(Front) Maup HarvarAQ'rch!,.eccts,M1useInc ns � Salem, MA November,9004 978.456.2600 '() Ole 0 '® 07 m NMI 00 ED DO LID klikum — EACH UNIT TO VARY 9LIGNTLY IN COLOR TTP Maugel Architects,Inc S8I@Ill MBYltlllle TOWI1h0171@S Water Street Back Elevation wl Alternating Entry Surrounds(Back) — Harvard,Massachuseas Salem, MA November,2004 978.456.2800 D ,~��RNRLEVEL ro MIIORNRl2ML i0 22 wu ,{ Le,EL � RNR N N YLB W fWGOE YM W WA E Salem Maritime TownhomesMa°gc'A�<" E Typical Side Elevations Harvard,Massacnusen Salem, MA November,2004 978.456.2900 /W -t, 1 t J Y rI • {F v - _ IBM .� min ■■ �U ... �■ _ it " nl ,1_.--- lr�`�_---� ` °r s��-e.�'`M o■ NOMEu■ n ■ � y -i 'ri� - m Ill 1111n 11 II ®o 1 + ■■ �0 m �� A` N { � �� r {i n li 1 n1= in 111111 x. . l KENN 1 ��+'_ ql Ij IIl : B If �� w i Ali u� Ii� lug 111 nl In 11 11 II®r�© r1� � 7 moi , IIII In -a r,. �4 ..A •, ,._... � � ,.>..,_.. 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Federal Place: Side Elevations Harvard,MA X11, Salem, Massachusetts August,2004 978.456.2800 /I/� i a� tG. rl�t {x h .f MAR1TIME w rx ; z TOWNHOMES , : , _ 2-5 Waters Street Salem, MA 411 ^ i y , f a s PREPARM F 2 - 5 WATERS STREET SALE AssACHusE-rrs o1970 REKTECH 196 Haynes Road Sudbury, Massachusetts 01776 ECR HANCOCK— ASSOCIATES Civil Engineers Land Surveyors Landscape Architects ' Environmental 1 Consultants k 185 CEMTRE STREET, DANVERS, MA 01923 G WA VOICE (9,78) 777-3050, FAX (978) 774-7816 TERS T WWW.HAN000KASSOCIATES.COM e 5 �P V/►ctAv�yo 5• TALACKO O �34O2b yr 9� U1# o PROJECT TEAM SaU7-H RIVER SEET INDEX CIVIL ENGINEERS SHEET PS-1..............................TI TLE SHEET LAND SURVEYORS ACIN17Y MAP LANDSCAPE ARCHITECTS SHEET PS-2.............................N01FS, REFERENCES & LEGEND SCALE- 1=1000 f WANCOCK ASSOC/A TES SHEET EC-1.............................EXISTING COND/TIONS PLAN 185 CENTRE STREET SHEET PS-4.............................LA YDUT & MA TER/ALS PLAN DANVERS, MASSACHUSETTS 01923 SHEET PS-5.............................GRAD/NG AND DRAINAGE PLAN 1 RAN VVT o-28-04 12 UNITS NO. BY APP DATE ISSUE/REVISION DESCRIPTION 0VMER1 & APPLICANT: SHEETSITE UTILITIES PLAN PS-6............................. BY: VVT ARCHITECTS= SCALE: AS SHOWN DRADATE: 06/15/04 DESIWN BY: RAN SHEET PS-7.............................SITEWrDRK DETAILS PLAN CHECK BY: DH NORTH RIVER REDEVELOPMENT TRUST MAUGEL ARCH/TECTS INC 200 A YER ROAD CHARLES BLAISDELL & STEPHEN DEFRONZO TRUSTEES SHEET PS-8.............................S/TEWORK DETAILS PLAN HARVARD, MASSACHUSETTS 01451 47 FEDERAL STREET SHEET L-1.............................. LANDSCAPE PLAN SALEM, MASSACHUSETTS 01970 SHEET L-2.............................. LANDSCAPE DETAILS ME PLANNING BOARDSHEET APPROVED pm- SITE PLOT DATE Nov 01, 2004 1:52 PLAN h PATH: F:\Lund Projects R2\10918\dwg\ENG\REVI\ DWG: 10918PSr1.dwg r LAYOUT: TS01 A SHEET: 1 OF 10 PROJECT NO.: 10918 I SALEM MARITIME TOWNHOMES 2-5 Waters Street Salem, MA See ZONING LEGEND GENERAL NO TES ' ° BUS/NESS "B-1" EX/ST/NG PROPOSED 1 LOCA TIONS OF EXISTING UNDERGROUND U17U11ES/08S7RUC110NS/SY57EMS SHOWN ARE INDUSTRIAL "l ® MOW/TOR/NG WELL APPROX/MA TLS ONL Y. ALL UTILITIES OBSTRUC770WN.NS SYS7FUS MA Y NOT BE SHOCONTRACTOR SHALL BE " - — -OK; HATER SERNCE — HS— RESPONSIBLE FOR LOCA77NG AND PR07FC77NG ALL UNDERGROUND U7IU71ES/OSS7RUC710NS/SYSIFMS, REKTECH A�SESSORv __ ��-�-`f SEWER UNE AND MANHOLE WETHER OR NOT SHOWN. = `` =~w ~~ ~ S/Z£ MA7FR/AL do fZOW O/REC77ON S=00 � 2. UNLESS OTHERWISE SHOWN, ALL NEW UTILITIES SHALL BE UNDERGROUND, MAP 26, LOTS 62, 70 Y�= _ DRA/NUNE WI7N PIPCA E 7C MATERIAL D'�H 3. CONIRACIDR SHALL TURN/SH CONSIRUC770N LAYOUT OF BUILDING AND S/7F /MPROVE'MEN1S IRIS WnR 196 Haynes Road MANHOOLE do ROUND CATCH BASIN ��D Sudbury, Massachusetts 01776 SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. K �', REFERENCES SANITARY SEHFR LATERAL - — �-- WATER MAIN AND VALVE W 4. SAFETY MEASURES, CONS7RUC170N METHODS AND CONTROL OF WORK SHALL BE THE RESPONSIBILITY DEED BOOK 22295, PAGE 527 �� of CONTRAcCTOR. DEED BOOK 19130, PAGE 565 ---— £' -- �� NA RURAL GAS UNE AND VAL VE G— - PLAN N0. 212 OF 1945 POHER CONDUIT E 5. CON7RAC7n� SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXIS77NG IMPROVEMENTS YDRANT ❑ DAMAGED DVR/NG CONSTRUCTION THAT ARE NOT DESIGNATED FOR DEMOUl10N AND / OR REMOVAL. H 7RARANT DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SA77SFAC77ON OF THEIR RESPEC7714E OWNERS. HAN C O CK URLITY POLE 6. THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING FOUND.A 77ON DES/GN, WH/CH t9f/W DA TA ;WULD INCLIUDE DETAILS AND f7NAL ELEVA77ONS OF FOORNGS, WALLS AND SUBSURFACE" ASSOCIATES PROPERTY UNE DRAINAGE TO PREVENT INTER/OR fZOOD/NG. SEE ARCH/TECIURAL AND/OR STRUC7URAL DRAWINGS: LOT AREA 0.58E ACRES OR 25,268E SF EASEMENT UNE IMPERVIOUS AREA — TOTAL SITE PRE—DEI/ELOPMENT POST—DEI/ELOPMENT 7. ANY INTENDED REVISION OF THE HORIZONTAL AND/OR WR77CAL LOCA 77ON OF IMPROVEMENTS TO BU/LD/NG AREA 10,719E SF (42 4Z) 7,500E SF (29.79') A #2 �VAIIGYV BENCH MARK BE CONSIROIC7ED SHALL BE REVIE;WD AND APPROVED BY ENGINEER PRIOR TO /MPLEMENTA770N. Civil Engineers PA VEMENT & SIDEWALK AREA 14,54R± SF (57.69) 9,456± SF (37.49) CHAIN LINK IT- NOF 8. RIM ELEVA 77ONS SHOW FOR NEW S7RUC7URES ARE APPROXIMATE AND ARE PROVIDED TO ASS/ST TOTAL /MPER MOUS AREA 25,268-t- SF (1009') 16,956± SF (67.19') —__-M-_��._- --ry�--- - HtVD fFNCE �C CONTRACTOR WITH MA TER/AL TAKEOfFS f7NISH RIM ELEVA 77ONS MUST MA TCH PA WMENT, GRADING Land Surveyors OR LANDSCAPING, UNLESS SPECIRCALL Y/ND/CA TED OIHERWSE. �� ._...�_.._..��.._._- _ CURB (see abbrehotior�s) - 11.5 9. WERE EX/S17NG UTILITY LINES 1RUCTURES ARE TO BE CUTIP' XEN DOWNS ABANDONED LINES/STRUCTURES y 'v' OPEN SPACE & LANDSCAPED AREA 0± SF (09) 8,312E SF (32 99') . .. SPOT ELEVA77ON T SHALL BE PILUGGEDICAPPEDf77LLED IN ACCORDANCE WITH OWER REOUIRE�(IENTS Landscape Architects . F.G. 10 _.__��_____.__ EL£V�477ON COWTOUR fU PARK/NG. 12. THE CON7RAcCTOR SHALL VL"R/FY THE LOCA TION AND RELA 171 ELEVA 77ON OF BENCH MARKS PR/OR TO � COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. Environmental RETAINING WALL Consultants REQUIRED.' 13. PROPOSED BfUED/NG FOUNDA7701V CONFIGURATION AND LOCA 110N ON THE LOT AS SHOWN ARE CONCEPTUAL 1.5 SPACES PER UN/T TR '° ' ` PROMINENT DECIDUOUS 7REE AND SHALL QBE V£R/PIED AS TO CONFORMANCE Wf1H f7NAL AI?�/i11FC1URAL PLANS AND ZONING ORDINANCES PROVIDED.' ;1¢ WITH EZEVAR0N, SIZE AND SPECIES PR/OR TO C(9NS7RUC110N. ONE /N GARAGE /N UN/TS 1-12 'U PROM/HENT CON/fFROUS TREE 27 (ONE ) ;1 a}., WITH f7-EVi4770W, SIZE AND SPECES 14. SILT fFNCE AND/OR HAYBALES SHOWN SHALL BE INSTALLED BEFORE DEMOLITION AND/OR CONS7RUC770N BEGINS. 185 CENTRE STREET, DANVERS, MA 01923 INE HAI YBAGES SHALL BE INSPECTED HEEKLY AND MAINTAINED UN77L THE SITE /S STABLE. VOICE (978) 777-3050, FAX (S, M 019216 ' SURFACE RUNOFF DlREC116N -�.. . .... WWW.HAN000KASSOCIATES.COM -- PIPE fZOW 15. ALL STREETS" ADJACENT TO INE PROPERTY DISTURBED DURING CONSTRUC110N SHALL BE RE7URNED TO PRE—COIVS7RUC77ON COND177ON OR BETIFR. BUILDING LIGHT, STEPS do OWRHANG 16. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC WITH THE EXCEP77ON OF AREAS PER REGULA TORY NO 7F , r,�Aaa 6 VERTICAL GRAN/1F CURB WC 17. ALL DRAIN PIPES SHALL BE HEA VY DUTY POL YETHYLENE OR CLASS /V REINFORCED CONCRE7F. { j 026 h TAP OF CURB T.C. BOTTOM OF CURB B.C. 18. GAS, POKER, CA 7Y, CABLE AND TELEPHONE SHALL BE INSTALLED AS DIRECTED BY RESPECTIVE U77LITY COMPANY. att RN/SH GRADE F.G. TO BE REMOVED IBR 19. ALL EXISRNG' UTILITY CONNECTION NOT USED SHALL BE CUT, CAPPED ANO ABANDONED AS DIRECTED 11 j 'O¢ i BY CITY OF :SALEM REGULA]IONS 20. ALL SEHER AAND WA IFR /NSTALLA TION AND MA TER/ALS SHALL Coma Y W1'7H CITY OF SALEM REGULA BONS AND SPECIRCA 77ONS i 21. 7HE LOCA 7701V OF INE EXIS77NG WA 7ER MAIN /N WA TERS S7REET SHALL BE VERIFIED BY EXCA VA 77NG TEST PITS Pmm TD COMMENCEMENT OF CONSIRUCT7av i REGUL A TOR Y NOTES f 1. CONTRACTOR SHALL CONTACT DIG—SAFE FOR UNDERGROUND UTILITY MARMING AT 1-888-344-7233 1 RAN VVT 0-28-04 12 UNITS AT LEAST 72' HOURS PR/OR TO COMMENCEMENT OF ANY WORK. i N0. BY APP DATE ISSUE/REVISION DESCRIPTION 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSNUC77ON REOUIREMEN7S, CONDI77ONS, DATE: 06/15/04 DESIGN BY: VV AND LIM/TA77ONS IMPOSED BY PERM/TS AND APPROVALS ISSUED BY REGULATORY AUTHOR177ES PR/OR TO COMMENCEMENT OF ANY HVRK. CONTRACTOR SHALL COORDINATE AND OBRA/N ALL SCALE: AS SHOWN DRAWN BY: RAN CONSTRUCTION/ PERM/7S REWIRED BY REGULATORY AUTHOR/RES: CHECK BY: DH 3 ALL WORK OUTS/DE OF BUILDING THAT /S LESS THAN 10 FEET fROM THE INSIDE FACE OF BUILDING FOUNDA77ONS SHALL CONFORM WfIH THE UNIFORM STA 7E PLUMB/NG CODE OF MASSACHUSETTS, 248 CMR 2.00. NOTES, REFERENCES a AND LEGEND j30,kD LAN PLOT DATE: Nov 01, 2004 1:52 pm L,/"�s " O\/ED PATH: F:\Land Projects R2\10918\dwg\ENG\REV]\ DWG: 10918PSr1.dwg E. " LAYOUT: NRL01 A SHEET: 2 OF 10 PS 21 PROJECT NO.: 10918 -7— SALEM LEGEND REFERENCES: MARITIME DEED BOOK 22295, PAGE 527 12- - SURFACE CONTOUR �ry DEED BOOK 19130, PAGE 565 TOWNHOMES ��+� EDGE OF PA VEMENT �� ASSESSOR'S: MAP 26 LOTS 62, 70 x x x Q PLAN N0. 212 OF 1945 CHAIN LINK FENCE ❑ ❑ ❑ WOOD FENCE 1=-0.3(12 PVC-N) 26.75TC CURB W/TH TOP AND BOTTOM 1=-0.4(15PVC-E) 2-5 Waters Street I=-0.3(12"PVC-S) Salem, MA 26.25BC CURB ELEVA TION I=-o 4(12PVC-W) RESIDENCE IIA 8_C!__= SEWERL INE & MANHOLE W/TH' PIPE ® wV SIZE, MATERIAL & FLOW DIRECTION R-13.91"" v _ Q _ 12"RCP DRAINL/NE WI TH PIPE SIZE, MA TERIAL / 1 0- R=14.00 R-13 21 NQ�'S: --- + - - - - -- - - - & FLOW DIRECTION CA TCHBASIN ;;t`N 1-9.4(12"PVC-SE) 1) BUILDING OFFSETS SHOWN HEREON ARE TO WOOD CORNER MANHOLE & ROUND CA TCHBASIN II I 1=9.2(12PVC-SW) Q BOARD UNLESS OTHERWISE NOTED. R-1277 1=6.3(18"PVC-W) ""' 6"C! WA TER MANHOLE, WA TER MAIN / 12 , �- --- = ___S_________-- 1$ P (N.P.V.-DEBRIS09.St) �- H 6.4(15 PVC-E) D y w wrTH SIZE, TEE, GATE IAL VE & _ --- 2) ELEVATIONS SHOWN HEREON REFER TO N.G.V.D. 1929. 18'RCP Ii ---_-__---5=_----- �- 18"PVC _ FIRE HYDRANT ,,.___ _ :7z18'PVC --------- --- PROJECT BENCH MARK IS TOP OF NUT, UNDER LETTER G cv 10'01 ------- ---++- -- -----------D----------------D-------- --�=Bre~-•rr----- D----------------D--®----- ON ANT. SAID NT IS AT -0�G GAS MAIN wI TH SIZE wV " MASON S Ti9EET R=13.3s� %' ,' �,`;,5"Pvc OF THE RNTERS CT10N OFANORTH STREET (RTESOUTHEASTERLY) AND PREPARED PARED FORS & GA TE VALVE W R=14.22 i W W W Cy�T=-1.0(15PVC-E FRANKLIN STREET. SHOWN .AS T.B.M. 6 ON A PLAN �8OHW- EXISTING UTILITY POLE WITH DES/GNAYT/ON 1=6.4(18PVC-E) i �� W OVERHEAD WIRES AND GUY POLE 1=6.4(24"RCP-S) ,, �� -yy ENTITLED: "CITY OF SALEM, MASSACHUSETTS SEWERAGE 1=6.4±(18"RCP-W) N ; 1 X 13.88 R=12.56 _ j1L R=12.90 IMPROVEMENTS NORTH STREET" PREPARED BY: CE MAGUIRE, ELECTRIC MANHOLE & UNDERGROUND ' N.P.V. DEBRIS011., N.P.V.(FILLED \ ( ) INC. WALTHAM, MA. ELEVATION IS 18.08 (SALEM CITY BASE) REKTECH E ELECTRIC LINES 14.24 ; / 14.21 x k x x q WITH DEBRIS) -4.36 = 13.72 (NGVD). TELEPHONE MANHOLE & UNDERGROUND / i i ' v d- 14.22 13.73 x T T - TELEPHONE L/NES b` a '1N 2 FROM DFIELD ROLOCA11ONS OF STRUCTURES AND FROM COMPILED LIMIT OF 100- YEAR FLOOD LAIN / , STORY I AVAILABLE RECORD INFORMATION ON FILE AT THE TOWN 196 Haynes Road X 11.6 SPOT ELF TION ; , i O (B�51 2'± 3 STORY WOOD FRAME WO STORY % x/ 1 3 I � � ^ ENGINEERING OFFICES, TOWN D.P.W., MASS HIGHWAY DEPT. Sudbury, Massachusetts 01776 26.8 PROMINENT DECIDUOUS REE "' BLDG. HGT. a BLDG. ELEV. OD FRAME i _ �. AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES Q T BLDG. HGT. = 36.C)± (BLDG. ELEV. x �� ^^'�` MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN 12"M WITH ELEVATION, SIZE AND SPECIES , , 37.3'±) ) 47.2'±, ` 26. +Iii BLDG. HGT. _ ` �8 DETAIL 'A\' 3 6- ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, 0 0_ f I.ROD(SET) ® 10.3 MONITORING WELL WITH TOP o ;_� 33.2±') x N.T.S. SIZE & ELEVATION OF ALL UTILITIES WITHIN THE AREA OF METAL CASING EL. w n '� ,� I ` �' 7.38 PROPOSED WORK AND TO CONTACT "DIG-SAFE" AT IGC VERTICAL GRAN/TE CURBING a> b V x I _ ) 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY Q I EXCAVATION, DEMOLITION OR CONSTRUCTION. HANCOCK BE BITUMINOUS CONCRETE BERM `L' _ ; ; ~ -*r m LOT LINE RCP REINFORCED CONCRETE PIPE N 9 9 ' ' F- (n `� 12.50 x M m �, I �, Q W x O �F'ACE OF BUILDING�� J CI CAST IRON , ,� m CO Qz I O LL1 , -/ ASSOCIATES elf CMP CORRUGA TED METAL PIPE ; � �N I Z J Z Ll Q W - I �(n � F- _1 1 VC VITRIFIED CLAY i $ Q J * Z O Q (� Z -� 12.25 x Civil Engineers 'd P#195-3 Q Q 6' STOCKADE ^, I g P VC POL YVIN YL CHL ORIDE , v1 6 Of U I V) Q� [if FENCE c; o x I.ROD(FD) N.P. V NO PIPE VISIBLE '�' COR. BID E5 O O N/F MANHOLE �"' 13,66 1.1' OFFSET I -� -' ALBERTO AND 2 I 1.49'-� 0.28' y SMH SEWERO y 60"M X 13.29 ❑ x Land Surveyors ' - 36.81 SEEDLTArL 'A' BELKYS GUERRERO DETAIL DMH DRAIN MANHOLE �, 13.28 N w 12 13.16 N.T.S 1 o � Landscape Architects CB ❑ CA TCH BASIN N 7 � ! _ 13.20 _ 4� O0 3 13"M x..14 84.43 �� co 00 RCB ® ROUND CATCH BASIN ,y, 1 / .� ' N 2.27 S DETAIL 'B' J 12.46 STAKE & ® D GRA TE CA TCHB.A SIN � � � � „ Z 1�,9 I EE N 2.42 / 1 11.5 TACK Environmental g ,� 12.28 CONIC. PAD (SET) Consultants }1 1M I t .30 ODST BEA BOLLARD � .�2- 7.2 FOR SMOKETACK 2-L TWO LIMBED )_ � CHAIN LINK NK FENCEDf y x x „ v GRAVEL FF=12.12 11.81 1.96 I.PIPE IRON PIPE ,2.83 6r , , m NI 2.16 1.ROD IRON ROD m 9 + °N N CONC. X11.54 N m „ i i 9A► 1 STORY 11.73 x 185 CENTRE STREET, DANVERS, MA 01923 12.74 00 CONIC. X11.42 11.34 VOICE (978) 777-3050, FAX (978) 774-7816 CLT CENTERLINE TROUGH _ [��+ N 12"M(3-L CONCRETE BLOCK VAULT LOT AREA =It" CORNER I WWW.HAN000KASSOCIATES.COM N METER BOX '0 SUPPORT BEAM 17,832,± S,F, BOARD N/F �, MAG NL(SET) FOR SMOKE STACK 11.64 118 m RR SPK: SET ON ST. LINE I DETAIL 105' THE SALVATION TREE ABBREI/IA TIONS _ 1A.96 W 011yy( ) I.IROD(SE W N.T.S. 8. 11.32 I DH(SET' ARMY OF ii D , 1.74 OH .5o x11.1 0.08' luei ;, M MAPLE �� 2 6'STOCKAD 2. MASSACHUSETTS, ,;` - - �„ m►- NCE .CA / I.ROD(FD � CONC. WALK ,!�' WICHA" i i / o, CONIC. PAD INC. SMOKES a� r F� WITH SUPPORT BEAM I.ROD(SET) FACE 0� UILDING a� � '� I u 9.66 ON CONIC. FOR SMOKE STACK 11.05 X 11.61 6C 0.5' OFFXLOT LINE �1 0 � ;� � / ,_ _ DH(SE1� 73.32 OF,IW 1�.28Z( X13.03 p� ONS „ , � � ( 7 11.78 BIT. CONIC. / � 26' ^ � 0D GROUND EL.=11.5 0 +f � m 2� C.SPK SET / X ! N ROOF EL.=22.0 63 BC 11.54TC 12..30T 12. 9TC r -" 12.01 ( ) 11.77 11.9 12086 6 r �� I / �1.04BC 11.808 C�12.09BC 12.16 T UP W/FLOOD LIGHT do J � �� ; Ln 10.80 I.ROD(SET) CONC. J o STREET LIGHT \ Q uo it ,1_ i ; 11.6 7 � _ 2j STORY 6'CLF 0.7' OFF BUILDING 3` X p B M OOD FRAME 1 STORY WOOD FRAME: \� 0 A 6 BLDG. ELEV. N/F o o \ \ / �W= u ; ; " BLDG HGT. CARMEN Un ® R=11.26 o� ; BRACHE y X10.69 >> 4 I 9-9 11.04m m Al 11.64 FF=14.24 o rn � \ N C%4 11 - I.ROD(SET) ` �=1143 LOT AREA = N/F „ , m►- 1.1 ' OFF BUILDING y o o 7,436± S.F. N M AND S LIMITED R=10.45 1.37 11.5 BIT. CON o LS ; 1=7.5±(12"VC-SW) 6'CLF CONC. 3 STORY WOOD FRAME �° PARTNERSHIP U �04 11.62 W/BA WIRE 11.24 11.2 UP#734 X 10.43 BIT. CONIC. 0 0 of �00 i W/3 TRANSFORMERS o i f - 6 2 STORY WOOD N/F 11.07 '171 do BOLLARDS 1 MIM MDB 0-28-04 12 UNITS 1=6.9±(12R=10.4) „ I I W \ ( FRAME WI LFR E D P. & ��g�'® � GROUND EL.-11 .1 GROUND EL.=10.1 I X10.10 N0. BX APP DATE ISSUE/REMSION DESCRIPTION BLDG. ELEV. _ 40 39.8'±, LAURA PARENT w�Gp ROOF EL.=46.6 ROOF EL.=46.6 o lot) i i � \ BLDG. HGT. _ 00 \ �E DATE: 6/21 /04 DRAWN BY: MMM 8'VC r�` a 28.5'±) 6'WOOD '� 7✓CU 00 V SCALE: AS SHOWN CHECK BY: MDB FENCE � � //10.87 1.b.10 � f R-9.41 I O , , 0.86 10.89 - x R=10.82 --s�` = 1=5.6±(1 O"RCP-W) OHW �w -� ---_- _- =-=_Q $2 .9 ' �' RR SPK ' I=3.8(12`PVC-N� �. . , , 8 VC - - -___ vC _ 1/ , 8" 99.29 �E W 10.7 I 1=4.7(8"VC-E) I `O ��` 'i C' 3 GAS H r=__-_=S=__ m VC W " W 6`W'ATER (SET)/W 14 I=3.9(8"VC-w) .V�,_ - _ ,0.62 ______= ____________ _ _=_¢_== =- -===aF===== =D=am �_=�_`-�_____ 89 __ ---__ II.PIPE(F ,��- 12.,zBC c��.� R EXISTING Int �� ►�NiN CLOGGED 4"RCP i i - ---_ BIT. CONIC. 10.3 LROD(FD) �OLV4 Wim3 .04 ' 41 .34 2.7 TC ° . 9 NTH DEBRIS 3 .P CUP 26 .ROD(SET) APPROVED UP#250-1 PPRO EDUP#250-1 BM#1W/UGHTDH(SET) CONDITIONS R=10.87 R=10.76 R-10.79 W/TRAMSFORMER �O0yw 1=2.6(24"RCP-W) I=5.2±(8"VC-W) R-10.52 I I SITE PLAN PLAN OF LAND 1=2 5.7(12"RCP-N) ' ' 1=3.2(12"RCP-E) 1=6.8(8"VC-N) I=5.9(8"VC-N) N, BIT. CONIC. 1=5.7(12'VC NE) I I=3.6( -S) O �� i N/F 1=26±(24"RCP-E) 1=2.6(24"RCP-S) 1=5.4(8"VC-E) (8"VC-W)-NOT VISIBLE �U ELEVATION BENCH MARKS 1-5.5(12"VC-NW) 0 DENNIS KARL ALETTER IN SALEM, MA DATUM: N.G. V.D. 1929 MEAN SEA LEVEL) SOUTH MASON STREET .44 8.1 14• � NO. DESCRIPTION ELEV. PLOT DATE Nov 0$ 2004 *04 an 1. HYDRANT X-CUT ON BOL T 06R MAIN OUTLET 1.7' A.G. 11 .76 PA14' F-\L-d Pvoj- R2\1W W"\ 2 DWG: 10918EC.dwg 3, LAYOUT: EC � SCALE.- 1 " = 20' SHEET: 3 OF 10 0 20 40 80 PROJECT NO.: 10918 '=-0.3(12"PVC-N) I=-0.4(15"PVC-E) =-0.3(12~PVC-s) 1=-0.4(12"PVC-W) wV LA POUT & MA TERIALS R=13.91 ICONSTRUCTION KEYNOTES SALEM I � ® R=14.00 r+ a R=13.21 jN g 1=9.4(12"PVC-SE) h (NOT NECESSAR/L Y A CONS7RUC110N SEQUENCE) MARITIME I I 1=9.2(12"PVC-SW) pd R=12.77 1=6.3(18"PVC-w) 1 INSTALL B/TUM/NOUS PA VEMENT i2"PVC ii ` 5--=�" -- _ 15 p (N.P.V.-DEBRIS09.8f) �- H20015'PVC-E) o TOWNHOMES 18"RCP __ VC__ 18"PVC H2OC�t7.4 „ _--- 18"Pvc s-`-- _=-- _ -- .----____-- -- N 2O INSTALL GRANITE CURB (TYP.) N_------_� ---rI--- ---------------D---------------D-------_- -=_ _-- --------D---------------D-- ----- ---- i i -- +j ` '---�5--------- �.;. gyp\ 15"PVC >A, R=13.39 ,'�' ��. 2 1=6.4 18 PVC-E W G W W CT=-1.0(15"PVC-EW) W �i�Q�G ��'�`� Z .3 INSTALL B/TUM/NOUS SIDEWALK (TM.) w 2-5 Waters Street r G 1=6.4(24"RCP-S) ' a OINSTALL HANDICAP RAMP Salem MA 1=6.4±(18"RCP-W) R=12.56 R=12.90 � 1 N.P.V.(DEBRIS@11.1) N.P.V.(FILLED 1 , WITH DEBRIS) x x x x x x P o O INSTALL MAILBOXES (TSP.) r- 24 STORY WOOD „�N x 6O INSTALL PA WR WALKWAY (TYP.) FRAME , ,-_ + �- 2 STORY WOOD (BLDG. ELEV. = 50.0'±, , ' FRAME I x Q = 1 x a / NG BUILD/NG BLDG. HGT. 36.0'±) i + (BLDG. ELEV.. 2� STORY O7 REMOVE EX S71 3 STORY WOOD FRAME WOOD FRAME ` x BLDG. HGT. _ (BLDG. ELEV. = 6.0'±), (BLDG. ELEV. = x I B INSTALL PA WR DRI WHA Y ' 37.3'±) BLDG. NGT. = 36.0'±) 47.2'±, O rl BLDG. HGT. _ x PREPARED FOR 33.21 ) x 9 LANDSCAPED AREAS (TYP.) rr x O i l x I I Q I 0 SNOW STORAGE AREAS rr � REKTECH pxQ L.Li LL Of LLJ W J o� Of � LLp x 050" 196 Haynes Road o w z \ Q J z p Q Qf z ? Sudbury, Massachusetts 01776 LLJ P#195-3 Q x Q QL -�J N 0 0 N/F f -' ALBERTO AND x 1 STORY CONCRETE BLOC BELKYS GUERRERO ° _ it ° x HANCOCK 111 G) 9 4 x 2 STORY W000 FRAME ASSOCIATES I ` R� � O (BLDG. ELEV. = 40.6'±, BLDG. HGT. 27.7'±) i i r (2-L) 10 ' x ( l Civil Engineers w I , I CONC. i 9 x Land Surveyors N N/F In' s THE SALVATION OHW I Landscape Architects - 0- OHW ARMY OF MASSACHUSETTS, Environmental rr 1 11 + g SMOKE S CK INC. N + S o�w Consultants 11 f CON 1 , 185 CENTRE STREET, DANVERS, MA 01923 . 7 0 ' VOICE (978) 777-3050S C ES C IAT, FAX (978) 774-7816 WWW.HAN000KAS 0 OM (� 2� STORY p � I OOD FRAME 2J STORY WOOD FRAME r i ✓ (BLDG. ELEV. = 49.5'±, VBLDG. ELEV. N/F I I BLDG. HGT. = 3BLDGG. HG8.0'±) , , = . HOT. CARMEN , o I1 2 ® R=11.26 a* , rr = 34.5±) BRACHE - CnlOF 24.0' 18.0' 0 _ .O 0 Q r, 01 771 � -� �� '.- �34026 � yr 1 r , 6 �• N/F R=10.45 M AND S LIMITED j I= 1=7.5±(12-VC-SW) FRA �� PARTNERSHIP ++ , UP#7 5W/3 TRANSFORMER % ll l/O¢ W 2 STORY WOOD N/F Eldt BOLLARD R O 3 R=10.43 it II FRAME WILFRED P. & 10. 8± ' 1=6.9±(12"VC-SE) It , , (BLDG. ELEV. = ® J \ + r► h 39,.8'±, LAURA PARENT - 10 0 ' ; BLDG. HGT. _ 8"VC ;�;. , , j 28.5'±) ; U 4 �1 =- - . - , , �� 1 x 9.. RCP-W) O OHW R=10.82 ,1 1=3.8(12"PVC-N) O E 1=4.7(8"VC-E) 6-WA 1 L� `.� ! �, G -(S}-� W� WTER w 1=3.9(8"VC-W) V®' - --- ----- --------- ------ ------ BOL ARD CLOGGED "RCP r 1 " r. D i?S S PARE DEMDPMW C n � UP#726WITH DEBRIS a. Q UP#250-1 #1 W/LGHT % �� R=10.76 R=10.79 W/TRANSFORMER ON w R=10.87 1=2. -RCP-W) R=10.52 1RAN VVT _ . 0-28-04 12 UNITS1=2.6±(24"RCP-N) ' " 1=3.2(12"RCP-E) 1=6.8(8"VC-N) 1=5.9(8"VC-N) 1 lye, 1 1=5.7(12"VC-NE) 1=3.6(----:-S) 0 x o APP DATE ISSUE/REVISION DESCRIPTION i t=2.6± 24"RCP-E � 1=2.x(24 RCP-S) I=5.4(8"VC-E) N0. BY (8-VC-W)-NOT VISIBLE DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN i CHECK BY: DH PLANNING B4!ARD APPROVED REVISED SITE PLAN LAYOUT AND MATERIALS J; PLAN PL07T DATE: Nov 02, 2004 7:59 am PATH: F:\land Projects R2\10918\dwg\ENG\REVI\ DWG: 10918PSr1.dwg SCALL• 1 " = 20' LAYOUT: LM01 A 0 20 40 80 SHEET: 4 OF 10 PROJECT NO.: 10918 -_ -- R=14.34 I=-0.3(12"PVC-N) GRADING & DRA INA GE - =-0.4(15"PVC-E) CONSTRUCTION KEYNOTES SALEM I=-0.3(12"P VC-S) (NOT NECESSARILY A CONSTRUCTION SEQUENCE) I=-0.4 12"PVC-W) 13.91 1 ++ti 14.30 _ MARITIME R=13.91 1- 0 I N O INSTALL "DOG HOUSE" DRAIN MANHOLE, RIM ELEV 10.4 1 i i a 14.00 -14.00 R=13.21 N INV (12" EX/ST.) ELEV. 4.4f ►�� f ( PVC-PVC _ INV (129 ELEV 5.5 TOWNHOMES 1=9.2 (12" ) =�1J.3 ___ _ __ R=12.77 1=6.3(18"Pvc-w) � < 2> INSTALL GREASE TRAP, RIM ELEV 11..3 12-PVC ii f `S-- 3`-- 15 PVC (N.P.V.-DEBRIS09.8±) '7 1=6.4(15"PVC-E) INV (12- IN) ELEV 62 18"RCP- „ -11 18"Pvc_____ _________S__ __ ___ ___ -- 18"PVC -_ H2o07.�4 a /NV. (12 OUT ELEV 5.9 -- ---�ICZZII=-- - -----------D._________----D--- _- ===9�--„__--- ----D---------------D--® s-p o ,3 INSTALL Vt7RTSEN7RYMODEL t�S 50, RIM ELEV 11.2 2-5 Waters Street wtr I , ++ -t- ____;� ��. �� 15 PVC O /NV. /N do OUT ELEV. 6.3 Salem MA 1 1 ++ W R=13.39 ( ) �( R=14.22 � , , „ -� W w W 4T=-1.0(15"Pvc-EW) .o'�° '��`� y 4O INSTALL DRAIN MANHOLE, RIM ELEV. 10.9 I-6. 18"PVC-E + + If-14--13.90 � G G W dQ AL �O. Q �, /NV. (12 /N) ELEV. 6.6 1=6.4(24 RCP-S) ' ' „ 14-"�13 90 G ' 4V �'-'T W /NV. (12- OUT) ELEV. 6.5 R=1256 12.56 3.00 R=12.90 1=6.4±(18"RCP-W) c`ry r'3 88 X 13.88 I9VV(FILLED Q $ INSTALL CATCH BAS/N, RIM ELEV 10.7 / i r N.P.V.(DEBRIS®11.1) 1 WITH DEBRIS) 14.24/ + i / 14.21 x x x x o x p /NV. (12) ELEV. 6.8 Q , CAr d 14'22 x 7.24 13 73 x----, X13. 4 f 4 6 INSTALL CATCH BASIN, R/M ELEV 10.7 U / Ix O /NV 12 ELEV 6.8 21 STORY WOOD f ( ) FRAME >(C 49.95 1 1-- " \ 2 STORY WOOD I x , w (BLDG. ELEV. = 50.0'±, 1 1 FRAME O INSTALL 4 OF 12 !� HDPE PIPE 13 �A� FOR: BLDG. HGT. = 36.0'±) + 3.49 (BLDG. ELEV.. = 2� STORY x INSTALL 12' OF 12",a HDPE PIPE X 02 3 STORY WOOD FRAME x O 0 51.2'±, ( WOOD FRAME i ray i i (4 2 BLDG. BLDG. ELEV. = 50.0±, (BLDG. ELEV. = x BLDG. HGT. = 36.0'±) 47.2'± BLDG. HGT. = 1 x g INSTALL 5' OF 1210 HDPE PIPE 11 O 33.2±') x I " ` REKTECH INSTALL 3' OF 12'>� HDPE PIPE I 1 ►� Q O r � � N x (n x 11 INSTALL 12' OF 1210 HDPE PIPE t o 196 Haynes Road F- (� r `� 12.50 > x r� , �N ( � U• m � j O W w i , 12 INSTALL SILTA77ON BARRIER AROUND EXIS17NG CATCH BASIN Sudbury, Massachusetts 01776 1 I Z J Q ro x w _Q �` rz U x PR/OR TO CONS7RUCT'ON s Q _J \ � � z F-J o 0 1Q INVEST GA TE THE CONDI DON OF EX/SING DRAINS VIA VIDEO CAMERA Q F'- _i 12.25 Z x AND REPORT TO C/TY OF SALEM ENG/NEER/NG DEPARTMENT LL_ �x 1 LLJ P#195-3 13.06 Q z Q (� t� I 12.94 (n C-i o 1 o o N/F r= x HANCOCK J 2 13.66s � -'x,3.2s ALBERTO AND x 1328 1 STORY gELKYS GUERRERO ° / I 13.16 CONCRETE BLOC o C x ASSOCIATES 13.20 _ 4i 00 /3 34 '\-5- 03.14 '\�' /2 12.04/ °° +I � 12.46 ^11.90 ; � x + 12 r 2.42 1 Civil Engineers 2 STORY WOOD FRAME ��1 + FLO t 13.• B.C.1 8 / 1 5 (BLDG. ELEV. =x4n% ,1 13 1 .30 1. 4 x BLDG. HGT. 27.7'±) ►''�` FIS y� 33.92 ±�� {2 I = 1 4f ,- -12, 10 FIRST FLOOR W x12.45 x+ 11 / 11.81 1.96 T.C. ELEV. = 13X0! t° I x 12.83 +, N, GARAGE SLAB „ - ` Land Surveyors �,� N CONC. ;>. 1. ELEV. - 12.5± X fill1 3 " W '?' 00 9 11 2 ]Landscape Architects �12 N,1(3-L » F.G. X r! F I / N 1.64 1 I ^ THE SALVATION Environmental ►+ � ,1.s oHw C. Consultants 1 1.7 oHW 159 � � ARMY OF 04 72` / . ter, MASSACHUSETTS, 1 N_ 12-5 criri 1 co II ^ ../ SMOKE CK rn INC. If 00 x 11.70 n F.G. , r,• X11.05 X11.61 X o OHW 12.28x ac 13.03 185 CENTRE STREET, DANVERS, MA 01923 J 11.78 $ FIRST FLOOR ' 1� -- 1 l 12, x T.C. ELEV. = 12.7± o o. 3 54 12.30 VOICE 978 777-3050, FAX 978 774-7816 12.01 i i ! ,;;� X 1 .T0 11.77 11.9 GAR °o 1 0.6,' 11.80 12.69 ) ) /. 10. 0 12.08 IWWW.HAN000KASSOCIATES.COM t 12.16 11.5 ELEV = 12X2± �, i I !12.os �,'-- ; ► v �o ` 11.67 coN . °�� o . . FIRST FLOOR 1 + +ca 4 :: 7 0° ,r x ELEV. = 1$.5t I / � OOD STORY X° GARAGE SLAB J 2 STORY WOOD FRAME +, �+ + (BLDG. ELEV. = 49.5'±, +r X RG• ELEV. N/F 0 g ELEV. = 12.1�k 49.52 r r = 46X4''!, -'• I >'YA BLDG. HGT. = 38.0'± + 1 o v1 ::::•:: , , r�t34.57±) . HILT. CARMEN z T.C. \ '� 7ALA 10.83 2 v, I X11 �81i.26 � #34026 g R A C H E •. •�� X 10.69 P { �� 1 ' 11.64 r 11.04 >'' I 14.2�I 11 0� Q„ o, \ ,n + 11.43 6 Fl ST FLOOR � \ N/F V. = 11.9! 10.5 \ l R=10.45 N M AND S LIMITED 1.3 11. GARAGE SLAB \ 1=7.5±(12'vC-Sw) g 4 Z F = 11.4± x 10 43 N _ \ + PARTNERSHIP f r- 11.2 11. •-• UP#7 1 �t a, - �� 4 00 „ 1 11.62 :: 5W/3 TRANSFORME y � ! `.00 •L O (V N/F B & BOLLARD 3 FIRST FLOOR r 2 STORY WOOD 11.07 ELEV. = 12X0! tD R=10.43 �i 7 FRAME WILFRED P. & 9 10. 8 1=6.9±(12`vC-SE) r, ; ; � '` (BLDG. ELEV. = \°' B( M , •GARAGLx '!43 ; , 39.8'±, - LAURA PARENT g 3 s T.C. 103 0 = 11.6t 10.2 BLDG. HGT. a' 4 \ S s-vc ty;. 1 1 1 5 28.sf) 11.0 � /� 1010 � .r .•• ��=.: 0.8 10. 9 ' x / 'RCP-w} R=10.82 1 � 1 1``T/ ,__ 1=3.8(12"PVC-N) $»'r�' >n 10.79 _ w 6 WATER �W l.. i 1 i=4X7(£4"VC-E) l �, �. 1T�+ G 1� 9 6 y� ----3 - I=3.9(8"VC-w) wqa� -, --- _ 10.62 --- - n===--�- '--_ �. _ -'r►-== __"-' � _- --_-__ -11-' 1 3 'X 9.89 SOH ARD.- N N * 12.73 CLOGGED 4"R ,`",r - 31' 4678 raj-BUS SS PARK DEVELOP 1 RAN VVT 0-28-04 12 UNITS �:1TII DLs�:� 10 ' r r 10.05 10.13 - it ��. 5 � �!r ,726 R= n_. Up#2 a0- ', `t xL MI#1 W/LIGHT-'\ 10.75 R=10.,_ /TRANS OR,.,,. of of •r- C ON NO. BY APP DATE ISSUE/REVISION DESCRIPTION R 1u.8/ s �, 1 1 1=2.6(24"RCP-'JJ) 1=5.2± 8"VC-W R-10.52 1=2.6±(24"RCP-N) n , , �- ( ) } i i 1=3.2!12"RCP-E} "Vr_N) I=5.9(8"VC-N)� kc, 1 DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN 1-J.I�1 L VU-tY C.� 1=2.6(24"RCP-S) ;=5.4(8"VC-E) 1=3•E(--=�} x ' _ �`' CHECK BY: DH I=2.6±(24 -E) I (8"VC-w)-NOT VISIBLE � ' , 5.x'12"�'C-N,W) , I v� cr, � r 9.44 9.520,51 8.1 I PLANNING• � t RD APPROVE SITE PLAN GRADING AND DRAINAGE PLAN I PLOT DATE: Nov 02. 2004 7:59 om PATH: F:\Land Projects R2\10918\dwg\ENC\REV1\ SCALE.' 1 " = 20' DWG: 10918PSrl.dwg LAYOUT: GDO1A 0 20 40 80 SHEET: 5 OF 10 PS 5 PROJECT NO.: 10918 12 R=14.34 I=-0.3(12"PVC-N) FINISH GRADE = EXISTING G ADE I=-0.4(15"P VC-E) I=-0.3(12"PVC-S) \ _ I=-0.4(12"PVC-W) SALEM , 1 _ f - - - - wV R=13.911T - 10 - - ES I C-,) R=14.00 EXISTING GAS S VICE (TBR) MARITIME R=13.21 1=9.4(12"PVC-SE) 1=9.2(12"PVC-SW) V TOWNHOMES f :1_.:==a== =__t`` _ R=12.77 1=6.3(18"PVC-W) 2"PVC 11 "'-S-=___;_ :__ __ 15 pyC (N.P.V.-DEBRIS®9.8±) -� 1=6.4(15"PVC-E) 8 8" SDR 35 PVC SEWER • 18_RCP '' �_ 18"PVC----- -- -------5-- =- - _= ---------- 18"PVC ------------ -- H2OC�D7.4 35 S = 0.015 -- -_ =-_-rl=-- =D=-- -----------=D=------=_ = am----F----D==-------------D--®;_~= 8" DR PVC SEWE 11 2-5 Waters Street --- 1 1 r+ -- --t----------- ""'- ---= ,a 15"PVC S - 0.005 FT/FT R=14.22 I �' w R=13.39 " �'�'� ��\ ^ Salem, MA ' ' „ ----G W W T=-1.0(15 PVC-EVj i� JG �'+ V 1=6.4(18 PVC-E) I G1 --------_�y� o Z V 1=6.4(24RCP-S) > j i i / r+- 4- G G W-': �o- -w F 6 SEEP I=6.4±(18 RCP-W) N i , X 13.88 R=12.56 �� R=12.90 Q \"---EXISTING WATER SERVI E (TBR) EXISTING WATER C NNECTION (TBR) COLLA E RY 100 FEEr / I I N.P.V.(DEBRIS®11,1} N.P.V.(FILLED 14.24/ 14.21 F� WITH DEBRIS) w r x x x // i ► Qa ti �-� 14.22 X 47.24 13.73 x o °o 24 STORY WOOD / 1� „f=� ` x o coo 00 I `^` It 4 4- 0 FRAME ;k 49.95 I r- ' \ 2 STORY WOOD Q (BLDG. ELEV. = 50.0'1, r FRAME /x _ 13 �- o BLDG. HGT. = 36.0'±) , (BLDG. ELEV,. = Xr23Y W 24 STORY x i N rn 00 51.2'±, WOOD FRAME WOOD FRAME �'� x LO N ^ PREPAREf� FOR LEV. o �c oo' ^ > '`� ' ► 4 2 BLDG. = 50A± (BLDG. ELEV. _ > CO GT. = 356.0'±) 47.2'±, x BLDG. HGT. T. _ " 2 w W w I I W WW p W W II ; M Q x x �� REKTECH i _ v _v v v I I I I'- I N x M z z Mz z M >: >: x DATUM ELEV N z z N z z_ N z z N Q~ W X p 12.50 I U) x 0.00 -0+25 0+00 0+50 1+00 1+50 1+81.81 fit, 0 196 Haynes Road r .1 rnC �mc W W o t z Q Q v x Sudbury, Massachusetts 01776 Q J !�,� �o Of r° z� o SEWER PROF/LE Li x z ¢ I F-- J 12.25 � x P#195-3 f � G-I I I Q ! Q � � SCALE.- 1�'=20' HORIZONTAL o o N/F j_ x SCALE.- 1"=2' INERT/CAL t fill2 fillJX13 9 ALBERTO AND tir>z 1328 1 STORY BELKYS GUERRERO ° 1 HANCOCK 13.16 CONCRETE BLOC I ",7a, O v x 13.20 i '3, 3.14 ��, ,- , � ASSOCIATES ;z 1 k VS 1 12.46 x 2 12 1�i.19 2.42 / 2 STORY WOOD FRAME (BLDG. ELEV. =X46%U, i', 6 ` / 12 8 1 .30 - x BLDG. HGT. 27.7'±) 33.92 rr Civil Engineers (2-L) -12� 10 t . I / x 12.83 rr N in I rn� CONC. Land Surveyors 1 1 3 � x c�j rr r 0 W o h r r r c-i (3-L o 9 1 0� ]Landscape Architects N N/F --tr JallS t, x � / , I 1.64 11 THE SALVATION N 11.9 oHW °HW OHW 50 � ARMY OF ``' Environmental Consultants MASSACHUSETTS, U SETTS, SMOKE CK I INC. 1 I 11.70 i Q s I 4 v / oHw � � � 185 CENTRE STREET, DANVERS, MA 01923 _ i � ��r2 t' � 12.30 12.01 ;; I 1 ""`� \ 11 9 4 WS �"IS ---^� 11.80 12:08 12.69 VOICE 978 777-3050 FAX 978 774-7816 r r 11 nca 12.16 / I 112.09 p °`\ 11 67 CON 'WWW.HAN000KASSOCIATES.COM 1 +r r 24 STORY 7 , 21 STORY WOOD FRAME OOD FRAME o N Q (BLDG. ELEV. = 49.5'1, r, X RG. ELEV. N/F •� as�� BLDG. HGT. = 38.0'1) 49.52 i i = 46.4'±, p ztN t)g� BLDG. . r I I - HGT CARMEN 34.5±) P R=11.26 s.---+V-VBIRACHE I TALACK r r 11.64 C! -11.04 > #3 rr I 14. o� VA r. �' f I \ �,n v' 026 y r r .y� I 11.43 6 WS If WS N/F No I R=1°.45 , 3 115 �� M AND S LIMITED +� '= 1=7.5±(12"VC-SW) FRA 7 S WS_ - PARTNERSHIP UTILITY CONSTRUCTION KEYNOTES ►' 11 9 # ,�o 0 62 5w/3 TRANSFORME y CO (NOT NECESSAR/LY A CONS TRUC7701V SEQUENCE) N/F 11.07 7 & BOLLARD R W � / � R=10.43 2 STORY WOOD„ I ` FRAME WILFRED P. & X I los 1=6.9±(12 VC-SE) rr ; ; j (BLDG. ELEV. _ \�' O INSTALL SEWER MANHOLE /N/V. (OUT) ELEV 6.00 ;; , , 39.8±, LAURA PARENT - - 10�3� /NV (IN) ELEV 6.10 " �J.; ► , � � BLDG. HGT. _ � � � - 8 VC ;'�. 1 . Q 28.5±) �00 ,. 4' 7� O INSTALL 64 OF SDR 35 PVC 8 0 SEWER R=10.82 `r,V= _ 0.86 10.89 i! 10.1 'RCP-W) 1=3.8(12"PVC_N) � '�` 1a J - -'_---'-'1 _--_-- ��`� 8~V 1 >" / �� oHw 3 INSTALL SEHER MANHOLE- RIM ELEV 10.0 1=4.7(8'VC E) r .� . G :_�� C w _ w 6 WATER wSM O /NV (OUT) ELEV. 6.44 1=3.9(8"VC-w) �ti�,_ oz __ 10_._x2 ------- ----- -____-- _- r -=- t -__ �� -_____-- --_ _ 1�-,� I /NV. (/N 6") ELEV. 6.54 ---- __ - - _�_ __ .raTD� -B LAR •� +� 12.73 k Z- r 1�S S pig DSVIgL PMU O INSTALL 113' OF 8" SDR 35 PVC SEWER 1 RAN VVT 0-28-04 12 UNITS CLOGGED 4'RCP r r 'X .UP 9 - / WITH DEBRIS I r 01' UP#250-1 WEU �, , R=10.76 R=10.79 W/TRANSFORMER O1'` M#1 INSTALL SEWER MANHOLE RIM ELEV. 11.5 R=1o_s7 N , , 1=2.6(24"RCP-w) 1=5.2± 8"VC-w R=10.52 Nw O /NV (OUT) ELEV 7.10 NO. M APP DATE ISSUE/REVISION DESCRIPTION 1=2.6±(24-RCP N) o ' ' 1=3.2(12"RCP-E) f=6.8(8"VC-N) 1=5.9(8'VC-N) _, y I /NV. /N 6" ELEV. 7.25 1=5.7(12"VC-NE) _ " ( ) w ( ) DATE: 06/15/04 DESIGN BY: VVT 1=2.6±(24"RCP-E) 1=2.6(24 RCP-S) 1=5.4(8"VC-E) " 1=3.6(----S) O 1 x = M I=5.5(12"VC-NW) (8-VC-W)-NOT VISIBLE O INSTALL 6 SDR 35 SEWER LA77ERAL S=0.0200FT/ T MIN. (TYP.) SCALE: AS SHOWN DRAWN BY: RAN i CHECK BY: DH O� 8.1 7 INSTALL 1" COPPER WA 7FR CONNEC770N (TYP.) OREL OCA 7F EX/S77NG OVERHEAD WIRES AS DIREC7FD BY POWER COMPANY PLANI-41 LNG, B )ARD OINSTALL 17?ANSFORMER Sff E APPROV D SCALE.- 1 " = 20' O INSTALL PR/MARY ELEC7RIC CONDUIT IMU11ES SITE PLA 4 0 20 40 80 11 EXCA VA 7F AND L OCA 7F EX/S77NG WA 7FR MAIN PLM NO TES PLOT DATE: Nov 02, 2004 9:26 om PATH: F:\Land Projects R2\10918\dwg\ENG\REV1\ 1. ENCASE NEW SEWER /N CONCR= IF W17N/N 10' OF EXIS77NG WA 7FR MA/N. DWG: 10918PSr1.dwg 2. ALL EXIS77NG U77UTY CONNEC77ONS SHALL BE REMOVED AS REQUIRED LAYOUT: U01 A BY CITY OF SALEM DPW. SHEET: 6 OF 10 PS�6 3. NEW GAS CONNEC77ONS PER KEYSPAN DIREC17ON. 10918 PROJECT NO.: FRAME do GRATE TO BE FRAME TO BE SET/N FRAME & COVER SIF LEBARON' APPLY FULL COVERAGE jLEBARON LF 246 OR EQUAL FULL BED OF MORTAR LK 110A WITH 3" LETTERS 'DRAIN' COURSE THICKNESS TACK COAT AT JOINT COMP40701V REQUIREMENT SALEM FRAME TO BE SET/N12" 1/4" lO 1/2' FULL BED OF MORTAR MIN. 2 COURSES OF MIN. 6 THICK 1 1/2 TOP `-" k::` :_-':=``: °:.:_-,�-: :.'•=:r:. :r.:' TEST PER AASHTO Tr66. SEE NOTF[1] 6 - CANCREIF BRICKS 2 1/2 BINDER A" TEST PER AASH70 7Y66. SEE NOTE[1] MARITIME MIN. 2 COURSES OF -.--_� _-�_k -:':: USED , BRICKS TO BE USED B/TUMINOZIS DEE SIMENTS °o ' 00 0" d° °o o° . FAR GRADE ADJUSTMENTS CONCRETE COLLAR 6 UNTREATED BASE ° - °" ; ° o ° o °°° 95X, TEST PER ASTM D-1557 TOWNHOMES V W� 8" 24"0 f1' Qo SEAL ALL OPEN/NGS ° °fie o ° o '.° ' o V COMPACT -"�, NATER77GHT WITH o V V W MIN 48"0 *1' OUTLET STRUCTURE I NON-SHR/NK GROUT oa o'O o °o °-0 o Q Q r ° ° ° ° 014, ° ° 2-5 Waters Street BACKFILL TO '10 6 ON7REA TED SUBBASE ° o ° o o °0 95X, TEST PER ASTM D-1557 O BASIN HOOD --- ,RCP PIPE 95X PER ASTM y 24'�1"D/A. 5' MINIMUM o o O o o O� o° o Q� ----- RUSH WITH /NS/0E D-1557 4,000 ASI. PRECAST , / /� / / / / / Salem MA Ft 18- BASIN WALL 48'.f1' D/A. CONCRETE' SUBGRADE /\�/\/\/\/\/\/\/\/\/\/\/ 95% TEST PER ASTM D-1557 c Q 9NON-SHRINK GROUT MANHOLE STEPS ASTM C-478, AT 12" a C. FAR Z RE/NFOIRONG PER NDS• Z N MORTAR ALL JO/NTS STRUCTURES OVER ASTM A-185 [11 COMPACT ATO TEST AVERAGE OF 96X NO TEST LOWER THAN 94X p 5 6 FEET, RIM TO V v .I MIN. INVERT c,� W 1+ '� MAX/MUM AGGREGA 1F y ,-4,000 PS/ PRE-CAST SEAL ALL h o; 6'w MA TER/AL SPEGYF/CA 77ON CR PARTICLE SIZEIN. COWCRE7F TO OPEN/NGS WA IFR- m MIN MHD M3.11.03 Q CONFORM WITH AS1U m 0-47,a RENFOIRC/NG AGNT Wl70P - 817UM/NOUS CONCRETE CLASS /, TYPE /-1 1/2 PER ASTM A-185 NON-SH GROUToo �g MHD M3.11.03 6' DEPTH SOF 314=f 1/2` BINDER- B/TUM/NOUS CONCRETE CLASS /, TYPE /-1 1 PREPARED FOR. S701VE ON STABLE BASE 6" DEP1N OF 2"f CRUSHED STONE BASE - GRAVEL BORROW MHD MI.03.0 TYPE C 2 CA TCH BA 51N W7 7H H("D UNDISTURBED SOIL OR SUBGRADE COMPACTED 70 95X PER ASTM D-1557 SUBBASE - GRAVEL BORROW MHD M1.030 TYPE C 2 REKTECH TYPICAL CROSS SECTION — NOT TO SCALE NOTE CON/CAL TOP MAY ALSO BE USM UNSUITABLE SUBGRADE - 0,9D/NARY BARROW MHD MI.01.0 12 DRA/N MANHOLE B/TUM/l MOUS CONCRETE PAVEMENT T 196 Haynes Road Sudbury, Massachusetts 01776 TYPICAL CROSS SECTION TYPICAL CROSS SECTION NOT TO SCALE NOT TO SCALE 5'x16" SPLIT-FACED GRANITE CURB, HANCOCK- MPFULL MORTARED JOINTS (MHD 7)'PE VB)6` REVEAL COURSE' OR PA VERs ASSOCIATES BINDER COURSE OR 8/TUM/NOUS SETTING BED CONSTRUCTION /N AREAS 719 ° GRAVEL BASE PLANTED OR UNIMPROVED AREAS CONSTRUCTION /N AREAS TO BE PA VED o °, ° ° DOUBLE-STAKED HA Y BALE ° S..' �� . 3000 P.S/. LANDSCAPE A ON PAVEMENT Civil Engineers , -0. o \,� CEMENT CONCRETE SURFACE RESW 11 000 ° °=.a ° ON7REA TED BASE COURSE lO1AS0/L COMPACIFO GRA VF1 BASE CATCH BASIN �x /�, COMPACTED TO 95X PER AS 7Y TOP, FRAME, do GRA 1F Land Surveyors ° .. .r• - D-1557 (SEF PA VEMENT a GRADE SPE04RCA77ON FOR BASE a.•'p =•. °.•'p A . a-: 9 = .A •p-•'p / \/\/\ 6" 5` 6` COURSE MA1FR/AL) _ _ Q o o °.oa:_:o.•D. a: ,•o� o °.oa:_�?: MIN. MIN. (�I—III=II�=II o-' ;o�'o-' 'O.. -.°p' a •`�� ;op Landscape Architects SUBGRADE COMPACTED TO I I-III—I I i�I _ 95X PER ASTM D-1557 Q� Z V I I Mi 1=1 I Mi I I I i—III—I I I— CATCH BA MN Environmental VER77CAL GRAM/£ CURB �m =1►I—t I I�I I►i—I i I—Tim i 111111111111 1 I I I I II I II I II I I I I IIS f W CROSS SECT/O/V - - - - - LAY BACK SIDE SLOPES a CATCH BA SIN SILT CHECK consultants NOT TO SCALE N ` '= = `-- "°== OR PROVIDE STRUCTURAL QZ ``'Y` =`� 'A�,'�'` " SUPPORT FAR TRENCH NOT TO SCALE i o ::tSEE N TE 2 = '- WALLS PER OSHA REQU/R06N1S I =:,•�:.��:;��:,•;..:.:_.-_;�-:;. 185 CENTRE STREET, DANVERS, MA 01923 ry �m • ```-' '` VOICE (978) 777-3050, FAX (978) 774-7816 W = ' WIWW.HAN000KASSOCIATES.COM ' SPR/NGL/NE HAUNCH/NG FRAME do COVER SIL-LEBAROW 6BEDDING � � yaaav V. LK 110A WITH 3"LETTERS "SEWER' FOUNDA 770AV STAB/UZA TION �o _ NNEN REWIRED BY ENGINEER STEPPING STONE, SEE PLAN TAWCKa 12 1/4' 1D 1/2 SHAPE BEDD/NG BY HAND #aaaza 07HERW�SE PLACE BEDDING ON 2" SETTING SAND FINISH GRADE TO FIT BOTTOM OF PIPE, INSTALL UND/S7URBLD NATURAL SOIL R PIPE ON STABLE BEDDING WITH UN/FORM BEAR/NG ••;'.:• ` -'-' ::A' ' ' ' UNDER FULL LENGTH OF PIPE BARREL . COMPACTED GRAVEL/COARSE SAND MIN. 6'w 1N/CK B/lUM/NOUS '— 3 V " CONCRE7TE COLLAR • 2,-6 FOUNDA 770N, BEDD/NQ do BACKFILL MA 7FR/ALS [1 CE 3141-1-. GRADED i 3 719 5 401IRSES OF CONCRETE GRANULAR BACYCf1LL A T i ff o BRICKS IFOR" GRADE ADJUSTMENTS PIPE MATERNAL HDP, PVC RC, D/ 0P11MUM MOISTURE/N UNDISTURBED SUBGRADE CJ -I OR COMPACTED FILL COMlPACT STRUCTURE FOUNDA 77ON [6] [6] HOR/Z6NTAL, 8=DEEP, BAClKF/LL 7O 95X S TA B/ LOOSE LAYERS; COMPACT o ,a 48" ID PER ASTA1 D-1557 BEDDING [1J [fJ TO 95X PER ASTM D-1557. h4,0010 P.S/. PRECAST [2J MEASURE,D AT 7HE SPR/NMINIMUM WDTH OF CGUNE BTL�PP/NG 49TONE Z W CONCRETE CONFORMING WI7H HAUNCH/NG [1I [1J OF THE PIPE, INCLUDING ANY - Q w AS7A! C-47$ REINFORCING NECE55�URY SHEA7T//NG:• TYPICAL CROSS SECTION NOT TO SCALE y v PER AS7161 A-185 /N/77AL BACKFILL [1J [1J Q ALL JOINT BETWEEN SEC77ONS, FINAL BACKRLL [4] [4] P/PE/.D. r WD 7H r GRANDE RINGS AND CAS77NGS LESS 1NAN :2f O.D. f 12 4i Q 21" TO 42' O.D. f 24' o O o 3 O SHA�CL BE SEALED MIN [5J [5J GREA IFR 1H1AN 42` O.D. + 30' : h v WA7FRAGHT. ALL UFT PIPE COVER of V HOLIES SHALL BE GROUTED 3 INSTALL PIPE/N CENTER OF ]BENCH. HAND-SWEPT SAND JOINTS (TLP.) 1 RAN VVT 0-28-04 12 UNITS h Z ON JNE /NS/D£ AND IXIISYDE [J Zi Q = fN71� NON-SHR/NK GROUT [4J /N PLANTED OR UNIMPROVED AREAS, U,SE GYV-SITE EXCAVAIFO MA1FR/AL FOR UNILOCK PAVERS N0. BY APP' DATE ISSUE/REVISION DESCRIPTION v RNAL BACKFILL CWFACT TO 95X PER ASTM D-1557. MV PAVED AREAS Old Greenwich Cobble �c v \ OBTAIN ENGINEER APROVAL OF ON-SITE"EXCAVATED AA7ER/ALS FOR USE AS Pattern & Color TBD DATE: 06/15/04 DESIGN BY: VVT tz 3 h TABLE AT 2/3 PIPE DIAMETER FINAL BACKFILL EXPANSION JOINT AND CAULKING SCALE: AS SHOWN DRAWN BY: RAN :; r4 v "4 6' 3MAX. 5 MINIMUM COVER OVER TOA OF PIPE :' •; CHECK 6Y: DH -4W , MIN. GRGkUT AROUND PIPES WITH [I FLASHING AT CURB e o NaV SHRINK GROUT 70 -I ��¢%�j• SPRIINGUNE PIPE MATERNAL HDP, PVC RC, D/ - NEOPRENE TACK COAT WRIER 5'-0" 5'-0` ;:::; .:.;::: °:::; :.. Y �;: .-: 3/4 BITUMINOUS CONCRETE SETTING BED :. ..• 2 SEWER 4-O" 4=0' •`'•,: ':• �; RES/L/EN'T CONNECTORS PER DRAIN )=6" 1=0' � �:_`!° *:• r.: :� :,.�..:.;:`.-'; ;: :;';_:`• -:.:::: 6 BITUMINOUS CONCRETE BINDER COURSE ~.' g...,. ,. ASTM C 923 SITEWORK [6,j FOR FOUNDA770N STABIUZA770N USE 2'f CRUSHED S7Z'�YVE.. p��,�`�� MORTARED BR/CK b•I� , Z - • _ 6` DEPTH OF 2"f CRUSHED STAKE COMPACTED GRAVEL BASE, 8" MIN. �'� L TABLE do INVERT P/PE TRENCH DETAILS M/N. 0.2' DROP THROUGH - ��•.: P ROVE:_ MANHOLE TYPICAL CROSS SECTIOYY PLAN UNDISTURBED SOIL OR SUBGRADE NOT TO SCALE �- COMPACTED TO 95X PER AS714/ COMPACTED SUBGRADE A N D-1557 SEWER MANHOLE PLOT DATE: Nov Ot, 2004 2:11 pm TYPICAL CROSS SECTION PATH: F:\IL°nd Projects R2\10918\dwg\ENG\REV1\ NOT TO SCALE DWG: 109r18PSr1.dwg PA VER PA VEMENT LAYOUT: DET01 A TYPICAL CROSS SECTION — NOT TO SCALE SHEET: 7 of 10 PROJECT NO.: 10918 fRAME do COVER MIN. 6' ,HICK B/r. SALEM Slit LEBARON LK 110 1/4' TO COWC. COLLAR I 1/2" fRAME TO BE SET/N MARITIME INLET WfTH 12'X12' TFE :::� : , frlLL BED OF MORTAR MJN 2 COURSES OF TOWNHOMES C0IVORETF BRICKS FOR 24'f1GRADE ADJUSTMENTS ao ' _ MORTAR ALL JOYN7S RUSH WTH INSIDE HA LS 2-5 Waters Street OF MANHOLE BASE Salem MA N �n LOWEST OUTLET PIPE WITH 12'X12' 7FE �N/' '�E 'DOG OUSE'BASE 4,000 P.SI. PRECAST mom Now3 SEAL ALL OPENINGS � SEC n) FOR 12' P/PE OMfORMN WITH A . 2 ASTM C-478 WA 7ER77GHT WITH A 9 AQNFOT a�PER NON-SHRINK GROUT w /N.50 L-Li 000 P.S.I. PRECAST CURB SA9P W v : COVCREIF COWFARM/NG o WITH ASTM C-478, eUIA GOOSENECK S SKr v e � 5'MINIMUM W ; 48 -t l /A,I REI'NFGRCYNG PER ASTM SEAL ALL OPEN/NGS m 6 COWCREIF BASE A-18.5 COPPER lUB/NG WA7FR-77GHT WITH m 6' o NON-SHR/NK GROUT COMPACT S7RUC7URE [2] o og o o�� . PREP'4RE� FOR: t q •• BACKf7LL 1t7 95,t• 110No egPER ASTM D-1557 6' DEPTH OF 2"f A/N CRUSHED STONE 6'DEPTH OF 2'f CRUSHED STONE CRUSHED STOVE '-�--UND/S7VRBED SOIL OR SUBGRADE REKTECH UND/SIURBEO SOIL OR SUBGRADE NOTES, COMPACTED TO 95X PER ASTM D-1557 [1] WATER SERWICES LARGER THAN ONE INCH ARE TO BE COMPACTED 70 95X PER ASTM D-1557 NO CON/CAL 70P MAY ALSO BE USED. RESIRAI/HED TO MANN WI1N APPROVED SADDLE. OT [2J COORD1,NATF BUIL DING CONNECAAN W17H PLUMB/NG DRAWINGS NO 7F-- CONICAL TOP MAY ALSO BE USED 196 Haynes Road GREASE AND OIL SEPARA TOR WA 7 E SER WCE 'DOG HOUSE'DRA/N MANHOLE BASE Sudbury, Massachusetts 01776 TYPICAL CROSS SECTION TYPICAL PROF/LE NOT TO SCALE NOT TO SCALE TYPICAL CROSS SECTION NOT TO SCALE H-A-NCOCK ASSOCIATES This CAM file is forthe purpose of specyying stornwtertreatment equipment to be furnished by Vortechnics,Inc. and may only betransferredio other documents N T exactly as provided by Vortechnies. Tide block Irformation,excluding the vortsentry 2 (600 mm) DIA StmrwaterTreatment System and paten pending designations, may be deleted TYPICAL 1. STORMWATER TREATMENT SYSTEM(SWTS) SHALL Civil Engineers necessary. Revisions Wo any part of this CARD file without prior coordination with I BE DESIGNED TO MEET PERFORMANCE GOALS BASED Vodectnics shall be considered unauthorized use of proprietary Information. �,...« ON FULL SCALE LABORATORY PERFORMANCE DATA THE VORTSENTRY'SECTION SHALL BE STENCILED j 2. SWTS SHALL BE DESIGNED TO RETAIN FLOATABLES Land Surveyors WITH THE VORTECHNICS NAME AND LOGO. AND TRAPPED SEDIMENT AT FLOWRATES UP TO AND SPE OPENINGS SHALL BE STENCILED INLET OR INCLUDING PEAKTREATMEfdT CAPACITY Landscape Architects OUTLET AS APPROPRIATE -T 3. SVVTS INVERTS IN AND OUT SHALL BEAT THE SAME E ELEVATION LENGTH woo4. SWfS SHALL NOT BE COMPROMISED BY EFFECTS OF Environmental AS DIRECTED OR SPEC/RED DOWNSTREAM TAILWATER Consultants OD + 18" (450 mm) 6. SWfS SHALL HAVE NO INTERNAL COMPONENTS THAT KLAN VIEW OBSTRUCT MAINTENANCE ACCESS 6. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR 185 CENTRE STREET, DANVERS, MA 01923 Z I B SIZEAND LOCATION VOICE (978) 777-3050, FAX (978) 774-7816 0 7. PURCHASER, SHALL NOT BE RESPONSIBLE FOR WWW.H AN COCK ASSOCI ATES.COM A r` B A ASSEMBLY OF INTERNAL COMPONENTS W + - --- ---- r� --r-- 8. (1) MANHOLE FRAME AND COVER SUPPLIED WITH 30'BEND (ROTATE SYS7EM,NOTlNSTALLEDF I AS REWIRED) 9. PURCHASER TO PREPARE EXCAVATION AND �Yaaavv�` Y-BRANCH OR T-BRANCH d D PROVfOEUFTING EQUIPMENT S u+cxo �, 3 PLAN HEW r `� -- 10. CONTACT VORTECHNICS AT (877)907.8676 FOR � ti� a E SIZING AND ORDERING INFORMATION COMPAC7FAD , SELECT BACKFILL = C lI 0 A COMPACTED ° o �-.0 0 0 CRUSHED STONE UND/STURBEDL 4" MA 1FR/AL ,I,//Ay, SEcnoN B-B GROUND SURFACE PROVIDE 2'x2' OAK ._._r_. PARKER ROVIDE CRUSHED STONE TO 1 W FT ABOVE PIPE END do 2 FT 4 LEFT SIDE VIEW ELEVAMON VIEW RIGHT SIDE VIEW : (AWMINUM COMPONENTS NOT SHOWN FOR CLARITY) (ALLMINUM COMPONENTS NOT SHOWN FOR CLARITY) 1 RAN WT 0-28-04 12 UNITS BUNG CONNEC770N PIPE ,moi e M/N. SLOPE 1/4/PT. NO. BY APP DATE ISSUE/REVISION DESCRIPTION UNLESS' OTHERWISE D/REC1F0 0 0 ' �oo°a \ DATE: 06/15/04 DESIGN BY: VVT 00 Approximate ASSEMBLY VIEW SCALE: AS SHOWN DRAWN BY: RAN Total Storage - Approximate Sleeve Recommended CHECK BY: DH °°o° VortSentry Distance .,o° Diameter Treatment Base Riser Total Outside Dimension Maximum Pipe •'` 0 ° ° Model Outside Top t .. . •° �; `_ <•: % \ 2_0. Depth Height Height (square) Diameter •= Invert [COMPACTED CRUSHED S70NE (ID) A B C D E (I D) UND/S7URBED MA1FR/AL ftmm ft mm >ft mm ft ft m in mm in mm SITEWORK WHERE SADDLE/S USED, BR/CK do CEiI/ENT TO BE 3D � 900 3.38 1029 3 900 9.83 3.00 3.42 1.04 26 fi60 12 3� PLACED UNDER EZBOW, SADDLE, � MAIN PIPE �L„�g��.,�r DETAILSPROF/LE A-A V= 4 1200 4.52 1378 3 900 12.5 3.81 4.98 1.52 31 790 15 375 1N�,y SEWER CONNECIMN VS60 5 1500 5.63 1715 3 900 13.26 4.04 4.55 1.39 35 890 18 450 APPR V P�N NOT TO SCALE VS60 C 1800 6.75 2057 3 900 15.34 4.68 5.75 1.75 42 1060 24 600 Sl-rE: VS70 7 2100 7.88 2400 3 900 18.58 5.66 8.04 2.45 49 1240 30 750 �`" ' PLOT DATE: Nov Ot, 2004 2:13 pm PATH: F:\Lond Projects R2\10918\drq\ENG\REVt\ V884 8 2400 9.00 2743 3 900 19.16 5.84 7.62 2.32 49 1240 30 750 DWG: 10918PSr1.dwg LAYOUT: DET02A SHEET: 8 OF 10 PS�8 PROJECT NO.: 10918 O LL W LEGEN D M W LI z Lj Q U SALEM Li z — 0 � � • Cn Qf � z '-- --� TIME I Q —� z 0 Q F— Q DECIDUOUS SHADE TREE �- � W TOWNHOMES Q I � Q i I � I � C� I N /F 2-5 Waters Street Salem, MA 2 PRU I I ALBERT'O AND 1- ORNAMENTAL TREES I I � BELKYS GUERRERO I 16 THU I GATE (TYP) EVERGREEN SCREENS L 1 4 h PV 16 FES 8 HYD 15 THU ANNUAL PLANTERS V ` ` (TYP) .♦ 1 .EUN. -GLE • ..• , ,. LVV 4 �,:;' r ' :•. PERENNIALS 1 MON 11 HYD - . ' . - . - . . —- ,•,r ., �� , 8 HOS ' '•• •'••'• . .' • •••`•• j . . •5 ILX 1- MIS' },.•.'♦'f•.•'.}y a:r+'',f+,• }', ' r}a L V i-1,'Y 7... ^> p V V 1> HES . , . , } .• , :.. . . REKTECH .•,.,. ;•_• f .•• • •• :. . i �, > < icA> GROUNDCOVER - - . a • • } •,+ . h ]LVV ' > < i :1:0 -CHR- '. < i -1 RSA '. a9 PIE i — — — — ANNUALS IN PLANTERS 10 �.� PERENNIAL 196 Haynes Road ANNUALS IN WINDOW BOXES Sudbury, Massachusetts 01776 :: :\ . ''- . /• 1 MIS GROUPINGS TYP D /.3 RSA. <, L O 70wMH LAMP, 10' POST, TYPE III DIST. ' I I WOODEN PRIVACY FENCE/GATE, 7' HT. 1 EUN -2 .COR_ _> 16 V1N' GATED ARBOR WITH 10 PRU 3 PIE ILkNCOCK Y 3. ROS . - . - � LVINE (TYP) cMIS �� ° Lv3 AST N I SPIE '2 AMC- 3 CHR I I V r _l. ASSOCIATES - -• - . - -- - . . ' . . • ' . - -. . . . - . • -- • - . - - - . . • - - -. .14-VIN - - ' - - - . - � :1�. MI�- 7VI6 I L ; •� :; > �. GSE :3 'ROS THE SALVATION 1 HYV 3 AST 1 HYV X15 VlN F3 CHR Civil Engineers 14 TAX / �. . • - .\. ' • . . - • . - - . . ' - . . ' • . � ' - . • - • . - - • . ' • '., •,.• . _ ARMY OE 7 ILX ' < MASSACHUSETTS ,. 1 Land Surveyors > V V > / 1 MIS ,� � ,•, 'ter LV -•.• L I PEASTONE ' f . 0. ttYD . *y `. .• ,• . INC C . -•f f}• }•'•y' 1 ACCESSWAYS 18-30" Landscape Architects 1.6 THU 1 HYD/ WIDE (TYP) 7 PIE - 8 1 DECIDUOUS SHADE - - . 3 HEU 3 HEU ` 1 HYV Environmental - - - — — — Consultants TREE (TYP) �' _ �. 3 HOS 3 HOS I i . 1 -MISl- 3 RSA WHITE VINYL PRIVACY C > G 4 < > /3 RVA ALV 1' < 3 ROS �j >L�C V 9> c ic^> LVV 4> < i<A>LVV 9> < <A> < , 18 TAX J P , 1 .1, . v _ 3 (LX ' 185 CENTRE STREET, DANVERS, MA 01923 cnP> y '� ,4 < 24 THU VOICE (978) 777-3050, FAX (978) 774-7816 WWW.HAN000KASSOCIATES•COM 6 PIE : < I LUMINAIRE AND POST, -\ - r I ' • . - - . - . . . 2 ROS I SEE DETAIL (TYP) '� �-- 1 RSA 3 AST 3 MIS N ' 2* COR 3 CHR 1 EUN K"oF"� • 2-6 HEM-. -. ' - • . ' �,L ...��,, � �4��♦� .----'1* . COMPOSITE DECKING �� TAUVV 1.4 VIN .MIS . 7 VIB 6 HYD :, a?. v�w►vv. _ i 3 ROS CARMEN 3AST - ,T :, (TYP) g 026 � . 3CHR 6 PIEBRACHE ' CONCRETE UNIT / ^ ' ='•' ''�' • I 3 ILX PAVERS, SEE DETAIL 1 1 • . -.1- MIS PAVERS, 'r, � . : - 1 I 1 COR I - - 1 � •MIS l}�� . , ' L V .'•'•••'•:• L 'f , (TYP) - . - - - •. -. • - •. � - • -. � ' •- -. � •' •- - - � . � - . - , i . , ,.- � ..,... � � 1 COR 8 HEM 18 VIN I \ I 1 '•'.: •�•'• `•`• I 18 VIN I EVERGREEN SCREEN /* - ;••.. .• .- _ I 1 2 EUN 0 PRU 10 HEM � 1 HYV (TYP) FES \ 1 HYV -� 7 PIE 8 ,- •.• . `':. - L t; ' L 3 HEU 3 HEU fN /F - - - - . - .-` - - .. � <^>pV 1 r:y < :•ry�s�.••}'••• ' ♦ • Y• ;`• c > I. L. ,, , •.' .' •. •' V '�> G icA LVV 7 i > c TRANSFORMER — 14 HEU 3 HOS 3 HOS ;�� - ' <', L�� > Lv� ,> a� M AND S TIMI < _1 - LVv A> ;- V '/> < i<� •./- 3-• 1\Vll. VV >< -1 1 7✓V< c<>, -�h � �.� �li cel>6VV > < icil>Lb 'I> < icq�LV 9> < •1<^> I' i;Y <]L^V '�' Cq>LVV 1> 't.. V < i<^> L V 9> < i< ] a•,`,`',.•-�,`}• ,^ L <'' ✓{_ r ` L PARTNERSH I 8 FES '`'•"' `,.,', Yf' };: 1 V WT 0/28/04 12 UNITS 1 HYV 8 HOS 20 VI '' < ' 10 HOS 3 ILX NO. BY APP DATE ISSUE/MU DESCRIPTION I , ] LVV < �— �� -- � \ ` i c � \ ^V DATE: 9/2/2004 DESIGN BY: SMV I N /F - •- •. -- ' •• -. -. ' -- - -_ - . �_ <i<^>L � I � 6 PIE 2 .AMC. : '` SCALE: AS SHOWN DRAWN BY: SMV WI L ED P . 7. HEU 14- VI N 1 1_VI IS- i L ^ / CHECK BY: VVT - 1 EUN ` I 1 GLE -3'.R OS. 1 ' LAURA PARENT6 HYo , ► • i 8 CHR 9 r^* ee Tq>L < LVV 7 < icA>LVV 7> < icA]LVV 7> LVV 4> < A<1>LVV 0> < i'CA- -VV 4> < i<�1] LbV cA>L V V -/> < i'CAN _ MAILBOXES :5 HEM.. L,.. l- , '~ �o LANDSCAPE (TYP) 4 ILX 24 ILX PLAN I 2 MIS I 6 PIE , �r TH MA SON S TREE T EVERGREEN HEDGE 5 ILX (NP) 1_; V 3 TAX ] ] ]< ]< ] > ] ] ] ] ` i ] 14 TAX PLOT DATE Nov W.2004 6t 43 am A ^ <A> V<A>V<A>V<A>V<A> <A> 7 v A 7 c c c < .� t 1 c 7 c^ � <^' < PAn}t L• 10018 — — — — — — — — — — — V > \�0\ — <A — — — — — — DWG: 1091&A3.dwg SCALE.- 1" = 10' LAYOUT: L-1 I I SHEET S OF 8 NORTH 0 5 10 20 40 PROJECT NO.: 10918 QTY I SYM I BOTANICAL NAME COMMON NAME CULTIVAR IMIN. SIZE IREMARKS GENERAL PLANTING MIXTURE SPECIFICATIONS DECIDUOUS SHADE TREES 1. Topsoil: Fertile, friable, natural topsoil without SALEM 3 GLE GLEDITSIA TRIACANI'HOS INER. HONEYLOCUST SHADEMASTER 21/2-3 CAL. p p �+ admixture of subsoil material, obtained from a ORNAMENTALTREES well—drained arable site, reasonably free from clay, lumps, MAMTIME 4 AMCI AMELANCHIER X GRANDIFLORA SERVICEBERRY 'AUTUMN BRILLIANCE' 8-10' HT. MULTISTEM coarse sands, stones, plants, roots, sticks, and otherforeign materials, with acidity range of between pH 5.5 to TOWNHOMES 6 CORI CORNUS KOUSA KOUSA DOGWOOD 2-21/2" CAL. HYBRID, B AND B 6.0 and be typical of the area. Certain plants such as LANDSCAPE SHRUBS broadleaf evergreens may require more acidity. Identify source location of topsoil proposed for use on the 40 HYD HYDRANGEA MACROPHYLLA HYDRANGEA 'NIKKO BLUE' #3 POT SUN TO PART SHADE project. Provide topsoil free of substances harmful to 2-5 Waters Street 64 PIE PIERIS FLORIBUNDA MTN. ANDROMEDA #3 POT SUN TO SHADE the plants which will be grown in the soil. Approval by Salem, MA 22 PRU PRUNUS X CISTENA PURPLE SAND CHERRY 2-3' HT. FULL SUN, B AND B designer required for material and location of use. 2. Peat moss: Brown to black in color, weed and seed 14 RSA ROSA RUGOSA SHRUB ROSE 'ALBA' #3 POT FULL SUN free granulated raw peat or baled peat, containing not 17 ROS ROSA RUGOSA SHRUB ROSE 1 #3 POT FULL SUN more than 9% mineral on a dry basis. Approval by 34 VIB VIBURNUM TRILOBUM CRANBERRY BUSH 'BAILEY COMPACT #3 POT SUN TO PART SHADE designer required for material and location of use. 3. Organic Matter: Organic matter can be from peat HEDGE SHRUBS moss, compost, or locally available organic waste. Organic 6 EUN EUONYMUS ALATUS BURNING BUSH 'COMPACTUS' 2-3' HT. SUN TO SHADE, B AND B matter should be free from debris, weed seeds, and ,�3'x3' FIR STAKES (PER 7REF). ATTACH 3%16• GAL insects or diseases which may be harmful to the intended STEEL CABLE TO 1 1/2' SCREW EYE/N POSTS: ENCASE WIRE AROUND TRUNK /N NEW&A CK REINFORCED PFEPAFED FOR 60 ILX ILEX GLABRA INKBERRY 'NORDIC 2-21/2' HT. SUN TO PART SHADE, B AND B planting. Plant materials such as perennials may benefit RUBBER HOSE. SECURE ALL ENDS OF CABLE W7N from increased organic matter. Approval by designer GAL V. MALLEABLE CABLE CLAMPS EACH CABLE. EVERGREEN SCREEN required for material and location of use. 4 1/2' CALK 71/RNBUGICLE 49 TAX TAXUS X MEDIA HYBRID YEW VERTICAL SELECTION 5-6' HT. SUN TO SHADE, B AND B 4. Fertilizer: Commercial type approved by the Designer. NEATLY WRAP ALL DECIDI/AfJS 7REE TRUNKS AS X10--XTECH 71 THU THUJA OCCIDENTALIS ARBORVITAE 'HETZ WINTERGREEN' 5-6' HT. SUN TO PART SHADE, B AND B 5. Depth: Planting soil shall be provided at a minimum .90ECIRED. PM77CAL POS7S TO BE PLUMB AND depth of 6" in any location to receive trees, shrubs, STRAIGHT. GROUNDCOVER perennials, annuals, vines, seed or groundcover, or as 6,-0„ ,r PINE BARK MULCH TBD SAG SAGINA SUBULATA IRISH MOSS 10,000 SEEDS PER 1000 SQ FT noted in Landscape Details. ,v/N rH19f SOIL SAUCIER ArmG£ OF m6r PJT FINISH GrAD£ 196 Haynes Road 109 VIN VINCA MINOR PERIWINKLE FLAT/24 12" OC 12._1 II Sudbury, Massachusetts 01776 _ GY/T ALL STRING WRAPPED AR0UN0 BASE OF TRUNK VINES SHRUBS AND PERENNIALS, SEE ' =�$11 II I1 I I AFTER PLANTING 10 HYV HYDRANGEA ANOMALA CLIMB. HYDRANGEA #2POT TRAIN ON GATED ARBORS PLANT PALETTE (THP) 4'-0' � = PLAN77NO MIXTURE AS APPROVED BY DESIGNER 12" I I _ 2'ORAWAGE MD[/ND III ORNAMENTAL GRASSES _ ++ COCK 32 FES FESTUCA CINERA FESTUCA ELIJAH BLUE #1 POT 15-18 OC ~'�`}Y� V SAGINA SUBULATA (IRISH DOSS) I ,I OR VINCA MINOR (PERIWINKLE) 17 MIS MISCANTHUS SINENSIS MAIDEN GRASS 'GRACILLIMUS' #3 POT 340C SURROUNDING PEASTONE ASSOCIATES PERENNIALS AOTH (TAY TO A VARIABLE �= ""DTM � ') Tf E STAKING D� 7A L 21 AST ASTILBE X ARENDSII FALSE SPIREA 'BRIDAL VEIL' #2 POT 18-20" OC k n,, 'Y- * NOT TO SCALE n � ;;`� c STEEL EDGE (THP) 30 CHR CHRYSANTHEMUM X KOREANUM SHASTA DAISY BECKY' #2 POT 12 OC ,�Y Civil Engineers 49 HEM HEMEROCALLIS DAYLILY 'HAPPY RETURNS #2 POT 18-24110C �xx Y 41 HEU HEUCHERA CORALBELLS 'EBONY & IVORY' #2 POT 12-15" OC f Y_ JL TYPICAL TREE PLANTING DETAIL N07M Land Surveyors 55 HOS HOSTA PLANTAINLILY PATRIOT' x DETAIL ACCESSWAY, SEE ++ �+ � � �;�- �� x � DETAIL # HOLE 1t7 BE DUG NO DEEPER 7flAN THE R007BALL AS MEASURED fROA/ #2 POT 18-24 OCIL THE TRUNK FLARE Ito THE BOTTUA/ OF THE R007BALL Landscape Architects 19 MON MONARDA DIDYMA BEEBALM 'MARSHALL'S DELIGHT #2 POT 12-18" OC �� x�� t�� x�� * MULCH SHALL Nor BE PILED AGA/Nsr THE TRUNK OR BASE OF P BULBS + �� V TREE UNDER ANY CYIRCUMSTANCES MULCYV LATER SHOULD ;�.�Y TAPER DOWN 70WARID TRUNK AS /ND/CA TEA �4 Environmental ! • 500 1 NAR I NARCISSUS DAFFODIL TO BE SELECTED/LOCATED BY DESIGNER, FALL PLANTING, 3 PER HOLE + DO NOT USE PLAN71/NG STt7CYC /F R007BALL /S CRACKED OR Consultants BRCV FN BEFORE OR DURING PLAN77NO PROCESS S ANNUALS ''� ��N PLACE BACKAILL ARWYND R007BALL /N LAYFRS� TAMP/NG TO TO BE SELECTED BY DESIGNER FOR PLANTERS 0 /4C � TI/IK� SETTLE BACKnLL AND ELIMINATE MOS AND A/R POCKETS NOT TD SCALE WHEN PIT/S APPRO)X IA BACKRLLED, WA7FR 7HOR000HLY TRUNK FLARE VWC770VV PLANT PLANT PALETTE UN�L NO ORES ABSORBED WA�GA IN AFTER PL4WA�NG G IN TD 2"ABDVE EX1SnNG GRADIS 185 CENTRE STREET, DANVERS, MA 01923 VOICE (978) 777-3050, FAX (978) 774-7816 AND TAMPING FINAL LAYER OF BACKFILL APPLY THREE (3) INCHES OF AIULCH OVER WWIW.HAN000KASSOCIATES.COM TYPICAL hRVB PdANTING DETAIL NOTES DISH AND TAMP 70P OF BAC*ZL BACXFILED SURFACES OF P/T. 7NOROUGINLY . .` r Tt7 BARNA 3-/NCIH/GH MOUND WATER MULCHED AREA. AF7ER WAMRING, " i _ : .� • PLANT SO 7HAT n op OF R007BALL LS 1-2'ABOVE SURROUNDIING GRADE. AROUND 77E R/M OF THE PIT. DO RAKE MULCH TD FRONDS UNlFt7RM �. " JJ NOT COVER TDP OF ROOIBALL FIN/SHED GRADE OF ,. MULCH SHALL NOT BE PILED AGAINST THE TRUNK OR S1EA/S W7H SACKRLL 1 *f Cly-WRUB UNDER ,ANY CYRCIIMSTANCES- MULCH LAYER -WOULD "a.rcr + TAPER DOWN TOWARD TRUNK AS INDICA TED. EX1S11NG GRADE t DO NOT USE PLANF77NG S70CK /F ROOMLL /S CRACK QR _ — - � ` ' S i BROKEN BEFORE O,IR DURING PLANTING PROCESS —�— CY/T AND RE7{/OVF BURLAP, ROPE, .- " Ii AND WE fRAN MIP 1/3 OFWIT ROOT BALL PLACE BAayJ7LL AROUND ROlO1BALL /N LAYERS, TAMP/NG TO I I—III - BACKLML NTH PLAN77NG M/XIURE AS APPROVED BY DESIGNER SETTLE BACKFILL AND EUM/NA TE VWDS AND A/R POCKETS UND/SIURBE7J — I I IT WHEN PIT/S APPROX 1/2 BACATLLEA WA TER THOROUGHLY SOIL -I IIS I I-- � SET BALLED AND BURLAPPED 57XK PLUMB AND /N G F E:E:T . _. rr'S BEFORE PLACING REMAINDER OF BACKFILL REPEA r WAIFR/NG I I II I I=I I I�I I=III=I I I =1 CENTER OF P/T, QN Z'7/ DRAINAGE MOUND Q� Ik UN77L NO MORE/S ABSORBED. WA7D4 AGAIN A M PLACING _III I I—III—I I IEUNDIS7URIBfD SOIL 3{ AND TAMPING RNAL LA YER OF BACKFILL HOLE Jx AS WIDE AS R007RAU DISH AND TAMP 7�OP OF BACKFILL � „ WITH SLOPED SIDES TO FORMA 3-INCH HIGH MOUND AROUND THE RIM t01F THE P/T. DO APPLY THREE (3) INCHES OF MULCH OVER • , • �: � . � = . . ,,�•• '� BAC'CFILLED SIJRFAll�3r OF P/T. THOROUGHLY �h ,< NOT COVER 7t7P OIF Roo?&ALt WATER MULCHED AREA. AFTER WA7ERWG, T1'P�CA4L TREEPL4N77NG D1L�lA/L WTH BACKFILL RAKE MULCH li7 f'R019DE UN/FORM f- FTN/SHED GRADE NOT TO SCALE x EXISTING GRADE CUT AND REMOVE BURLAP, ROPE, IH�,�1R yyppD ST KES ' + 75 X 3 5 x 95 r5 AND WIRE FROM MP 1/3 OF ROOT BALL OR gEADdjAAj ? yT P.) 1 d UNDISIURBED�—�I=III — — BACKRLL W7H PI-AN77NC SGML MIX AS APPROVED BYDESlGMR 7REE PIT I 111 ; 11 11111SOIL: 'IL = — _ SET BALLED AND BURLAPPED S7t7CK PLUMB AND /N ROOT BALL -�I I—III— I I� I=I I= —I CE7V7FR U�P/T, ON 2 H DRA/NAGE MOUND GIS" GUY WIRE 1 V WT 0/28/04 12 UNITS G C f r s -.7�X s.s X s5.;5 s 3 5 ►—i I —1 I I I I—III-1115,I- I ,�. UND/S7URBED SOIL %%Wg FED NO. BY APP DATE ISSUE/�EVI90N DESCRIPTION I HOLE Jx AS WDE AS R007RAU �/��S7� � �� j ►NTH SYOPED SIDES PLdal TW & GM/ 7EEL UXE DATE: 9/2/2004 DESIGN BY: SMV SCALE: AS SHOWN DRAWN BY. SMV AA INTERLOCKING TBG PICKETS �/y f1�07iI7yNL RCKLE CHECK BY: CSD 77"CAL SN W PLAN77A G DETAIL 61 NOT TO SCALE 2' j"° PLACE MULCH �IH/N J OF TRUNK. ��r LANDSCAPE SPACE PLA AS INDICATED ON DRAWING D 0 i SETBASE OFS7DNATr - -� f7NIS7•l GRADE f7N/SH GRADE SLOPE rO FORM 3"HIGH SAUCER DETAILS i _...._.. ......_.�....._... ....._....°....... _ .._ ._.._.._. ......._........._._._._._._..._._.._ f P/NE BARK MULCH ) 5v *H1;bV0D ST15x55X5575.. .... ; f f 's FpJ .r PLANT BACIVILL M/X7URE AS APPROVID BY DESIGNER p_oT DAM Nov c2 M4 ale am ARCHITECTURAL AREA LIGHTING VIA OMNI—LITE, INC. WOOD FENCE =III= I I-= ° '� s •-�% : % / y/�/ � Ys`�Y� Pim ��,� \ , F'LANI7NG MIX AS PROMENADE LUMENAIRE PRMN, BASE DB12, POLE 4R10-125, 8 PANELS, 4 GATES, SQUARE POSTS, APPROVED 77 DESIGNER ' —I I I�I 1=1 I I—I I I�I I7 12 VARIES 12' G Orgy 7OPSaL DWG: 10918LA3.dwg DARK BRONZE, 70wMH LAMP, TYPE 3 REFLECTOR NEW ENGLAND POST CAPS, FLAT WHITE PAINT UNDJs7URBED EAR71y 11=III—III�II_IIL=�- 4 LAYOUT: L-2 TYPICAL &TE LIGffl7A G DETAIL SAL FEA CEDETA/L GROUNDCOMR PLAMJlV1G E�_F/9�4EEN TREE SHEET: 9 OF 9 L� 2 - NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT NO.: 10918 F f , 2 a. SALEM r MARITIME F. t sr r 4 •: TOWNHOMES a a Loma✓ 2-5 Waters Street Salem, MA 1 Li rt : 5't , ..: :".. •V S,s': �•• :.. i y. Ade.:. /.'. -L:,: i..-..„ PREMED ED F<*r 2 5 WATERS STREET REKTECH SALEM, MASSACHUSE] 01970 196 Haynes Road Sudbury, Massachusetts 01776 ECR HANCOCK ASSOCIATES Civil Engineers Land Surveyors Landscape Architects Environmental 1 Consultants o fir' l 185 CENTRE STREET DANVERS MA 01923 GVOICE (978) 777-3050, FAX (978) 774-7816 WA TERS T WWW.HAN000KASSOCIATES.COM ' z r 0/ b/ tlACIAV V. 340 PROJECT TEAM SOUTH RIVER 8HF.&T1NLL=X � CML ENGINEERS SHEET PS=I .............................7777E SHEET LAND SURVEYORS KCINITY MAP LANDSCAPE ARCHITECTS SCALE.- PS-2.............................NOTES, REFERENCES & LEGEND SCALE 1"--1000f HANCOCK ASSOC/A TES SHEET EC—1.............................EXISTING CONDI T10NS PLAN 185 CENTRE STREET SHEET PS=4.............................LA YDUT & MA TER/ALS PLAN 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION DANVERS, MASSACHUSETTS 01923 SHEET PS 5.............................GRAD/NG AND DRAINAGE PLAN 1 RAN VVT 0-28-04 12 UNITS OVMER & APPLICANT: SHEET PS-6.............................S/TE U7XITES PLAN N0. BY JAPP I DATE ISSUE/REVISION DESCRIPTION DATE: 06/15/04 DESIGN BY: VVT ARCHITECTS- SCALE: AS SHOWN DRAWN BY: RAN NORTH RIVER REDEVELOPMENT Tf?UST MAUGEL ARCH/TEC1TS INC SHEET PS-7.............................S17EHVRK DETAILS PLAN CHECK BY: DH 200 A YER ROAD CHARLES BLAISDELL & STEPHEN DEFRONZO TRUSTEES SHEET PS'-8.............................SI TEN�7RK DETAILS PLAN HARVARD, MASSACHUSETTS 01451 47 FEDERAL STREET SHEET L—1.............................. LANDSCAPE PLAN SALEM, MASSACHUSETTS 01970 SHEET L-2.............................. LANDSCAP�� DETAILS TITLE SHEET PLOT DATE Dee 14, 2004 1:34 pm PATH: F:\Land Projects R2\10918\d"\ENG\RM\ DWG: 10918PSr2.dwg LAYOUT: TS01 APs�l i SHEET: 1 OF 10 PROJECT NO.: 10918 r SALEM MARITIME TOWNHOMES 2-5 Waters Street Salem, MA ZONING LEGEND GENERAL NO TES FARM BUS/NESS "B-1" EX/STING PROPOSED 1 LOCA77ONS OF EX/STING UNDERGROUND U11U11ES/OSSIRUC110NS/SYSTEMS SHOWN ARE INDUSTRIAL "/" ® MON/MR/NG WELL APPROX/MA TE CAL Y. ALL U11U77ESIOBSTRUC770NSISYSTEMS MA Y NOT BE SHOW. CON7RAC7VR .SHALL BE REKTECH WF WA IFR �WCE WS RESPONSIBLE FOR LOCA77NG AND PR07EC771VG ALL UNDERGROUND UMITIES/OBSIRUC170NS/SYSIFMS WHEINER OR NOT SHOW . ASSESSORS - _. . N � SIZEMA�/AL&DfIOW DREC77ON S'me� 2. UNLESS 07HERWSE SHOWN, ALL NEW U77LI77ES SHALL BE UNDERGROUND. MAP 26, LOTS 62, 70 12"�'C.P DRA/NUNE WI7H PIPE _q . MA 7&1A DMH 196 Haynes Road MANH�1 RWND CA 8A SIN Dwaemw 3 CONTRACTOR SHALL FURN/,SY CONS7RUC77ON LAYOUT OF BUILDING AND S77F IMPROVEMENTS INNS HVRK Sudbury, Massachusetts 01776 SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. REFERENCES SANITARY SEWER LA]FRAC -.-�-------�> -� ---�-- WA MR MAIN AND VALVE W--H- 4. SAFETY MEASURES; CONSIRUC770N ME1I�ODS AND CONTROL OF HVRK SHALL BE INE R£SPOVIISyB/UlY DEED BOOK 22295, PAGE 527 �' OF CONIRACTt71R. Is DEED BOOK 19130, PAGE 565 ------- -- j -- NATURAL GAS UNE AND VAL IC Gam- POWER CONDUIT E 5. CONTRACTOR SMALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXISTING IMPROVEMENTS PLAN NO. 212 OF 1945 1RANSF0IRMER ❑ OR REMOVAL DAMAGED /MPR VFMENTS SHALL BE REPAIRED T O DESME/GSA�AC77ON OF THL7R RESP FOR DEMOL177ON AND C77kE OWWERS HANCOCK "EX HYDRANT UnU7Y POLE 6. TH/S PLAN IS NOT INTENDED 70 SHOW AN ENGINEERED BUILD/NG FOUNDA 7701V DESIGN, WH/CH ASSOCIATES Sf17 DA TA HVULD INCLUDE• DETAILS AND FINAL ELEVA 77ONS OF FOOTINGS, WALLS AND SUBSURFACE PROPERTY UNE DRA INA GE TO PREVENT INMR/OR fZ00D/NG. SEF ARCH/X-C 7URAL AND/OR S7RUCIURAL DRAWINGS: LOT AREA 0.581- ACRES OR 25,268E SF EASEMENT UNE IMPERI/J'OUS AREA - TOTAL S/TE PRE-DEI/ELOPMENT POST-DEVELOPMENT 7. ANY INTENDED RENSION OF THE HORIZONTAL AND/OTR VFR7ICAL LOCA 77ON OF IMPROVEMENTS 70 �, 12 ELENA 110N BENCH MARK BE CONSTRUCTED SHALL BE REVIEWED AND APPROVED BY ENGINEER PR/OR 1t7 /MPLEMENTA 110N. Civil Engineers BU/LD/NG AREA 10,719E SF (42.4.0 7,5001- SF (29.70 , PA VEMENT & SIDEWALK AREA 14,549-t- SF (57 60 9,4561- SF (37.42) ,-- - CHAIN LINK FUME 8. RIM ELEVA 77ONS SHOWN FOR NEW STRUCTURES ARE APPROX/MA IF AND ARE PRONDED TO SS TOTAL IMPERVIOUS AREA 25,268-t- SF (100.0 16,956-t- SF (67 IX) ---- JO----3----- 9VO0 FENCE CON 7RAC7OR WT Y MA 7FR/AL TAKEOFFS f7N/SH RIM ELEVA 710NS MUST MA 7 C PA VFMENT GRA DING Land Surveyors „ OR LANDSCAPING, UNLESS SPEC/F/CALL Y/ND/CA TED 07NERWISE. �"� CURB (see abbrey'atlar�s) VGC / ,'�5 SPOT ELEVAITOYV �5 9. SHEALL BE PLUIG�/CAPP��LLED /N ACCORDANCE B£ITF�T�ERKR W/RrE�tlE7V1SANDONED, UNES/SIRUCIURES Landscape Architects OPEN SPACE & LANDSCAPED AREA Of SF (0.�) 8,3121- SF (32.90 n ------10 -------- ELEVA AON CONMUR 12. THE CONTRACT VR SHALL VER/FY THE LOCA TION AND RELA 771(Z ELEVA 77ON OF BENCH MARKS PR/OR 10 PARKING.- COMMENCEMENF OF CONS7RUC770N. ANY DISCREPANCY SHALI BE REPORTED 70 THE ENGINEER. Environmental RETAIN/NG WALL REQUIRED.• Consultants 1.5 SPACES PER UNIT 18 13. PROPOSED BUILDING FOUNDA TION CONFTGURA 77CW AND LOCA 7!ON ON 7HE LOT AS SHOW ARE CONCEPT UAL ? '.S PROMINENT DECIDUOUS TREE AND SHALL BE VFR/f7E0 AS 70 CONFORMANCE W11N FINAL ARCH/1FCIURAL PLANS AND ZONING ORDINANCES PROVIDED: 12"//, - WITH ELEVA770N, SyZE AND SPECIES PR/OR TO CONSTRUCTION. f6.15 PROMINENT CONIFEROUS TREE f STANDARD 27 (ONE /N GARAGE IN UN/TS 1-12) "'k WITH ELEVATION, 57ZE AND SPECIES 14. SILT FENCE AND/OR HA MALES SHOWN SHALL BE INSTALLED BEFORE DEMOLITION AND/OR CONSTRUC770N BEGINS 185 CENTRE STREET, DANVERS, MA 01923 _ THE HA MALES' SHALL BE INSPECTED WEEXL Y AND MAINTAINED UN7X THE S/1F /S STABLE. VOICE (978) 777-3050, FAX (978) 774-7816 S'IRFACE RUNOFF D/RECT70N WWW.HAN000KASSOCIATES.COM - -- PIPE fZOW 15. ALL STREETS AIDJACENT Tn THE PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TD PRE-CONSTRUICPON COVD117ON OR BET7FR. w BU/LD/NG LIGHT STEPS & OVERHANG 16. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC WITH THE D(CEPPON OF AREAS PER REGULATORY N07E 3 °f�� , q. tl�4CLAV V. �G �s>C TALACKCI 17. ALL DRAIN PIPES SHALL BE HEA VY DUTY POL YMnENE OR CLASS /V REINFORCED CONCRETE 34026 O VER77CAL GRANITE CURB VG'C �.yct MP OF CURB T C. 18. GAS, POWER, CATV,, CABLE AND TELEPHONE SHALL BE INSTALLED AS DIRECTED BY RESPEC77W U77UTY COMPANY. B0T7t7N/ OF CURB B.C. j RN/S7/ GRADE F.G. TO BE REMOVED TBR 19. ALL LX/S771VG U77LIIY CONNEC77ON NOT USED SHALL BE CUT, CAPPED AND ABANDONED AS DIRECTED BY CITY OF SALEM REGULA 710NS 20. ALL SE KR AND WA TER INSTALLA 77ON AND MA 7FR/ALS SHALL COMPL Y WITH CITY OF SALE! REGULA TIONS i AND SPE CA TIONS. 21. THE LOCATION, SIZE AND COND/T70N OF THE EX/S1TNG WA IFR MA/N IN WATERS STREET SHALL BE VERIf7m BY EXCAVA77NG TEST PITS PR/OR 70 COMMENCEMENT OF CONS7R om.. REPORT To Of77CE OF C/TY ENGINEER. REPAIR AS DIRECTED BY THE Of17CE OF CYTY ENG/NEERR, 2 22. SEE SITE PLAN REVIEW DECISION DA IED 11/18/04. 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION 1 RAN VVT 0-28-04 12 UNITS NO. BY APP DATE ISSUE/REVISION DESCRIPTION DATE: 06/15/04 DESIGN BY: VVT REGULA TORY NO TES SCALE: AS SHOWN DRAWN BY: RAN CHECK BY: DH 1. CONTRACTOR SHALL CONTACT DIG-SAFF FOR UNDERGROUND U77U7Y MARK/NG AT 1-888-.344-7233 A T LEAST 72 ,HOURS PR/OR 70 COMMENCEMENT OF ANY KRK. i 2. CON7RAC70R :SHALL MAKE HIMSELF AWARE OF ALL CONS7RUCT70N REQUIREMENTS C0ND/7709S, AND UM/TA 770INS IMPOSED BY PERY17S AND APPROVALS ISSUED BY REGULA TORY AU7NOR/77E5 N 0��' PRIG R M COWMENCEMENT OF ANY HVRK. CON77?AC7VR SHALL COORDINATE AND OBTAIN ALL CONSTTUC770Al PERM/7S REQUIRED BY REGULA TORY AUTHOR177ES 3 ALL XVRK OUf7SYDE OF BU/LD/NG THAT/S LESS 77YAN 10 FEET FROM INE INSIDE FACE OF BU/LD/NG REFERENCES FOUNDA TIONS SHALL CONFORM WITH 7HE UN/FORM STA TF PLUMB/NG CODE OF MASSACHUSETTS AND LEGEND 248 CMR 200. PLOT DAZE: Doe 14. 2004 1:41 pm I PATH: (:\Lend Projects R2\10918\dwg\ENG\REV2\ DWG: 10918PSr2.dwg LAYOUT: NRL01 A SHEET: 2 OF Olps 21 PROJECT NO.: 10918 � i SALEM LEGEND REFE'RENCES.• MARITIME ry DEED BOOK 22295, PAGE 527 12- - SURFACE CON1OUR � ADEED BOOK S: AP26LOTS6 1 M1 � A6 ft EDGE OF PA V£MENT � 2, 70 TOWNHOMES x x x CHAIN LINK FENCE PLAN N0. 212 OF 1945 R=14.34 aw 2-5 Waters Street o a a WnOD FENCE 1=-0.3(12'PVC-N) 1=-0.4(15'PVC-E) Salem, MA Ad 28.75Tc CURB WITH TOP AND BOTTOM I=-o. t2'Pvc-s � 26.25BC CURB ELEVA77ON 1=-0.4(12'PVC-W) �� RESIDENCE IIA BT SEWERLINE & MANHOLE WITH PIPE ""� ------- -------- SIZE, MATER/AL & FLOW D/REC77ON R-13.9P v _ Q' U 'n 7TC• DRA/NLINE WITH PIPE SIZE, MA 7EN/ArL i i I a R=14.00 R=13.21 �� 1�L11� --- ------' '- & FLOW D/REC770N, CA7GHBASIM, 1-9.4(12'PVC-SE) 1) BUILDING OFFSETS SHOWN HEREON ARE TO WOOD CORNER MANHOLE & ROUND CATCHBAS/N II 1=9.2(12'PVC-SW) BOARD UNLESS OTHERWISE NOTED. __ R-12.77 1=6.3(18'PVC-W) VC I I _---"-_ _------ 15'pVC (N.P.V.-DEBRIS09.8±) 1=6.4(15 PVC-E) WA TER MANHOLE, WATER MAIN '- � W s C WITH SIZE, TEE, GATE' VALVE & 18-RCP 12"P i; -______-__- 18'Pvc H2O07.4 2) ELEVATIONS SHOWN HEREON REFER TO N.G.V.D. 1929. f7RE HYDRANT ----- ,l_-- _f=-18 Pvc------- - --�r_- --------- , ov _______:0- _ _ __________-p=__==______==_= == -- PROJECT BENCH MARK IS TOP OF NUT UNDER LETTER G --0�G �� GAS MA IN WI1N SIZE --- �b 15-PVC ON HYDRANT. SAID HYDRANT IS AT SOUTHEASTERLY CORNER GATE VALVE AM8� OF THE INTERSECTION OF NORTH STREET RTE. 114 AND pp, p FOR I I W W R=13.39 , ` ( ) �� R=14.22 W T=-1.0(15'PVC-EW O'er ��•�\`�` OHW- EX/S77NG UTILITY POLE WITH DES/GNA77ON I=s.a(18'PVC-E) � ; ; �� w - w �:',Q�' A\ �j FRANKLIN STREET. SHOWN AS T.B.M. #6 ON A PLAN OVERHEAD WIRES AND GUY POLE 1=6.4(24'RCP-S) �� '; �.`� ENTITLED: "CITY OF SALEM, MASSACHUSETTS SEWERAGE 1=6.4±(18'RCP-W) N ; ; I x R=12.56 R=12.90 IMPROVEMENTS NORTH STREET" PREPARED BY: CE MAGUIRE, ELEC7R/C MANHOLE & UNDERGROUND ' N.P.V.(DEBRIS011.1) N.P.V.(nLLED INC. WALTHAM, MA. ELEVATION IS 18.08 SALEM CITY BASE E - ELECIR/C LINES , , P WITH DEBRIS) ( ) MANHOLE UNDERGROUND 1 x X " " X -4.36 = 13.72 (NGVD). REKTECH TELEPHONE A LE ' ' v F_ T- IE TELEPHONE LINES b� P_ x X 3) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED LIMIT OF- 100-YEAR FLOOD PLAIN I - ' N 2 STORY WOODX FROM FIELD LOCATIONS OF STRUCTURES AND FROM FRAME I AVAILABLE RECORD INFORMATION ON FILE AT THE TOWN 196 Haynes Road x 11,6 SPOT ELEVA170N ; , i (BLDG. 8 512'±, = 3 STORY WOOD IFRAME 2} STORY I ,, ENGINEERING OFFICES, TOWN D.P.W., MASS HIGHWAY DEPT. Sudbury, Massachusetts 01776 1 , (BLDG. ELEV. _ , , WOOD FRAME I X �- AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIES 26.8 PROMINENT DECIDUOUS TREE I I , BLDG. HGT. a .50.0 f, (BLDG. ELEV. = x 12'M WITH ELEVA7701V, SIZE AND SPEC/ES ' ' 37.3'±) BLDG. HGT. 3(6.0'±) 47.2.±, , ` 2e.� MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN b-H I I BLDG. HGT. I f x LROD(SET) 8 DETAIL A 3,36- ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, • 10.,E MON17OR/NG WDLL WITH 70P � o m ;_~ � 33.2±') x I � N•T& �� SIZE & ELEVATION OF ALL UTILITIES WITHIN THE AREA OF METAL CASING EL. }W n 'i �; I x ` 7,38 PROPOSED WORK AND TO CONTACT "DIG-SAFE" AT VGC VERTICAL GRAN/7E CURBING 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY N L w= , F<- 1 �, EXCAVATION, DEMOLITION OR CONSTRUCTION. HANCOCK BB B/TUM/NOUS CONCRETE BERM 1 _ N do, ' ' It C7 co I LOT LINE JJ RCP REINFORCED CONCRETE PIPE 9 9 ; ' f- () -6 p M m I i' o v `=` Q W x (� x FACE OF BUILDING J �' �- ASSOCIATES C/ CAST IRON I 'i m � I O LU W -�`� CMP CORRUGA TED METAL PIPE , � U X x II Z �LjZ D- W � O' �.� � I VC W TRIRED CLAI Y -1 X Z O Q z I- -i $ < LL_ Civil Engineers PVC POL YVINYL CHLOR/DE d NP#195-3 < L I � � s STOCFENCE I g N.P. V. NO PIPE NS/BLE '�; 1 COR. BD. - 0 O N,�F x 1.1pLROD(FD, SMH SEWER MANHOLE y so'M 1.1 I _j _j ALBERTO AND I Land Surveyors DMH DRAIN MANHOLE �; 36.81 °�"'� "! BELK'YS GUERRER0 �1rs Landscape Architects CB Cl CA 1t;'H BASIN r� >�w� .- . ° - RCB ® ROUND CATCH BASIN U, 43 1 M J � x D GRATE CA , Z SEE DETAIL �' STAKEACK Environmental Q III`� I CONIC. PAD -J. o N „I� � WITH SUPPORT BE.'tM � x �� Consultants BOLLARD N I I i i Z'M FOR SMOKE STACK 2•L TWO LIMBED , _ 'Illi I t'2-L) I - CHAIN LINK FENCE D x w „ I I v • GRAVEL FF-12.12 I.PIPE IRON PIPE g� c� „ � � m � I I.RDD IRON ROD N En m in 1 STORY x X1; � r 185 CENTRE STREET, DANVERS, MA 01923 CLT CENTERLINE TROUGH _�� 12'M(3-� CONCRETE BLOCK er. V AU T LOT AREA = �N� I VOICE WWW 777-3050, FAX (978)HANCOCKASSOCI TES COM 4-7816 1; N METER BOX SUPPORT BEAM 17,832± S.F. BOARD f I N/IF till �, AG NL(SET) FOR SMOKE STACK: $ IN ST, UNE TREE AHEREVIATIONS - ( •�(� oQe� ,, THE SALVATION II IL OHw oHw r, T, �SM ARMY OF M MAPLE ;; _ �'' x11.?fid I QOe' � %,,tt�QF� 11 s'STOCKADE . , MASSACHUSETTS, FENCE ;,, f. CONC. WALK ,•i FACE OF BUILDING f SMOKE STACK WITH SUPPORT CONC. r INC. MILD. A.; ,,mac `� 9.66 ON CONI. BEAM Hix 1 73.32 x I'R00( x BOVIO 0.5' OFFxLOT LINE / FOR SMOKE STACK OHW NO 3aso9 BIT. CONC. / 12.26' GROUND EL-11.5 T �1 m C.SPK(SET) x ROOF EL-220 ;o BC ec B TC .P r r UP W/FLOOD LIGHT & BC BC S +I • ii i 1 10.80 LR SEM CONC. 4v STREET LIGHT I 2} STORY 6'CLF -- 0.7' OFF UILDING �� x AX o ff p ri " I (� Vci B ,UE1 STORY WOOD FRAME p W " DG. HGT eL . CARMEN r a iriil ~ = 34.5'±) : ❑ R=11.26O9 %4 x9 BRACHE TE .' mN FF=14.24 FF=11.43 m 1.1' IOFF BUILDING LOT AREA = o N/F R=10.45 BIT. CON •� $ 7,436E S.F. M AND S LIMITED 1=7.5±(12'VC-Sw) CONIC \ � N w/BARBED UP PARTNERSHIP 2 Mtn MDe 2-10-04 PER PLANNING BOARD 3 STORY WOOD FRAME x I x rr I HARE #734 �J \ BIT. CONIC. �-m r r I RD DECISIONW/3 TRANSFORMERS I I ' 2 STORY WOOD N/F dt BOLLARDS \ ,�_ � 1 MM MOB 0-28-04 12 UNITS R=10.43 W FRAME WI LFR ED P. & f ® 10.1 \ N0. BY APP DATE ISSUE/REMSION DESCRIPTION 1=6.9±(12'VC-SE) (BLDG. ELEV. m°'' 6'CLF GROUND EL-11.1 GROUND EL- x l x " `.� µµ I I I I vi 39.8'±, LAURA PARENT W/GATE ROOF EL-48.6 ROOF EL-48.8 �� IF-( ' ' °' BLDG. HGT. _ `� 8'VC �` � � a 28.5'±) 6'WOOD g V ",/)Pl DATE: 6/21 /04 DRAWN BY: MMM FENCE "� R-9.41 O SCALE: AS SHOWN CHECK BY: MDB R=10.82- --- r I--sr=_ _ _ _ - � x 1=5.6±(10'RCP-W) 0µw RR WK I=3.8(12'PVC-N) i ?. I I ',� 8 C -__=_=-`==S=====____�VC �_ /% d` P1 99.29 E 1=4.7(8'VC-E) �` �. r' GAS H -r -==-=S=== � VC W W 6'WATER /,� w CLOGGED 4'RCP i i BIT. CONC. I.ROD FD w-- .04 41.34 TIC `X NG WITH DEBRIS I I „ GATE UP f726 LROD(SET) UP250-1 n ''` .�► W/LJGHT�� R=10.87 �j I I R=10.76 R-10.79 W/TR2ANSFORMER � d� BM#1 'OFlfy -„ DH(SET) CONDITIONS a I I I=2.6(24'RCP-W) 1=5.2±(8'VC-W) R_=10.52 PLAN 1=I 5. (24'RCP-N) _ 1=3.2(24 RCP-E) 15.2±(8'VC-N) I1=,3.6(--S)8 2 - W BIT. CONIC. I OF LAND 1=5.7(12 5.7(12 -NE) N/F 1=26±(24'RCP-E) � 1=2.6(24'RCP-S) 1=5.4(B'VC-E) I2.6± 1 4-RCP (8 VC--W)-NOT VISIBLE r. ELEVATION BENCH MARKS ( "� ,� o DENNIS KARL ALETTER IN SA M9 MA A DATUM: N.G. V.D. 1929 MEAN SEA LEVELSOUTH `; f NO. DESCRIPTION ELEV. PLAT DATA: Dw 14, 2004 2:59 pm 1 . HYDRANT- X-CUT ON BOLT OVER MAIN OUTLET 1.7' A.G. 11 .76 = PATH:: F-tea P.0j- R2\IMB\d"\ 2. DWG: 10918EC.dwg 3. LAYOUT: EC !- SCALE.- 1 " = 20' SHEET: 3 OF 10 ECl 0 20 40 80 PROJECT NO.: 10918 r=-U-6(12"PVC-N) 1--0.4(15"PVC-E) 1=-0.3(12"PVC-S) =-0.4c12"PVC_w, wV LA POUT & MA TER/ALS R=13.91 R=14.00 R=13.21! CONSTRUC R/ON KEYNO TES SALEM N 1=9.4(12"PVC-SE) h (NOT NECESSARILY A CVNS7RUC770N SEQUENCE) 1! 1=9.2(12"PVC-SW) MARITIME = jz==sQ=_ -_-____ _ R=12.77 1=6.s(1e"Pvc-w) O1 INSTALL B/TUM/NOUS PAVEMENT 12"PVC ii - -'--5--=3' - _ 15- (N.P.V.-DEBRIS09.8±) -Q 1=6.4(15"PVC-E) O 18"RCP " 18"PVC ----- --5---- " H2O07.•4 TOWNHOMES -.►- r r -�- _ _ -�- 18 PVC - ------ �'- N ==-'_'_' r =a�=_==_=====D==-==-------===D==®=-_-- v 2 INSTALL GRAN/TE GYIRB (TYP.) - I I " 3' S_-------_ ,'. 15-PVC it ------ INSTALL��,� � O " - a Ir SIDEWALK w G G W %T3 310(15 PVC-EW ,iii J �� 2 ? O STAMPED WITH�K PATTERN (TYP.) R=14.22 , , W W " p� �, ?, `�• 1=6.4(18 PVC E) v ,r W] yy p� 2-5 Waters Street 1=6.4(24"RCP-S) r r G ' 'L !Z'-`-r W 1=6.4±(18"RCP-W) l R=12.56 ` R=12.90 4 INSTALL HANDICAP RAMP Salem, MA rr O i I N.P.V.(DEBRIS011.1) - - N.IP.V.(FILLED O r I P WITH DEBRIS) r x x x x x x 5 INSTALL MA//BOXES (TYP.) r m > Tr x 24 STORY WOOD v1 ;'�0 F. x f V ? �i 6 INSTALL B/TUM/NOUS SIDEWALK TO MATCH EX/S77NG FRAME , �__ + N 2 STORY WOOD x 2 (BLDG. ELEV. = 50.0'±, i FRAME 7 REMOVE EX/S1TNG BUILD/NG x 1 Q O BLDG. HGT. = 36.0'±) I r (BLDG. ELEV.. >= 3 STORY WOOD FRAME 24 STORY I i 51.2'±, (BLDG. ELEV. = WOOD FRAME x BLDG. HGT. 50.0'±, (BLDG. ELEV. x I 8 SNOW STt7RAGE AREAS ' 37.3'±) BLDG. HGT. = 36.0'±) 47.2'±, O -i BLDG. HGT. g x PREPARED FO . 33.2±') x i I x O LANDSCAPED AREAS (7YP.) ' Q x 1 r r ' N x REKTECH C;d , + x 0cn I Q w 0f 1 I° W0 ZJQ x w < (n � U i� x o LU Z cn - o \ 196 Haynes Road r S Q J I z O Q fY Z F- _l r i Q Q L f Sudbury, Massachusetts 01776 I c� Ix EC I X 0 0 N/F ALBERTO AND , ►� 1 STORY BELKYS GUERRERO ° CONCRETE BLOC I y o xHANCOCK 2 STORY WOOD FRAME (BLDG. ELEV. = 40.6'±, ASSOCIATES BLDG. HGT. 27.7'±) fit I� r r' (2-L) 10I ? x Civil Engineers _ I CONC. O I X (3-L Q Land Surveyors 1 ! x N/F r ? s THE SALVATION rr a oHw HW ARM1f OF Landscape Architects rr_ C rr M ASSACf-IU SETTS, Environmental rr It f� g SMOKES CK INC. I OHW Consultants a rr r I 185 CENTRE STREET, DANVERS, MA 01923 24 STORY 7 .O ' VOIICE (978) 777-3050, FAX (978) 774-7816 rr � O i� 21 STORY WOOD FRAME „ g, , OOD FRAME ? WWW.HAN000KASSOCIATES.COM (BLDG. ELEV. = 49.5'±, << BLDG. ELEV. r1r1 r rr N F BLDG. HGT. 38.0'±) 46.4'±, Dc. HGT CARMEN N p2 I A2 I R=11.26 -L34.5'±) BRACHE - - - r r i i ■/�.JA■ .rte Fit, i I 24.090-11 PIAWY 18.0 r ><AIACKC� 6 N/F p4O26 H R=10.45 M AND S LIMITEDit I jI 1=7.5±(12"V(C-SW) PARTNERSHIP �k 5w/3 TRANSFORM s rZ r r ' do Ir t- a ' 2 STORY' WOOD N/F Of BOLLARD R O R=10.43 FRAWE ! WILFRED P. 1=6.9±(12"VC-SE) (BLDG. ECLEV. _ II v', 39.8"±, LAURA PARENT 'a j ! �\ BLDG. H(GT. _ ? - 8"VCr 4 28.5:±) / f ,!} \J -- _-- x ) oHW R=10.82 O r r-�r,�= -�_ -- RCP-W 1=3.8(12 PVC-N) - 1 E I=4.7(8"VC-E) I Lp ��• �, G S m VC >" " 6"WATER I=3.9(8"VC-W) --------® 'r _-- ------ --- --_______-- - ___ ____'=='=sem ____►�_____- ( == D -RD - CLOGGED 4"RCp , r - C SMS ARB DEVMPYSI,]T WITH DEBRIS UP26 / U " UP#250-1u X W GH R=10.776 R=10.79 W/TRANSFORMER �o�`� M1 T��oHw 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION R=10.87 04111, , 1=2.6(:24"RCP-W) 1=5.2±(8"VC-W) R=10.52 l i=2.6±(24"RCP-N = ' ' 1=3.2(112"RCP-E) 1=6.8(8"VC-N) " h'(y 1 RAN VVT 0-28-04 12 UNITS 0 1=5.9(8 VC-N) 1=5.7(12 VC-NE) 1=2.6(;24"RCP-S) 1=5.4(8"VC-E) 1=3.6(r_-S) O x o 1=2.6±(24"RCP-E) N0. BY APP DATE ISSUE/REVISION DESCRIPTION 1=5.5(12"VC-NW) (8-VC-W)-NOT VISIBLE 0 DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN CHECK BY: DH LAYOUT AND MATERIALS PLANT PLOT DATE: Dec 14, 2004 2:56 pm PATH: F.\Land Projects R2\10918\dfrg\ENC\RM\ DWG: 10918PSr2.dwg SCALE-.- 1 " = 20' LAYOUT: LM01 A PSe4 0 20 40 80 SHEET: 4 OF 10 PROJECT NO.: 10918 i R=14.34 GRADING & DRA INA GE I=-0.3(12"PVC-N) CONSTRUCTION KEYNOTES SALEM 1=-0.4(15"PVC-E) 1=-0.3(12"Pvc-S) Q' (NOT NECESSARILY A CONSTRUCTION SEQUENCE) 1=-4.4(12"PVC-W) wV O MARITIME 1 INSTALL "DOG HOUSE" DRAIN MANHOLE, RIM ELEV. 10.4 R=14.00 O > /NV. 12 EXIST. ELEV. 4.4f / +�� R-13. 1 0- i i=9.4(12 -SE) o /NV. (12") ETOWNHOM LEV. 5.5 .ES I II 1=9.2(12"PVC-SW) 2 O INSTALL GREASE TRAP, RIM ELEV. 11..3 _ 1NV. (12" /N) ELEV. 6.2 =tom__ -__..� __ R=12.77 1=6.3(18"Pvc-w) � /NV. (12 OUT ELEV. 5.9 ``---'_=-S__`-____ 15 pVC (N,P.V.-DEBRIS®9.8±) ''^ 1=6.4(15"PVC-E) " 2-5 Waters Street 12"PVC r _ _ _ 18"RCP 1 `"`- ---__ --S�_ 18"PVC H /.4 ---`---- T--- _ 18"PVC ------p---------------D...�� _==e---------------p---------------p-- INSTALL VnRTS'ENTRYMO�DEL U5 50, RIM ELEV. 11.2 - -----�^""II --- -- ------------ --------------- -- - __-___�- ----- __�____ --------- -- =`= 15'-PVC 1 + ____ S�' _-_-__ .�\ INV. (IN & OUT) ELEV. 6..3 Salem, MA R=14.22 ; W G W ----- yy R=13.39 i �,,/ �' \�, O _ w o. L ¢O INSTALL DR MANHOLE, RIM ELEV. 10.9 r " G w) 'rQ� A\ �a �Q /NV. (12� /N) ELEV. 6.6 I=6.4(18"PVC-E) i i ±��4_ G G W/ -T---��, �,T y� v� /NV (12 OUT) ELEV. 6.5 1=6.4(24"RCP-S) 1=6.4±(18"RCP-W) R=12.56 R=12.90 N.P.V.(DEBRIS011.1) =`ri.F.V.(FILLED Q �{ W1TH DEBRIS) 5 INSTALL CATCH BAS/N, RIM ELEV. 10.7 ` � /NV. (12") ELEV. 6.8 ? INSTALL CA TCH BAS/N, RIM ELEV. 10.7 1 � r - X � � /NV. (12") ELEV. 6.8 24 STORY WOOD / 7 INSTALL 4' OF 12"0 HDPE PIPE N iX O FRAME � , ,-_ ,r � 2 S?ORY W000 PREPAF� FOFt� (BLDG. ELEV, = 50.0'1, , , FRAME � 3 � � " BLDG. HGT. = 36.0'±} (BLDG. ELEV,. = X aryf 2 STORY X 8 INSTALL 12 OF 12 HDPE PIPE 51.2'± 3 STORY WOOD FRAME WOOD FRAME '� X O (BLDG. ELEV. ' ' BLDG. �jGT, ,� = 50.0'1, (BLDG. ELEV. = X I 37.3'.±) BLDG. HGT. = 36.0'±) 47.2'1, INSTALL 5' OF 12",� HDPE PIPE BLDG. HGT. _ " O 33.2±') X REKTECH I� O INSTALL 33 OF 1210 HDPE PIPE Q X 11 INSTALL 12' F 12"0 HDPE PIPE �> 196 Haynes Road 116 0 UT)Q w ;` cn f X 2 INSTALL SlLTA770N BARRIER AROUND EX/ST1NG CATCH BASIN Sudbury, Massachusetts 01776 [ {{ O W L,J O O PR/OR TO CONSTRUCII'ON I s I z � z x � WQO \\U ' X 0 1 W _ _j c, j Q /NVES77GA 7F THE COND1770N F EX/S77NG DRAINS VIA VIDEO CAMERA. X W x SUBMIT VIDEO TAPE TO OFF/CE OF CITY ENG/NEER, REPAIR DRAIN P#X95_3 LL_Q Q � LINEAS REOU/RED BY 7HE OFF/CE OF C17 ENG/NEER. -; O O N/F / O AS DIRECTEDP8Y THE OFFICE OF ClY ENG/NEER. EBU/LD /F NEEDED J 2 HANCOCK x -j ALBERTO AND +{+� 60.M X 1 STORY ° � • , X CONCRETE BLoc. BELKYS GUERRERO C I ASSOCIATES � fit /7 PI .L I 2 STORY WOOD FRAME � I 1 12 ro ISTI FLO 13.1 2`42 ;t i Civil Engineers (BLDG. ELEV. =40.6'1, r rrg Ff S B I X BLDG. HGT. 27.7'±) ' , , ( 12 10 FIRST FLOOR I X Land Survevors If 1 1 __ ___ _ /,Y GARAGE 1SLA6 1 CONI. ELEV. = 12.51 X ,I+ ; ; - ❑ - ° r, 1>.., Landscape Architects 12'M If ( ) F.G. �1 �F + cv _ 1 a r - I THE SALVATION Environmental }1 oHw oH� IConsultants OH ARMY OF ii 41 X 2� MASSA��HUSETTS, � I I ' g L SMOKE CK IN C. . -e�d-�e ^� x r J 8 QRST FLOOR / _ oNw 185 CENTRE STREET DANVERS, MA 01923 p� - 1 ' + - ( 17� x �: T.C. ELEV. = 12.71 f �� - �, - VOICE (978) 777-3050, FAX (978) 774-7816 -11 �i X.I GAR „ :.. ry ,.,-. --� „ ! I � ,.�/ 11. _ ELEV = 12.2± • �''' � � � � WWW.HAN000KASSOCIATES.COM CON I 1 FIRST FLbOR ELEV. = 1$.5± k ' - =;X° GARAGE SLAB � 2� STORY 2 STORY W000 FRAME ,'� �K I OOD FRAME ELEV. = 12.1�k � V%OF BLDG. ELEV. = 49.5'1, ++ + Xc BLDG. ELEV. N F �kq°y. ( f I ' ' = 46.4,+ / o I I r1p�AY BLDG. HGT. = 38.0'1) , r B N = T.C. :y< „ , , LDG. HGT. CARMEN . Z 9 R�11.25 „ , = 34.51) BRACHE II � x10.89 Jg 026 en r, , I o e� T 6 FIF ST FLOOR \\ N /F O i - R'=10.45 GARAGE SLAB - ,ti.ti, M AND S LIMITED ! +_ I=7,5±(12"VC-Sw) g 4 = 11.4± x x \� PARTNERSHIP v, ,. CCFI UP#7 U if !� i � := 55/3 TRANSFORMER :yam ,'r- 0 ' 2 STORY WOOD N/F ;* & BOLLARD 3 FIRST FLOOR r R=10.43 " W FRAME / / ` ELEV. = 12.0± ' 1=6.9±(12"VC-SE) if ; ; -' (BLDG. ELEV. = WILFRED P. & . M 6 T.C. ��, GARAGLX SLAB 39.8'1, L A l J R A PARENT �� s B3 t xt = 11.s± BLDG. HG?. fir\ � , � � 8"VC " • + + 28.5'1) 11 0 F.G. ONW R=10.82 i O ii-�rw= = _ --_- 1=3.8(\12"PVC-N) f�, �� _ r r v 8 1=4.7(8"VC-E) 1 L� '�. G - - „ - __ //1f� hVC >n 6"WATER 2 A -10-0 �� W _ W W 1=3.9(8"VC-W) �N Pl 4 --- - ---- " " _--- -- --•� ' ----t--_`- ---_--- RAN WT 12 4 PER PLANNING BOARD - " 1 RAN WT 0-28-04 12 UNITS CLOGGED "RCp - -- ` r 0 IUSMS PARE DEVBLOPYEIV� T � 4 , U WITH DEBRIS xa , . LJP- 726 NO. BY APP DATE ISSUE/REVISION DESCRIPTION UP#250-1 n �1 Wf LIGHT'�� ' R=14.76 R=10.79 W/TRANSFORMER ='= O� BM#1 `OFJW R=10.87 NTT; ; I=2.6(24"RCP-W) 1=5.2±(8"VC-W) R=10.52 DATE: 06/15/04 DESIGN BY: VVT 1=2.6±(24"RCP-N) o I=3.2(12"RCP-E) 1=6.8(8"VC-N) 1=5.9(8"VC-N)1 h , SCALE: AS SHOWN DRAWN BY: RAN 1=5.7(12"VC-NE) 1=2.6(24"RCP-S) 1=5.4(8"VC-E) 1=3.6(--_S) C7 x o CHECK BY: DH I=2.6±(24"RCP-E) ($nVC-W)-NOT VISIBLE � Q 1=5.5(12"VC-NW) GRADING AND DRAINAGE PLAN PLOT DATE: Dec 14, 2004 1:58 pm PATH: F:\Land Projects R2\10918\dwg\ENG\REV2\ SCALE.• 1 " = 20' DWG: 10918PSr2.dwg LAYOUT: GD01 A 0 20 40 80 SHEET: 5 OF 10 PS�5 PROJECT NO.: 10918 Irnl�. 12 R=14.34 I FINISH GR DE = EXISTING G ADE 1=-0.3(12"PVC-N) - - - 1=-0.4(15'PVC-E) 1=-0.3(12"PVC-S) SALEM � __-- - - - - !--0.4(12"PVC-W) 10 _ R=13.91 - - - EXISTING GAS S VICE (TBR) MARITIME 11 � © R=14.00 R=13.21 1=9.4(12"PVC-SE) t i J TOWNHOMES 1=9.2(12"PVC-SW) V R=12.77 1=6.3(18"PVC-W) J = „--_ --=f (N.P.V.-DEBRIS09.8±) - - 1=6.4(15"PVC-E) 8" SDR 035 5VC SEAR 12 PVC r+ ---5�;'= -__ 15 PVC H2O®7.4 8 w 1s RCP _ 1s"Pvc --`--s---___e___--__ 18"Pvc ---- 8 SDR 35 PVC S�WE _ ------==D----_- _` __-B_------ ---=--==D-------__----==D-=�;=-__ 2-5 Waters Street: �_- - ------- -- --------- - --- ----- - - - - ----- -- -----------D=====__------ ---- ---_-_ '� o - S - 0.005 -==='T=== -- "`'-`-- 15 PVC � � wV Li Salem, MA r14 R=13.39 ,'� `�� ..� /� R=14.22 iW G W W W 4-T=-1.0(15"PVC-EW) �lz; J" �� ` Z V V 1=6.4(18"FVC-E) °� + + G G w v 4 w, , ' ��, _ W o SEEP 1=6.4(24"RCP-S) , , G '` �a 6 COLLA E RY 100 FE I=6.4±(18"RCP-W) NX n R=12.56 : R=12'90 > EXIS NG WATER SERACE (TBR) E ISTING WATER C NNECTION (TBR) f N.P.V.(FILLED N.P.V.(DEBRIS®11.1) WITH DEBRIS) ws n X x, X X x x [7 Ali OR CD 00 2 STORY WOOD / of r (Q , x f o I ','I �r O FRAME , ,-- 7 \ 2 STORY WOOD I x Q (BLDG. ELEV. = 50.0'1, + FRAME x 13N N N o BLDG. HOT. = 36.0'1) (BLDG. ELEV.. = 2J STORY : 00 0 PREPA M FORX 3 STORY WOOD FRAME OD FRAME o � BLDG. GT. (BLDG. ELEV. 50.0'1, (BLDG. ELEV. X 1(6 > � BLDG. HOT. - 3(3.0'±) 47.2'±, 2 .�tw BLDG. NGT. I x w w w w 33.2±') x I w w w .. r ' ' 1 � REKTECH :C >: >:x II Q N x M » �> > 2ZZ DATUM ELEV V) z Z En z z En _ 0.00 -0+25 0+00 0+50 1+00 1+50 1+81.81 E- X o x 196 Haynes Road Li `L1 L' CC) � 0 w rY L ` Sudbu , Massachusetts 01776 1 ..... � � W o , U y z ! �- os 1 {�, x SEWER P9�ORLE r Z < JT x L-- x a. � ' SCALE- 1 20 HORIZONTAL Me 4P#195-3 < � (f) <Cif Elf � � SCALE- 1 =2 VERTICAL r o o N/F / - - 2 ALBERTO AND HANCOCK !i x 1 STORY fl j x CONCRETE BLOC BELKYS GUERRERO x ASSOCIATES rl j 2`42 . 2 STORY WOOD FRAME �'I I \ l 2 i, 1 - Civil Engineers (BLDG. ELEV. =X40.6'±, r�TTJ s . }i? f x BLDG. HGT. 27.7'±) (2-L) -jz, - 10 r- ,,+ + x ( Land Surveyors CON C. x Landscape Architects 1+ S (3,-L) u x / - N/F o rr �i N r r -,.�. MFF THE SALVATICN Environmental N a \` oHw -GH _ OHW 1 ARMY OF �� Consultants 7�\ - - MASSACHUSETTS, 2' SMOKE CK I INC. 11 ' $ / 185 CENTRE STREET, DANVERS, MIA 01923 J oN�-? J , ( 7 � 4 b0 ! ..6 -7816ws , WWW.HAN000KASSOCIATES.COM CON \ 1 < 1 \ J DOJ z 24 STORY 2J STORY WOOD FRAME „ g 000 FRAME BLDG. ELE`Iv. (BLDG. EL ` .f. EV. = 49.5'1, " X N/F S. BLDG. HOT. = 38.0'±) ' �; , , = 45.4'f, � BLDG. 11 , :BLDG. HOT.. CARMEN � � 2 \ J (� R=11.26 VIKCLAY V4 = 34.5±) BRACHE (�I k ca #34 26 + 1 6 vs vs N/F M AND S LIMITED R=10.45 �\ I PARTNERSHIP UTILITY CONSTRUCTION KEYNOTES jj ; r1=7.5±(12"VC-SW) FRA S ws n i #73 O l 9 �� (NOT NECE.SSAR/L Y A CONSTRUCTION SEQUENCE) r I 5w/3 TRANSFORMER & BOLLARD 2 STORY WOOD N/F _77 *R R=10.43 �� 11 W t FRAME: WILFRED P. & ' ,� � INSTALL SEWER MANHOLE: RIM ELEV. 10.8 1=:,91(12"vc-sE +, , , 1 ; (BLDG. ELEV. _ INV. (DUT) ELEV. 6.00 INV. (IN) ELEV. 6.10 39.8'1„ LAURA PARENT JJ \ / P w� R BLDG. HCTr. _ 2 INSTAL 64 OF SDR 35 , VC 8 SE 40 if I �� _ ;39 U. 'RCP-W) OtHw R=10.82 �', -`T,-_ =5 -- - -- -- / ,3 INSTALL SEWER MANHOLE: RIM ELEV. 10.0 WJ '-- _ -=-S==_---- �i��, 8., � INV. OUT ELEV. 6.44 1=3.8(12"PVC-N) , �� - - _ _ cb vi, W >it W 6"WATER ( ) I=4.7(s"VC-E) Lc .\ti Y%, _ ____ _______ ' - PLANNING AR DECISION y -` +r _ F__ f /NV. IN 6' ELEV. 6.54 - 4 PER A G BO D DEC S ON I=3.9(8 VC-W) - - ----- --- - _-'"` ---`-!`---===B LAR - INSTALL R 2 RAN VVT 2 10 0 E L �j ---- -___---".J.-��-- - - - 113' OF 8' ,SD 35 PVC SEWER - " '" 4 CLOGGED i 4"Rc� ,� - ----- . ----- r. PARR D11 IAPYBNT UP t 1 RAN VVT 0-28-04 12 UNITS WITH DEBRIS a N ' c� i UP#250-1 r+ 'X�� BM#1 VN/LI 9 Jr 10 R=1o.76 R=1o.79 W/TRANSFORMER � o hw �� INSTALL SEWER MANIYOLE: RIM ELEV. 11.5 N0. BY APP DATE ISSUE/REVISION DESCRIPTION R=1a.s7 '�' ' R=10.52 �'�-� ,\/ /NV.INV IN 6'EELEV.LEV 77.25 I=2.61(24"RCP-N o `v ; I=2.6(24 RCP-W) 1=5.2±(8pVC-W)J 1=5.9 8"VC-N _, 1=3.2(12"'RCP-E) 1=6.8(8 VC-N) ( ) hW �� ( ) DATE: 06/15/04 DESIGN BY: VVT 1=5.7(12"VC-NE) 1=2.6(24'"RCP-S) 1=5.4(8"VC-E) I=3.6(-=S) O / 1 x / 1==5.7(14"RCP-E} ; (8"VC-W)-NOT VISIBLE 6 INSTALL 6" SDR 35 SEWER LAnERAL S=ao20OFT/�T M/N. (TYP.) SCALE: AS SHOWN DRAWN BY: RAN CHECK BY: DH 1=5.5(12"vc-NW) � : 0 o� I INSTALL 1' COPPER WA7FR CONNEC77ON (TYP.) 0 RELOCA 7E EXIS77NG OVERHEAD WIRES AS DIRECTED BY POWER COMPANY INSTALL 7RANSFORME--7 ffm - 20 JQ INSTALL PRIMARY£L£C7PIC CONDUIT LMUIIES SCALE. 1 11110 INEEff <;J > EXCA VA TE AND LOCA TE EXIS77NG WA TER MA IN PLAN 0 20 40 80 �/ REPORT TO OFFICE OF CITY ENGINEER. NO 7FS PLOT DATE: Dec 14, 2004 1:56 pm ll►► ♦♦♦♦ PATH: F:\.Land Projects R2\10918\dwg\ENG\REV2\ 1. ENCASE NEW SEAER IN CONCRETE IF WITHIN 10' OF EXIS77NG WATER MAIN. DWG: 10918PSr2.dwg 2. ALL EXIS77NG UIZIrY CONNEC77ONS SHALL BE REMOLD AS REQUIRED LAYOUT: U01 A BY CITY OF SALEM DPW. SHEET: 6 OF 10 PS�6 3. NEW GAS CONNE:C77ONS PER KEYSPAN DIREC77ON. PROJECT NO.: 10918 FRAME & GRATE TOBE FRAME lO BE SET/N FRAME COVERS LEBARAN APPLY FULL COVERAGE LEBARAN LF 246 AR EQUAL FULL BED CIF'MORTAR LK 110A NN1N 3" S "DRAIN" COURSE TH/CKNESS TACK COAT AT JaNTFRAME* 70 BE SET IN COMPAC110N REQUIREMENT SALEM 6" FULL BED OF MORTAR 12" 1/4" Tt7 1/2" 1 1/2" 70P TEST PER AASHM 7766. SEE NOTE[11 M/N. 2 COURSES OF -.x•: . _ -. _.; ' :;_ � r -' . • 'r TEST PER AASH70 7x66. SEE N07E[1J MARITIME CCNCRETF BRICKS 2 1/2'BINDER °- _ . • . MIN. 2 COURSES OF MIN. 6 THICK :;. : _ _�=} , TO BE USED FOR •_:, :• BR/GYCS T�7 BE USED B/TUM/NOfIS GR,gDE ,gD,�f/STAIpV TS °o°o 0 0% ° °s °° °" 95fi TEST PER ASTi�/ D-f557 Z = 2 CGWGWE7E CACG4R * 6 UNTREATED BASE o,. 4' ° ° ° o o °; W o « « " FCR GRADE ADJUSTMENTS TOWNHOMES ° ° o° .vW 8 24 � f1 ao SEAL ALL OPEN/NGS e j COMPACT v v ti MIN r r �• HATER776HT WITH ° °o ! 48,N f1 OUTLET S7RUCTURE I NON-SHRINK GROUT o o o °e 0o o"" �0 "o BACKRLL 7Z7 �, r 6' UNTREATED SUBBASE O ° ° o'o O °s0 95.x,' TEST PER ASTM/ D-1557 c�p RCP PIPE 95X PER ASIA! 24 f1 D/A. 5 M/N/MUM ° e ° ° o • o° ° 2-5 Waters Street Q ----_ FLUSH W ZY INSIDE D-1557 y 4,000 P.S/. PRECAST ° ° 8AS7N WALL 48" -1" D/A. CONCRETE SUBGRADE ��/\//\//\//\/\/\/\//\/\//\/\/ZZ / 95A� TEST PER ASTM D-1557 Salem, MA CONFORMING W7H NON-SHR/NK GROUT MANHOLE STEPS ASTM C-478, MORTAR ALL JaN7S AT 12" 0.G FOR Ir Aad A a PER N07ES 0 5" 6�FEET, RIM TO [l] COMPACT >D TEST AVERAGE OF 969 NO TEST LOWER THAN 94X v ,MIN. INVERT MAXIMUM AGGREGA lE 4,000 PS/ PRE-CAST SEAL ALL y 0 6#p MA TERIAL SPEaRCA 77ON AR PAR77GYE SIZE (/N. W COINCREX TO Q e M/N Q CANFARM WITH AS1�U OPEN/NGS WA IFR- 4� �. MHD M3.11.0.3 m : C-478 RE7NFARgNG o TIGHT W11TV TOP - B/TUM/NOUS CONCRETE" CLASS/, TYPE /-1 112 PER ASTM A-185 NON-SHR/NK GROUT o o e MHD M3.11.03 6 DEP 7H OF 3 4"-1 1 2' o C5 C>Rg� o BINDER- B/TUMINOIIS CGIVCRETF GYASS /, TYPE /-1 1 PREPARED FOR S701VE ON STABLE BASE 6"DEPTH OF 21f CRUSHED S70NE BASE - GRAVEL BORROW MHD M1.0.3 0 TYPE C 2 CA TCH BA 6// WITH HOOD UNDISTURBED SOIL OR SUBGRADE COMPACTED 7095X PER ASTM DO-1557 SUBBASE - GRAVEL BORROW MHD MI.03.0 TYPE C 2 REKTECH TYPICAL CROSS SEC170N - NOT TO SCALE NOM CON/CAL TOP MAY ALSO BE USED UNSUITABLE SUBGRADE - ARD/NARY BARROW MHD MI.01.0 12 DRAIN MANN, OLE BITUMINOUS CONCRETE RA VEMENT 196 Haynes Road Sudbury, Massachusetts 01776 TYPICAL CROSS SECTION TYPICAL CROSS SECTION NOT TO SCALE NOT TO SCALE 5'x16" SPOT-FACED GRANITE CURB, HANCOCK f7MSy GRADE' FULL MORTARED JOINTS (MHD TYPE VB) 6' REVEAL MP COURSE OR PA VERS BINDER COURSE oR B/TUM/NOUS s£rnNG BED ASSOCIATES C01VS7RUC770N IN AREAS TO ° GRAVEL BASE PLANTED AR UNIMPROVED AREAS CANSIRUC110NV /N AREAS 1t7 BE PAVED o °`e :`° o o•° DOUBLE-STAKED HA Y BALE 0. 0. 3G�00 PSI LANDSCAPE Civil Engineers : o° �° o° o CEMENT C10WCRETE SURFACE RES7t7RA7701V "LWT g �o °_ .a° UNTREATED BASE COURSE TOPSOIL FCOMPACTED GRA VEL BASE' COMPACTED 70 95X PER ASTM11 1 CATCH BASJG Land Surveyors 1bP FRAME c!� GRATE Y _ a •" :r GRADE , 0-1557 (SEE PA VFMENT = • ; . -.. 3CFaf7CA TION FOR BASE r « r ' GiOIURSE MAIET�/AL) _ _ 'o a o.,. .ocs:•: ��' °: :dti o•-• 'oa'-V o _ _ Landscape Architects MIN. MIN. :a.,-o o' dao• ��„ dao 'e o X00 '•,'o a; III—III—III—I I 'a •. . • a''. o-•`. .. • o-•. .. SU96RADE COMPACTED 70 � � I I—�—I I I�( = 95X PER ASTM D-1557 I I I V I I I III III III III CATCH BASN Environmental VERMAL GRAN/7F CURB �m =_1Tf_ TiT=_111= Consultants i I=I I I� III-III=I I I�f W CA TCH SA 8//V SILT CHECK CROSS SEC TION — — — LA Y BACK MVE SLOPES t NOT TO SCALE '''``'`='�' =' � �=_'' OR PROWDE STRUCTURAL K4-�=== • = -_;3y=.a :< � NOT TO SCALE =•,,:�.2�_s . SUPPORT FOR TRENCH Z : : •SEEN 7E2 = WALLS PER OSHA ` o = W R *--•- = =.-r- 7 REQUIREVZ?VTS 185 CENTRE STREET, DANVERS, MA 01923 VOICE (978) 777-3050, FAX (978) 774-7816 ' `'_` WWW.HAN000KASSOCIATES.COM YL HADNOYING FRAME & COP99 SIt LEBARAN 6BEDDING LK 110A WI7N .3<'LETTERS "SEWE'R' FLN/NDA TION STAB/ULA TION STEPPING STONE, SEE PLAN WFIEN REOUIRED BY ENGINEER ..,a -_:. -.. ;•.:-�� _ v r° tiG 12 114' 7V 112'w OPHERMSE PLACE BEDDING ON rrs�° = -� j y t �-- 2 SETTING SAND h / / .SHAPE BEDD/NG BY HAND : _ •:.,-_"-�.i:w�:.�• ,...,-::•.�..�-:. .. .;. � FTN/SH GRADE Tn RT BOTTOM OF PIPE' INSTALL UAVO/STURBED NATURAL SOIL ---f •.••L::'.. ,t:•• :•" -• ;'. , *34026 : k -� PIPE ON STABLE BEDDING WZY UN/FORM BEAR/NG ;''.';� �' '` '�:-:�- 'y•s; ."�._�' �► UNDER FULL LENGTH OF PIPE BARREL •`-� �..'• _: -:•- _ ..:: ': 3- COMPACTED GRAVEL/COARSE SAND �— MIN. 6" 7N/CK B/7UM/NOUS _; ...• v 2'_6' CONCRETE COLLAR FOUNDAT7AN, BEDD/NQ & BACK7%L MATER/ALS [I CE 3/4"f GRADED t�, y 3 TO 5 COURSES OF CONCRETEUNDISTURBED SUBGRADE O DIA. BRICKS FOR GRADE ADXISZYEN7S PIPE MA7ER/AL HDP, PVC RQ 0/ GRANULAR BACKRLL AT OR COMPACTED FILL 7 Q o OP77MUM MOISTURE/N i y COMPACT STRUCTURE FOUNDA770N [6J [6J HORIZONTAL, 8=DEEP, ON LOOSE LA Mn .O BACKf7LL TO 95X / A TO 95X PER ASS COMPACT 1557. of W 48r GD PER ASTM D-1557 BEDDING [fI [1J [21 MINIMUM WIO1N OF 1RENCiY 4,000 P.S/. PRECAST 1 1 MEASURED AT THE SPR/NGUNE ST�PP/NG STONE CONCRETE CONFORM/NG WITH HAUNCH/NG [I [J of THE PIPE; INCLUDING ANY TYP/CAL CROSS SECTION - NOT TO SCALE AS1U C-478 RE/NFORCENG /N/17AL BACKf7LL NECESSARY SHEATH/NG• o W PER ASTM A-185 Q �' PIPE D. ALL JOINT BETWEEN SEC77ONS WD 7H LESS THAN 21"RNAL BACKRLL [4I [4I / 0.D. 12" GRADE RINGS AND CAS77NGS 70 r « Q o 0 3 o SHALL BE SEALED MIN. [5J [57 ��q TER THAN 42" O.D. f 30" 2 RAN vvr 2-10-04 PER PLANNING BOARD DECISION V WA 1ER17GHT. ALL LIFT PIPE COVER � � V '• HALES ShIALL BE GROUTED [31 RAN VVT 0-28-04 12 UNITS h [3J INSTALL PIPE/NC OVER ON THE INS'lDE•AND OUTSIDE /NCOVER OF 1RENCiS� Q W11N NOW-SHR/NK GROUT [4J /N PLANTED OR UNIMPROVED AREAS USE" 0V-_g1TE EXCAVAMD MATER/AL FOR N0. BY APP DATE ISSUE/REVISION DESCRIPTION v RNAL BACKRLL COMPACT TO 95X PER ASTM D-1557. /N PAVED AREAS OBTAIN ENGINEER AFRO VAL OF AV-SITE EXCAVA;ZED MATERIALS FOR USE AS DATE: '06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN 3 m - TABLE AT 2/3 P/PE DIAMETER RNAL BACKRLL CHECK BY: DH 6" 3" MAX. ' W . MIN. GROUT AROUND PIPES WTH [51 MINIMUM C0WR OVER 7VP OF P/PE o j¢„ VAN-SHRINK GROUT 1?700 PIPE MATER/AL HDP, PVC RC, D/ { 3 N SPR/NGL/NE WATER 5'-0« 5t-O" 2 SEVER 4=O` 4'-0' ! = '`• ' ti '-' CONNEC7ORS PER DRAIN 1=6" 1=0' • • s: .. .�_+ s STORK RESILIENT ,P . . . . ASIA! C 92.3 [6]FO1R FOUNDA AON STAB/UZA 7 70N, USE 2'f CWUSHIED STOVE. DETAILS MORTARED BR/CK : Z 6" DEPTH OF 2"f CRUSHED S7t7WE TABLE & INVERT �� PIPE TREMCH YIN. 0.2 DROP THROUGH MANHOLE TYPICAL CROSS SECTIONPUN UNDISTURBED SOIL OR SUBGRADE NOT TO SCALE COMPACTED TO 95X PER ASTY D-1557 SEWER MANHOLE PLOT DATE: Dec 14, 2004 1:57 pm PATH: F:\Lord Projects R2\10918\dwp\ENG\REV2\ TYPICAL CROSS SEC17ON NOT TO SCALE DWG: 10918PSr2.dwg LAYOUT: DET01 A SHEET: 7 OF 10 PROJECT NO.: 091$ FRAME & COVER MIN, 6- >H/CK B/T SALEM SIt LEBARON LK 110 1/4& 70 CD d COLLAR [31 INSTALL V/ALVF FOR UN/TS 11 & 12 /N THE SIDEWALK. 112ww 112 FRAME rO BE SET/N ? INSTALL SAL VF FOR UN/TS 1-10 W (2) fg-T OfF THE MARITIME INLET WfTH 12 72" TEE �:, ,:�, � �-,' ;. fULL BED OF MORTAR GUTTER UNE IN THE ROADWAY. j MIN. 2 COURSES OF TOWNHOMES CONNCRETE BRICKS f0R GRADE ADJUSTMENTS ao 24"f1' MORTAR ALL JOINTS CUT a7STTNG 12'DRAIN fZUSH WITH INSIDE WALLS 2-5 Waters Street - _ a OF MANHOLE BASE Salem MA LOHEST/ T OUTLET PIPE W ZY 12'X12TFE RNI-W 6RADE 'DOGyOUSS.•BASF 4,000 P.S/. PRECAST SEC110N FOR 12'P/PE CONCRETE O�RMNWG ZY SEAL ALL OPEN/NGS p ASC-47$ WATER 77GHT WITH p [3I ? 9RETNFORGYNG PER 0 o NON-SHRINK GOUT v J .� ASTM A-185 4,000 P.S.1 PRECAST CURB S1t2P v CONCRETE CONFORMING 48"-41" /A.1z W� ASTM C-478, GOOSE EX " �, Q 6' S MINIMUM WRE/NFORaNG PER ASTM L'OPPER TUB/NG SEAL ALL OPENINGS m COWCRETF BASE m 6w R A-18.5 o N SHR/NK GROUT PREPARED F M/N. so COMPACT STRUCTURE [2] c\ o 2 8 0 og BACKRLL TO 95X PORA AON a8o fib-' ' . PER ASTM D-1557 S70P[11 e •-� a -o2 CF :6"DEPTH OF 2'f W TER MAIN CRUSNE�STi7NE 6'DEP7H GN'2't CRUSHED STt7WE CRUSHED STt7NE �-�--UND/STURBED SOIL OR SU96RADE--� REKTECHUND/STURBED SOYL OR SUBGRADE NOTES.• COMPACTED TO 95X PER ASTM D-1557 [11 HEATER SERVICES LARGER THAN ONE/NCH ARE 70 BE COMPACTED TO 95X PER ASTM D-1557 RESTRAINED TO MAIN WITH APPROVED SADDLE. NOTE CON/CAL 70P MAY ALSO BE USED, [21 C'OARD/NATF BUILDING CONNECTION W ZY PLUMB/NG DRAWINGS 196 Haynes Road GREASE AND OIL SEPARA TOR WA 7258 SER WCE 'DOG HO[!SE7 DRA/N MANHOLE BASE Sudbury, Massachusetts 01776 TYPICA L CROSS SECTION TYPICAL PROF/LE NO T TO SCALE NOT TO SCALE TYPICAL CROSS SECTION NOT TO SCALE FIHIANCOCK ASSOCIATES This CADD file Is for the purpose of specirying stomwvater treatment equiprrent to be furnished exactly as pro�vlided by Vortechnics.. 71 Im. and may only k be InformatioR excluding the Vats ntry 2 (600 m m DIA TE StomwraterTreatment System and patent pendtg designations,may be deleted If i TYPICAL 1. STORMWATER TREATMENT SYSTEM(GATLS�SHALL Civil Engineers necessary.Revrisionsto any part of tis Cl100 fie vuithaut prior coordination v�ith BE DESIGNED TO MEET PERFORMANCE OABASED Wfortechnics shsaN be considered unauthorized use of proprtet$ty Infom�alion. �.. ON FULL SCALE LABORATORY PERFORMANCE DATA THE VORTS3ENTRY SECTION SHALL 8E STENCILED 2, SWrS SHALL BE DESIGNED TO RETAIN FLOATABLES Land Surveyors WITH THE WORTECHNICS NAME AND LOGO. AND TRAPPED SEDIMENTAT FLOWRATES UP TO AND PIPE OPENIINGS SHALL BE STENCILED INLET OR INCLUDING PEAKTREATMENT CAPACITY OUTLET AS APPROPRIATE � Landscape Architects tom► � J -� E li� B. SVVf S INVERTS IN AND OUT SHALL 6E AT THE SAME LENGTH � .. ELEVATIONHALL NOT BE COMPROMISED Y �. SVNfSS PRO SEDB EFFECTS OF Environmental AS D/RE"I OR SPEC/fTEO DOWNSTREAM TAIL'WATER Consultants f�D + 18" (450 mm) S. SWrS SHALL RAW NO INTERNAL COMPONENTS THAT PLAN VIEW OBSTRUCT MAINTENANCE ACCESS 6. PIPE ORIENTATION MAY VARY;SEE SITE PLAN FOR 185 CENTRE STREET, DANVERS, MA 01923 B SIZEAND LOCATION VOICE (978) 777-3050, FAX (978) 774-7816 7. PURCHASER SHALL NOT BE RESPONSIBLE FOR WWW.HAN000KASSOCIATES.COM A B A ASSEMBLY OF INTERNAL COMPONENTS c + --�--- -- 8. (1)MANHOLE FRAME AND COVER SUPPLIED WITH ,30'BEND (ROTATE r� SYSTEM,NOT INSTALLED 0>" AS REWIRED) _._. - ._.._- 50 1�4'It `' s 9. PURCHASER TO PREPARE EXCAVATION AND Y-BRANDY OR T-BRANCH D D PROVID E LI FTI NG EQUI PMENT �` ' qp CL y� l � TAS 0 r', 34026 LAN HEW -r- SIZING AND ORDERNGFIN ORMA`TQN90T-8676 FOR �� 9 I`t 1 E s. COMPA�IED ff � N C - SELEC B Circ LL CRUSHED S70NE UNDISTURBED 4AP MATER/AL MIN. NN - SECnON B-B --� !, 17 GROUND StIRFACE PRO VIDE 2"x2" OAK MARKER v 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION k N � PRONDE CRUSHED STt7NE TO 1 F7 ABOVE PIPE' E7V0 do 2 fT. R LEFT SIDE VIEW ELEVAIIQN VIEW MIGHT SIDE %4EW O BUI�ING CGNNNEC110N PIPE � (ALUMINUM COMPONENTS NOT SHOWN FOR CLARITY) (ALUMINUM COMPONENTS NOT SHOWN FOR CLARITY) 1 RAN VVT 0-28-04 12 UNITS M/N. SLOPE 1/4w/ T. NO. BY APP DATE ISSUE/REVISION DESCRIPTION UNLESS OTHERWISE DIRECTED o 0 30 DATE: 06/15/04 DESIGN BY: VVT °0 Approximate ASSEMBLY VIEW SCALE: AS SHOWN ��o O Y' Total Storage - Approximate Sleeve recommended DRAWN BY: RAN °° °° °°° '° VQrtSentry Distance CHECK BY: DH ..;:''goo o ° ° Diameter Treatment Base riser Total t�utslde Dimension Maximum Pipe t..:. ° Model Outside Top t 2=0' Depth Height Height (square) Diamfeter wr: .• Invert .y✓ / COMPACTED CRUSHED STONE UNDISTURBED MATER/AL (1D) A B C D E 00) ft mm ft mm R mm ft m ft m i n mm i n mm SITEWORK WHERE SADDLE /S USED, BR/CK � CEit/ENT li0 BE PLACED UNOLR LZBOW, SADDLE, & MAIN PIPE VSM 3 900 3.3$ 1029 3 900 9.83 3.00 3A2 1.04 26 660 12 300 DETAILS PROF/LE A-A VS40 4 12001 . 4.52 1378 3 1 900 12.5 3.81 4.98 1.52 31 790 15 375 V850 5 1500 5-63 1715 3 900 13.26 4.04 4.55 1.39 35 890 18 450 RAN SEWER CONNEC77ON NOT TO SCALE V96 6 1800 6.75 2057 3 900 15.34 4.68 5.75 1.75 42 1060 24 600 VS70 7 2100 7.88 2400 3 900 18.58 5.66 8.04 2.45 49 1240 30 750 PLOT DATE: Dec 14. 2004 &W pm PATH: F.\Land Projeeta R2\10916\drq\ENG\REV2\ VS80 8 2400 9.00 2743 3 900 19.16 5.84 7.62 2.32 49 1240 30 750 DWG: 10918PSr2.dwg LAYOUT: DET02A PS�8 SHEET: 8 OF 10 PROJECT NO.: 0918 IT I QO LL W LEGEND � m L Lv Q W LL v SALEM , MARITIME DECIDUOUS SHADE TREE �-- ry w TOWNHOMES Q � Q ' Cn of Of I I — 0 O 2-5 Waters Street i N /F Salem, MA 2 PRU , , ALBERTO AND ORNAMENTAL TREES BELKYS GUERRERO - - 16 THU I GATE (TYP) y 16 FES 0 EVERGREEN SCREENS 8 HYD 15 THU ANNUAL PLANTEIRS < �. �� y i SHRUBS ORNAMENTAL GRASSES 6 ILX <^> BENEATH WATERS / I STREET WINDOWS PFEFAFM FM AVA 1 2 9 PIE 1 GLE (NP) :•::•.� • PERENNIALS 1 EUN �'�: '�:�.':•;:;:; . � > F�" . ..,•,,,,,,- .� 15 ILX 11 HYD ��_ ` �\\ 8 HOS � ,.v 1 MIS �` •` •` •` + •`•r•:•'w'• •:'4 ^>6 V V ? <^ i 8 HEU :•;•'•.:.•,,:.•,,;.• ;.- - �` ••.;.•,.;.; •.••, :•;.. ..,. GROUNDCOVER PJEKTECH 1 RSA \ 10 CHR JJ\>��/ 9 PIE ` T ANNUALS IN PLANTERS <^>S- " 10 196 Haynes Road �\ PERENNIAL ANNUALS IN WINDOW BOXES Sudbury, Massachusetts 01776 1 MIS GROUPINGS(TYP) f ' J i ," < J' �/ / 3 RSA ^> 70wMH LAMP, 10' POST, TYPE III DIST. 2 COR 1 I WOODEN PRIVACY FENCE/GATE, 7' HT. 1 EUN \ r GATED ARBOR VATH ' 10 PRU 3 PIE 3 ROS 16 VIN \ TYP COCK ?t L. ) v 1 MIS _ fLAN VINE C 3 AST 5 P! 2 AMC 3 CHR I N a ASSOCIATES 14 VIN 1 MIS 7 VIB THE SALVATION > " /' \ 1 GLE 3 ROS 1 HYV 3 AST 1 HYV \15 VIN 3 CHR Civil Engineers Y " .;r . ARMY 0E � 14 TAX 1>I.VV . :_-,::!". C• • •• •• 7 ILX 1 MIS "��}� I MASSACHUSETTS , Land Surveyors ?> A>pVVf r .. I PEASTONE '' 1 MIS`; // 9 HYD < ��.�.: I N , .:• <. '. Landscape Architects ACCESSWAYS 18-30 \_ 16 THU 1 HYV WIDE (TYP) 7 PIE 1 HYV 8 Environmental DECIDUOUS SHADE __ 3 HEU 3 HEU TREE (TYP) /' \ 3 HOS 3 HOS '� _ - - - Consultants AA 1 MIS t 3 RSA > WHITE VINYL PRIVACY J ? < a ^ > < ^ ? " <. V V 6V ? 3 RSA 3 ROS 18 TAX FENCE, SEE DETAIL / <�' ` 'f 3 1 LX 185 CENTRE STREET, DANVERS, MA 01923 (TYP) ? 24 THU VOICE (978) 777-3050, FAX (978) 774-7816 1 6 PIE WWW.HAN000KASSMATES.COM I LUMINAIRE AND I I 7 2 ROS ! SEE DETAIL (TYP) \\\ �-� i 1 RSA '� r a;^ 3 AST > 3 MIS < 2 COR 3 CHR 1 EUNN /F 26 HEM 14 VIN 1 MIS 7 VIB 6 HYD r COMPOSITE DECKING _ � � (�) CARMEN 3 ROS 1 HYV► 3 AST 1 HYV 3 CHR 6 PIE ' BRACHE 3 ILX 11 MIS1 1 1 COR V" I I 1 MIS r: : . p y,;w ;;•.,�L ^ 1 COR 18 VIN " a •'••' •�•�< •'• �`�`'•' 8 HEM " ;,;. •.;:�� .•:•.r-- ',..� 18 VIN .,> 2 EUN 0 PRU 10 HEM I EVERGREEN SCREEN \ / 1 HYV �--- 1 H (NP) 7 PIE 8 FES , ; ,.;,•,'? < a ` 6 3 HEU 3 HEU . . . . N /F .• . . . . . . . w .• \ .i -.. �\' V V V ? < > .a...f=^.✓•*-%�!^�h`..Cx 'v a> < J; DC v ?> < J< :a ^>6 v v ? t TRANSFORMER - �f. 14 HEU / 3 HOS 3 HOS ^,F > < a ^ `� < a ? ,. ? < a < �', i t i 1 MIS `� ,,ytvy< ` < i,!. M AND SLIMI / 3 RSA , J ��V ?> V > < a - VV < J <^>OVV > < J<q>t�V ?> < J<^>OV ? <J A>; < _f -A...P p V 4'2 .1 ...1, • s a • • • • • •,✓ PARTNERSH 2 AN VVT 2-10-04 PER PLANNING BOARD DECISION 8 FES ` 1 SMV uvr 0/28/04 12 UNITS 5 HYV 8 HOS 20 VI < < ` N0. BY APP DATE ISSUE/'R DESCRIPTION 8 HOS \ I \ �� - �I�-- �\ 10 HOS 3 ILX > I N \_ ` a< a<^> — / I \ 6 PIE ^ ' DATE: 9/2/2004 DESIGN BY: SMV 2 AMCi \ < & �. ,t � \ SCALE: AS SHOWN DRAWN BY: SMV WILFRED P . j ` ;' __ 7 HEU 14 VIN 1 MiIS 1 '� CHECK BY: VVT 1 GLE 3 ROS 6 HYD I EUN LAURA PARENT C `v" 8 CHR 9 HOS < , I 5 MON 9 AST ' - <a<^ ?> < a<^ ?> < J<^ ?> < a<^ MAILBOXES 5 HEM LANDSCAPE (TYP) 41LX 24 ILX " '+ > - - - - - - - - - - - - — PLAN I 2 MIS I 6 PIE VV TH EVERGREEN HEDGE 5 ILX 2,MA SON S TREE T 3 TAX61 `^'V`^'y`^'y<^' !"; a7 > 14 TAX PLAT DAIS D.o 1a 2004 10e34 an v ^ a �! PAM Ft\Land Piopab R2\1W8\dn\PXW 2\1W&A\ - - - - - - - - - - - - - - - - - - - - - - - - — ._._ — ._... - - - - ^ i;�; DWG: 10918LA3.dwg I LAYOUT: L-1 SCALE: 1" = 10' I ' I SHEET: 9 OF 10 ' I I NORTH o 5 10 20 40 -- -_ -- PROJECT NO.: 10918 i �r QTY SYM BOTANICAL NAME COMMON NAME CULTIVAR MIN. SIZE REMARKS GENERAL PLANTING MIXTURE SPECIFICATIONS DECIDUOUS SHADE TREES ' ___F_ 1. Topsoil: Fertile, friable, natural topsoil without SALEM 3 GLE GLEDITSIA TRIACANTHOS INER. HONEYLOCUST SHADEMASTER121/2-3 CAL. admixture of subsoil material, obtained from a n T ORNAMENTAL TREES well—drained arable site, reasonably free from clay, lumps, MARITIME 4 AMd AMELANCHIER X GRANDIFLORA SERVICEBERRY 'AUTUMN BRILLIANCE' 8-10' HT. MULTISTEM coarse sands, stones, plants, roots, sticks, and other foreign materials, with acidity range of between pH 5.5 to TOWNHOMES 6 CORI CORNUS KOUSA KOUSA DOGWOOD 2-21/2 CAL. HYBRID, B AND B 6.0 and be typical of the area. Certain plants such as broadleaf evergreens may require more acidity. Identify LANDSCAPE SHRUBS source location of topsoil proposed for use on the 40 HYD HYDRANGEA MACROPHYLLA HYDRANGEA 'NIKKO BLUE' #3 POT SUN TO PART SHADE project. Provide topsoil free of substances harmful to 2-5 Waters Street 64 PIE PIERIS FLORIBUNDA MTN. ANDROMEDA #3 POT SUN TO SHADE the plants which will be grown in the soil. Approval by Salem, MA 22 PRU PRUNUS X CISTENA PURPLE SAND CHERRY 2-3' HT. FULL SUN, B AND B designer required for material and location of use. 2. Peat moss: Brown to black in color, weed and seed 14 RSA ROSA RUGOSA SHRUB ROSE 'ALBA' #3 POT FULL SUN free granulated raw peat or baled peat, containing not 17 ROS ROSA RUGOSA SHRUB ROSE I #3 POT FULL SUN more than 9% mineral on a dry basis. .Approval by 34 VIB VIBURNUM TRILOBUM CRANBERRY BUSH 'BAILEY COMPACT' #3 POT SUN TO PART SHADE designer required for material and location of use. 3. Organic Matter: Organic matter can be from peat HEDGE SHRUBS moss, compost, or -locally available organic waste. Organic matter should be free from debris, weed seeds, and 3--3'xJ'f7R STAKES (PER 7RE£). ATTACH 3116" GAL 6 EUN EUONYMUS ALATUS BURNING BUSH 'COMPACTUS' 2-3' HT. SUN TO SHADE, B AND B insects or diseases which may be harmful to the intended s7FEl CABLE ro 1 1/2" SCREW E'YF/N POSTS ENCASE 60 ILX ILEX GLABRA INKBERRY 'NORDIC' 2-21/2' HT. SUN TO PART SHADE, B AND B planting. Plant materials such as perennials may benefit RAROUND TRUNK /N NEW BLACK REINFORCED ��P0� P 9 P Y RUBBERueHOSE SECURE ALL ENDS OF CABLE iN7H EVERGREEN SCREEN from increased organic matter. Approval by designer GAL MALLEABLE CABLE CLAMPS EACH CABLE: required for material and location of use. 4 1A' GAL TURNBUCKLE 49 TAX TAXUS X MEDIA HYBRID YEW VERTICAL SELECTION 5-6' HT. SUN TO SHADE, B AND B 4. Fertilizer: Commercial type approved by the Designer. NEA 7LY WRAP ALL DEaDUOUS TREE' TRUNKS AS REKTECH 71 THU THUJA OCCIDENTALIS ARBORVITAE 'HETZ WINTERGREEN' 5-6' HT. SUN TO PART SHADE, B AND B 5. Depth: Planting soil shall be provided at a minimum SPEaf7ED, KR77CAL POSTS 70 BE PLUMB AND depth of 6" in any location to receive trees, shrubs, STRAIGHT. GROUNDCOVER perennials, annuals, vines, seed or groundcover, or as " PINE BARK MULCH TBD SAG SAGINA SUBULATA IRISH MOSS 10,000 SEEDS PER 1000 SQ FT noted in Landscape Details. M//V. 3'HIGH SOIL SAUCER AT EDGE OF 1REF P/T f1N/SH ARADE 196 Haynes Road 109 VIN VINCA MINOR PERIWINKLE FLAT/24 12" OC Sudbury, Massachusetts 01776 _ _ CUT ALL STRING WRAPPED AROUND BASE OF TRUNK VINES SHRUBS AND PERENNIALS, SEE I III ' (I I-1 I AFTER PLANTING 10 HYV HYDRANGEA ANOMALA CLIMB. HYDRANGEA #2 POT TRAIN ON GATED ARBORS PLANT PALETTE (TYP) 4-0' = PLAN77NG MIXTURE AS APPROVID BY DESIGNER • k �� MIN. 12'I — I� 2'ORA/NAGE MOUND ORNAMENTAL GRASSES OC R HANCOCK 32 FES FESTUCA CINERA FESTLCA ELIJAH BLUE #1POT 15-18 SAGINA SUBULATA (IRISH MOSS) OR VINCA MINOR (PERIWINKLE) 17 MIS MISCANTHUS SINENSIS MAIDEN GRASS 'GRACILLIMUS' #3 POT 340C �, E SURROUNDING PEASTONE ASSOCIATES ACCESSWAY TO A VARIABLE PERENNIALS WIDTH (TYP).� TREE STAK%1G DETAIL 21 AST ASTILBE X ARENDSII FALSE SPIREA 'BRIDAL VEIL' #2 POT 18-20" OC 3 s �� ( ) NOT TO SCALE 30 CHR CHRYSANTHEMUM X KOREANUM SHASTA DAISY 'BECKY' #2 POT 12" OC * Civil Engineers 49 HEM HEMEROCALLIS DAYLILY 'HAPPY RETURNS' #2 POT 18-24" OC #2 POT 12-15" OC x x� � �� 1 41 HEU HEUCHERA CORALBELLS EBONY & IVORY ' + •: TYPICAL TREE PLAN77MG DETAIL NOTES' Y �� ;� xx '` � � .' ` DETAIL LONE ACCESSWAY, SEE Lan Surveyors 'PATRIOT' #2 POT 18-24 OC �. '� HAKE' 70 BE DUG NO DEEPER THAN 771E ROOTSALL AS MEASURED FROM 55 HOS HOSTA PLANTAINLILY PATRIOT x - {a�x ,� x. THE 7rRUNK nARE 7o 7HE BOTTOM OF 77HE ROOTBALL Landscape Architects 19 MON MONARDA DIDYMA BEEBALM 'MARSHALL'S DELIG #2 POT 12-18" OC `` �� * �� f x • MULCT SHALL NOT BE PILED AGA/NST THE TRUNK OR BASE OF BULBS x f�X j t y',J F X �r 7REF' UNDER ANY aRCUMSTANms MULCH LAYER SHOULD TAPETR DOWN 70WARD 7RUNK AS INDICATED. Environmental 500 1 NARI NARCISSUS DAFF(ODIL TO BE ShLECTED/LOCATED BY DESIGNER FALL PLANTING 3 PER HOLE • Do N✓or usE PLANnNc sroc K IF RoomALL /s mACKm OR _ Consultants �• BRORZVV BEFORE OR DURING PLANTING PROCESS ANNUALS PLACE BAC1KfXL AROUND ROOTBALL /N LA YERS, TAMPING TO TO BE SELECTED BY DESIGNER FOR PLANTERS ACCESSWAY� -AN77NG SETME BACKFILL AND ELM/NATE Vt7/DS AND A/R POCKETS WfHDW P/r/S APPROX. 1%Z BACIKFILLED, WATER 77HOROUGHLY NOT TO SCALE r BEFvRE PLAaNG RE�yA/NDER OF BAaCf7LL REPEAT WATERING TRUNK 0 AB �tINCAOnI.• PLANT 185 CENTRE STREET, DANVERS, MA 01923 UN77L NO MORE IS ABSORBED. WATER AGAIN AF7FR PLAaNG 1 7D 2' ABOVE EXISANG MADE ��'LANT PALETTE AND TAMPING FINAL LAYER OF BACKFILL APPLY 7HREF (3) INCHES OF MULCH OVER VOICE C9j^W .HAN000KASSOCI78) 777-3050, FAXATES.0 M 7816 TY1p/CdL �/RL/B PLdNAN�' oETA/L N07£S• DISH AND TAMP 70P OF BAGyMLL BACKFILLED SURFACES OF P/T. 7NOROUGHLY z.< 70 FORM A 3-INCH HIGH MOUND WATER MULCHED AREA. AFTER WATERING, " RAKE MULCH 70 PROVIDE UNIFORM r • PLAINT so 7THAT w OF ROOTBALL /S 1 2 ABOVE SURROUNDING GRADE: AROUND THE R/M A� THE P/T. DO F/N/SHED GTADE SHALL NOT BE PILED AGA/NST THE 77�UNK OR 7Ex✓S NOT COVER TDP OIF'ROOTBALL • �S W ZY BACKFILL s .� OF SHRUB UNDER ANY aRCEIMSTANCIEM MULCH LA?� SHOULD E USANG GRADE TAPER DOWN 70WARD TRUNK AS /ND/CA IED. " T DO NOT USE PLANANG S7Z7K.YC /F R007BALL /S CiRACKID OR — — CUT AND REXIOV£BURLAP, RA°E; BRG�CEN BEFORE OR DURING PLANANG PRO[.L�SS I I L, I� AND WRE FROM 70P 1/3 OF ROOT BALL PLAT CE'BAC1Kf7LL AROUND ROO7BALL /N LA YEWS, TAMP/NG TO _ ..y 'TJX _ BACKf1Lt ►NTN F'LANANG MIXTURE AS APPROVID BY DESIGNER SF?7LE BACVXL AND ELIM/NA 7F IAWVS AND A/R POaCE7S uNDl57URB£D — 1T ` ice �� A WNLE]V PIT/S APPROX. 1/2 BAGYKf7LLID, WATER 77HGl40UGHLY SpjrL I= SET BALLED AND BURLAPPED S1t7GYC PLUMB AND /N BEFORE PLAaNG REmA/NDER OF BAok77LL REPEAT WAlER/NG I�11=1 I-1I 1=1 I-1 I—I I�I ' CE�N7ER OF PIT, ON 21H DRAINAGE MOUND OF 12 FEET ` � . ' :, ' » UN71L NO MORE/S ABSORBED. WATER AGA/N AFTER PLAaNG —III_I I I IJ, UND/SIURBED SOIL AND TAMP/NG FINAL LAYER OF BACKRLL HAKE 3x AS NIDE AS R0078ALL --i { tf �M1�. f{. r m DI.SH AND TAMP 7OP OF BACKFILL - � Wf7H SLOPED SIDES \'ti' wed r 70 FORM A 3-/NCH H/AH MOUND - � APPLY THREE (3) INCHES OF MULCH OVER ARIOUND INE RIM ! 71HE P/T. DO NO,T COVD4 1t7P OF RCOIBALL BACKf1LLID SURFACES OF P/7: THOROUGHLY x° • ,. wATFR MucaHED AREA. AFTER WA lER/NG, TYPICAL TREE PLAN77A IC DL AL FRITH BACKf1LL RAKE MULCH TO PRONDE UN/FARM fbVIS YM GRADE' NOT TO SCALE OCS77NG GRADE —' CUT AND REb/OVF BURLAP, ROPE; HAROWOO�DAS � ) 2.. AND WIRE FROM/ 7t7P 1/3 OF ROOT BALL VORR uDEEAA�DAA/✓ lV r 1.75 x 3.5 x 95.75 s 3.5" BACYKf7LL Wl1N PL4NANG SGML MIX AS APPROWD BY DEVGNER TREE P/r 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION j I I 10.5" UND/S7URBED ROOT BALL SGML _ _ _ _ _ — -r SET BALLED AND BURLAPPED S7OCK PLUMB AND /N 1 SMV WT 0/28/04 12 UNITS 6 FLET t'" : :., - } , CENTER OF'PIT, ON 21H DRAINAGE MOUND OF GUY WIRE _ 1.75x3.5x95.75 � 3.5" -'' —I I —I I UNDIVURSED SOIL N0. BY APP DATE ISSUE/REVISION DESCRIPTION RUBBER HO �-- HOLE 3x AS WIDE AS ROOMALL --I ELM �y ,q�y� p,c �� ,q W ZY SLOPED SIDES TWIR TALVA IZED•STEELU►TRE DATE: 9/2/2004 DESIGN BY: SMV 84" BY. SIVIV INTERLOCKING T&G PICKETS / R � SCALE: AS SHOWN CHEDRACK BY: CSD � •�Hy , r 86" i TYPICAL SHRUB PLANTING DETAIL 61" NOT TO SCALE R A APff9F 2' yyNOTE f' $� SPACE PLANTS AS INDICATED ON ORAffING /c��c,/' �p 0 LANDSCAPE i MULCH ��f1TH/N 3" OF 1RUNK. s£r BASE of s7Ex✓ AT DETAILS f7N/SH GRADE f7N/SH GRADE SLOPE ?27 FORM 3'HIGH SAUCER. _ `H STAKE 1.5 x 5.5 x 95.75 e i 1'PINE BARK MULCH S 0 ) ,. 1 PUNT BACYCf7LL M/X7URpEAS APPROVED BY DESIGNER i I —I I �. , A /J /"�' PLAT DAME Deo,A =4 10cM Qn ARCHITECTURAL AREA LIGHTING VIA OMNI-LITE, INC. WOOD FENCE =L II I I-PLAN77NG MIX AS :� �2 s Err. 'fir TAM Fw�a Proms rc1�,00,ew.4�r+cv:�n�,ao�eu� PROMENADE LUMENAIRE PRMN, BASE DB12, POLE 4Ri 0-1:25, APPROVED BY DES6WER r I I I-1 ,. 8 PANELS 4 GATES SQUARE POSTS i � DARK BRONZE, 70wMH LAMP, TYPE 3 REFLECTOR NEW ENGLAND POST CAPS, FLAT WHITE PAINT UND/SIURBEDEAR7N- -FII�III�IIII —,�II �I� 12 VARIES 112GMA O,4 1i7pSGYL DWG: 10918LA3.dwg LAYOUT: L-2 �,4L S'l7F LIrGf-�77NG D�ETA/L 7YPICAL FENCE DETAIL �NDCOVFR PLANT TNG EVERGREEN TREE SHEET: 10 of 10 NOT TD SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT NO.: 10918 m SALEM j f7f AL: x , 17 ,. - x. :. s S. bs d9 s f MARITIME Li�Y + 97� ) , y' w , TOWNHOMES 2-5 Waters Street Salem, MA PREPARIM FM i. n ti ..': :.. :.., ,.. .'.;a S.. '...- •..... ,:.- ,.. �. -.. ': fi:. 2 - 5 !MATERS STREET SALEM, MASSACHUSETTs 01970 REKTECH 196 Haynes Road Sudbury, Massachusetts 01776 EOR HANCOCK ASSOCIATES Civil Engineers Land Surveyors Landscape Architects Environmental Consultants O i a 185 CENTRE STREET, DANVERS, MA 01923 c: `r _ 978) 0 WA TERS T VOICE (9�HANCOCKASSOCIATES.COMOtA 49A 4-7816 CKO- s 10 � • ' A� 4111�ct� � 34026 � v' ��► t NAL , 1111q of PROJECT TEAM SOUS RIVER 6HEETIADEX CML ENGINEERS SHEET PS-1.t.............................TI E SHEET LAND SURVEYORS IICINITY MAP SHEET PS-2.............................NOTES, REFERENCES & LEGEND LANDSCAPE ARCHITECTS SCALE. 1"-1000'f HANCOCK ASSOC/A TLrS SHEET EC-1.............................EXISTING CONDI T/ONS PLAN 185 CENTRE STREET SHEET PS-4.............................LAYOUT & MA TER/ALS PLAN 2 RAN VVT 12-10-04 PER PLANNING BOARD DECISION . DANVERS, MASSACHUSETTS 01923 SHEET PS-5.............................GRAD/NG AND DRAINAGE PLAN 1 RAN VVT 0-28-04 12 UNITS NO. BY APP DATE ISSUE/REVISION DESCRIPTION OVMER & APPLICANTS SHEET PS-6.............................S/TE U17L/11ES PLAN DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN ARCHITECTS ............................SHEET PS-7.NORTH RIVER REDEVELOPMENT TRUST SI TEWORK DETAILS PLAN CHECK BY: OH MAUGEL ARCH/TECTS INC MAA LER ROAD CHARLES BLAISDELL & STEPHEN DEFRONZO TRUSTEES SHEET PS-8.............................S/7EHVRK DETAILS PLAN HARVARD, MASSACHUSETTS 01451 47 FEDERAL STREET SHEET L-1............................... LANDSCAPE PLAN SALEM, MASSACHUSETTS 01970 SHEET L-2.............................. LANDSCAPE DETAILS TITLE SHEET PLOT DATE Dec 14, 2004 1:34 pm PATH: F:\Lond Projects R2\10918\dwq\ENG\REV2\ DWG: 10918PSr2.dwg LAYOUT: TS01 A SHEET: 1 OF 10 PROJECT NO.: 10918 -- - _- , -- -- - - - --- - - - - i a S ALEM I MARITIME TOWNHOMES 2-5 Waters Street Salem, MA PREPARED FOR ZON/NG LEGEND GENERAL NO TES BUS/NESS "B-1" EX/STING PROPOSED 1 LOCA 77ONS OF EX/SANG UNDERGROUND U77U77ES/OBSTRUC77ONS/SYSTEMS SHOWN ARE INDUSTRIAL "/" M01VI70R/NG WELL APPROXIMATE' ONLY. ALL U77U77ES/0BS7RUC770NS/SY57FMS MAY NOT BE SHOWN. CONTRACTOR SHALL BE REKTECH WA TER SFR yam- WS RESPONSIBLE FOR LOCA 77NG AND PR07FC77NG ALL UNDERGROUND U71U77ES/OBS7RUC710NS/SYS7MS, ASSESSORS _ - �R UNE AND MANHOLE WHETHER OR NOT SHOWN. "!= Y} w�=�= == _72F` MA7FR/AL do FLOW D/RECAON S"'� 2. UNLESS OTHERWISE SHOWN, ALL NEW U77LI77ES SHALL BE UNDERGROUND. MAP 26, LOTS 62, 70 .:, -' „�.> DRA/NUNE WI7H PIPE SIZE MATERIAL =H 196 Haynes Road ----� ---~ ' --- & FLOW D/REC770N, CA 7Z 1 BASIN �D J. CONTRACTOR SHALL FURN/SH CONS 7RUC77ON LAYOUT OF BUILD/NG AND .SYTE IMPROVEMENTS THIS HORK Sudbury, Massachusetts 01776 MANHOLE & ROUND CA TCH BASIN SHALL BE PERFORMED BY A PROFESS/ONAL LAND SURVEYOR. REFERENCES SANITARY SEWER a 7FRAL DEED BOOK 22295, PAGE 527 ---�--�--�-�---�� ---�`>��----- WATER MAIN AND VALVE W—�— 4. SAFETY MEASURES, CONSIRUC710N METHODS AND CONTROL OF Wt7RK SHALL BE THE RESPONS/BlL/TY DEED BOOK 19130, PAGE 565 ��-�-�-�---�--- C" ---` NATURAL GAS UNE AND VALVE Gam.— OF CONITAC7?7R. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXIS77NG IMPROVEMENTS 5. PLAN NO. 212 OF 1945 POWER CONDUIT E DAMAGED DURING CON57RUCT ON 7HA T ARE NOT DES/GNA 7FD FOR DEMOIJ77ON AND / OR REMOVAL. HANCOCK7RANSFORMER ❑ DAMAGED /MPROV�XW SSHALL BEREPA/RED TO TMESA77SFACON OF MERRESPECVF 7IOWNER. �x HYDRANT 6. 7N/S PLAN /S NOT INTENDED TO SHOW AN ENGINEERED BU/LD/NG FOUNDA77ON DESIGN, WH/CH �.� UTILITY POLE ASSOCIATES 817E DA TA Wt7UL0 INCLUDE DE-TA/LS AND f1NAL ELEVA noNS OF FOOTINGS, WALLS AND SUBSURFACE LOT AREA 0.58 - ACRES OR 25,268E SF PROPERTY UNE DRAINAGE TO PREVENT/N7ER/OR FLOOD/NG. SEE ARCH/TFC7URAL AND/OR S7RUC7URAL DRAWINGS: IMPERI4OUS AREA — TOTAL SITE PRE—DEI/ELOPMENPOST—DEVELOPMENT EASEMENT LINE 7. ANY INTENDED REVISION OF THE HORIZONTAL AND/OR VER 77CAL LOCATION OF IMPROVEMENTS MT BU/LD/NG AREA 10,719E SF (42.40 7,500E SF (29.7.0 Al2 EL.EVA77CN BENCH MARK BE CONS7RUCTFD SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIOR 70 /MPLEMENTA770N. Civil Engineers PA YEMEN T & SIDEWALK AREA 14,549E SF (57.6.0 9,456.E SF (37.40 --- f - ;----- CHAIN LINK FENCE 8. RIM R EVA 77ONS SHOWN FOR NEW S7RUC7URES ARE APPROX/MA TE AND ARE PRD LADED TO ASS/ST CON 7 RA TOTAL IMPER MOUS AREA 25,268-t- SF (1009') 16,956-L- SF (67. 10 _._.�__ - �`�� H000 FENCE' OR LAND�PING, UNLESS SPECIRCALL Y/NDIICA SH TSD THRIM EL EERW NS MUST MA ICH PA VEME7VT, GRA DING Land Surveyors ~; we CURB (see abbreVattons) T/� / SPOT EZEVAI7AN �11'S 9 ALL BE PLUGGEID/CAPPEDf�/LL£D /N ACCORDASTTUCAIRES ARENCE IN7N GWNER REQU/OREEM��LADENED, UNES/SIRUCIURES Landscape Architects OPEN SPACE & LANDSCAPED AREA Of SF8,3121 x f. �. (09) 8,312E SF (32.990) FG EZEVA776W CONTOUR Flo PARK/NG.• 12. THE CONTRACTOR SHALL VER/FY THE LOCA770N AND RELI77VE ELEVA170N OF BE7VCH MARKS PRIOR TO Environmental REQU/RED: RETAINING WALL COMMENCEMENT OF CONSTRUC770N. ANY DISCREPANCY SHALL BE REPORTED 70 THE ENG/NEER, Consultants R SPACES PER UNIT 18 :,, 13. PROPOSED BUILD/NO FOUNDA77ON CONRGURA77ON AND LOCA77ON ON THE LOT AS SHOWN ARE CONCEPTUAL 1I 8 PROM/NENT DECIDUOUS TREE AND SHALL BE WIiR RED AS TO CONFORMANCE WITH FINAL ARCH/1FC7URAL PLANS AND ZON/NG ORDINANCES PRO V1DED.• WITH EL£VA 770N, SIZE AND SPECIES PRIOR TO CONS7TVC770N. y: �� PROMINENT CONFEROUS TREE • STANDARD 27 (ONE /N GARAGE /N UN/TS 1-12 WTH ELEVATION, S/ZE AND SPECIES 14. S/LT FENCE AND/OR HAYBALES SHOWN SHALL BE INSTALLED BEFORE DEMOL11701V AND/OR CONSIRU01ON BEGINS. 185 CENTRE STREET, DANVERS, MA 01923 THE HAYBALES SHALL BE /NSPEC7FD WEEKLY AND MAINTAINED UN77L THE S/7F /S STABLE. VOICE (978) 777-3050, FAX (978) 774-7816 SURFACE RUNOFF D/REC776N WWW.HAN000KASSOCIATES.COM - -- PIPE FLOW -♦— 15. ALL STREETS AD✓AI CENT TO THE PROPERTY DISTURBED DURING CONSTYUC776N SHALL BE RE7URNED TO PRE-CONS7RUC770IN COND177ON OR BE77ER. BUILDING, LIGHT, S1FPS & OVERHANG 16. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC WITH THE EXCEP77ON OF AREAS PER REGULAMRY N07F 3. VACLAV i - 17. ALL DRAIN PIPES SHALL BE HEA VY DUTY POL YE7HYL£NE OR CLASS /V REINFORCED CONCRE VL�RIICAL GRAN/1F CURB TE f g TAucKd , i i #34026 rn TOP OF CURB T.C. BlO170M OF CURB B.C. 18. GAS, POWER, CA TV, CABLE AND TELEPHONE SHALL BE INSTALLED AS D/RECTFD BY RESPEC77W U77LITY COMPANY. f7WISH GRADE F.G. 70 BE REMOVED TBR 19. ALL E719S77NG UTILITY CONNEC77ON NOT USED SHALL BE CUT, CAPPED AND ABANDONED AS D/REC7FD BY Cy TY OF SALEM! REGULA77ONS. • . ' 20. ALL SE NER AND WA 7ER /NSTALLA 77ON AND MA 75R/ALS SHALL COMPL Y WITH C/7Y OF SALEM REGULA 770NS AND SPE CA 77ONS. 21. THE LOCA 770N, S/2,E AND COND17701V OF THE EXIS77NG WA 7FR MAIN /N WA TFRS S7REET SHALL BE VERIFIED y '� BY EXCA VA 77NG TEST PITS PR/OR 70 COMMENCEMENT OF CONS7RUC770N. RE7°ORT 10 OFFICE OF C/TY ENG/NEFI '` 2 REPAIR AS DIRECTED BY THE orwx OF CITY ENG/NEER. 22. SEE SI7F PLAN REVIEW DECISION DA TED 11/18/04. 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION 1 RAN VVT 0-28-04 12 UNITS NO. BY APP DATE ISSUE/REVISION DESCRIPTION DATE: 06/15/04 DESIGN BY: VVT L REGULA TDR Y NOTES I SCALE: AS SHOWN DRAWN BY: RAN CHECK BY: DH 1. CONTRACTOR SHALL CONTACT DIG--SAFE FOR UNDERGROUND U77LITY MARK/NG AT 1-888-344-7233 A T LEAST 72 HOURS PR/OR 10 COMMENCEMENT OF ANY HVRX 2. CON 7RACTOR SHALL MAKE HIMSELF AWARE OF ALL CONS TRUC77ON REQU/REMEN7S, CONDI PONS, AND UM/TA 77ONS IMPOSED BY PERM/TS AND APPROVALS ISSUED BY REGULA TORY AUTHOR177ES N O�S' PR/OR 10 COMME7VCEMENT OF ANY HVRK. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL CONS7RUCON PERM/7S REQUIRED BY REGULATORY AU7HORIRES. REFERENCES 3. ALL WORK OUTS/DE OF BU/LD/NG THAT/S LES'S THAN 10 FEET FROM 7HE INSIDE FACE OF BU/LD/NG FOUNDA77ONS SHALL CONFORM WITH THE UNIFORM STA TF PLUMBING CODE OF MASSACHUSETTS, AND LEGEND248 CMR 200. PLOT DATE Dec 14, 2004 1:41 Pm PATH: F:\Land Pro)ecte R2\10918\dwg\ENG\REV2\ DWG: 10918PSr2.dwg LAYOUT: NRL01APS� 2 SHEET: 2 OF 10 PROJECT NO.: 10918 SALEM LEGEND REFERENCES: MARITIME ry DEED BOOK 22295, PAGE 527 12- - SURFACE CONTOUR O' DEED BOOK SSESSOR'S:1 M1AP� 26 LOTSPAGE 62, 70 TOWNHOMES EDGE OF PA VS/ENT ? PLAN NO. 212 OF 1945 x x x CHAIN LINK FENCE R=14.34 -0-0-0- MOOD FENCE 1=-0.3(12'PVC-N) 2-5 Waters Street 26.75TC CURB WITH TOP AND BOTTOM 1 -0.3(15"PVC-0.4(12S) Q Salem, MA 26.250C CURB ELEVATION I- PVC-W) RESIDENCE IIA SEWERUNE & MANHOLE WITH P/PE �-7 w ------- -------- SIZE, MATER/AL & fL0W D/RECTION R-13.91" v I r I MYR=14.00 NO TES: WITH DRAINLINE P/PE 5✓ZE, MAI TFR/AL r I_a R=13.21 "' ------' " & FLOW DIRECTION, CATCHBAS/N, ii�� 1-9.4(12'PVC-SE) 1) BUILDING OFFSETS SHOWN HEREON ARE TO WOOD CORNER MANHOLE & ROUND CATCHBASIIV II 1=9.2(12"PVC-SW) Q BOARD UNLESS OTHERWISE NOTED. WA TER MANHOILE, WA TER MAIN _ ___ R-1277 I=s.3(18'Pvc-W) W s a WITH S/Z& 7E& GA TF VAL VE i2"PVC ,' ``--s-=_____________ 1s " (N.P.V.-DEBRIS09.8±) �` H20015"PVC-E) 2 ELEVATIONS SHOWN HEREON R F T N V. 1 FIRE HYDRANT _ 1 RCP --_18"Pvc------ ---------�-=____ -_ ._ ------- 18 PVC ------------- H2oo7.4 ) 0EER 0 G. D. 929. a„ =_tet___ __-- ______=D._______________�_______= r-BCS__________=D.=_____________.D==® =_-- PROJECT BENCH MARK IS TOP OF NUT, UNDER LETTER G -- -G 10"N GAS MAIN WITH SIZE wv � � ---__= ____-- �. l 15 PVC ON HYDRANT. SAID HYDRANT IS AT SOUTHEASTERLY CORNER AMSCW GATE VALVE rr pal R-14.22 R=14.22 W W w R-13.39 " , OF THE INTERSECTION OF NORTH STREET (RTE. 114) AND PFPARED FOR W c ,T=-1•x(15 Pvc- W ,oQ�' �''�� FRANKLIN STREET. SHOWN AS T.B.M. #6 ON A PLAN OHW- EX/STING UTILITY POLE WITH DES/GNA TION 1=6.4(18 PVC-E) 'O OVERHEAD WIRES AND GUY POLE I=x.4(24"RCP-s) ;rjl '; �ry W ENTITLED: "CITY OF SALEM, MASSACHUSETTS SEWERAGE =6.4±(180RCP-W) R=12.56 R=12.90 IMPROVEMENTS NORTH STREET" PREPARED BY: CE MAGUIRE ,ELECTR/C MANHOLE & UNDERGROUNDN.P.V.(FILLED E ELECTRIC LINES N.P.V.(DEBRIS011.1) WITH DEBRIS) INC. WALTHAM, MA. ELEVATION IS 18.08 (SALEM CITY BASE) x X x x x x -4.36 = 13.72 (NGVD). REKTECH TELEPHONE MANHOLE & UNDERGROUND -z \ F-- T- TE"LEPHONE LINES a Y:.7- x � �` 3) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED LIMIT OF 100-YEAR FLOOD PLAIN - 2 STORjG1 r'X FROM FIELD LOCATIONS OF STRUCTURES AND FROM AVAILABLE RECORD INFORMATION ON FILE AT THE TOWN 196 Ha nes Road X 11,6 SPOT ELEVATION ; (BLDG. AE3 STORY WOOD 21 STORY x i ENGINEERING OFFICES, TOWN D.P.W., MASS HIGHWAY DEPT. Sudbu Masachusetts 01776 51.2 FR)AIAIEWOOD FRAME AND UTILITY COMPANIES. OTHER UNDERGROUND UTILITIESry'26.8 PROM/NENT DECIDUOUS TREE ; BLDG. (BB V = 501.o'f, (BLDG. ELEV. ^��12'M WI11� ELEVA710W, SIZE AND SPEC/ES *�; ; 37.3BLDG• HGT. = 36.ro't) 47.2'±, =: MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN c BLDG. Hcr. - s x ` OD(SET) ' 8 �� *► 3.36" ENGINEER AND THE CONTRACTOR TO VERIFY THE LOCATION, • 10.3 MONI70R/NG WELL WITH 70P o m ,_� r 33.2±') x I (11.R N.T.S. �� SIZE & ELEVATION OF ALL UTILITIES WITHIN THE AREA OF METAL CASING EL. "� ' ' ►� PROPOSED WORK AND TO CONTACT "DIG-SAFE" AT w n I I }� n � - I x � `,-,. ' -,,-•'`. .-' 7.38 VGC VERTICAL GRANITE CURB/NG �Q> ' x � 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY Q I ., -` EXCAVATION, DEMOLIT10N OR CONSTRUCTION. BB B/TUM/NOUS CONCRETE BERM �' W = ; ; I- I ` f HANCOCK � � . LOT LINE / f RCP RE7NFC RCED CONCRETE PIPE N m-9 �' �' V X � 0 I FACE OF BUILDING I LDI N G _ I Q W �� ASSOCIATES ci cAsr IRON m 0 W w C S CMP CORRUGA TED METAL PIPE , J Z W W - 0 �� wJ �(� QY Z � J I VC WTR/F7ED CLAY ; .� Q LL_ X Z 0 Q ''-- _i }, Civil Engineers L>f UP#'195-3 I onLLI 6 STOCKADE PVC POLYNNYL CHLOR/DE Of ISI 0 � FENCE x MOD") N.P. V. NO PIPE NS/BLE -r; �. BD. -�� 3 0 0 N/F SMH SEWER MANHOLEr so"M 1.1 __j I 'x ALBERTO AND I Land Surveyors DMH DRAIN MANHOLE ; 36.81 , 3 s� °�"� •A• BELKYS GUERRERO , � CB 11 CA TL"f•/ BASIN ° Landscape Architects�� ,, �.; I 84.43 RCB ® ROUND CA 7CH BASIN w j :12 M tY£ x STAKE & D GRA TE CA 7CHBAS/N i _ I SEE S a 2.42 -`+ TACK a.. _ CONC. PAD Environmental BOLLARD M N 11:14 WITH SUPPORT BEAM x Consultants ' 11 ]2 I FOR SMOKE STACK 2-L TWt7 LIMBED >: i i 2-L '` > '' W= ;; I • GRAVEL I FF-12.12 r CHAIN LINK FENCE X I.PIPE IRON PIPE c�� c, „ iCOE CO i `j'Ib CONC. x x 185 CENTRE STREET, DANVERS, MA 01923 /.RDD IRON ROD c.,Co , N - 1 STORY CONIC. VOICE VOICE (978) 777-3050, FAX (978) 774-7816 CLT CENTERLINE TROUGH _� 12-M(3-L0 CONCRETE BLOCK VAULT LOT AREA = CMER I WWW.HAN000KASSOCIATES.COM „ i a METER BOX SUPPORT BEAM � 7 832± S.F. BOARD � I N/F r r FOR SMOKE STACK ' h ' 4. AG NL(SEY) ( g ON ST. UNE , �. THE SALVATION TREE ASSRE IIIA TIONS °H� ARMY OF �L_ w .,ROD(SET� x:: I N.T.S 11 0_ II Ww OHW `' X19.i" 4 (rD OF M MAPLE o'- 6'STOCKADE : : y °° MASSACHUSETTS, r mE- FENCE CONIC. PAD CONIC. WALK HAEL o u _ FACE OF BUILDING f SMOKE STACK WITH SUPPORT BEAM ,, < INC. I.ROD( . i�. xiv coNG. 73.32 x''.ti; ^�^+l0.5' OFFxLOT LINE � FOR SMOKE STACK � 6 x � �BIT. CONC. �� 6 GROUND EL=11.5 x � J aOR m �.�, C.SPK(SET) x ROOF EL-22.0 TC TCBC S UP W/FLOOD LIGHT do BG BC <i 10.80 I.RWSM CONIC. STREET LIGHT s sl ` 2} STORY 6'CLF y D..7' OFF ILDING x i WOOD FRAME 1 STORY WOOD FRAME �,�„� (BLDG. ELEV. N/F �X- .... ,.W u -BLDG. HGT. CARMEN � � � '� o i i I I m34.5'#) x v f ❑ R=11.26 if I I BRACHE ` m -9 U �Rr FF-14.24 °0 if i a i FF-11.43 ^r r I LROD(SET) ` T AREA = 01.11 OFF BUILDING � 70,436± S.F. - `'� N N/F LIMITED B - � R=10.45 �` , M AND S L M CON I=7.5±(12'vc-SW) CONI. 3 STORY WOOD FRAME WARBED x �x \ �� m PARTNERSHIP /� DP#734 BIT. CONIC. ,. 2 MMM MDB 2-10-04 PER PLANNING BOARD DECISION ii Irrr SFORMERS - I I _ ARE W/3 TRSASS \ 1 MDB 0-28-04 12 UNITS R=10.43 2 STORY WOOD N F)jlii _ S,� J "• \ \ E APP IE fL 11.t GROUND .1 x No. BY DATE ISSUE/hE1SION DESCRIPTION1=6.9±(12 VC-SE) (BLD. ELEV. � WCLF x; 39.81±' LAURA PARENT ROOF 6ROOF =x.6 It BLDG. HGT. 8"yD I I a 28.5'± �� ) WWOOD �+ / 7 DATE: 6/21/04 DRAWN BY: MMM 8 FENCE Ix p.+0 f R-9.41 ' SCALE: AS SHOWN CHECK BY: MDB -- 1 i?q � hr x 1=5.6±(10'RCP-W) Ot{W R=10.82 1=3.8(12"PVC-N) ; ?•o , , �,� 8 C =-`==5====--===�_VC '- �/ 8` �ii x.29 1=4.7(8"VC-E) I �, `�• G GAS H '_--=S=__ ,- W W 6 WATER I-3.9(8"VC-W) �y�•_ --- - --------- __-------- - ---- -- r _ 11 =___ - _= --- ______ w ,_ i ---- =ate= _ = 1. �:8p ; BC ------ --- --___ =3=- �-�- J �� w-- 1 •. .04 41.34 � ,_.' TC EX NG 2.r CLOGGED 4"RCP BIT. CONIC ;�; ; , LROD FD WITH DEBRIS GATE UP#r/26 LROD( -. :. UP#250-1 n •� R=10.76 d � BM¢1 W/UGHT-O W DKSM CON R-10.79 W/TRANSFORMER R=10.87 N I I I=2.6(24"RCP-W) I=5.2±(8'VC-W) R=10.52 PUN I=2.6±(24wRCP-N) ' ' 1=3.2(12"RCP-E) 1=6.8(8'VC-N) I=5.9(8'vC-N) W BIT. CONIC. LAND 1=5.7(12 VC-NE) ,K 1-3.6( -S) O R 2 ' N/F � I=2.6(24'RCP-S) I=5. 8'VC-E) � ,y- 1=26±(24-RCP-E) I (B-VC-W)-NOT VISIBLE ;%' ELEVATION BENCH MARKS I-5.502-VC-NW) 0 DENNIS KARL ALETTER IN SALEM, MA A DATUM: N.G. V.D. 1929 MEAN SEA LEVEL NO. DESCRIPTION ELEV. ' PLOT DATE Do 14. 2004 2:59 pm 1. HYDRANT X-CUT ON BOL T OAR MAIN OUTLET 1.7' A.G. 11 .76 PATH: F=via P-*b R2\loolB\d"\ 2. DWG: 10918EC.dwg 3• LAYOUT: EC SCALE.- 1 " = 20' SHEET: 3 OF 10 EC�l 0 20 40 80 PROJECT NO.: 10918 =-U.3(12`PVC-N) 1--0.4(15"PVC-E) 1=-0.3(12"PVC-s) LA YOUT & MA TERIALS i=-0.4(12"PVC-W) R=13.9 CONSTRUCTION KEYNOTES SALEM II v R=14.00 f f d R=13.21 (NOT NECESSAR/L Y A CONS TRUC77ON SEOUENCE) 1=9.4(12 -SE) MARITIME �N g h _ Ol INSTALL 8/7UM/NOUS PA VEMENT I I _ R=12.77 I=6.3(18"PVC-W)) 1 TOWNHOMES 12"PVC i i _ --S-____-`---.._ 15"PV (N.P.V.-DEBRIS®9.8±) I=6.4(15"PVC-E) k 18"RCP ++ s ` ----_ `�S=_--�_ 18"PVC +_ H 2007.4 N 2 INSTALL GRANITE CURB (TYR) _1 18"PVC _ _ ___ __ _ _- ---®---ri--- ---------------D-------------- D -=== - _9�--< _---------D---____________D__®____» N �,,,� I I -- �� ----_____=-X5}5-----__ ��, ��\ 15 PVC o INSTALL CONCRE7F SIDEWALK 2-5 Waters Street W R=13.39 _ O STA,YPED WITH BR/CK PAT7FRN (7YP.) R=14.22 W 1=6.4(18"PVC-E) + ;� G G W G W C�T=-1.0(15"PVC-EW) W- 4- 0, 1=6.4(24"RCP-S) ��+ ; + G 1'�`' �`ti �'��`. W INSTALL HAND/CAP RAMP ' 1=6.4±(18"RCP-W) N R=12.56 R=12.90 Salem, MA r N.P.V.(DEBRIS®11.1) N.P.V.(FILLED P WITH DEBRIS) 5 INSTALL MAILBOXES (TYP.) x x x X X X7 o r t � �- 1 INSTALL B17UM/NOUS SIDEWALK TO MA TCH EXISTING 24 STORY WOOD „ N x 1(BLDG. ELEV. 50.0'±, i i ' 2 STORY FRAME WOOD x BLDG. HGT. = 36.0'±) i i (BLDG. ELEV„ _ 2 STORY x I �p O REMOVE EXISTING BUILD/NG 51 2'±, 3 STORY WOOD FRAME WOOD FRAME x W rr BLDG. HGT. _ (BLDG- ELEV. = 50.0'±, (BLDG. ELEV. = x f O SNOW STORAGE AREAS ' 37.3'±) BLDG. HGT. = 36.0'±) 47.2'±, x PREPARED FOR. BLDG. HGT. 33.2±') x I O LANDSCAPED AREAS (TYP.) t7 r x I I , N x REKTECH r, co1-- co ` LL Q W x r ,� m l 0 L.LJ LfJ O z I-i < x LL < LL- x 196 Haynes Road o I Wz o "1 -► o II Sudbury, Massachusetts 01776 � f s Q -r 1 zo < r- J i LL- P#195-3 x I W Q I Q (� -tiS I �' o o N/F x101 ALBERTO AND x �;g a 1 STORY 13 CONCRETE BLOC BELKYS GUERRERO � HANCOCK li ❑ °� I x fit I GS ASSOCIATES 2 STORY WOOD FRAME , r - I 8 R� � D �1R: (BLDG. ELEV. = 40.6'±, R\ BLDG. HGT. 27.7'±) r' (2-L) 10 ' x Civil Engineers till CONC. 0 x ❑ - . y ? I t' ' 3-L a i ( 9 ` Land Surveyors x N/F tf + s 5 THE SALVATION Landscape Architects tt oi�w-------� oHwi I OHW c } ARMY OF tr I MASSACHUSETTS, Environmental SMOKE s CK INC. Consultants I i , a s, CON j 185 CENTRE STREET, D FAX A19816 VOICE (978) 777-3050, (978) 774 24 STORY 7 o� ' ' WWW.HAN000KASSOCIATES.COM 2J STORY WOOD FRAME ;; g,01, O+OD FRAME i BLDG. ELEV. f t , , (BLDG. ELEV. = 49.5'±. � , N/F BLDG. HGT. = 38.0'±) ti , , = 46.4'±, o BLDG. HGT. CARMEN �+ 2 1 Q R=11.26 ZE = 34.5'±) BRACHE r , 1 g OF + I I 18.0' ___.. O - ,0 I 3 v�cu►V If r, 24.0 �I 7 art of � � � �� TALA �rr t6 �• 4 N/F " + c #34026 rn it i I 9 O IM AND S LIMITED fr fIL R=10.45 i° 1=7.5±(12"VC-SW) FRA PARTNERSHIP +� ;CJ P#7 rr1 5W/3 TRANSFORMER s� (j 1 do BOLLARD 2 STORY WOOD 3 l r� N/F ❑ *R ? � R=10.43 , FRAME 11 WILFRED P. & 0 1=6.9±(12"VC-SE) t, (BLDG. ELEV. = 1 t� 39.8'±, LAURA PARENT 15 BLDG. HGT. fY�`. o` 28.5'±) JN 4 Apr' -- x RCP-W) QHW a� R=10.82 I O\ 1 r `T,-= --- 1=3.8(12"PVC-N) , �. W !! _ " E �N f . , i 8 O 1-4.7(8 -E) r `�, �� f �, G =_�� VC W "' W 6"WATER ------ WRZ t=3.9(8"VC-W) �V Y�_ -- ----- - ---- - - , === �� Dz�-- -___-__------- rr. . ��D PARK DSVSLOPO" 7 �`C CLOGGED 4"RCp , , - UP#726 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION WITH DEBRIS a i i v + � UP#250-1 ,i �0�� M#1 W/LfGHT�.�pN o` R=10.87 '� � i R=10.76 R=10.79 W/TRANSFORMER � K' � 1 RAN VVT 0-28-04 12 UNITS - - N „ 1=2.6(12-RCP-W) 1 1=6. (8'VC-W) R=10.52 I P A I REVISION DESCRIPTION 1=2.6±(24"RCP-N) o ' ' 1=5.9(8"VC-N) ._, y N0. BY AP DTE ISSUE/ REVISION I=6.8(8"VC-N) W 1=5.7(12"Vc NE) " I=3.s(�=s) o 1=2.6±(24"RCP-E) 1=2.s(24"RCP-S) i=5.4(8 VC-E) (8"VC-W)-NOT VISIBLE i=5.5(12'VC-NW) 0 DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN CHECK BY: DH LAYOUT AND MATERIALS PLAN PLOT DATE: Dec 14. 2004 2:56 pm PATH: F:\Land Projects R2\10918\dwg\ENG\REV2\ DWG: 10918PSr2.dwg SCALE.- 1 " = 20' LAYOUT: LM01 A PS�4 0 20 40 80 SHEET: 4 OF 10 PROJECT NO.: 10918 II fl I!I�� R=14.34 GRADING & DRA INA GE 1=-0.3(12"PVC-N) CONSTRUCTION KEYNOTES SALEM I=-0.4(15"P VC-E) I=-0.3(12"Pvc-S) I=-0.4(12"PVC-W) (NOT NECESSARIL Y A CONS 7RUCPiON SEQUENCE) wV 0 MARITIME R=13.91 - O INSTALL "DOG HOUSE" DRAIN MANHOLE, RIM ELEV. 10.4 ,+ > R=14.00 N 1 c�, INV. (121 EX/ST.) ELEV. 4.4f aINV. I .?'': R=13.21 " (12") ELEV. 5.5 TOWNHOMES k-Ar 1=9.4(12 PVC-SE) C� „ 1=9.2(12"Pvc-SW) = OINSTALL GREASE TRAP, RIM ELEV. 11.3 = _�_- ___ _-,_- R=12.77 1=6.3(18"PVC-W) INV. (121 /N) ELEV. 6.2 12"PVC �, `-S-_ _- - ___ 15 pVC (N.P.V.-DEBRIS®9.8±) 1=6.4(15"PVC-E) a )NV (12- OUT) ELEV. 5.9 18"RCP +r " _ --_ .....- 18"PVC H2O,07.4 2-5 Waters Street ---'-- ;T--- - - 18 PVC -----�D�-=== ====-D-= ===�S��=B--: =-____====-D-====_____=====D==®R- = O 3 INSTALL VnRTSENIRY MODEL VS 50' RIM ELEV. 11.2 -�---= I I - ri --- - ---------- - -- --____,==�5-.:-�-_____ �•,'. ��\ 15"PVC INV. (/N & OUT) ELEV. 6.3 Salem, MA i 1 W R=13.39 ,'�' ��. O 10 9 R=14.22 , , w W 7=-1.0 i5"PVC-EW i�' V ��s� `� 1=x.4(18"PVC-E) a + + ; _ �. , G G w CJ W , �aQ� AL\ �`o� �� 4 INSTALL DRAIN MANHOLE, R/NV V IN ELEV. 6.6 1=6.4(24"RCP-S) �r : ; ++ 14 G G � ' '�`� �'' W INV. (12 OUT) ELEV. 6.5 1=6.4±(18"RCP-W) c`•i ' R=12.90 r �;:: x R=1256 .; N.P.V.(DEBRIS011.1) `nF•)?.V.(nLLED o 5 INS TALL CATCH BA SIN, RIM ELEV. 10.7 X \ WITH DEBRIS) I'NV. (12') ELEV. 6.8 11 x x x " x O INSTALL CATCH BAS/N, RIM ELEV. 10.7 INV. (12) ELEV. 6.8 2j STORY WOOD / FRAME - , ;__ �i `� 2 STORY WOOD / 7 INSTALL 4' OF 1210 HDPE PIPE (BLDG. ELEV. = 50.0'±, 1 1 FRAME I O 13 P(�PARED FOR: BLDG. HGT. = 36.0'±) � , (BLDG. ELEV.. _ 2� STORY x i X <'_ 3 STORY WOOD FRAME WOOD FRAME i'� O INSTALL 12' OF 12'0 HDPE PIPE � + �, x BLDG. GT.,,� (BLDG. ELEV. = 50.01±, (BLDG. ELEV. = x ' 37. f) BLDG. HGT. = 36.0'±) 47.2'±, 1 BLDG. HGT. = g X O INSTALL 5 OF 1210 HDPE PIPE 33.2±') X REKTECH X 10 INSTALL X OF 1210 HDPE P/PE Q x x 11 INS TALL 12' OF 1210 HDPE PIPE 196 Haynes Road + w Q w X C/) f 1 INSTALL SIL TA 77ON BARRIER AROUND EXIS17NG CATCH BASIN Sudbury, Massachusetts 01776 O w w o Q (n w A PR/OR TO CONSTRUCTION � tYQCU _� X 4 / J w INVES 77GA TF THE CONDI 770N OF EX/STING DRAINS VIA VIDEO CAMERA. f / s Q z CO Q Z J SUBMIT VIDEO TAPE TO O�ICE OF CITY ENG/NEER, REPAIR DRAIN LL- x g LL LINE AS REQUIRED BY THE OFFICE OF C/TY ENGINEER. P#195-3 Q Q CLEAN & INSPECT EX/S77NG CA TCH BASIN AND REBUILD /F NEEDED -;� 0 0 N/F i= - 2 HANCOCK � `� ALBERTO AND AS D/RECIFD BY THE OFf7CE OF CITY ENG/NEER. 11+ 60"M x1u. 9 1 STORY o x CONCRETE BLOC BELKYS GUERRERO o: I X ASSOCIATES 10i I �1 • � X 12 2 STORY WOOD FRAME x4IST` FLO 13 .1 / - Civil Engineers 'yI- (BLDG. ELEV. = ,6 1, S B I X BLDG. HGT. 27J'±) „i i 12 = 1 4± _ (2- -12� O FIRST FLOOR ��' ' " / ELEV. = 13.0± GJ I X Land Surveyors GARAGE SLAB CONC. ELEV. = 12.5± x M 3-L x - - Landscape Architects �z• 9 ( F.G. x N t_ N/F THE SALVATION Environmental r,HW OHW OH • �I ARMY OF Consultants � J � X f I t ` 2�, i _ MASSACHUSETTS, SMOKE CK INC. (A / .G. y X x x ' x. $ FIRST FLOOR / :I OHW ) 12.2 x 185 CENTRE STREET, DANVERS, MA 01923 x12 x + T.C. ELEV. = 12.7± i VOICE (978) 777-3050, FAX (978) 774-7816 x GAR --- f •sP WWW.HAN000KASSOCIATES.COM ' I I / 11. ELEV = 12.2± 1 CON -ry FIRST FL60R 1 1 x ELEV. = 12.5± f 7 X°� GARAGE SLAB / 2� STORY OOD FRAME ELEV. = 12.1�k '�+of 2 STORY WOOD FRAME i i N M (BLDG. ELEV. = 49.5'±. +r i X 8✓`DG. ELEV. N/F I BLDG. HGT. = 38.0'±) , , = 46.4'±, / y� < < = tt2 1 �Ctiv BLDG. HGT. CARMEN i T.C. 011.R�11.26 1ALACK�� 34.5±) 36RACHE t I , t. �• �� N/F N / 6 FIF ST FLOOR T.C. V. = 11.9± If M AND S LIMITED R=10.45 GARAGE SLAB N jit 1=7.5±(12"VC-SW) 8 4 F . = 11.4± PARTNERSHIP 1... UP „ 5w/3 TRANSFORME S� ' i 1 , � 3 FIRST FLOOR `v" 2 STORY WOOD N/F - & BOLLARD t ELEV. = 12.0± R=10.43 " I ' w FRAME / ►=s.9± 12R=10.4 ,; WILFRED P. & GARAGE SLAB ( ) � (BLDG. ELEV. = CBl M 3 6 T.C. x V. = 11.6± ' 3s.8'±, LAURA PARENT 9 ^ ' {� �•y � BLDG. HGT. _ ` \ 8'VC 'y�• + + tt 28.5'±) 11.0 4 7 --- X / 0 R F.G. R-10.82 � \ \ i i'-Ti = *= / RCP-w) , oNw 1=3.8(124.7 8"VC-Eyc } j1 �L `�. i ' ,W G G IMP _--S__ _;1. _ __®tom VC imm>ii w 6"WATER w 2 f ( ) �� r�• _ w� - , 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION 1=3.9(8'vc-w) ® Q� ______-____- - '_�_= ---- -jD - you 1 RAN VVT 0-28-04 12 UNITS CLOGGED 4"R77 � i 'R°D�F"USMS PARK DEVBLOPMNTi 'UP;�726 WITH DEBRIS ,TT,�T7TljT'� N0. BY APP DATE ISSUE/REVISION DESCRIPTION , n i i n v UP##250-1 �� ,x�� M#1 W/LIGHT\ ��' R=10.76 R=10.79 W/TRANSFORMER 0 Hw N , ; I=2.6(24"RCP-W) 1=5.2±(8"vC-w) R=10.52 DATE: 06/15/04 DESIGN BY: VVT R=10.87 =2.6±(24"RCP-N) o I=3.2(12"RCP-E) 1=6.8(8"vC-N) 1=5.9(8'VC-N) tiw I SCALE: AS SHOWN DRAWN BY: RAN 1=5.7(12'VC NE) I=2.6(24"RCP-S1=3.6(------S) p x ,1 o CHECK BY: DH 1=2.6±(24"RCP-E) } I=5,4(8"VC-E) (8"VC-W)-NOT VISIBLE 1=5.5(12"VC-NW) C GRADING AND DRAINAGE PLAN PLOT DATE: Dec 14• 2004 1:56 pm PATH: F:\Land Projects R2\10918\dwg\ENG\REV2\ SCALE.' 1 " = 20' DWG: 10918PSr2.dwg LAYOUT: GD01 A 0 20 40 80 SHEET: 5 OF 10 1 PS�5 PROJECT NO.: 10918 12 R=14.34 1=-0.3(12"PVC-N} FINISH GR DE = EXISTING G ADE 1=-0.4(15"PVC-E) - 1=_0.3(12"PVC-S) SALEM 1=-0.4(12"PVC-W) _ _ - - - R=13.91 10 EXISTING GAS S \ICE (TBR)-\\ MARITIME R=13.21 1=9.4(12"PVC-SE) I i / 1=9.2(12"PVC-SW) V TOWNHOMES __=CSL = R=12.77 1=6.3(18"PVC-w) 8" SDR 35 PVC SEWER 1i PVC , / -"'-S--_ -_----___ I--VC (N.P.V.-DEBRIS09.8±) --� 1=6.4(15"PVC-E) 8 18"RCP r H2O®7.4 = 5 „ _ - 1 e"Pvc _ _ -s=_-____--- -_ _ ,8"Pvc_ _ _ 8" R 35 PVC SEWER S 0 --------Q----'T-- - - -----------D---------------D------- -='' _----------D--------- ------D--Q _ WV` I I t ---- ___= �% p� 15-PVC S - 0.005 FT/FT 2-5 Waters Street *S--------- W R=13.39 ,'.' `�� n Salem, MA R=14.22 0. j i + G W G W W C�T=-1.0(15"PVC-EW i/OJG ��``� V V 1=6.4(18"PVC-E) yy ,Q `p Z SEEP 4 G G �� --�° w F 6 COLLA E RY 100 FEE 1=6.4(24"RCP-S) �; ; ++ EXIS NG WATER SERV( E (TBR) E (STING WATER C NNECTION (TBR) 1=6.4± 18"RCP-W `t + + ' � R=12.90 ( ) N , ,f r X R=12.56 + I N.P,V.(DEBRIS*11.1) N.P.V.(FILUEO � WITH DEBRIS) w IJ f�I N \ x> r`- o "I24 STORY WOOD oQ rn0 H0 4 FRAME 2 STORY WOOD 0 (BLDG. ELEV50.0'±, FRAME x H FO � 3 � N N � x BLDG. HOT. = 36.0'±) � , (BLDG. ELEV.. = x 3 STORY WOOD FRAME 2J STORY �� N r- 3 PREPARED FOR. ao 0 o� 51.2'±. r r- BLDG. (BLDG. ELEV. = 50.0'±, WOOD FRAME �- x o - � o� co �'"� BLDG. HGT. (BLDG. ELEV. = I co � -CO j x r r ' 37. l) = 36.0'±) 47.2'±, 2 w BLDG. HOT.„ x ;J_ ✓ 33.2±') x 1 w w w w w w I x - v �v v - REKTECH ; DATUM ELEV N z z N z z �„ z z J1, N 1 0.00 -0+25 0+00 0+50 1+00 1+50 1+81.81 Q w x 0 ! 196 Haynes Road 1 m � o W w ° ` Sudbury, Massachusetts 01776 I z� Q x � Q � LL � U x j s �� Q z o z o 0 SEWE�9 FRORLE z Q -J �:. X 1�+ P Cl' W #195_3 SCALE- 1 =20 HORIZONTAL 1 �„ I SCALE- 1`--2' VER77CAL ' - o o N/F i - - til - a 1 -' �' ALBERTO AND 2 HANCOCK f r� 1 STORY a / CONCRETE BLOC BELKYS GUERRERO I G > > - 1 g4, 17 ° x ASSOCIATES +I V$� 2 STORY WOOD FRAME (BLDG. ELEV. = x40.6`±, Civil Engineers BLDG, HGT. 27.7'±) 10 rr „ u 11 Land Surveyors GONG. .& : r. (3-L) a 9 x °' Landscape Architects MH1 / OHw off THE SALVATION N Environmental CL OHW {, ARMY OF '1 / '2 - MASSACHUSETTS, i Consultants I + / MASSACHUSE , jr g SMOKE CK INC. Q > a II + QI OHw ONS-; i 1 "">� + v / 4 t7di 5 vs�-----y_ ) 185 CENTRE STREET, DANVERS, MA 01923 � S V -1 If 1 ` ! J VOICE (978) 777-3050, FAX (978 774-7816 +r + J CON WWW.HAN000KASSOCIATES.COM r1 + r ++ ' 2� STORY i O� \ J co 2 OOD FRAME � 21 STORY WOOD FRAME �� g� Cy „ r x BLDG. ELEV. N F \ o (BLDG. ELEV. = 49.5'±, , / BLDG. HOT. = 38.0'± z i 2 \ / [Q R=11.26 �41 rACIAV V. Vi r r = 46.4'±, BLDG. HOT. CARMEN 34.5'±) BRACHE tALp,CKO r 03 026O A 1 g ys \ r�- 1. 6 V \ N/F rr r _ _ I R=10.45 �` \� M AND S LIMITED ��' ' . 1=7.5±(12"vc-sw) FRAM sVs- _ \ PARTNERSHIP UTILITY CONSTRICTION KEYNOTES 9 #73 -� , J+n/3 TRANSFORMER c °sem (NOT NECESSAR/L Y A CONSTRUC110N SEQUENCE) ' " k N F !J & BOLLARD r r- 2 STORY WOOD / J R R=10.43 i� w _ j `,: FRAME WILFRED P. & ' ' 1 r, x G O INSTALL SEWER MANHOLE- RIM ELEV. 10.8 ` 1=6.9±(12"vc-sE) r r i � � � (BLDG. ELEV. _ � � \ /l�✓V. (OUT) ELEV. 6.00 39.8'±, LAURA PARENT 041 i BLDG- HOT. _ \ r \ � I ll'✓V. (IN) ELEV. 6.10 8'VC a 28.5'±) !- 4 �� 1� INSTALL 64 OF SDR .35 PVC 8`0 SEMER ;_R _ RCP-W) 0; 4 �a ( R=1o.$) , °� ; -, �_ -;- --__- ==_1--s__=_-_- ,fes 1 / O INSTALL SEWER MANHOLE.• RIM ELEV. 10.0 1=3.8 12"PVC-N , �, 1=4.7(8"VC-E) Lc .` G - - -=(S)_`� 8,VC w > W 6"WATER WSM INV. (OUT) ELEV 6.44 I=3.9(8"vc-w) �`+ r, o it -----1-------_ ^,'� lI✓V. (IN 6) ELEV. 6.54 - - ------- --------- - �' -------B LARD _ " 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION CLOGGED 4"RCP `% - - r. T�Sd S ARK DEVBLOP=ff �WITH DEBRIS a , , �� X UP INSTALL 113' OF 8' SDR ,35 PVC SEWER V + + UP#250-1 „ w/Lr T 1 RAN VVT 0-28-04 12 UNITS R=10.76 INSTALL SEWER MANHOLE R/M ELEV. 11.5 R=10.87 R=10.79 W/TRANSFORMER O� BM#1 -NW 5 ( ) 0 N + I=2.6(24-RCP-W) R=10.52 /NV. IN 6 ELEV. 7.25 N0. BY APP DATE ISSUE/REVISION DESCRIPTION 1=2.6± 24"RCP-N � ) 1=5.2±(8"VC-W)� I INV. (OUT) =V 7.10 = 1=3.2(12"RCP-E) 1=6.8(8"VC-N) 1=5.9(8"vC-N) yyy ( ) DATE: 06/15/04 DESIGN BY: VVT 1=5.7(12"VC-NE) 1=2.6(24'RCP-S) 1=5.4(8"VC-E) 1=3.6(___-S) O x 0 1=2.6±(24"RCP-E) , ($"VC-W)-NOT VISIBLE ) I M O INSTALL 6 SDR 35 SEWER LATTFRAL S=0.0200FT/�T MIN. (TYR) SCALE: AS SHOWN DRAWN BY: RAN 1=5.5(12"VC-NW) CHECK BY: DH I 1 O INSTALL 1' COPPER WATER CONNECTION (TYP.) ORELOCATE EXISTING OVERHEAD WIRES AS DIRECTED BY POWER COMPANY OINSTALL 7RANSFORMER SffE SCALE.' 1 " = 20' 1 INSTALL PR/MARY EL£C7R/C CONDUIT nUlIES 0 20 40 80 OEXCA REPORT TO OOFF/CECA 7F OF CITY ENGINEER. R MA IN PUN NO TES PLOT DATE: Dec 14, 2004 1:56 pm PATH: F:\Land Projects R2\10918\dwg\ENO\REV2\ 1. ENCASE NEW SEWER /N CONCRETE /F W17N/N 10' OF EXIS77NG WATER MAIN. DWG: 10918PSr2.dwg 2. ALL EXIS77NG U77LITY CONNEC77ONS SHALL BE REMOVED AS REOU/RED LAYOUT: U01 A BY CITY OF SALEM DPW. SHEET: 6 OF 10 PS�6 .3. NEW GAS COIVNEC77ONS PER KEYSPAN DIREC17ON PROJECT NO.: 10918 i FRAME & GRATE M BE fRAME TO BE SET/N LEBARON LF 246 OR EQUAL fZ/U BED OF MORTAR FRAME dr COVER S/"� LfBARON APPLY FULL COVERAGE LK 110A INTH 3" LETTERS 'DRAIN' COURSE Tf//CKNESS TACK COAT AT JYNT �OMPAC770N REQUIREMENT SALEM fl FRAME 70 BE SET/N 12' 1 4" 177 1 2" - 6" FULL BED OF MORTAR / / ,-MIN. 2 COURSES OF 1 1/2� Tt�P �•• _�-' ::';'. i� . r:..t- :' :r.' _ . TEST PER AASHM 7766. SEE N07E[1] v MIN. 6' THICK CONCRETE BRICKS 2 1/2 BINDER . • .• - a- ', .'_ TEST PER AASHTt7 Tr66. SEE' NOTE[1J MARITIME MIN. 2 COURSES OF � �-��k 8R/GYMS Til BE USED B/TUM/NOUS TO BE USED FOR o °e - e 2 CONCRETE CALCAR GRADE AD�C/SIMENTS 6' UNTREATED BASE o o'��; °�; o o e o • °° 95.'K TEST PER ASTM D-1557 FOR GRADE ADJUSTMENTS TOWNHOMES 1-Z5 0 o a o o e V 8' 24'8 f1" COMPACT :� °� SEAL ALL OPEN/NGS o . W v v h MIN 48'8 f1" OUTLET STRUCTURE �i NONE-SYR/NK 6RO11T ow o'0 1 ' 0. od o O O e 0 BACKFILL lt7 " " w 6' UN7REA LED SUBBASE ° O o° ° o'o O °°s0 °°° ° 95Xy TEST PER AS1M D-1557 2-5 Waters Street RCP PIPE 24 f1 D/A. 5 M/N/MUM e h - 95X PER ASTM ° ° ° 0 0 Q W FLUSH WI1H INSIDE y ° Salem MA D-1557 4000 P.S/. PRECAST ----- BASIN WALL ` `l/\//\//\//\/\/\/\//\/\//\/\/ / 95X, TEST PER ASTM D-1557 48 f1 D/A. COWCR£TL� SUBGRADE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ CONFORM/NG WhY .//.//.//.//.//.//.//.//./�.//./�./�.//. NON-SHRINK GROUT MANHOLE STEPS ASTM C-478, MORTAR ALL JOINTS A T 12' a C FOR AdTY WERA a 85 PER NOTES,• 0 5' S7RUC7, RE O [1] COMPACT TO TEST A VERAGE OF 96X, NO TEST LOWER THAN 94X 70 M/N. /N�qT y MAXIMUM AGGREGATE .4e----4,000 PS/ PRE-CAST SEAL ALL W � 6 MA TER/AL SPECIRCA TION OR PARAGYE SIZE N.) m CONFORM CONW TTE H ASTM OPENINGS WA 7ER- r4 M/N MHD M3.11.03 C-478, RETNFORC/NG TIGHT WITH 7?7P - 8/TUM/NOUS CONCRETE CLASS /, TYPE /--1 1/2 PER AS1M A-18.5 NON-SHR/NK GROUTMHD M3.11.03 C> R $ o 6" DEPTH OF 3/4'-1 1/2" �o BINDER- B/TUMINOUS CONCRETE aASS I TYPE /-1 1 PREPARED FOR. r STONE ON STABLE BASE 6"DEPTH OF 2"f CRUSHED STONE BASE - GRAVEL BORROW MHD MI.03.0 TYPE C 2 CA TCH BASIN WTIH HOOD UNDISTURBED SOIL OR SUBGRAD£ COMPACTED 70 95X PER ASTM ID-1557 SUBBASE - GRAVEL BORROW MHD MI.03.0 TYPE C 2 REKTECH TYPICAL CROSS SEC77ON — NOT TO SCALE NOTE COV/CAL 70P MAI Y ALSO BE USED UNSUITABLE SUBGRrADE - ORD/NARY BARROW MHD MI.01.0 12 DRAIN MANHOLEBITUM/NOUB CONCRETE PAVEMENT 196 Haynes Road Sudbury, Massachusetts 01776 TYPICAL CROSS SECTION TYPICAL CROSS SECTION NOT TO SCALE NOT TO SCALE 5 ic16" SPLIT--FACED GRAN/lE' CURB, HANCOCK FTN/SX/ BADE FULL MORTARED JO/NTS (MHD TYPE VB) 6" REVEAL MP COURSE OR PA VERS BINDER COURSE OR 8/7UM/NOUS SET77NG BED ASSOCIATES CONSTRUCTION /N AREAS 70 ° GRAVEL BASE PLAN7ED AR UNIMPROVED AREAS CANS7RUC770V /N AREAS 70 BE PAVED DOUBLE-STAKED HA Y BALE O s O: is ° o,o o° -0. LANDSCAPE -so �- ° �\ , 'T P.SG SURFACE RES Tt7RA77aV PAVEMENT g• ° °° _ CEIENT CONCRETE Civil Engineers Z °'s .a° UN7REA 7E9 BASE COURSE 7OPS1 1L COMPACTED GRAPE BASE COMPACTED rO 95X PER ASTM CATCH BASIN �i �`�• D-1557 (SEF PAMWENT '- F - d .' -: •. . :., GRADE TOP, FRAME, & GRA 7E Land Surveyors 6" 5` 6' scEC'RCATI COURSE MA lEON FOR BASE ° 7?/AL) o 0 �0- '° ' A �': '9 a. ° MIN. MIN. II=II I=III=IaA ! 06°! ;��'$-! Landscape Architects SURCRADE COMPACTED 7n I I—III—I I I�I _ _ 95X PER ASTM D-1557 V III—�— I I I I—I I—III=1 CATCH BASIN VEA WCAL GRAN/TE CURB Q W —III—I I I III—III—III I I � Environmental m a _1Tf_� Tl�111� v Consultants CROSS SECT/ONS Ii1=1iI I 11 -1 -1- I=IiI f W CA TCH BAB/N S/L T CHECK NOT TO SCALE -- : . . . ;11 _._:�... _ LAY BACK SIDE SLA°ES a ' i''``'``" '='' = OR PRONDE STRUCTURAL -, 'H ; ' 21'` SUPPORT FOR 7RENCH = NOT TO SCALE o '� `=' SEE N 17EfiSQUIREVENTS WALLS PER OSHA 185 CENTRE STREET, DANVERS, MA 01923 '' j= ••'••• • •••• - VOICE (978) 777-3050, FAX (978) 774-7816 - a = '~�' • •`'°'`•-'`• SPR/NGIJNE WWW.HAN000KASSOCIATES.COM = HAUNCH/NG FRAME & COVER SIt LEl9ARON 6"BEDDING M FOUNDA770N STAB/UZAPOW a3 STEPPING STONE. SEE PLAN LK 110A WfTH 3'LE77ERS "SEWER" r vActAv a f/4 1t7 1/2 WHEN REQUIRED BY ENGINEER - TALACKO y •�-r: ry:, ...: fie;:; s:.- . F3402b h �12 OTHERWISE PLACE BODING ON ;;,.::} =;.'• -, SHAPE BODING 8Y HAND ;k �' :::, -r,;:,ter:,�• ..,-•:t.>t<:-� �-- 2 SETTING SAND FIN/SH GRADE TO RT 807TOM OF PIPE'- INSTALL UND/S7URBED NA7URAL SOIL --? --�:if_'T �,, :,'.�t'.�t_,��•.;*••- : ac - PIPE ON STABLE BEDDING WI1H UN/FORM BEAR/NGs"��•`�� 9 GvIL UNDER fULL LENGTH OF PIPE BARREL -:'k .•---?• .'�. `: 3" COMPACTED GRAVEL/COARSE SAND bio fAti��` MIN. 6" 7HICK B17UM/NOUS . :'.• ••-•;:=y:-•:: i•.: 2'-6w CGlNCRE1F COLLAR FOUNDA770N, BEDDING & BACKRLL MATER/ALS [1NI LAar 3/4'f GRADED i L" D/A. TO 5 COURSES GF CONCRETE GRANULAR BACKf7LL A T i o BRICKS FOR GRADE ADAJST1NENTS PIPE MAZER/AL HDP, PVC RC D/ OR COMPACTED FILL OPnMUM MO/S1URE/N UNDISTURBED SU ILL o '� r FOUNDA770N HAR/ZAVTAL, 8=DEEP, } COMPACT STRUCTURE [6J [61 BACKFILL 7t7 95XSZA8VZA RX LOOSE LA YERSs CANPACT o PET? ASTM D-1557 70 95X PER AS1i! D-1557. BEDDING [11J [1J ...� '`8ID. [21MIN/MUM ND7H OF 7RENC,H ST�PP/NG STONE � 4,000 P.S/. PRECAST MEASURED AT THE SPR/NGUNE f. .� C y HAUNCH/NG [l, (" 0 CONCRETE CONFO�RM/NG WITH OF 7HE P/P& /NC'_UD/NG ANY Q ASTM C-47$ RONFORC/NG NEr;E s,4Ry s�yEAny/Nc TYPICAL CROSS SECTION — NOT TO SCALE Z y v PER ASTM A-185 /N/TIAL BACKRLL Q Z cn P/!PE /.D. WD 7H a Q ALL JOINT BETWEEN SEC770N..S FINAL BACKFILL [4] [41 " �, GRADE R/NGS AND CAS77NGS LESS THAN 21 0.D. f 12" p 0 3 SHALL BE SEALED A!/N. [5J [5� GIREATER THAN 4221" 70 42 " O.D. f 30" "� 2 RAN VVT 2-10-04 PER PLANNING BOARD DECISION o :. WA 7ERAGHT. ALL UFT PIPE COVER HALES SHALL BE GROUTED [3J INSTALL PIPE/N CJVIFR OF 7RENCy 1 RAN VVT 0-28-04 12 UNITS h Z ON INEI NSIDE AND OUTSIDE WITH NON-SYR/NK GROUT [47 /N PLANTED OR UNIMPROVED AREA, USE' OV-SME EXCAVAIED MAZER/AL FOR N0. BY APP DATE ISSUE/REVISION DESCRIPTION RNAL BACKFILL CAUPACT 7?7 95X PER AS7M 0-1557. /N PAVED AREAS x ARTA/N ENGINEER APRO VAL 6F 0)V--S/7F EXCAVA7FD MATER/ALS FOR USE AS DATE: '06/15/04 DESIGN BY: VVT W 3 m TABLE AT 2/3 PIPE DIAMETER FINAL BACKFILL SCALE: AS SHOWN DRAWN BY: RAN PZ 6' 3" MAX. v GROUT AROUND PIPES WI7H [51 MIN/MUM COVER OVER TOP OF PIPE.� h o MIN NON-SHR/NK GROUT 1t2 CHECK BY: DH SPR/Na/NE PIPE MATERIAL HDP, PVC RG D/ P 3 WATER 5,-O` 5.--O SEWER 4'-0" 4!--0 •~ ' . ~ : RES/UENT CONNECTORS PER DRAINRK o�•�,; : ' . ;': ASTM C 923 [6]fUR FOUNDATION STAB/UZA770N, USE f•2' CRUSHED STONE. MORTARED BR/CK = 6" DEPTH OF 2`f CRUSHED S70N£ P/PE TREI i✓CHDETAILS TABLE & INVERT M/N. 0.2' DROP TROUGH MANHOLE TYPICAL CROSS SECTION PLAN UNDISTURBED SOIL OR SUBGRADE NO T TO SCALE COMPACTED TO 95f' PER ASTM D-1557 SEWER MANHOLE PLOT DATE: Dec 14, 2004 1:57 pm PATH: F.\Land Projects R2\10918\drq\ENG\RM\ TYPICAL CROSS SEC77ON NOT TO SCALE DWG: 10918PSr2.dwg LAYOUT: DET01 A SHEET: 7 OF 10 PROJECT NO.: 10918 I LEA 0 LK 110 MGOV�CSR B/T. SALEM 12" 12" TO f.J]INSTALL VA VF FOR VN/TS 11 & 12 /N THE SIDEWALK. FRAME TO BE SET IN INSTALL VALVE FOR UN/TS 1-10 TW (2) FEET OFF 1NE MARITIME INLET WITH 12'�l'12' TEE :::, ,�. f7/LL BED OF MOIRTAR GUTTER UNE/N THE ROADWAY. MIN 2 coUR&-s OF TOWNHOMES CONCRETE BR/ICS f�7R GRADE ADJUSTMENTS MORTAR ALL JOINTS CUT EX/S11NG f2'DRAIN �i A', n0SY WITH INSIDE WALLS 2-5 Waters Street - - - a OF MANHOLE BASE Salem MA is� W LOWEST l T OUTLET PIPE WZY 12"772TEE ,f7N/SH GRADE ZE ZE TOWOUSE',.BAS 41000 P.S/. PRECAST A . SEAL ALL CREN/NGS ( v SECAAN FOR 12"P/PE �ORMNG WITH WA7FRnGHT WZY O �3I 2 ASTM C-47$ RE7'NFORCING PER o NON-SHRINK GROiIIT v J ASTM A-185 54,000 P.S1 PRECAST CURB S70P MIN. CONCREIF COY1/FORM/NG �. GOOSENECK 5'MIN/MUM Q 48 f1 /A-1 WITH ASTM C-47$ �i �- 6. W R67NFORCING PER ASTM TYPE X e SEAL ALL OPEN/NGS m CIODNCRETF BASE A-185 COPPER TUB/NG WATOR-77GHT W ZY 60 m M/N. �o COMPACT STRUCTURE �2 � NON-S�/RlINK GROUT PFEPAFED FOR. '"'� _••� BACKf7LL T O 95X PORA710N , .� __ PER ASTM D-1557 2 CF. 3/4"�' S1t71A [116'DEPTH OF 211 WA 70? MAIN CRUSHED S1i2/VE 6"DEPTH OF 2'f CRUSHED STONE UNDISTURBED SOIL OR SUBGRADE CRUSHED SIt2/VE .fir_ NOM, UND/S>URBED SOL OR SU96RALEREKTECH CWFAC7FD TO 95X PER ASTM D-1557 [1] WATER SERVICE' L WOW THAN ONE/NCH ARE TO BE CIOMPACMD 70 95X PER ASTM D-1557 NO 7F, CON/CAL MP MAY ALSO.BE USERESTRAINED TO MAIN WITH APPROVED SADDLE. D. [2 RESTRAINED COORDINATE BU/LD/NG CD/VNEC77AN WITH PLUMB/NG DRAWINGS 196 Haynes Road GREASEAND OIL SEPARATOR WA 7 E SERI/ICE ,. �. Sudbury, Massachusetts 01776 TYPICAL CROSS SECTION TYPICAL PROFILE DOCa HOl/SE DRA/N MANHOLE BASE NOT TO SCALE NOT TO SCALE TYP CAT TO SS EC77ON HANCOCK ASSOCIATES This CA OD file Is for the purpose of speeding stornwmter treatment equipment to befurnishedorlechnicsim. and my betransrento other documents exactyaspr idedbyVorteermics Meeblo kfnformation excludi gthe VortS nby 2' (600 mm) DIA NOTES. StomwaterTreatment SyOn and patent pending designations,may be deleted If TYPICAL 1. STORMWATER TREATMENT SYSTEMSWfS SHALL Civil Engineers necessary.Revisions to env pert of this CAM file without prior coordination Wth i BE DESIGNED TO MEET PERFORMANCE GOALS BASED Vortechnics shall be considered unauthorized use of proprietary Information. ..- ON FULL SCALE LABORATORY PERFORMANCE DATA THE VORTSENTRY SECTION SHALL BE STENCILED 2. SW`rS SHALL BE DESIGNED TO RETAIN FLOATABLES Land Surveyors WITH THE VORTECHNICS NAME AND LOGO. AND TRAPPED SEDIMENT AT FLOWRATES UP TO AND PIPE OPENINGS SHALL IBE STENCILED INLET OR INCLUDING PEAKTREATMENT CAPACITY OUTLET ASAPPROPRIATELandscape Architects I=> E I=> 3. SW`S INVERTS IN AND OUT SHALL BE AT THE SAME ELEVATION [ENG1H , .. .... L � Environmental d. SW`S SHALL NOT 13E COMPROMISED BY EFFECTS OF AS DIRECTED OR SPEaR,i D DOWNSTREAM TAILWATER Consultants OD + 18" (450 mm) 5. SWfS SHALL HAVE NO INTERNAL COMPONENTS THAT KLAN VIEW OBSTRUCT MAINTENANCEACCESS 6. PIPE ORIENTATION MAY VARY;SEE SITE PLAN FOR 185 CENTRE STREET, DANVERS, MA 01923 3! B SIZE AND LOCATION VOICE (978) 777-3050, FAX (978) 774-7816 7. PURCHASER SHAM NOT BE RESPONSIBLE FOR WWIW.HAN000KASSOCIATES.COM A ' r` B A ASSEMBLY OF INTERNAL COMPONENTS 8. ((1) MANHOLE FRAME AND COVER SUPPLIED WITH 30'BEND (ROTATE rw_ SYSTEM,NOT INSTALLED I AS RE-0U/RED) ,;� 9. PURCHASER TO PREPARE EXCAVATION AND Y-BRANCH OR T-BRANCH D , � PROVIDE LI FTI NG EQUIPMENT PLAN I//EW D � TALACKtl v,Ac�Av T 10. CONTACTVORTECHNICSAT(877)907-6676 FOR f E-T SIZING AND ORDERING INFORMATION a COMPACTED � -ASELECT 8410 TLL'r C ~+r., 0000 1 GY.ytlPACTED t o �o o +►�....�.�,... .�._._..�.._...�. >�._..._..,,..........�.... CRUSHED STOVE UND/S7URBEV 4• (CI MA7ER/AL MIN. SEC77ON B-B I ! ! --- ! GROUND SURFACE MARKER 2"x2" OAK p � , XL PROVIDE CRUSHED S70NE TO 1 FT. ABOVE PIPE E7V0 do 2 fT. ~� � N RAN VVT 2-10-04 PER PLANNING BOARD DECISION BEYOND O LEFT SIDE VIEW ELEVAMON VIEW RIGHT SIDE VIEW(ALUMINUM COMPONENTS NOT SHOWN FOR CLARITY) BU/LD/NG Cb/VNEC770YV P/PE ,1 � (AUJJdI1NU�f COMPONENTS NOT SHCrifYN FOR CLARITY) `�.� 1 RAN VVT 0-28-04 12 UNITS MIN. SLOPE 1/4'/�-T. NO. BY APP DATE ISSUE/REVISION DESCRIPTION UNLESS OTHERWISE DIRE07ED o ' DATE: 06/15/04° Approximate ASSEMBLY \A EW SCALE: AS SHOWN DESIGN BY: VVT :. o bo Total Storage - Approximate Sleeve Recommended DRAWN BY: RAN •�c oo� oao �o o VortSentry Diameter Treatment Base Riser Total Outside Distance Dimension Maximum Pipe CHECK BY: DH '° Model Outside Top t ,:.:. 2.0" Depth Height Height (square) Diameter �� :;- t• Invert .� [CCMAACITD CWUSHED STONE UNDISTURBED MA7FR/AL B D E VD) ft mm ft mm ft mm ft m ft m in mm in mm 5�0RK WfIERE SADDLE /S USED, BR/CK & CEitIENT TO BE PLACED UNDER EZBOW, SADDLE, & MAIN PIPE VS30 3 900 3.38 1029 3 900 9.83 3.00 3.A2 1.04 26 660 12 300 PROF/LE A-A VS40 4 1200 4.52 1378 3 900 12.5 3.81 4.98 1.52 31 790 15 375 DETAILS SE; CONNECTION VSso 5 1500 5.63 1715 3 900 13.26 4.04 4.55 1.39 35 890 18 450 RAN NOT TO SCALE VSA 6 1800 6.75 2057 3 900 15.34 4.68 5.75 1.75 42 1060 24 600 VS70 7 2100 7.88 2400 3 900 18.58 5.66 8.04 2.45 49 11240 30 1750 PLOT DATE: Dec 14. M04 3:56 pm VS80 8 2400 9.00 2743 3 900 19.16 5.84 7.62 2.32 49 1240 30 750 PATH: F:\Lund Projects R2\10918\dwy\ENG\REV2\ DWG: 10918PSr2.dwg LAYOUT: DET02A PS�8 SHEE T: 8 OF 10 PROJECT NO.: 10918 ` I O I Q W LEGEND m 0 W W Q C� LL O SALEM v � �, Q • Lv 0 � � f-- __J MARITIME I Q __j 0 z Q DECIDUOUS SHADE TREE J -' TOWNHOMES I � � I W Q QI (n I Cn ofI I 2-5 Waters Street 0 0 N /F Salem, MA 2 PRU I , ALBERTO AND ORNAMENTAL TREES I � BELKYS GUERRERO I 16 THU i GATE (TYP) • EVERGREEN SCREENS 16 FES 8 HYD 15 THU ANNUAL PLANTERS 6 ILX < > �� t `_, ,. : Yi I BENEATH WATERS SHRUBS/ORNAMENTAL GRASSES PREPAH®POFD I STREET WINDOWS 12 9 PIE 1 GLE ;:•;:;.•,. Y (nP) :. PERENNIALS > !•.•.• v 1 EUN •.•:••••:••.•:•: . . .; 14 MON I11 HYD ��_ —�� 8 HOS � 5 ILX �� 1 MIS �� 8 HEU '•':•�•'••'••'•.•,.;.•,.•,r• r, Y FJEKTECH :•;•;.;.•;. ;.•;.;:•;.•: :••' '� � � .,> < J<�,. GROUNDCOVER } \ 10 CHR .4.'••:,• ♦ :• • -^tfrI >YVV �1> < J� �sr a >YV� 1 RSA \ 9 PIE ` �f'/,, > c > L— _ _ _ .— , �, � ANNUALS IN PLANTERS 10 �_ - 1 —— y 196 Haynes Road / PERENNIAL ANNUALS IN WINDOW BOXES Sudbury, Massachusetts 01776 1 MIS GROUPINGS(TYP) r kv a ,^ / 3 RSA �< 0 70wMH LAMP, 10' POST, TYPE III DIST. I 1 DEN PRIVACY FENCE GATE 7 HT. 1 W00 , Y 2 COR 1 '� FENCE/ 1 EUN r > 16 VIN - 9 GATED ARBOR WITH 10 PRU 3 PIE 3 ROS L, VINE (TYP) HANCOCK 4> < f MIS YVV 3 AST 5 PIE < 3 CHR I N F 2 AMC ASSOCIATES 14 VIN 1 MIS 7 VIB I 1 GLE THE SALVATION VV >Y 3 ROS 1 HYV 3 AST 1 HYV is I AA, \15 VIN 3 CHR Civil Engineers ,• : :, • ARMY OF v ,YVV i 14 TAX 4> ,• •• •�,- ,> ;• .•.•• = I YVV 4> ' •:••' V < < 7 ILX ^ I 1 MIS I MASSACHUSETTS , Land Surveyors CN i I PEASTONE ` IV,V4 < / 1 MIS Y •,; ;•.k I �-'' 4 , 9 HYD :;: :'•;`:� ;:; ' 71 �, I N C . ACCESSWAYS 18-30 Landscape Architects 16 THU 1 HYV WIDE (TYP) _ 1 HYV 7 PIE I R Environmental I DECIDUOUS SHADE _ v 3 HEU 3 HEU — — TREE (TYP) �' � 3 HOS 3 HOS `� -_.. ..._. __...._ - - _ - n u an 1 MIS �-- 3 RSA < Y >YVV 4> < a<^>YVv > < ^>Y 4 WHITE VINYL PRIVACY /3 RSA '`� '��` 3 ROS ^ < J<^ 4> < ac^ yv < J < a 18 TAX FENCE, SEE DETAIL I t L.r 185 CENTRE STREET, DANVERS, MA 01923 (T�) 1 9 3 ILX V 24 THU VOICE (978) 777-3050, FAX (978) 774-7816 1 1WWW.HAN000KASSCaATES.COM %=1 I 6 PIE -{ I LUMINAIRE AND POST, \� 4 J ``�'" 7 I 2 IROS < I SEE DETAIL (TYP) ` 4� L 1 IRSA Y , 3 AST 3 IMIS 2 COR ' 3 CHR 1 EUN ` N 26 HEM 6 HYD COMPOSITE DECKING 14 VIN 1 MIS 7 VIB =�_ J ( ) TYP I CARMEN 3 ROS 1 HYV 3 AST 1 HYV ' 3 CHR I r. •� ';= .. 6 PIE BRACHE3 ILX ^ , / ` \ 1 MIS �'�•::-,'` V 1 I I $a ' , ,r-•v` \ / 1 COR YVV 1 MIS ' 1 / -�• - 11 COR18 VIN v I I8 HEM \ / ;;•;; • ,a .' =may 18' VIN I EVERGREEN SCREEN \� _ _ 0 PRU 10 HEM 2 EUN I NP ` ` 7 PIE 1 HYV 8 FES r: •.•;,_� ► ,Y 1 HYV 3 HEU 3 HEU . .• .• .• •• •• " a N Fr�j 3 HOS 3 HOS Yv ,> ,. .. : �.- - • ,> < ac YY > < J' J< Y TRANSFORMER — 14 HEU �� \ J<" ^ . . 1 MIS ' I � M AND / 3 RSA < a > <�< v > < J vv 4> < J c^>Yvv > < J;^>Y< > < J.^>•Y^ 4> <Jc^>Y c^ '�.JS I �< >`f' J<^>Y ^>' j •"Ctlr3'�..,C'�'i.� V ••,;;;•::•• •:� > V PA `, f ( > < •t• • .• .• .• ••,, .• c `.; 2 nrMl WT 2 10-04 PER PLANMNG BOARD DEgSION V1, r 8 FES �r •• • } M � 1 SMV Wr 0/28/04 12 UMTS 1 HYV 8 HOS 20 VI ^> c N0. BY APP DATE ISSUE/RENSION DESCRIPTION 8 HOS \ ; L_ I, --� 10 HOS 3 ILX i v N _ c a< ,C,�;Y I 6 PIE ^ DATE: 9/2/2004 DESIGN BY: SMV I - { 2 AMC ` ` + SCALE: AS SHOWN DRAWN BY: SMV WILFRED P . CX, ` -'i 7 HEU 14 VIN 1 MIS J CHECK BY: Vvr 1 EUN 1GLE 3 ROS 6 HYD I < Yo LAURA PARENT 8 CHR 9 HOS c Y YVV 4 < a<^>YVV 4> < J<^>YVV -1> < J t, M 5 MON 9 AST >Y V V 4> < J'C^>Y V V 1> < a cl>Y V V I> < J c�1>Y V V J c^ , 7> V 4> < J�^>YVV 4> < Jc^> MAILBOXES 5 HEM LANDSCAPE (TYP) 4ILX 24 ILX > - - - - - - - - - - - - - - - PLAN I 2 MIS 6 PIE !4 p YVV TH )VA SON S TREE T EVERGREEN HEDGE 5 ILX !' (TYP) y<A>VVA> <VA> VV' 3 TAX 14 TAX PW DAM o.o,a,2004 las+a„ 17 7 � � 7 ' ' .17 i; PAM P\UW Pro*b R2\1W9\0p\PC1JM1=MA\ - - - - - - - - - - - - - - - - - - - - - -- - - — _ - - - - - - <" _ DWG: 10918LA3.dwg ILAYOUT: L-1 I I SCALE: 1" = 10' 10 SHEET: 9 OF — I I NORTH 0 5 10 20 40 PROJECT NO.: 10918 —T— QTY SYM BOTANICAL NAME ICOMMONNAME I CULTIVAR MIN. SIZE REMARKS GENERAL PLANTING MIXTURE SPECIFICATIONS y DECIDUOUS SHADE TREES 3 GLE GLEDITSIA TRIACANTHOS INER. HONEYLOCUST SHADEMASTER 21/2-3" CAL. 1. Topsoil: Fertile, friable, natural topsoil without SALEM admixture of subsoil material, obtained from a ORNAMENTAL TREES well—drained arable site, reasonably free from clay, lumps, MARITIME 4 AMO AMELANCHIER X GRANDIFLORA SERVICEBERRY 'AUTUMN BRILLIANCE 8-10' HT. MULTISTEM coarse sands, stones, plants, roots, sticks, and other foreign materials, with acidity range ofbetween pH 5.5 to TOWNHOMES 6 COR CORNUS KOUSA KOUSA DOGWOOD 2-21/2 CAL. HYBRID, B AND B 6.0 and be typical of the area. Certain plants such as LANDSCAPE SHRUBS broadleaf evergreens may require more acidity. Identify source location of topsoil proposed for use on the 40 HYD HYDRANGEA MACROPHYLLA HYDRANGEA 'NIKKO BLUE' #3 POT SUN TO PART SHADE project. Provide topsoil free of substances harmful to 2-5 Waters Street 64 PIE PIERIS FLORIBUNDA MTN. ANDROMEDA #3 POT SUN TO SHADE the plants which will be grown in the soil. Approval by Salem, MA 22 PRU PRUNUS X CISTENA PURPLE SAND CHERRY 2-3' HT. FULL SUN, B AND B designer required for material and location of use. 2. Peat moss: Brown to black in color, weed and seed 14 RSA ROSA RUGOSA SHRUB ROSE 'ALBA' #3 POT FULLSUN free granulated raw peat or baled peat, containing not 17 ROS ROSA RUGOSA SHRUB ROSE #3 POT FULL SUN more than 9% mineral on a dry basis. Approval by 1 __7 34 VIB VIBURNUM TRILOBUM CRANBERRY BUSH 'BAILEY COMPACT' #3 POT SUN TO PART SHADE designer required for material and location of use. 3. Organic Matter: Organic matter can be from peat HEDGE SHRUBS moss, compost, or locally available organic waste. Organic 6 EUN EUONYMUS ALATUS BURNING BUSH 'COMPACTUS' 2-3' HT. SUN TO SHADE, B AND B matter should be free from debris, weed seeds, and .Y 3'x3'RR STAKES (PER TREE). ATTACH 3/16' GAL insects or diseases which may be harmful to the intended STEEL CABLE 7i7 1 1/2' SCREW E'YF /N POSTS DVCAS£ W!R£AROUND TRUNK /N NEW BLACK REINFORCED PHARM FOR 60 ILX ILEX GLABRA INKBERRY 'NORDIC' 2-21/2' HT. SUN TO PART SHADE, B AND B planting. Plant materials such as perennials may benefit RUBBER HOSE. SECURE ALL ENDS OF CABLE Wl7H from increased organic matter. Approval by designer GAL MALLEABLE CABLE CLAMPS EACH CABLE. EVERGREEN SCREEN required for material and location of use. 4 1/2' GAL 7URNBU0KL£ 49 TAX TAXUS X MEDIA HYBRID YEW VERTICAL SELECTION 5-6' HT. SUN TO SHADE, B AND B 4. Fertilizer: Commercial type approved by the Designer. NEATLY WRAP ALL DECIDUOUS 7REE TRUNKS AS REKTECH 71 THU THUJA OCCIDENTALIS ARBORVITAE 'HETZ WINTERGREEN' 5-6' HT. SUN TO PART SHADE, B AND B 5. Depth: Planting soil shall be provided at a minimum spECIRED. VER7I6AL POS7S To BE PLUMB AND RA/GyT. S1 depth of 6" in any location to receive trees, shrubs, S7PANE BARK MULCH GROUNDCOVER perennials, annuals, vines, seed or groundcover, or as TBD SAG SAGINA SUBULATA IRISH MOSS 10,000 SEEDS PER 1000 SQ FT noted in Landscape Details. MIN" 3'HIGH SOIL SAUCER AT EDGE OF TREE PIT f7N/35H GRADE 196 Haynes Road 109 VIN VINCA MINOR PERIWINKLE FLAT/24 12" OC 12� L Sudbury, Massachusetts 01776 CUT ALL SIR/NG WRAPPED AROUND BASE OF 7RUNK VINES SHRUBS AND PERENNIALS, SEESI I I 1-1 I I AFTER PLAN77NG 10 HYV HYDRANGEA ANOMALA CLIMB. HYDRANGEA #2 POT TRAIN ON GATED ARBORS } PLANT PALETTE (TMP) 4'-0" N. _ PLAN77NG MIXTURE AS APPROVED BY DESyGIVER 12 — 20 DRA INA GE MOUND ORNAMENTAL GRASSES k , .^ , x -1 H = I I II 32 FES FESTUCA CINERA FESTUCA ELIJAH BLUE 1 POT15-18110C SAGNA SUBULATA (IRISH MOSS) HANCOCK OR VNCA MINOR (PERIWNKLE) 17 MIS MISCANTHUS SINENSIS MAIDEN GRASS 'GRACILLIMUS' #3 POT 340C SURROUNDING PEASTONE ASSOCIATES ACCESSWAY TO A VARIABLE PERENNIALS WIDTH (THP).� TREE 8TAnm DETAIL 21 AST ASTILBE X ARENDSII FALSE SPIREA 'BRIDAL VEIL' #2 POT 18-20" OC ,_ STEEL �� O NOT TO SCALE 30 CHR CHRYSANTHEMUM X KOREANU SHASTA :DAISY 'BECKY' #2 POT 12" OC X'`� ��` >rf*� Civil Engineers 49 HEM HEMEROCALLIS DAYLILY 'HAPPY RETURNS' #2 POT 18-24" OC 41 HEU HEUCHERA CORALB�ELLS 'EBONY & IVORY' #2 POT 12-15" OC ��` +� j.' '� �f TYP/CAL TREE PLANTING DETA/L NOTE' Land Surveyors x � PEASTONE ACCESSWAY, SEE #2 POT 18-24" OC � '� �'� DETAIL * HOLE 70 BE DUG NO DEEPER 77HAN 7HE R0078ALL AS MEASURED FROM 55 HOS HOSTA PLANTAINLILY PATRIOT' , x �� * < x xr 7HE TRUNK FLARE TO 7HE BOTTOM OF 7HE ROOTBALL Landscape Architects 19 MON MONARDA DIDYMA [ BEEBALM 'MARSHALL'S DELIG #2 POT 12-18 OC �x * MULCH SHALL NOT BE P/LED AGA/NST THE TRUNK OR BASE OF P { X i x x 7REE UNDER ANY CIRCUMSTANCES MULCH LA YER SHOULD BULBS '';` > . x� TAPER DOWN 70WARD TRUNK AS INDICATED Environmental 500 NAR NARCISSUS DAFFODIL TO BE SELECTED/LOCATED BY DESIGNER, FALL PLANTING, 3 PER HOLE r * DO NOT USE PLANTING S7OC/K /F ROO78ALL /S CRACKED OR Consultants BROKEN BEFORE* OR DURING PLANTING PROCESS ANNUALS * PLACE BACKRILL AROUND ROO 8ALL /N LAYERS. TAMPING rO TO BE SELECTED BY DESIGNER FOR PLANTERS AG�CEBSWA YPLAN77NG SF=BACKRLL AND ELIMINATE H YDS AND A/R POCKETS NOT TO SCALE WHEN P/T/S APPROX 111 BACKFILLED, WA LER 7HOROUGHL Y TRUNK RARE AINC77OV.• PLANT Brr" I'LA/VT PALET/F UN71�NO MORE ABA/NSORBED. HA TER AG.4/NR�F1D4 PLA�GG 1" lt7 2'ABOt�£EX/S71NG GRADE 185 CENTRE STREET, DANVERS, MA 01923 AND TAMPING R1NAL LAYER OF BACKFILL APPLY 77HREE (3) INCHES OF MULCH OVER VOICE (978) 777-3050, FAX (978) 774-7816 " TYPICAL _WRUB PLANTING DETAIL NOTES DISH AND TAMP 70P OF BAC RLL BACK9Z.LEDSURFACES OF P/T. 7HOROUAHLY WWWHANCOCKASSOgATES.COM 70 FARM A 3-/NCl/ HIGH MOUND WATER MULCHED AREA. AF1ER WATER/NG, * PLANT SD THAT Top OF Roo78ALL /S 1-2 ABOVE'SURROUND/NG GRADE AROUND 17VE RIM Or TWPIT DO RAKE MULL/ Til PRONDE UN/FORM NOT COMM TOP OF ROOTBALL nNISHED GRADE r* * MULCH SHALL NOT BE P/LED AGA/NST 7HE TRUNK OR STEMS t leu r ��To, OF SHRUB UNDER ANY CIRCUMSTANCES MULCH LAYER SHOULD W11N BACKRLL ,w.� ;, • ;�� '� TAPER DOWN TnWARO TRUNK AS /ND/CA TED. EVSZING GRADE t �F * DO NOWT u-sr PLAN77NG sroc K /F R007BAU /S CLACKED ORAD REVOW ¢ K CUT A BROKEAV ODMTE OR DURING PLAN77NG PROCESS I I L� III AND fNRE fRO4/ ILII°BURLAP,/3 OF�T BALL PLACE BACCRU AROUND RWMALL /N LAYERS, TAMPING 727 I T BACKRLL WI7H PLANTING M/X7UR£AS APPROVED BY DESIGNER n s pYy=r` � + SETTLE'BAOMLL AND LZIM/NATE WWVS AND A/R POCKETS ` UNDISTURBED _ J — r WHEN PIT/S APPRox 1/2 BACKFILLED, WATER 7THOROUGHLY I _ _ _ SET BALLED AND BURLAPPED S70CK PLUMB AND /N 12 FEET sal =1I I�' CENTER OF P/r, ON 27/ DRAINAGE MOUND c� BEFORE PLACING REX/A/NDER GF BACKFILL REPEAT WA 1ER/NG u�� ' I—II I� I I I I' UNDISTURBED SOVL UN77L NO MORE /S ABSORBED WATER AG AFTER PLACING w AND TAMP/NG RNAL LAYER OF BACKFILL # zr " ii HOLE 3x AS NIDE AS R007BALL --� + b.� DISH AND TAMP TOP OF BACKFILL W17H SLOPED SIDES APPLY THREE (3) INCHES OF MULCH OVER 4 lt7 FORMA 3-/NC/ HIGH MOUND ~ti- AROUND 7HE RIM CF 7NE PIT. DO BACCF/LLED S7IRFACES OF P/T THOROUGHLY ` y �� y '."#' r. t,P yk t•; Y' 7{ ;YY°-Rlt xt .'"' S »n NOT COVER Top of Roo wALL r' , WATER MULCHED AREA. AFTER WATER/NG, TYPICAL 7NEE PLANTING DIE7A/L WI7>H B,ACKf1LL. .� RAKEHM1u�D PRO�DE UNIFORM NOT TO SCALE EA'/S77NG GRADE T I�� — CUT AND RE7NOVF BURLAP, ROPE, ORRgANT1 2 -�I =1� AND WLR£FROM/ TOP 1/3 OF ROOT BALL I 1,75 x 3.5 x 95.75 i 3.5" , } ? I — BACKRLL W17H PLAN77NG SOIL MIX AS APPROVED BY DESJ'GVER TREE P/T E '' 2 RAID VT 2- O�b4 PER PLANMNG BOARD DECISION i i + 10.5" UND/SIURBED (—I I .� - — T H I I SET BALLED AND BURLAPPED STOCK PLUMB AND /N ROOT BALL 6 FEET =' U 3,5" SOYL — —I I I —I I — 1' CE7VTER CF PIT, ON 2"H DRAINAGE MOUND OF GUY WIRE V X1%28/04 12 UNITS 1.75 x 3.5 x 95.75 -SIT- UNDISTURBED SOIL /� �N0. 8S( 141'P DATE ISSUE/REVISION DESCRIPTION HOLE' 3x AS WIDE AS ROOTBALL e� R ,q' ,, VjSTEFI UE WITH ,SZOP£D SIDES D�CfE: 9/2/2004 DESIGN BY: SMV SCALE: AS SHOWN DRAWN BY. SMV 84" INTERLOCKING T&G PICKETS VV��/Vz�DEy� /VD TURIN CHECK BY. CSD aG EES/O VEh' 10'�1/G�l ONL�CKL£ f : TYPICAL SHRUB PLAN77A G DETAIL I 61 NOT TO SCALE R A 2' i SC CE PLAN AS INDICATED ON DRAWING Qp /y T g 9 Off Q OFOTRUNK. LANDSCAPE Jr SET BASE' OF STEM AT DETAILS f7N/SH GRADE f1N/SH GRADE SLOPE lt7 FORM 3'H/Gy SAUCER. IAPINE BARK MULCH STAKE V ; W1.5x5.5x95.75 .A1 - :A. >x :ers•..af :!b`� .ta #B.t. 1 x+h PUNT BACC/7LL M/X7UREUAS APPROVED BY DE3TGNER AL AREA LIGHTING VIA OMNI-LITE INC. WOOD FENCE IL- � ''L 6 —/ ,�1AFPs�71st`$"')' P PW� F\Lwid +• �o+ew.oWcvr +oo+eu►\ ARCHITECTURAL Eff �� PLANTING M/X AS r PROMENADE LUMENAIRE PRMN, BASE DB12, POLE 4R10-125, 8 PANELS, 4. GATES, SQUARE POSTS, APPROVED BY DES/G'VER P Y DARK BRONZE, 70wMH LAMP, TYPE 3 REFLECTOR NEW ENGLAND POST CAPS, FLAT WHITE PAINT SII 11=III-II -III=111=11r 12 VARIES 12' GOR �'L DWG: 10918LA3.dwg UNLHSIURBED EARTH LAYOUT: L-2 TYP/C.4L S/TELK�HT/NGDET.4/L TYPICAL I�IN�CEDETA/L G+ WNDCOVERPLAN77NG �f1L�EN 1REE SHEET: 10 of 10 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT NO.: 10918 i QTY SYM BOTANICAL NAME ICOMMONNAME I CULTIVAR MIN. SIZE REMARKS GENERAL PLANTING MIXTURE SPECIFICATIONS DECIDUOUS SHADE TREES 1. Topsoil: Fertile, friable, natural topsoil without SALEM 3 1 GLE I GLEDITSIA TRIACAN'THOS INER. HONEYLOCUST SHADEMASTER 21/2-3" CAL. admixture of subsoil material, obtained from a ORNAMENTAL TREES well—drained arable site, reasonably free from clay, lumps, MARITIME 4 AMd AMELANCHIER X GRANDIFLORA SERVICEBERRY 'AUTUMN BRILLIANCE' 8-10' HT. MULTISTEM coarse sands, stones, plants, roots, sticks, and otherforeign materials, with acidity range of between pH 5.5 to TOWNHOMES 6 COR CORNUS KOUSA KOUSA DOGWOOD 2-21/2" CAL. HYBRID, B AND B 6.0 and be typical of the area. Certain plants such as broadleaf evergreens may require more acidity. Identify LANDSCAPE SHRUBS source location of topsoil proposed for use on the 40 HYD HYDRANGEA MACROPHYLLA HYDRANGEA 'NIKKO BLUE' #3 POT SUN TO PART SHADE project. Provide topsoil free of substances harmful to 2-5 Waters Street j 64 PIE PIERIS FLORIBUNDA MTN. ANDROMEDA #3 POT SUN TO SHADE the plants which will be grown in the soil. Approval by Salem, MA designer required for material and location of use. 22, pRU PRUNUS X CISTENA PURPLE SAND CHERRY 2-3' HT. FULL SUN, B AND B 2. Peat moss: Brown to black in color, weed and seed 14 RSA ROSA RUGOSA SHRUB ROSE 'ALBA' #3 POT FULL SUN free granulated raw peat or baled peat, containing not 17 ROS ROSA RUGOSA SHRUB ROSE #3 POT FULL SUN more than 9% mineral on a dry basis. Approval by 34 1 VIB VIBURNUM TRILOBUM CRANBERRY BUSH 'BAILEY COMPACT' #3 POT SUN TO PART SHADE designer required for material and location of use. 3. Organic Matter: Organic matter can be from peat HEDGE SHRUBS moss, compost, or locally available organic waste. Organic matter should be free from debris, weed seeds, and J-3-XJ-RR STAKES (PER 7REE). ATTACIH 3/16" GAL V. 6 EUN EUONYMUS ALATUS BURNING BUSH 'COMPACTUS' 2-3' HT. SUN TO SHADE, B AND B insects or diseases which may be harmful to the intended S7M CABLE TO 1 1/2' SCREW EYE IN POSTS ENCASE 60 ILX ILEX GLABRA INKBERRY 'NORDIC' 2-21/2' HT. SUN TO PART SHADE, B AND B lantin Plant materials such as erennials ma benefit NlRE AROUND TRUNK /N NEW BLACK RE7NFARCED '�FOFir planting. P Y RUBBER HOSE SECURE ALL ENDS OF CABLE W7H from increased organic matter. Approval by designer GAL MALLEABLE CABLE CLAMPS EACH CABLE: EVERGREEN SCREEN required for material and location of use. 4 1/2" GAL 7URNBUCKLE 49 TAX TAXUS X MEDIA HYBRID YEW VERTICAL SELECTION 5-6' HT. SUN TO SHADE, B AND B 4. Fertilizer: Commercial type approved by the Designer. s- NEATLY HRAP ALL DECIDUOUS TREE' TRUNKS AS REKTECH 71 THU THUJA OCCIDENTALIS ARBORVITAE 'HETZ WINTERGREEN' 5-6' HT. SUN TO PART SHADE, B AND B 5. Depth: Planting soil shall be provided at a minimum SPEaRM. VER7TCAL POSTS TO BE PLUMB AND depth of 6" in any location to receive trees, shrubs, SMAIGHr1 GROUNDCOVER perennials, annuals, vines, seed or groundcover, or as I 3"PINE BARK MULCH TBD SAG SAGINA SUBULATA IRISH MOSS 10,000 SEEDS PER 1000 SQ FT noted in Landscape Details. MIN 3'HIGH SOIL SAUCER AT EDGE OF TREE P/T fmsw GRADE 196 Haynes Road 109 VIN VINCA MINOR PERIWINKLE FLAT/24 12" OC 12�.s Sudbury, Massachusetts 01776 VINES CUT ALL STRING NRAPPED AROUND BASE OF TRUNK SHRUBS AND PERENNIALS, SEE .. #" <. ' AFTER PLANTING 10 HY HYDRANGEA ANOMALA CLIMB. HYDRANGEA F2POT TRAIN ON GATED ARBORS PLANT PALETTE (TYP) 4_O. t f'LANIING MIXTURE AS APPROVED BY DES'GyVER M/N. 2'DRAINAGE MOUND ORNAMENTAL GRASSES "t f A COCK 32 FES FESTUCA CINERA FESTUCA 'ELIJAH BLUE' #1 POT 15-18" OC ��.; SAGINA SUBULATA (IRISH MOSS) -- - . , _t � �` /�, '� ' OR MNCA MINOR SURROUNDING PE�ONEW�) - 17 MIS MISCANTHUS SINENSIS MAIDEN GRASS 'GRACILLIMUS' #3 POT 3-4' OC ". PERENNIALS ACCESSWAY TO A VARIABLE ASSOCIATES } ,y, $k I � � WDTH (TYP) �,� - f TREE STAK/NG D�ETA/L 21 AST ASTILBE X ARENDSII FALSE SPIREA 'BRIDAL VEIL' #2 POT 18-20" OC -� °; Y � � NOT TO SCALE ,+ S1EEL EDGE (TYP) 30 CHR CHRYSANTHEMUM X KOREANU SHASTA DAISY 'BECKY' #2 POT 12" OC .. .. Civil Engineers 49 HEM HEMEROCALLIS DAYLILY HAPPY RETURNS #2 POT 18-24 OC Land Surveyors 41 HEU HEUCHERA CORALBELLS 'EBONY & IVORY' #2 POT 12-15" OC "` �` >' �` X ,.�° t, x ,� TYPICAL TREE PLANTING DETAIL N07M 55 HOS HOSTA PLANTAINLILY 'PATRIOT' #2 POT 18-24" OC x �� ; ` + X DDETAIL NE ACCESSwAY, SEE +r HOLE ll7 BE DUG NO DEEPER THAN THE ROO79ALL AS MEASURED FROM �� ,� fM <'� x �� x THE TRUNK FLARE rO 7HE BOTT!W OF 7HE ROOTBALL Landscape Architects 19 MON MONARDA DIDYMA BEEBALM 'MARSHALL'S DELIG #2 POT 12-18 OC x "` ,�`�°, - ; �� ' • MULCH .SMALL NOT BE PILED AGA/NST 7HE TRUNK OR BASE OF P BULBS x 7REF UNDER ANY aRCVMSTANCES MULCH LAYER SHOULD TAPER DONN 70WARD 7RUNK AS /ND/CA IED, Environmental 500 NAR NARCISSUS DAFFODIL TO BE SELECTED/LOCATED BY DESIGNER FALL PLANTING 3 PER HOLE s: ' �� ' > > „f F"'r x DO NOTr USE f'LANANG STOCK /F R007BALL is cr�A[xCID OR BROKEN/BEFORE OR DURING PLANTING PROCESS Consultants ANNUALS TO BE SELECTED BY DESIGNER FOR PLANTERS 'PLACE�BAGICFILL AROUND RO07BAL[ IN LAYERS TAMPING 70 AG�CS SIVA Y PLANTING SEMS BACKFILL AND ELIM/NA TE WDS AND A/R POCKE7S NOT TD SCALE NHEN FYT/S APPROX. 1/2 BACKRLLED, WA7ER 7HOR000HLY TRUNK FLARE .#JNC770V- PLANT d � BEFORE'PLACNG R51A/NDER OF BACKf7LL REPEAT WA71MIVG 1" 70 2" ABOVE EX/ST7NG GRADE 185 CENTRE STREET, DANVERS, MA 01923 ��INT P ANOLVO MORE IS ABSORBED.>A1Mf'/Nf7NAL LAYER GIF'BALL AGAIN Af7ER PLACING APPLY 1NREE 3 INCHES A�MULCIH OVER VOICE (978) 777-3050, FAX (978) 774-7816 BACKFILLED SURFACES OF FIr 7Na?OUa Y WWW.HANCOgCASSOCIATES.COM TYP/C:AL SHRUB PLAN77NG DETA/L N01E �M A .INCH HIGHD 7AMP 70P Or BACKRLL MOUND WATER MULCHED AREA. 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WATER AGA/N AFTER PLAaNG �_ : I -_ --, UNDISTURBED SOIL AND TAMP/NG f7NAL LAYER OF BACCfXL HOLE Jr AS WIDE AS R007HALL - ,, DISH AND TAMP T27P OF BACIMLL - Nl7N SLOPED SrDEs 7th FVRM A 3-/NCH H/GH MOUND ~ APPLY THREE' (3) INCHES OF MULCH OVER AROUIND 7HE RIM OF 7TH£PIT. DO -' r s ,di„r • ' NOT iCOV£R 727P OF R007BALL "� � � BAC(f7LLED SURFACES GF f'/T. 7NA40UGHL Y ;e + .y • WA TER MULCHED AREA. AFTER WA 7E WNG, W7H BAC RLL - TY�I�CAL TREE PLAN77NG DETAIL RNK-SHED CIH DF PROVIDE' UNIFORM NOT TO SCALE E71'/S71NG GRADE AND 2" D £ 3' T BALL ORRi�S.40MANT� ) 3 SMC WT 2-8-05 FAN. DRAIN; FENCE HT. 1.75 x 3 5 x 95 75 35" BAQMLL W7H PLANTING SOIL MIX AS APPROVED BY DESIOVER TREE PIT 2 RAN WT 2-10-04 PER PLANNING BOARD DECISION 10.5" i I UNDlS1iJRSED LAPP D /N 6 Ff ET I ,T SET BALLED AN 1 SMV VVf 0/28/04 12 UNITS D BUR ED S7t7CK PLUMB AN :. /T, GW 20H DRAINAGE MOUND OF GUY {IRE CENTER �P +.75 x 3 5 x�5 75 3•5 UNDISTURBED SOIL NO. BY APP DATE ISSUE/ EMSION DESCRIP11ON HOLE 3x AS NIDE AS ROOT 7SALL �y 1 N1>H SLOPED SIDED7iNRTGALVANIS'1FELur £ DATE: 9/2/2004 DESIGN BY: SMV a I SCALE: AS SHOWN DRAWN BY: SMV 72" INTERLOCKING T&G PICKETS / R CKLE CHECK BY: CSD LO 74- I 77PJ�CAL S;H W FLAM GG D�ETA/L $ 4s' NOT TO SCALE 2- S, a F4 � I 1 j sPAGL�PLANTS AS /ND/CAIID ON ORAfNNG /� £ ��tF/IN 3" OFOTRUNK. LANDSCAPE ' SET BASE OF S79V AT g FIN/SH GRADE RNI&V GRADE � SLOPE TO f27RM 3"HIGH SAUCER. DETAILS 2 N"0 ONgI S 1'P/NE BARK MULCH KE y ' = -_.._._._._.....__.�._............_s...._.._s_._._ TA ?5 LU 'F. 5 5» ,. '•.5x5.5x96 " 01 IPUNT BACKFILL MIXTURE AS APPROVED BY DESIGNER 3 ARCHITECTURAL AREA LIGHTING VIA OMNI—LITE, INC. WOOD FENCE ,I r� S .: ,.z KW DAM Fab 08. 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BUM= GHBORHOOD R Busuam PARK DEVMP UP#726 P Lip#21 it W/LIGH f �1 M#1 R 70,87 R=10.79 W I TRANSFORMER W) R=10 52 1 RAN VVT 9-13-04 ISSUE/REVISION DESCRIPTION 1=2- t1 '=65.8'8"VC-N) '=2,6(2A'PCP--S) 1=3 6(----5) 0 x NO. BY DATE ISSUE/REVISION DESCRIPTION '8"AC-W)-N-T VISIRLE DATE: 06/15/04 DESIGN BY: VVT SCALE: AS SHOWN DRAWN BY: RAN 1 CHECK BY: DH LP REVISED LAYOUT AND MATERIALS 0 PLAN 6 Z PLOT DATE: Oct 06, 2004 1:57 pm PATH: F:\Lcind Projects R2\10918\dwg\ENG\ DWG: 10918C1.dwg C4 SCALE: 1 " 20' Cr LAYOUT: LM01 A w ===mod C 0 20 40 80 SHEET: 4 OF 9 C: S;IORY PROJECT NO.: 10918