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289 DERBY STREET - ZONING DeU-s�on — - - -- -- - - - - -- 2n Deddq 4. Name f ` CFTy Of" • CITY OF SALEM S:OW ' i1FF).� PLANNING BOARD Wetlands & Flood Hazard District Special Permit and Site Plan Review Decision 9 December 2,2004 289 Derby Street Realty Trust 532 Lowell Street Peabody,MA 01960 1 RE: 289 Derby Street J Site Plan Review Decision&Wetlands and Flood Hazard District Special permit On Thursday,September 2,2004, the Planning Board of the City of Salem opened a Public Hearing regarding the application of 289 Derby Street Realty Trust under Site Plan Review and the Wetlands and Flood Hazard District for the construction of a six-story mixed use building with approximately 5,000 square feet of commercial space on the first floor and thirty-eight(38)residential units on the upper floors. The project includes the construction of a portion of the harborwalk along the South River and the construction of an underground parking facility. The public hearing was continued to September 16,2004,October 7, 2004, October 21,2004, November 4,2004,November 18,2004 and December 2,2004. The public Hearing was closed on December 2,2004. At the regularly scheduled meeting of the Planning Board held on December n 2004,the Board voted by a vote of eight in favor(Power,Sullivan,Moustakis,Puleo,Lombazdini DiGeronimo,Weiner,Collins),none opposed,to approve the application as complying with the requirements of Site Plan Review and the Wetlands &Flood Hazard District subject to the following conditions; 1. Conformance with the Plan Work shall conform with the plans entitled, "Site plan for Town&Country Homes,Inc.of New England,Proposed Condominium&Retail Development,Lot#441,Map#34,289 Derby Street,City of Salem, Essex County,Massachusetts,"prepared by Bobler Engineering, P.C.,352 Turnpike Road,Southboro,Massachusetts 01772,dated April 28,2004,and revised July 22,2004,September 9,2004,October 7,2004,and November 1,2004 including pages 1-17;and the plans entitled,`Troposed Condominiums for 289 Derby Street,Salem, Massachusetts,"prepared by Martins, 130 Sylvan Street,Danvers,MA 01923,including pages ALL A1.2 A1.3,A2.1,A2.2,A2.3,A3.1,A3.2,A4.1,and A4.2, dated 10/20/2004. 120 WASHINGTON STREET, SALEM, MASSACHUSEMS 01970 •YFL: 978,745.9595 FAx: 978.740.0404 •www.SALEM.COM 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 for a vote. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Underground Parking a. The applicant shall submit construction plans that are signed and stamped by a registered professional engineer for the underground parking garage to the Department of Planning& Community Development,the Building Commissioner,and the City Engineer for review and approval prior to the issuance of a Building Permit. b. The applicant shall submit specifications for the pumping units that will be installed for the underground parking garage drainage system to the Office of the City Engineer and the Department of Planning&Community Development for review and approval prior to demolition and the issuance of a building permit 4. Landscaping a. Any proposed landscaping shall be done in accordance with the approved set of plans. i j 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 j 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 5. HVAC If an HVAC unit is located on the roof or site,it shall be visually screened. The method for .j screening the unit shall be submitted to the City Planner for review and approval prior to installation. 6. Noise Following occupancy of the building,if the Department of Planning&Community Development receives any complaints concerning noise emanating from the air conditioner units,the applicant shall be required to show that the decibel level is no higher than the pre- development level and if so, shall submit a plan for review and approval by the City Planner to make any improvements necessary. 7. Signage All proposed signage shall be reviewed and approved by the City Planner prior to the issuance of a sign permit 8.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 2 i 1 c.After installation,lighting shall be reviewed by the City Planner and the City Electrician i prior to the issuance of a Certificate of Occupancy. 1 9. Pedestrian Warning Device and Signage The applicant shall install signage and a visual warning.device to wain pedestrians of vehicular traffic exiiing the-site. A plan and the specifications for the signage and visual { warning device shall be approved by the Department of Planning&Community Development prior to the issuance of a building permit. 10. Department of Environmental protection { The applicant shall adhere to all requirements as set forth by the Department of Environmental Protection and the approved Chapter 91 License. 11. Harbor Walkway The applicant agrees to construct a walkway and associated amenities,meeting the requirements as set forth in the approved municipal Harbor Plan for the City of Salem along the rear property line of the parcel,as depicted one approved plans. The specific materials,location,landscaping,and additional aesthetic treatments shall be determined by 1 the City Planner. 12. 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 T (�)' OnattL on a�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 fortnif vote of the City Council,as pet the ordinance. jb. Any blasting,rock crushing,jack hammering,hydraulic blasting,or pile driving shall occur in accordance with Salem Ordinance Se coon 22-2 (5) Construction .+ B asting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. Thereshall 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. f. The applicant shall abide by any and all applicable rules,regulations and ordinances of the City of Salem. 3 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 13. 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. 14. Contractor Parking The applicant has agreed to require contractors to park onsite or in the South Harbor Parking Garage. 15. Curb cuts on State Highways The applicant,if the property abuts a state highway shall obtain a curb-cut pemiit from Mass Highway prior to the issuance of a building permit. 16. Salem Redevelopment Authority All work shall comply with the requirements of the Salem Redevelopment Authority. 17. Conservation Commission All work shall comply with the requirements of the Salem Conservation Commission 18. 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. 19. Salem Health Department All work shall comply with the requirements of the Salem Health Department,if applicable. 20. Office of the City Engineer a. The applicant,his successors or assigns shall comply with all requirements of the City Engineer. b. The applicant shall revise the plans relative to the water and sewer connections to the satisfaction of the office of the City Engineer. 4 i c. The applicant shall submit the final plans to the office of the City Engineer for review and approval prior to demolition and the issuance of a building permit 21. Fire Department All work shall comply with the requirements of the Salem Fire Department 22. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 23. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit 1 24. Crosswalks The applicant agrees to contribute funds in the amount of$15,000 to the City of Salem prior to the issuance of a building permit for the reconstruction of crosswalks adjacent to the parcel on Derby Street 25. Drainage a. The drainage plan for the site shall be reviewed and approved by the Office of the City Engineer prior to the issuance of a building permit b. The applicant shall submit a maintenance plan for the Vortechnics unit 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. 26. Maintenance a. Refuse removal,ground maintenance and snow removal shall be the responsibility of the applicant 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. 27. 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. 28. 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 i bearing the certification of the City Clerk that twenty(20).days have elapsed and no appeal has been 5 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 6 D p c FOR OF o D ID D 39a No A 17 VFW I D D o � D i DRAWING INDEX COVER SHEET 1 of 17 '1; / t'"x;h !4 k `�...tj �,,,. 1';"! •>, ::r'3 ? i he ,v-:: &4 '�g'B- �kr a£f:,`. � �! • c<` LC�IVE C p } _. 4,i a 1 .r.• <;•, \�';' F ,..+.<- .•1 * �`� r e t„ay..�da its v.#,�.`+r.,,.' ,Tt,,• DEMOLITION/EROSION & SEDIMENT CONTROL PLAN 2 of 17 � SALEM COMMON F SITE PLAN3 of 1 m n E•� r�. / f E G,Jt" •�,� ;r' 7 � a ma Q SOU'SH aF ✓ t 1� RE .. tdt F"""" 1 \' ! tae* t' R' r.: .,'• ?' {1, � 'ET ` SSp, N N S VA i. -;1}p581 � GRADING PLAN 4 of 17 TRE RM 5 sR a ► f �``.-.:,. r,, ,4 ` i ` ! DRAINAGE & UTILITY PLAN 5 of 17 N E T E m `' 4 ,, `�� "%' �• t� �' '%,:R. '1~'cnr!er !arf _ o o F am7lay'C; ., '• } ,, ,ry• �,. � 1 ,,, Z -+ y is _LANDSCAPE PLAN 6 of 17 rnm C ; F v .�� 5, .-p Cb•1 � '�" ;111 STREET T S � 9 , ��".r � ti'E,^' FIGHTING PLAN 7 of 17 �y �>y,� ,,,e�",f ,+ -.1• ,.'18 � ✓r'N'3tOftGA4J')t8 _ uf�ftt® i _ _ I mZ��E ".: ''��Yr .f,. Tf WETLANDS RESOURCE AREAS PLAN 8 of 17 ,Y a '•x? .,v t ,, ta�r�n i ,• r,• \ I I' ` m v. z X �,°. y z � DETAILS L • �; �- - �i� ., ,- ,, �,_�.s� I CONSTRUCTION SHEET .1 `��r:•t7�'Sr :N ,. �. y {,. _.,.. Y .,.. / . CONSTRUCTION DETAILS 7mmJ 3."✓ � { .. .. 4 _ R �vM 3 SHEET 10 of 17a.k "41 R f K CONSTRUCTION DETAILS SHEET 11 of 17 ll i 1 ` ` k 4• ''"Y"7 ,! \:}+ ......... �• .yr.tS4�iF ... J '. N �� ',• �'rp, 9i ° :'" "g —7, ' 11 3 t ZONE B m_--- — p ZONE C AGROUND LEVEL PLAN (BY OTHERS) 12 of 17 �i ZONE A4 \ Eliz i s'3 i.: .. 5 ° EE� :.5.,, t " (E e " e r I '; j 5r_ t ..: ", ., {, 13 of 17zi L11) �` ` I `# SECOND FLOOR PLAN (BY OTHERS) > ,!`.� I= THIRD FLOOR PLAN (BY OTHERS) 14 of 17 ,,����' KEY MAP � FIRM MAP ��� SIXTH FLOOR PLAN (BY OTHERS) 15 of 17 SCALE: 1"=2,000' SCALE: 1"=500' UNDERGROUND PARKING PLAN (BY OTHERS) 16 of 17 I r J ROOF PLAN (BY OTHERS) 17 of 17 s GI BOUNDARY&TOPOGRAPHIC SURVEY (BY OTHERS) 1 of 1 = Q Q Q U } _ PREPARED BY ~ ~ ~ m LER 1 ' •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH T ~ ~ WALES, PENNSYLVANIA MELVILLE, NEW YORK 0 0352 TURNPIKE ROAD BOHLER ENGINEERING Poce (215) 393-8300 (516) 872-2000 , ( ) SO(THBjR0, MA 01772 C UN NEW J00 STERLING, VIRGINIA WA7CHUNG, NEW JERSEY ~ 0 0 703 709-9500 508 480-9'900 Q PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: 352 TURNPIKE ROAD o o m7) PROPOSED m# LOT 41, MAP #34NIUM & RETAIL DEVELOPMENT COVER SHEET C6 w w 289 DERBY STREET, CITY OF SALEM L z z ESSEX COUNTY MASSACHUSETTS 5 S OUTHB O RO MASSACHUSETTS 01772 o a 0- a a SCALE:(H) AS DATE: 04/28/04 SHEET No: Lu Y.D . GOEBEL S. �� SEY V NOTED w w w w o O� PG DRAWN BY: PROJECT No: uj bi Li N TAG W040937 i (508)480-9900 1111 s _v% CHECKED BY: CAD I.D. #: 0 0 0 o PROFESSIONAL ENGINEER FA&S EER LIVID W040937ss5 OF 17 O o o N O MASSACHUSETTS LICENSE No. 42644 SETT o. 35424 A o RHODE ISLAND LICENSE No. 7268 No. 9308 REV. No. O o CONNECTICUT LICENSE No. 21854 M 8 j NEW HAMPSHIRE LICENSE No. 10280 VER o. 7110 L' N 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - DEMOLITION NOTES: 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE ii AND LOCAL REGULATIONS. ISI 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE GROUND. 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS. 4. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS. 6. BREAK UP CONCRETE SLABS-ON-GRADE, UNLESS OTHERWISE DIRECTED BY TOWN AND COUNTRY HOMES, INC. 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. �\ EXISTING ROCK SEA 8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, \ WALL (TO REMAIN-TYP) SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF 0 (J APPLICABLE). 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE r NL BE 83.21' � l DEMOLISHED TO AREA OF THE EAI DEPTH OF GNATED U NOTE LESS THAN ONE OOTNGS. ALL R EOLOWDPROPOS DATION TPAVEMENTNGGRADE.LBREAK GR- BASEMENT FLOOR SLABS. SEAL ALL OPEN UTILITY LINES WITH CONCRETE. � BLDG. ON LINE I E ROCK� DRILL HOLE PILE (TBR) 29,32 FOUND 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND PERSONNEL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL I PROPOSED HAYBALE PERSONS. /SILT FENCE SILTATION 11. REFRAIN FROM USING EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF TOWN AND COUNTRY BARRIER (TYP) ' \ HOMES, INC. AND APPLICABLE GOVERNMENTAL AUTHORITIES. f12. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, I MAP 34 \ WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF TOWN AND COUNTRY LOT 441 HOMES, INC. AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. PROVIDE ALTERNATIVE ROUTES EXISTING 6" s I N/F LANDS OF AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. IF REQUIRED BY APPLICABLE GOVERNMENTAL TREE (TBR) GEORGE D. BELLEAU, TRUSTEE REGULATIONS. I p 289 DERBY STREET REALTY TRUST D.B. 21356, PG. 130 13. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURE EXISTING EXISTING MONITORING WELL (TBR-TYP) # AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED! BY THE DEMOLITION OPERATIONS. RETURN ALL I //-LANDSCAPEf (MONITORING WELL REMOVAL TO BE ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. MAP 34AREA (TBR) COORDINATED WITH LANDLORDS I' ® 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUICH A MANNER AS TO PREVENT THE N ENVIRONMENTAL CONSULTANT PRIOR TO LO LAN440 DS OF 0 ' 4 CONSTRUCTION) UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. N/FSOUTH HARBOR HOLDINGS, LLC ' 15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS, RESULTING FROM THE DEMOLITION OF D.B. 14166, PG. 215 cv STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS (CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS; AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. WATERIAL FROM DEMOLITION MAY NOT BE USED ' PROPOSED HAYBALE ' /SILT FENCE SILTATION 11.0' AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNIDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH, DEBRIS. I PROPOSED HAYBALE BARRIER (TYP) MAP 34 LOT 442 /SILTF'ENCE SILTATION PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND TYP -_ --- N/F LANDS OF COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM( DENSITY. GRADE THE SURFACE TO MEET BARRIER EXISTING 12 (TYP) f WOOD 1 STORY AMERADA HESS FACILITIES , ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. TREE (TBR) I .ti /�FRAME SH ,ED STEPS BRICK BUILDING BUSINESSD.B 17202 TRUST PG•24498-1 16. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, l MASONRY I (TBR) r2 SALVAGEABLE ITEMS HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE < -X1--1/-Z STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS I n WALL (TBR) SHALL BE VENT DEPARTMENTCORMOTHER APPROPRIATE AREGULATORYHAGEINCCIIES AND DEPARTMENTS.IED BY THE FIRE i- L _. 8' HIGIi_.CNA N LINK FENCE (TBR) N I GATE -T�i%-777'T; �i%%77TTT- N -_ (TER) I GATE '--�s _ ,`_ �, 17. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTILITIES SERVING THE STRUCTURE(S) TO BE A.G. DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL TANK I I UTILITY DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE (TBR) I I THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT BRICK STOIRLDING I i/ �' j ASPHALT j MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THE it I rPAVEMENTf i CONTINUATION OF SERVICE. 1 STORY (TBR) I I MASONRY ' 18. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE APPROX. LOCATION U.G. FUEL j BUILDING (TBR) /I STORAGE TANKS (TBR) ® ,:> CONSIDERED TO BE "EXISTING TO REMAIN". ` ' Y T APPROX, LOCATION OF EXISTING UNDERGROUND N ELECTRIC SERVICE TO ADJACENT PROPERTY (TOf GONC. TANK ( l METAL I MAT (TBR) I ' 3 COVER j v BE RELOCATED) (CONTRACTOR TO COORDINATE OVERHEAD I I • , I SERVICE RELOCATION WITH SALEM PROPERTY O 1 r LINES (TBR) jl I I • I (TBR-TYP) OWNER AND ELECTRIC COMPANY PRIOR TO CONDUIT 1', J i ' ! 0 I CONSTRUCTION) r, • /1�1 '11 G//11111.T i i I I APPROX, LOCATION OF CONIC. WALK PROPOSED STABILIZED (TBR) ____ CONSTRUCTION ENTRANCE \ ASPHALT �_, 24.0' (CANOPY /-PAVEMENT-/ CONC. ISLAND (TBR) ' I COLUMN MAT (TBR) O I (TBR-TYP) I ' I . SIGN 2 " ��1 �[ I`,I COASTAL (TBR) i FUEL DISP. I \ z CONC. PUMP; (TBR-TYP) H i� CONC. CURB BLDG. ON LINE i ISLAND (TBR-TYP);` y DIRT _ i 128'± (DEED) U RR SPIKE 00''510 E — �� _ AREA 110.00' FOUND � " •rte 1 Z.17�17= r. POST c — — METAL �� P.O.H-:-- 382.87' PAY PHONE (TBR) / BRICK \ ASPHALT APPROACH COVER❑ RRSPIKEFOUND 6' METAL CONIC. WALK PAVERS I (TBR) J S TBR) _ _ J (TBR) L-- ---_-- POST C PLANTER (TBR) l� F^ RANC B o CONIC. APRON (TBR) EXISTING CONC. EDGE OF C METAL �TYP)PAVEMENT � - ` -- SECTION OF GRANITE +1 WALK (TBR) I I ° WHITE LN CURB (TBR) ° _=��_ EXISTING 86.6' DRIVEWAY APPROX. LIMIT OF PAINTED (TBR) SAWCUT/WORK LINE (TYP) Ir APPROX. LIMIT OF SAWCUT WORK LINE TYP ED DOUBLE YELLOW LNE ' I INLET TO RECEIVE FILTERPL 6 / ( ) pOUBLE YELLpW LNE EXISTING AREA LIGHT LJ FABIC (TYP 3 PLACES) p CIDppltJlEp (TO BE REMOVED AND RELOCATED) PAINTED WHITE LNE c; METAL BOLLARD) f (TBR - TYP OF 4) PAINTED WHITE LNE C J C-1 GRANITE CURB 5 3� r DERBY STREET CA.K.A. ROUTE 1A) (F.K.A. WATER STREET) a Q m (PUBL.IC-VARIABLE WIDTH R.O.W.) JMORLER ENGIENMAERINGV J6 (ASPHALT ROADWAY) •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS L > > NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK 0 0 352 TURNPIKE ROAD 5 5 (2,s) 393-8300 SOUTHBORO, MA 01772 (s1 s) a7z-z000 STERLING, VIRGINIA /508 480-9900 WATCHUNG, NEW JERSEY a� w Z Z (703) 709 -9500 \ (908) 668-8300 L m a o PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: c 3: 0 > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT DEMOLITION & EROSION LOT 441 ,rL IJ�� Lr'L�/r�LI�J 34 in m VO DEE MCTUILE �D �OO n GRAPHIC SCALE o m 289 DERBYMAP STREET, CITY OF SALEM CONTROL PLAN DCC OI�D�DOa R� ]D @C O��OI�I e 20 0 10 20 ao 80 = LU Uj z z ESSEX COUNTY, MASSACHUSETTS w w w W.D . 0oOo O Q N G S. RSEY SCALE:(V) 1 NON E DATE: 04/28/04 SHEET No: C�Oa4G�Of� pMC,�pO�C � Oal�� Ld w w w w o DRAWN BY: TAG PROJECT No: ( IN FEET ) � � � � v 1 inch = 20 ft. o - CHECKED BY: CAD I.D. #: a`. N PROFESSIONAL ENGINEER P 0 4L EER LMD W040937ss5 OF 17 MASSACHUSETTS LICENSE No. 42644 HU LI No. 36424 - o RHODE ISLAND LICENSE No. 7268 - No. 9308 REV. No. J D 01 r,0 0 CONNECTICUT LICENSE No. 21854 S 8 C 1j NEW HAMPSHIRE LICENSE No. 10280 VE . 7110 4 • I ) cv MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE L J Ir { ZONING ANALYSIS TABLE - ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) ZONE ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 2,000 SF 25,043 S.F. (0.575 Ac.) NO CHANGE EXISTING SEAWALL MINIMUM LOT AREA PER DWELLING 500 SF N/A 659 SFt (TO REMAIN) PROPOSED DECORATIVE RAILING MINIMUM FRONTAGE 120.0' 125.17 NO CHANGE (RAILING DESIGN TO BE COORDINATED MIN. FRONT SETBACK NOT DEFINED 3.9' 0' WITH SALEM PLANNING DEPARTMENT PRIOR TO CONSTRUCTION) PROP. VARIABLE WIDTH MIN. REAR SETBACK NOT DEFINED 89.1' 49.9' \ CONCRETE "HARBOR WALK" PROPOSED CONCRETE STAIRS TO COURTYARD AREA MIN. SIDE SETBACK 5.0' 10.5' 5.0' PIP) PROP. CONCRETE BENCH (TYP) MAX. BUILDING HEIGHT 70'/6 STORIES 1 STORY 62'/5 STORIES \ U71I PROPOSED PUBLIC MAX. BUILDNG COVERAGE •PROPOSED "PERIOD STYLE" YARD LIGHT COURTYARD/SEATING 509^ 8.1 % 48.5 % (EXACT YARD LIGHT FIXTURE TO BE ox N • � AREA COORDINATED WITH SALEM PLANNING I � 8 2 1' „ IV � PROPOSED CONCRETE STAIRS OPEN SPACE NOT DEFINED 55% 18% DEPARTMENT - TYP. 8 PLACES) 9 VV TO COURTYARD AREA ® PROP. LANDSCAPE DRILL HOLE FLOOR AREA RATIO BLDG. ON LINE I AREA 129-32' 2 ' FOUND 3:1 N/A 2.43:1 t I 9.32 0.9' N PROPOSED CONCRETE I PROP. LANDSCAPE BENCH (TYP) AREA BUILDING AREAS (PER FLOOR) IFIRST FLOOR (GROUND) 6,500 SOFT. PROPOSED PUBLIC SECOND FLOOR 12,150 SQ.FT. COURTYARD/SEATING THIRD FLOOR 11,345 SOFT. AREA I \\ MAP 34 FOURTH FLOOR 11,345 SQ.FT. LOT 441 FIFTH FLOOR 11,345 SOFT. PROP. LANDSCAPE vrn N/F LANDS OF SIXTH FLOOR 81108 SQ.FT. AREA GEORGE D. BELLEAU, TRUSTEE I 289 DERBY STREET REALTY TRUST D.B. 21356, PG. 130 TOTAL 60,793 SQ.FT. I PROP. CONCRETE BENCH (TYP) IPROP. CONCRETE PROP. HANDICAP RAMP WALL TYP WITH RAILING MAP 34 ( ) ® GENERAL SITE NOTES LOT 440 � I PROP. LANDSCAPE PROP. LANDSCAPE N/F LANDS OF AREA APPLICANT: TOWN AND COUNTRY HOMES, INC. OF NEW ENGLAND SOUTH HARBOR HOLDINGS, LLC I 21 0, AREA 5.1' D.B. 14166, PG. 215 cv 1 532LOWEELL STREET EAU PROP. CONCRETE ____ Li I BENCH (TYP) PEABODY, MASSACHUSETTS 01960 0 N PROP. 8" YARD DRAIN 2. LOT SHOWN ON ASSESSOR'S MAP 134 , LOT 1441 IN THE CITY OF SALEM, MASSACHUSETTS. PROPOSED CONCRETE (TYP, OF 3) 11 WALL WITH RAILING O MAP 34 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHICAL PLAN" AREA ° I PROP. LANDSCAPE Q LOT 442 PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED MAY 18, 2004 AND REVISED N/F LANDS OF THROUGH JUNE 1, 2004, SCALE: 1"= 20' PROPOSED CONCRETE 545' ° 1 STORY AMERADA HESS FACILITIES WALL (TYP) I BRICK BUILDING BUSINESS TRUST NO. 1998-1 4• Q'IILDING LAYOUT/DESIGN INFORMATION TAKEN FROM A PLAN ENTITLED GROUND LEVEL PLAN" BY THE PROP. VAN ACCESSIBLE " D.B.17202, PG. 244 MARTINS GROUP, 130 SYLVAN STREET, DANVERS, MA, DATED 9/1/04, SCALE: 1/8"=1'. HANDICAP PARKING SIGN "' 2 PROPOSED RAMP TO LOWER LEVEL (AFFIXED TO WALL TYP.) S o 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS - lll���,,,��� PARKING GARAGE (REFER TO I � ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE STRUCTURAL/ARCHITECTURAL PLANS FOR N 1 CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE ADDITIONAL INFORMATION) 17,9'O CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN� WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROPOSED CONCRETE o PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO TRANSITION WALL WITHb O COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH RAILING 2 20.0' 9.0' LOCAL REGULATIONS AND CODES. 1 STORY 4.5' _ BRICK BUILDING (� _ 6. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE STATE 0f MASSACHUSETTS HIGHWAY 19.0, 9 O, DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. 3 <= 7. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH ;OWN & COUNTRY HOMES, INC. SPECIFICATIONS. N CENTRAL DEVELOPMENT J p e N PROPOSED ® B-J ZONE 3 PROPOSED = T 8. LOCATION Of ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR ASPHALT z HANDICAP RAMP EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE • 9.0 PAVEMENT PROPOSED � CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. O (TYP) CONCRETE WALK I 9. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE N ® PROPOSED 5' ) CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. PROPOSED PROPOSED 0 ° j WIDE CONCRETE DOWNSPOUTS (TYP.) ASPHALT O `J " SIDEWALK 10. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO BE REMOVED AND DISPOSED OF IN PAVE�IENT� z ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. PROPOSED 11. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. LANDSCAPE AREA O o o PROPOSED 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS r� PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER PROPOSED PROPOSED 4" WIDE HANDICAP RAMP I DEPARTMENTS TO CONCRETE WHEEL PARKING STRIPING (TYP) O 13. CONTRACTOR SHALL ANOTIFY RK TLOCAL FIRETHEIR DEPARTMENTAND OBTAIN PROPER TRADE PERMITS. IT IS THE STOP (TYP) RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE FIRE DEPT. AND BUILDING DEPARTMENT 48 HOURS FIRST FLOOR Z ® AREA=6,500 S.F. PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROP. "STOP" STOP AND 5.01 o "STOP" BAR M 76.6' 14. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF 5.1' CONC. CURB CONSTRUCTION OR SITE CLEARING. BLDG. ON LINE d��� EED DIRT RR SPIKE 15. ALL L25• AREA110.DD' FOUND 16. ALL WORKCONCETE AND BITUMINOUS S TO BE PERFORMED INTACCORDANCE WITHMATCH O.S.H.A.ING GRADES. REQUIREMENTS. "^ POST II !• 17. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND x PROPOSED 24.0 DRIVEWAY I "II' P.O.B. 382.87' FEDERAL REGULATIONS. C\ PROP. GRANITE I I� �il,i i� ❑ �' RR SPIKE 6" CURB (TYP) Q' FOUND POST CONC. 0 0 PROP. RELOCATED - RA TIE C B 18. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT �= � I AREA LIGHT r EDGE OF OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS -, � STRUCTURES, METAL POST(TYP) 7PROP. CONCRETE ( I PAVEMENT 19. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER � h �� �� '` PROP. LIMIT OF PROP. GRANITE SIDEWALK (TYP) APPROX. LIMITS OF PROPOSED o o -��-E WN1TE LNE SAWCUT/WORK CURB (TYP) CONCRETE SIDEWALK OF RECORD" IS STRICTLY PROHIBITED. LINE (TYP) EXISTING CATCH BASIN 20. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY 115.3 (TO REMAIN - TYP.) ENGINEER OF RECORD OF ANY CONFLICTS. _ PROP. LIMIT OF 21. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO GRANITE CURB TED DOUBLE YELLOW LNE LNE BE "EXISTING TO REMAIN". I M PAINTED DOUBLE YELLOW 21. LOCUS IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING) AND PARTIALLY 3 PAINTED WHITE LNE IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS c; DETERMINED TO BE 10'). •, T U pp �a, • IWHITE LNE ` `" jj�• J (GRANITE CURB c s y GI 1Tr DERBY STREE (A.K.A. ROUTE 1A) LO 0 CD 0 �' (F.K.A.. WATER STREET) a Q Q Q m ENGINEERING,(PUBLIC-WARIABLE WIDTH R.O.W.) T00 ((ASPHALT ROADWAY) •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA c; 0 0 352 TURNPIKE ROAD MELVILLE, NEW YORK r (215) 393-8300 to L Z 5CZ7 g(Z9 (516) a7z-2000SOUTHBORO MA 01772N5WATCHUNG, NEW JERSEY (703) 709I900 (508) 480-9900 (908) 668-8300 w a � o o PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND o > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT TITLE: c; GRAPHIC SCALE o m � � 289 DERBY S REET, CITY OF SALEM LOT SITE PLAN zo 0 10 20 ao 80 Q z z ESSEX COUNTY MASSACHUSETTS A SCALE:(H) 1"=20' DATE: 3 o a Lo a �` W.D . GOEBEL S. �*� SEY V NONE 04/28/04 SHEET No: F- cn co In v1 E i' f > > > > E DRAWN BY: PROJECT No:v TAG W040937 ( IN FEET ) I inch = 20 ft. a �r L HECKED BY: CAD I.D. #: 0 00 N PROFESSIONAL ENGINEER I ER LMD W040937ss5 OF 17 / RHODE ISLANDSLCENSEENo.726844 N No. 36424 J o rn rAL No. 9308 REV. No. C o o CONNECTICUT LICENSE No. 21854 MAIN 408 > NEW HAMPSHIRE LICENSE No. 10280 VERMONT LI N No. 7110 L T V� CV - MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 -- i i 1 GENERAL GRADING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 1.0% MIN. SLOPE AGAINST ALL ISLANDS GUTTERS, CURBS AND ON ALL CONCRETE SURFACES, AND 1-1/2% MIN. ON ASPHALT, TO PREVENT PONDING. ANY DISCREPENCIES THAT MAY EFFECT THE PUBLIC SAFETY OR JOB COST, MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION AFTER DESIGN DISCREPANCIES HAVE BEEN FOUND IS DONE SO AT THE CONTRACTOR'S OWN RISK. FINAL GRADING OF COURTYARD 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED AREA TO BE COORDINATED WITH INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR MATCH ARCHITECTURAL PLANS EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED EXISTING INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR To THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL So (J 7'j, COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. TB= 9.75 0j, INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY 86= 7.931 N `2�9 TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. � » VV 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE. FIELD 8 ® DRILL HOLE ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING FOUND CUT SHEETS PRIOR TO INSTALLATION. TW=1 . 0 129.32, 0.9' N BW=13.00 MATCH 4. REFER TO SITE PLAN (SHEET 13) FOR ADDITIONAL NOTES. 00 EXISTING 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. I \ 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES, NOTIFY TB= 8.75 ENGINEER OF RECORD OF ANY CONFLICTS. I 7 68= 7.00 MAP 34 Tw=13.ao LOT 441 BW=12.00 ND. LANDS OF TRUSTEE TW=13.00 SLOPE; 8 _ 289 EDERBY STREET REALTY RUST TW=13.00 BW=13.00 D.B. 21356, PG. 130 '12 MAX --$ BW= 8.72 i TB= 8.75 BB= 8.62 MAP 34 N ---9- LOT 440 co N/F LANDS OF _ SOUTH HARBOR HOLDINGS, LLC '-meg\ - TW-12.00 10- - _BW_8_90 _____ GRADING LEGEND: D.B. 14166, PG. 215 N =1 0) TW=12.00 / BW=10.4 FFE=10.49 Bw= 9.65 i _ 61 EXISTING CONTOUR & ELEVATION TW=10.00 2% MAX. SLOPE 11'Q BW= 9.40 IN ALL I MAP 34 ° DIRECTIONS IN I NLT 442 /O LANDS OF 61a+x EXISTING ELEVATION ADA PARKING ° AMERADA HESS FACILITIES 5$ PROPOSED FINISH GRADE CONTOUR & ELEVATION 10.49 AREAS BUSINESS TRUST NO. 1998-1 TW-13.00 D.B.17202, PG. 244 TC 61,05 T5=10.39 , I PROPOSED TOP OF CURB & FINISHED GRADE ELEVATION BW=10.49 65=10.06 10.49 10 BC 60.55 1006 rs=1o.39 1 N I TS 146.90 PROPOSED TOP OF SIDEWALK & FINISHED GRADE ELEVATION 10.12 BS=10.06 V IBS 146.23 TW10.05 co 9.97 BW-_10.05 I TB 10.43 10.29 ° (� =___: �r0_ \ BB 9.90 PROPOSED TOP OF BENCH & FINISHED GRADE ELEVATION 10.05 9.75 . 145.85 PROPOSED SPOT GRADE to -TS=10.39 TS=10.41 �� RS=10.06 1 10.47 BS-10.08 TS i © - BS= PROPOSED DIRECTION OF RUN-OFF r ,N BS=9.79 1/ i5==10.39 GRT=9.40 BS=10.06 10.49 0 I 0 ��- 10.47 o a ° 10.49 \ TS=10.39 wW 8S=10.06 _ M � RIDGE LINE TS=10.47 B =10.1210.63 e O 10.51 JFFE=10.49 10.49 Z ® I ? TC-10.72 � 10.54 10.49 10.49 10.20 BC=MATCH 10.35 i 1� EXISTING dOO.SD RR SPIKE 25. �o' 110.00' FOUND --- - -lo- -��P.O.B. 382.87' 10.41 - -�--10.41 RR SPIKEN, FOUND\ C: C\ - MATCH -10-- EXISTING TC=10.44 BC=MATCH TC=10.18 BC-MATCH EXISTING c� BC=10.10 EXISTING It Cr '1j, -1% \ TC=10.151 U BC=MATCH \ EXISCID TING Lr T i J a DERBY STREET (A.K.A. ROUTE 1A) 0 0 co (F.K.A. WATER STREET) a Q Q Q m LER E:NGINEE13MIN i (P'UBLIC-VARIABLE WIDTH R.O.W.) BORG, P.c. u_ •CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• D :D NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK +' 0 0 352 TURNPIKE ROAD _ g g SOUTHBORO MA 01772 WATCHUNG, NEW JERSEY (215) 393-8300 516 872-2000 STERLING, VIRGINIA � L Z C7 C7 (703) 709-9500 (508) 480-99001 z z (9oa) 668-8300 w _ L Y O TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND a 9 PROJECT: TITLE: 01 o > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT GRAPHIC SCALE " m m LOT #441, MAP #34 GRADING PLAN o C6 289 DERBY STREET, CITY OF SALEM L a z z ESSEX COUNTY MASSACHUSETTS <% 20 0 10 20 40 80 a 3 a- 0- a- W.D . GOEBEL S. �* SAY SCALE:(V) 1'NONE DATE: 04/28/04 o d a s \ j SHEET No: N � U) � E > > > > E c DRAWN BY: PROJECT No: ( IN FEET ) l / TAG W040937 L I inch = 20 ft. `^ CHECKED BY: CAD I.D. #: 0 0 0 PROFESSIONAL ENGINEER R FL I T L4 EER LIVIDW040937ss5 J' 0 0 o N p MASSACHUSETTS LICENSE No. 42644 No. 361424 t OF 17 J' o RHODE ISLAND LICENSE No. 7268 N No. 9308 REV. No. o o CONNECTICUT LICENSE No. 21854 MAI 08 J O / t > NEW HAMPSHIRE LICENSE No. 10280 VERMO No. 7110 4 t- - r7 N MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - ff i PROPERTY LINE PROPOSED 8" DUCTILE IRON FIRE SERVICE SOUTH RIVER INFORMATION (PIPE TO BE POLYURETHANE COATED) PROPOSED 2" CURB STOP BOX IN ACCORDANCE 5.0' WITH THE CITY OF SALEM STANDARDS MEAN ANNUAL HIGH WATER ELEVATION= 4.89' MEAN HISTORICAL HIGH WATER ELEVATION= 5.33' PROPOSED 2" COPPER DOMESTIC WATER SERVICE DRAINAGE CALCULATIONS PROPOSED 8" GATE PROJECT: TOWN & COUNTRY HOMES OF NEW ENGLAND VALVE WITH PROPOSED CONDOMINUM & RETAIL DEVELOPMENT GENERAL UTILITY NOTES RESTRAINT JOINT 5 0+ EXISTING 10" LOCATION: 289 DERBY STREET, CITY OF SALEM WATER MAIN ESSEX COUNTY, MASSACHUSETTS 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY (TYP)\ INFORMATION AND UTILITY INV ERT ELEVATIONS PRIOR TO COMMENCEMENTT ANY EXISTING CONDITIONS CONSTRUCTION.CONTRACTOR TO ENSURE 1.0X MIN. SLOPE ALONG ALL GUTTERS TO INV OUT=5.521 PREVENT PONDING, THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL I CUT AND CONNECT TO PROPOSED 10" -DRAINAGE TO DERBY STREET: DISCREPANCIES AND OTHER CONDITIONS THAT MAY EFFECT PUBLIC SAFETY AS WELL AS 11'-8" C.I. EXISTING WATER MAIN GATE VALVE TOTAL LAND AREA = 7,273 SF (.17 ACRES) THE PROJECT COST TO THE ENGINEER IMMEDIATELY IN WRITING. 0 INTENSITY (100 YEAR) = 7.5 INCH/HOUR S=0.01 PROPOSED 10" PROPOSED 2" C VALUE _ .9 (ALL IMPERVIOUS) 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST GATE VALVE CORPORATION STOP WITH BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT N 83°2 j� �T�j PROPOSED 10"x8" TEE STAINLESS STEEL STRAPS Q = CIA OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY T 9,, W 1V WITH RESTRAINT JOINT = I (75) 17 SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR AND THRUST BLOCK IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL ® INV OUT=5.69± DRILL HOLE BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL PROPOSED VORTECHNICS MODEL 2 129_ Q 9 NN Q = 1.15 CFS COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS STORMWATER QUALITY UNITNIT 32 WATER CONNECTION DETAIL -DRAINAGE TO SOUTH RIVER: UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND RIM=VARIES 17,770 SF .405 ACRES) INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF TOTAL DRAINAGE AREA - INV IN=5,63± NOT TO SCALE - ( CONSTRUCTION. INV OUT=5,631 14,186 SF (.325 ACRES) = LANDSCAPING !� 3,584 SF (.08 ACRES) = IMPERVIOUS 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL 53' - 8" C.I. ASPHALT GRADE, FIELD ADJUST TO CREATE A MIN OF iX GUTTER GRADE ALONG CURB S=0.01 INTENSITY (100 YEAR) = 7.5 INCHES FACE, ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. PROPOSED TIE-IN FRO OUTLET TO BE FITTED WITH TIDEFLEX VALVE C VALUE = (.3300) + (.07x.9) / .405 PARKING GARAGE DRAINAGE OR APPROVED EQUAL (TYP 2 PLACES) \ C = ,42 4. REFER TO SITE PLAN (SHEET 13) FOR ADDITIONAL NOTES. SYSTEM AT INV=6.10 MAP 34 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. 214' - 8" C.I. LOT 441 Q = CIA 5=0.0085 �J N/F LANDS OF = .42 (7.5) .405 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL GEORGE D. BELLEAU, TRUSTEE 43 8" C.I. 289 DERBY STREET REALTY TRUST = 1.28 CFS CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. ' - S=0.01 D.B. 21356, PG. 130 PROPOSED CONDITIONS 32' - 8" C.I u/ MH -DRAINAGE TO SOUTH RIVER: S-0.01 RIM=9.12 MAP 34 INV=5.67 TOTAL LAND AREA = 25,043 SF (.575 ACRES) LOT 440 N Y ® 1,825 SF (.042 ACRES) = LANDSCAPED N/F LANDS OF o a s'�,yp 23,218 SF (,533 ACRES) = IMPERVIOUS SPECIAL UTILITY NOTES SOUTH HARBOR HOLDINGS, LLC D.B. 14166, PG. 215 N Z INTENSITY (100 YEAR) = 7.5 INCHES Co SEE SPECIAL UTILITY NOTE ---'-'--- C VALUE = (.0420) + (.533x.9) / .575 C = .86 1. ARCHITECT SHALL REVIEW AND VERIFY SIZES AND TYPES OF ALL PROPOSED UTILITIES #6 (TYP 4 PLACES) I PRIOR TO CONSTRUCTION. 1 j p Q = CIA 2. ARCHITECT SHALL PROVIDE FIRE FLOW ANALYSIS ASSOCIATED IWITH THE PROPOSED MAP 34 = .86 (7.5) .575 DEVELOPMENT PRIOR TO CONSTRUCTION. ARCHITECT SHALL ALSO VERIFY CAPACITY OF FFE=10.49 c LOT 442 Q = 3.71 PROPOSED DOMESTIC AND FIRE SERVICE LINES. �I N/F LANDS OF 0 AMERADA HESS FACILITIES PROP. B" YARD DRAIN BUSINESS TRUST NO. 1998-1 3. ARCHITECT SHALL PROVIDE ESTIMATED DAILY SEWAGE FLOW CALCULATIONS FOR THE (TYP. OF 3) II D.B.17202, PG. 244 PROPOSED DEVELOPMENT AND VERIFY CAPACITY OF PROPOSED SANITARY SEWER LINES 180' - 8" C.I. o PRIOR TO CONSTRUCTION. S=0.01 _ I SUMMARY OF DRAINAGE CALCULATIONS 4. ARCHITECT SHALL REVIEW LOCATION, INVERTS, AND SLOPES CIF STORM DRAIN STRUCTURES AND PIPING FOR COMPATIBILITY WITH PARKING GARAGE CONSTRUCTION UPON PROPOSED "WYE" III DRAINAGE TO DERBY STREET: PREPARATION OF FORMAL ARCHITECTURAL PLANS, ARCHITECT IS RESPONSIBLE FOR CONNECTION 75' - 6" C.II. CO 00 I NOTIFYING ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY INV (TOP)=7.48 THE ENGINEER OF RECORD SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY S=0.003 INV 7'711 EXISTING = 1.15 CFS THE ARCHITECT. PROPOSED = 0.00 CFS PROPOSED "WYE" 15 1 z 111. �p o I DIFFERENCE _ -1.15 CFS 5. CONTRACTOR TO PROVIDE WEEP HOLES IN PROPOSED RETAINING WALLS PER I CONNECTION l, MANUFACTURERS SPECIFICATIONS TO ALLOW FOR POSITIVE DRAINAGE WITHIN LANDSCAPED INV (TOP)=7.52 II AREAS. k FLOOR ^?.AIN 11 DRAINAGE TO SOUTH RIVER: 6, INTERIOR ROOF DRAINS TO BE CONNECTED TO STORM DRAINAGE MANAGEMENT SYSTEM " GRT=9.40 8_CMP BEING PROPOSED. ARCHITECT SHALL BE RESPONSIBLE FOR VERIFYING PROPOSED INTERIOR 60' 6" C.I. INV=7,81± ROOF DRAIN LOCATIONS AND CONNECTION LOCATIONS UPON COMPLETION OF i rn - N S=0.005 l PROPOSED = 3.7$ CFS EXISTING = 1.2CFS N RIM=S 71 �// INLET DIFFERENCE = +2.43 CFS ARCHITECTURAL DRAWINGS.NV=6.21 GRT=9.47 O INV=6.37 I r N ac o ® ill " NOTE: EXISTING WATER AND SEWER (CONNECTIONS S=0.01 (TYP. 6 PLACES} W 2 - 6 C.I. //� S=0.01 (TYP. 7 PLACES) UTILITY CONTACT LIST TO BE CUT AND CAPPED AT MAIN. 0 I I( 11 APPROX. LOCATION OF PROPOSED APPROX. LOCATION OF APPROX. LOCATION OF CABLE TELEVISION SERVICE PROPOSED 8" CAST IRON PROPOSED ELECTRIC o/ / INLET UTILITY PHONE # > SANITARY SEWER SERVICE /� INV GRT=706 `_ SERVICE EXISTING ELECTRIC 2 KEYSPAN (781) 466-5220 `JS=0. - 8" C.I. (800 01 (MIN.) ) SERVICE HAND HOLE INV=7,471 5=0. c0 (TO REMAIN) COMCAST TELEPHONE266-2278 �^ �r� RR SPIKE DEED CO MASS ELECTRIC (800) 542-2031 UTILITY LEGEND '> 25. INV=7.471 110.00' FOUND J 01 APPROX. LOCATION OF PROPOSED I1I�;T �i' mP,O,g, 3s2,87° CITY OF SALEM NATER DEPARTMENT (978) 745-9595 W APPROXIMATE LOCATION EXISTING UNDERGROUND WATER LINE T UNDERGROUND TELEPHONE SERVICE _ 1 I; N - E --- E---- -- RR SPIKE ® (CONTRACTOR TO LOCATE EXISTINGFOUND o o EXISTING SANITARY SEWER f TELEPHONE SERVICEAND RE-USE GD -36 _ -___ _ __= CITY OF SALEM SENIER DEPARTMENT (860) 432-6000 c APPROXIMATE LOCATION EXISTING UNDERGROUND GAS LINE J/ THE GREATEST EXTENT POSSIBLE) O APPROX. LOCATION U.G. ELEC. LINE PER w SAN MH UTILITY MARKOUT B INLET \ NL EXISTING POWER POLE & OVERHEAD ELECTRIC LINES RIM=11.19 II INLET sll GRT=9.65\ TC=1D.07 _ _ COMCAST CABLE (800) 266-2278 OH BOT=3BLE GRT-10.04 STORM MH SII INV=5.35(A)� I I GRT=9.52 E APPROXIMATE LOCATION EXISTING UNDERGROUND ELECTRIC LINE :NO PIPES VISIBLE) O all INV=6.29 RINV�52f�1 IA INV=5.9±(B) _ E� INV=7.32 -- INV=4.8f_B _ r APPROXIMATE LOCATION EXISTING UNDERGROUND TELEPHONE LINE 12'PIPE __ - t �ApO I�CATION U.G. ELEC. LINE PER Q A B_ UTI TY KOUT 48'CHANNEL PER TOWN SEWER PIANS(NOT F IELD VERIFIED} MH 5AN __ __ - �- Er W ------- W ------- W --X--a+- - E- -- RNA=937 L ---, -- - - - - _- - �A:� ___ W _ _--_- W -__---� INV=-0.93 EXISTING YARD LIGHT `STORM MH �C 4-- APPROX. LOCATION OF PROPOSED 8" _APPROX. LOCATION U.G. WATER LINE IA; \��^ / IRNV=3.722 ��'/ � PER TOWN W/ATER PIANS EXISTING UTILITY POLE /--' ELEC MH SANITARY SEWER CONNECTION (CONTRACTOR + -1" RIM=10.32 TO VERIFY EXISTING INVERTS AND /_- COORDINATE CONNECTION WITH COCCAL EXISTING CATCH BASIN MH SEWER SEWER DEPARTMENT PRIOR TO CONSTRUCTION) \\. �- RIM=10.82 tf, Y INV=5.2±(A) TOP=8.4t APPROX. LOCATION U.G. ELEC. LINE PER W PROPOSED WATER LINE ELEC MH Cr. ELEC .2 INV=4.7±(B) HOT=-2.0±C - RIM-_11.22 � � -� RIM=10.36 INV=4.5±(C) UTILITY MARKOUT c PROPOSED GAS MAIN TEL�wi APPROX. LOCATION OF 10" WATER MAIN (PER CITY ` �_ SAN MH RIM=11.09 OF SALEM DPW WATER SERVICE CARD SEE DETAIL -- E ---- E- `' LIGE&T PROPOSED UNDERGROUND ELECTRI EL PHONE �ERVICE' C BOT1=11.70E ) (NO, & SIZE OF CONDUITS NOT DE.FIN D) THIS A A PROPOSED SANITARY SEWER AND ST M PRAI�LINE C?� 3 (NO PIPES VISIBLE) ,�y , APPROX. LOCATION OF PROPOSED ,U1K�R, z� 8" DUCTILE IRON FIRE SERVICE E R B Y STREET INLET COO PROPOSED CLEANOUT SITE: I:""'LAN LINE (CONTRACTOR TO VERIFY MAIN GRT=9.73 LOCATION AND COORDINATE $NV PIP V ` PROPOSED CONNECTION WITH LOCAL (NO PIPE VISIBLE) �. (A.K.A. ROUTE 1 A) WATER DEPARTMENT PROIR TO CONSTRUCTION) (F. K.A. WATER STREET) " (PUBLIC-VARIABLE WIDTH R.O.W.) ~ ~ a m � IN:KEPUNP.a. APPROX. LOCATION OF PROPOSED 2COPPER ENG , F & CONSULTING ENGINEERS" PROJECT MANAGERS " ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- SERVICE LINE (CONTRACTOR TO M A •CIVIL NORTH WALES, PENNSYLVANIA O0 0O (215) 393-8300 352 TURNPIKE ROAD MELVILLE, NEW YORK _ >, b VERlflf MAIN LOCATION AND COORDINATE PROPOSED CONNECTION �, g 5 STERLING, VIRGINIA SOUTHBORO, MA 0177'2 (516) 872-2000 WATCHUNG, NEW JERSEY WITH LOCAL WATER DEPARTMENT z (703) 709-9500 (508) 480-9900 w z z (908) 668-8300 Fn a a PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLANID TITLE: PRIOR TO CONSTRUCTION APPROX. LOCATION OF PROPOSED 3 0 > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT PVC NATURAL GAS SERVICE GRAPHIC SCALE (CONTRACTOR TO VERIFY EXISTING Otf 0 m m LOT #441 , MAP #34 DRAINAGE & m Lu 3 289 DERBY STREET, CITY OF SALEM UTILITY PLAN Lu w L 4" MAIN LOCATION WITHIN DERBY 20 0 10 20 40 80 0 a z z ESSEX COUNTY MASSACHUSETTS bi Li LiSC (H) 1"=20' DATE: 04 28 04 SHEET No: i STREET AND COORDINATE N ;N N E W.D . GOEBEL ' e �'* SEY ALE:(H) NONE � CONNECTION WITH LOCAL GAS _ o w a a W a, COMPANY PRIOR TO CONSTRUCTION) > E ( IN FEET ) w w w w o STIEPHE DRAWN BY: PROJECT No: TAG W040937 1 inch = 20 ft. �t It It v wb0 0 0 0 2 HECKED BY: CAD I.D. #: PROFESSIONAL ENGINEERR F J O o o Na MASSACHUSETTS LICENSE No. 42644 �� .o � 4 EER LMD W040937ss5 OF 17 c% RHODE ISLAND LICENSE No. 7268 0. 36424 O O r No. 9308 REV. No. r r- O O CONNECTICUT LICENSE No. 21854 MAI 08 N MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 i_ NEW HAMPSHIRE LICENSE No. 10280 VERMO o. 7110 PLANTING NOTES 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, i MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. LANDSCAPE SCHEDULE 3, PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS KEY OTY BOTANICAL NAME COMMON NAME SIZE REMARKS AND INJURIES. SHADE TREE 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE TCG 1 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2 1/2-3" CAL B+B GROWTH OF PLANT MATERIAL. ORNAMENTAL TREE 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISIONS SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR CK 5 CORNUS KOUSA KOUSA DOGWOOD 8'-10' B+B FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE MB 1 MALUS BACCATA SIBERIAN CRABAPPLE 2-2 1/2" CAL B+B AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON, ALL REPLACEMENTS SHALL HAVE 6 A GUARANTEE EQUAL TO THAT STATED ABOVE. EVERGREEN TREE 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. 10 2 ILEX OPACA AMERICAN HOLLY 6-8' g+g IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. EVERGREEN SHRUB ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. ICC 4 ILEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 24-30" #3 CAN 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE \ IGC 10 ILEX GLABRA COMPACTA DWARF INKBERRY HOLLY 24-30" #5 CAN WITH ANSI 260 (REV. 1980) "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE PMM 9 PINUS MUGO MUGUS DWARF MUGO PINE 18-24" #3 CAN AMERICAN ASSOCIATION OF NURSERYMEN, INC. TH 5 "TAXUS MEDIA "HICKSII" HICKS YEW 30-36" B+B 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS 28 BACK FILUNG PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING So AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. DECIDUOUS SHRUB 0.1• PFA 12 POTENTILLA FRUTICOSA 'ABBOTSWCOD' ABBOTSWOOD CINQUEFOIL 18-24" #3 CAN 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR N , - RR 10 ROSA RUGOSA JAPANESE SHORE ROSE #3 CAN CONTAINER BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY, 2 1 MB 9 VV SBG 18 SPIREA X BUMALDA 'GOLDFLAME' GOLD FLAME SPIREA 15-18" #3 CAN 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN 7 EFEN DRILL HOLE VTC 16 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 24-30" B+B WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. _129.32, 09NN 56 ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PRUF' OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. _ 1 CK GROUND COVER 3 RR 2 VTC EFEN 38 EUONYMUS FORTUNE[ 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" #3 CAN 11, NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING 15 EFEN STRUCTURES AND SIDEWALKS. 5 TH VM _1 VINCA MINOR PERIWINKLE/MYRTLE 2 1/4" PEAT POTS 1 YR. PLANT 39 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP PERENNIAL TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE I TCG ` CENTER OF THE PIT. HVR 66 HEMEROCALLIS VARIETIES PEACH-RED-YELLOW DAYLILY 1 GAL CONTAINER 10 IGC 13. ALL INJURED ROOTS SHALL BE PRUNED UTILIZING CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS BEFORE MAP 34 \ NOTE: IF ANY DISCREPENCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. PLANTING. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES T 441 (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, LO f LON/F LANDS OF THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE GEORGE D. BELLEAU, TRUSTEE BRANCHES, HOWEVER, MUST BE SHORTENED. 4 RR 289 DERBY STREET REALTY TRUST u D.B. 21356, PG. 130 14, EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL 3 PMM PRACTICE TO PRESERVE ES R E NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN7 VTC 1 10 4 SBG 15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES MAP 34 4 ICC65 VM ® AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING WIRES LOT 440 1 CK AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE N/F LANDS OFp 7 SBG 3 �C 16 EFEN 3 RR STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE do GUARANTEE PERIOD. SOUTH HARBOR HOLDINGS, LLC D.B. 14166, PG. 215 cv 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING —————————— ACCORDING TO STANDARD PROCEDURES AND AS INDICATED, 7 PFA 17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 11Q 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH MAP THE PROPOSED PLANTS AND LAWN. ° LOT 4442 12 HVR N/F LANDS OF 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS ° AMERADA HESS FACILITIES SHOWN ON THE APFROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE BUSINESS TRUST NO. 1998-1 CITY LANDSCAPE ARCHITECT. THE CITY ENGINEER AND LANDSCAPE ARCHITECT SHALL 3 VTC D.B.17202, PG. 244 TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A - > 1J , SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF APPEALS 3 PMM _ SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: S \; 1 CK :2 PFA 3 P M NTYPE 0TES 1 10 00 PLANTS 3/15 TO 11/15 LAWN 3/15 TO 6/15 9/15 TO 12/1 FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS . 3 � SEASON. ACER RUBRUM POPULUS VARIETIES BETULA VARIETIES PRUNUS VARIETIES N ® CARPINUS VARIETIES PYRUS VARIETIES CRATEGUS VARIETIES QUERCUS VARIETIES KOELREUTERIA SALIX WEEPING VARIETIES LIQUID AMBER STYRACIFWA TILIA TOMENTOSA O PLATATNUURODENDRON S ACERFOLIARA ZELKOVA VARIETIES N ® ANY PLANTINGS INSTAL'LED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL OF THE TOWN ENGINEER OR LANDSCAPE ARCHITECT, PRIOR TO PLANTING. FAILURE W TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS p SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY 0 0 0 0 0 0 LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING 1 THE PREVIOUS OR NEXT APPROPRIATE SEASON. �i 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL do SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION SEDIMENT CONTROL SHEET. z 11 Z L ,JVL, C\ SPECIAL LANDSCAPING NOTES �` (a OQ�I,� DEED RR SPIKE c. N 85 „ Z 5. 110.00' FOUND -11 IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillilillillilI1. IT SHALL BE THE ARCHITECTS RESPONSIBIUTY TO REVIEW THIS PLAN RELATIVE TO TOPSOIL O P.O.B. 382.87' DEPTHS PROPOSED OVER PARKING GARAGE AREAS. ARCHITECT SHALL NOTIFY THE ENGINEER OF / Ilii; RR SPIKE FOUND0 RECORD OF ANY DESIGN DISCREPANCIES PRIOR TO CONSTRUCTIONS. e o 4, J Q o 0 L Ln NJ, Q U 2 F ` LAN J s' z� DERRY STREET (A.K.A. ROUTE IA) N F.K./n. WATER STREET � a a m '"F7*011LERV-% i (PUBLIC—VARIABLE WIDTH R.O.W.) ENGllVE;FlPvllVGf 0 0 _ •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• O O NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK } } (215) 393-8300 (516) 872-2000 V) g g SOUTHBORO, MA 01772 STERLING, VIRGINIA WATCHUNG, NEW JERSEY i w Z z (703) 709-9500 (508) 480-9900 (908) 668-8300 L < � _j PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: o D PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT LANDSCAPE GRAPHIC SCALE oc U m m LOT #441, MAP #34 m m w w 289 DERBY STREET, CITY OF SALEM PLAN L � a z z ESSEX COUNTY MASSACHUSETTS i, 20 0 10 20 ao ao = w .� SCALE:(H) 1"=20' DATE: s mcn W.D . G S ��,.�� RSEY V NONE 04/28/04 SHEET No: i ( i; wwov DRAWN BY: PROJECT N IN FEETo TAG V040937o- O 1 inch = 20 ft. HECKED BY: CAD I.D. #: PROFESSIONAL ENGINEER P OFMx' kk NEER LIVID W040937ss5 OF 17 J` O o o N o MASSACHUSETTS LICENSE No. 42644 E No. 36424 J RHODE ISLAND LICENSE No. 7268 SE No. 9308 REV. No. N o o CONNECTICUT LICENSE No. 21B54 M 8408 NEW HAMPSHIRE LICENSE No. 10280 VERM E No. 7110 4 r� IN MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE L - 77 GENERAL LIGHTING NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S 1 RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. V 2. ALL WORK SHALL CONFORM TO THE TOWN OF SWANSEA AND COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-688-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CCNFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 5. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. I 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" So IS STRICTLY PROHIBITED. f/ ' 7. IN CASE OF DISCREPANCIES EETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF 1E RECORD OF ANY CONFLICTS. 01 �� ® ® DRILL HOLE �129.32' 09NN SPECIAL LIGHTING NOTES PROPOSED PERIOD STYLE YARD LIGHT (TYP OF 7) SEE SPECIAL LIGHTING 1. EXACT MANUFACTURER, STYLE, AND MODEL NUMBER OF PROPOSED YARD LIGHTS TO BE COORDINATED WITH SALEM PROPOSED PERIOD STYLE (SEE YARD LIGHT (TYP OF 7) NOTE f1) PLANNING DEPARTMENT. YARD LIGHTS PROVIDED SHALL BE CONSISTENT WITH PROPOSED HARBOR WALK SPECIFICATIONS (SEE SPECIAL LIGHTING AND SIMILAR TYPE LIGHTS OF EXISTING ON ADJACENT PROPERTIES. � \ NOTE 11) MAP 34 19"t LOT 441 N/F LANDS OF GEORGE D. BELLEAU, TRUSTEE 289 DERBY STREET REALTY TRUST D.B. 21356, PG. 130 CENTERLINE LIGHT LIGHT FIXTURE: MAP 34 STYLE: SAVANNAH GENIE LOT 440 c ® MATER.: CAST ALUMINUM N/F LANDS OF 471 SOUTH HARBOR HOLDINGS, LLC D.B. 14166, PG. 215 Cv E' ---------- i 11.0' MAP 34 o LOT 442 N/F LANDS OF o AMERADA HESS FACIL111ES BUSINESS TRUST NO. 1998-1 D.B.17202, PG. 244 CV F 00 0 H 'a LAMP POST: STYLE: NORTHAMPTON STEEL `^ 0) I� N r _ O I r 0 0 a o ® I ACCESS DOOR ^Ld CONC. WALK 1/2"€ CONDUIT STUB-UP iZ 0 0 0 0 0 0 HOT DIP GALVANIZED 09 M ANCHOR BOLTS w oa I CONCRETE 0 0 O CURB �� ` iv ao NOW, Z ® —20k,- 2! pa 3/4"1 x 30" LONG L � GALVANIZED TYPICAL POLE FOUNDATION i� ANCHOR BOLTS 4,500 PSI CONCRETE I DEED RR SPIKE (5) #2 TIES 12" O.C. �� Z5, 110.00' FOUND P.O.B. 382.87' PROPOSED RELOCATED � 'I ❑ � RR SPIKE C AREA LIGHT FOUND O o (4) #4 VERTICAL C\ Lj ONE AT EACH CORNER C\ 0 0 24" SQUARE OR G ELEVATION 28" DIAMETER _ I I TYPICAL DECORATIVE AREA LIGHT DETAIL a T LIGHT POLE & FIXTURE MANUFACTURED BY SPRING CITY ELECTRICAL MFG., CO. J HALL AND MAIN STREETS ;. SPRING CITY, PA. 19475 (215) 948-4000 OR EQUIVALENT - � ���• �� _ DERBY STREET LAN (A.K.A. ROUTE 1A) ii (F.K.A. WATER STREET) cn 00 0 (PUBLIC VARIABLE WIDTH R.O.W.) a a m 130)HLER ENGINEERING. .. . J -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA O o 352 TURNPIKE ROAD MELVILLE, NEW YORK 5 5VIRGINIA SOUTHBORO MA 01772 WATCHUNG, NEW JERSEY >- >_ Ig 3-8300 (516) 872-2000 N STERLING L O O (703) 709-9500 (508) 480-9900 z z z (908) 668-8300 Q PROJECT. TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: 3�: O > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT L GRAPHIC SCALE 01 " m m LOT #441, MAP #34 LIGHTING ]PLAN 289 DERBY STREET, CITY OF SALEM L � az z ESSEX COUNTY MASSACHUSETTS 20 D 10 20 40 8p N7. a GOE13EL S P RSEY SCALE:(V) 1 NONE 04/28/04 SHEET No: cn cn c • • • ��, DRAWN BY: PR ( IN FEET ) w w w w o PROJECT No. o' � � � U L TAG W040937 I inch = 20 ft. o O o C NECKED BY: CAD I.D. #: 1:l� PROFESSIONAL ENGINEER OFE A LIVID. , W0409 7 L R 3 ss5 SIN EE OF 17 o MA 5ft114IC NS o. 36424 J o 0 o N MASSACHUSETTS LICENSE No. 42644 C r 0 RHODE ISLAND LICENSE No. 7268 PSHI No. 9308 O O CONNECTICUT LICENSE No. 21654 8 REV. No. NEW HAMPSHIRE LICENSE No. 10280 V d (V MAINE LICENSE No. 9490 7110 4 ttt� j CONSTRUCTION CHECK DATE �I. So UTI, I N 83"2 1 '1 1? 9,, . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L HOLE . . . . . . . . . .. . . . . . . . . . . .. . . . . .. . . . . . . . FOUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.9' N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129.32' . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . .—.L-: ,, , ' ' .)*. *. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ­ �4_� . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . I . — . . . . . . . . . . . . . . . . . . . . . . . . . . . . , I . . . . . . . . . I . . . . . . . . . . . . .-77 . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . I. . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . ... . . * . . . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I . . . . . . . . . . . . . . . .. . . . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... LAND SUBJECT TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COASTAL STORM FLOWAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT 44.1. .. . . . . .. .. . . .. . . . . . . .. . . .. . . . . . . . . . . .. . . .. . . . . . . . . N/F.LANDS'.OF.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GEORGE D. BELLEAU TRUSTEE . . . . . . . . . . . . . . . . . . . . . . GENERAL SITE NOTES . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . .. . . . . .. . . . . . . . . . . . . . . . . .289 DERBY STREET REALTY TRUST. . . . . .. ... . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . .-.-D.B. 2.1356,P.G. 1. APPLICANT: TOWN AND COUNTRY HOMES, INC. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . I . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 532 LOWELL STREET PEABODY, MASSACHUSETTS 01960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 2. LOT SHOWN ON ASSESSOR'S MAP #34 , LOT 1441 IN THE CITY OF SALEM, MASSACHUSETTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . .. . . .. . . . . MAP 34 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHICAL PLAN" LOT 440 00 PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED MAY 18, 2004 AND REVISED N/F LANDS OF 0. THROUGH JUNE 1, 2004, SCALE: 1"= 20' SOUTH HARBOR HOLDINGS, LLC . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . D.B. 14166, PG. 215 4, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —————————— . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE .. . . . . . . . . . . .. . . . . . . * . . . .. . . .. . . . . . . . . . . . . . . .. . . . . ... . . . . . . . .. . . . . . . . . . . . . . .. . .. . . . . . . CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE . . . . . . . . . . . . . . . I . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . ... . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . MAP 34 PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO LOT 442 COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N/FLANDS OF LOCAL REGULATIONS AND CODES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1 5, ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE STATE OF MASSACHUSETTS HIGHWAY D.B.17202, PG. 244 DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH . . . . . . . . . . TOWN & COUNTRY HOMES, INC. SPECIFICATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Clq ".....1".... . . . . . . . . . . ......1.1.. . . . . ... 1 7. LOCATICIN OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED . . . . . . . 0--------------- INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR co EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE . . . . . . . CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. . . . . ... . . . 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE . . . . . . . . . . . . . . . . . .. . . .. . CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. . . . . . . . . . . . 9. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO BE REMOVED AND DISPOSED OF IN 3t ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. Em 10. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER • • DEPARTMENTS TO MARK OUT THEIR UTILITIES. 12. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS. IT IS THE • RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE FIRE DEPT. AND BUILDING DEPARTMENT 48 HOURS > PRIOR TO COMMENCEMENT OF CONSTRUCTION. Ln13. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF C\ LAJ CONSTRUCTION OR SITE CLEARING. 14. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES, 15. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. 16. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND rt FEDERAL REGULATIONS. C\ 11-1 1 17. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT C\ C�c0LAND SUBJECT TO OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS COASTAL STORM FLOWAGE STRUCTURES, 18. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE ENGINEER 128-1 (DEED) p RR SPIKE OF RECORD" IS STRICTLY PROHIBITED. -———— SPIKE N 85*00'50" E 125.17' 0 Q 110.00, FOUND 19. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. 382.87 El 20. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED', OR 'TO BE REMOVED" SHALL BE CONSIDERED TO F7, BE 'EXISTING TO REMAIN". 0 21. LOCUS IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING) AND PARTIALLY o IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS 0 0 DETERMINED TO BE 10'). L/1 0 0 0 0 CID J.R D CID AP"FeR. -y 177 SITE FAL DERBY STREET (A.K.A. ROUTE 1A) 0 0 < < < M V) 101 (F.K.A. WATER STREET) ir. (PUBLIC-VARIABLE WIDTH R.O.W.) BOHLER ENGINEERING F.C. -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK 7 0 0 352 TURNPIKE ROAD >_ >_ (215) 393-8300 (516) 872-2000 0 :� :!i STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY 0 CD (703) 709-9500 (508) 480-9900 (908) 668-8300 z z z _j :2i mi _j -T. TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND PROJECT. TITLE: 0 5 1) PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT U M LOT #441, MAP #34 WETLANDS RESOURCE GRAPHIC SCALE E6 289 DERBY STREET, CITY OF SALEM, 0 m Ld ui AREAS PLAN 0� 1� z z ESSEX COUNTY, MASS CHUSETT 20 0 10 20 40 80 < SCALE:(H) 1 20' IL Nr)mr7 I rp9 r-9 L-1:-A ui m cn co E ONE im 0 m m a- 0 04/28/04 SHEET No: r7j V) W.D . GOEBEL S SEY (V) 5; > E -IL DRAWN BY: PROJECT No: IN FEET w w 0 TAC W040937 of 0� 0� ly- U 1 inch 20 ft. 't 't It It - 0 0 0 0 CHECKED BY: CAD I.D. 1�1 '_1 PROFESSIONAL ENGINEER SID NEER Lmn, W040937ss5 r- 0) N _E MASSACHUSETTS LICENSE No. 42644 E No. 36424 OF 17 0 0 0 N 0 -4o RHODE ISLAND LICENSE No. 7268 N SE No. 9308 C7) CONNECTICUT REV. No. 0 0 CON EC ICUT LICENSE No. 21854 MAINE 8408 NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 0 SHEET 7— j I 1'— �► 6" � I 19"t FINISH GRADE2, 4 000 PSI AIR ENTRAINED CONCRETE PRECAST CONCRETE BUMPER CURB, EXPOSED EDGES TO HAVE VIOLATORS WILL BLUE LETTERS RUBBED FINISH. 2-#4 REBARS (MINIMUM) BE FINED MIN. $116 YELLOW-LEFT EDGE ON MULTILANE DIVIDED SILVER BACKGROUND BITUMINOUS CONCRETE PAVEMENT ROADWAYS AND NO-PASSING LINE & RAMPS ( 2-#6 REBARS (HOOK ON TOP) o A ORSUBSOIL _(.0T4" VARIES CENTERLINE LIGHT WHITE LINE & PARKING STRIP BLUE BACKGROUND Ij\�j��/\� _L , N / / LIGHT FIXTURE: HANDICAPPED _ _ _ p 4' r PARKING Q o 6' i MATER.:SCAST NA ALUMINUM STATE PERMIT SI-VER LETTERS III=III=III— O BROKEN YELLOW CENTER LINES 1 / REQUIRED I 00 .17 01 000000000 - - _E 4" o AS 4 CONT., EXCEPT =1 O • 0 0_ 0 0 0 0 0 0 C 10' 30" 10' 30' 10' —I o0 0. 0 0 0 0 0 0 o BROKEN WHITE LANE LINE .III 0 0 0 0 0 0 =III;III„l I I I,,I i l;l s” WHITE o =1 0 0 0 0 III- I- 10, 4" w o III II' I 6oMINACUNDERTED RCURB,AVEL BASE, I 10' 30" 10' 30' O —III III I I =III- WHITE CHANNELIZING LINE 6 0 0 8" 11 to m o 6., 6+> COMPACTED SUBGRADE —[ 4- COMPACTED o MIN. MIN. y 4' 2' 4 2' 4' 2' CROSSWALK 3/8' °o WHITE CHANNELIZING LINE SPECIFICATION PRECAST CONCRETE CURB DETAIL 8" CURB (BEYOND SPACE) NOT TO SCALE WIHITE CROSSWALK LINEIt 2'-3" HANDICAP PARKING 111f N DETAIL NOTE: EITHER PRECAST OR POURED IN PLACE CONCRETE CURBS 6 45 o ;2 ARE ACCEPTABLE. SOIL SUBBASE IS TO BE GRADED AND WHITE STOP LINE �, COMPACTED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. N o NOT TO SCALE 24" o LAMP POST: N �_ 0.86' STYLE: NORTHAMPTON STEEL 1 1/2" BIT. CONC. LINE SPECIFICATIONS 1 1/2" (MIN.) BIT. CONC. WEARING COURSE WEARING COURSE I 2" BIT. CONC. TYPICAL STRIPING SECTION 3" (MIN.) BIT. CONC. BINDER COURSE BINDER COURSE �, �, ` COMPAC1171 81, TED CONCRETE WHEEL STOP DETAIL / \� \\ \� 8" (MIN.) 1 IN COMPACTED EXIST. SUB—BASE PROCESSED GRAVEL BASE EXIST. SUB—BASE PROCESSED — NOT TO—SCALE — GRAVEL BASE ACCESS DOOR TYPICAL I C 1-�L ►J I D E 11 AL� SECTION V UNPAVED PAVED CONC. WALK TYPICAL PAVEMENT SECTION ,/2"€ CONDUIT STUB—UP 0Z FINISHED GRADE 00 HOT DIP GALVANIZED NOT TO SCALE NOT TO SCALE /�\\�\i�\\/\ MATCH ANCHOR BOLTS ?? 2'-0" 6" TOPSOIL & SEED \\ EXISTING CONCRETE / ::C: r r�i r :r is". ::;: :tr iY:e;:: CURB V)O i .• . ". NOTE: CONTRACTOR TO VERIFY PAVEMENT/BASE MATERIALS Typ' JOSAM SERIES 583480 CAST IRON CLEANOUT DRESSER COUPLING �\ \\\//\ 20 UPON COMPLETION OF GEOTECHNICAL REPORT. SHEETING IF REQ'D SELECT BACKFILL \� WITH PLUG (SET 9" BELOW GRADE) ( ,) i\\ \ 3/4" x 30" LONG (WATER TIGHT 4" DIAMETER. TO BE CUT OFF 5 MIN. j\ \// GALVANIZED ( ) BELOW GROUND & 2' MIN \\ \/ ANCHOR BOLTS TYPICAL POLE FOUNDATION --------------------- --- — — — — / 4,500 PSI CONCRETE ABOVE TOP OF PIPE \\� BACKFILL WITH GRAVEL 00 -I ANY SHEETING DRIVEN \/ BEDDING 12" OVER PIPE I 5 2 TIES ® 12" O.C. "v 6" HDPE %\\ \ ` WHEN PVC PIPE IS USED 6"x 18" GRANITE CURB ROOF DRAIN 4" P.V.C. RISER BELOW MID-DIA. OF PIPE / \/, ( ) # TYPE 4 SHALL BE LEFT IN PLACE j\ BACKFILL WITH GRAVEL D WHENBEDDING TO MID-DIAMETER PVC ER CONCRETE SETTING g" FINISH SUBGRADE (2) 4" P.V.C. 45" BENDS I PIPE IS USED ONE AT EACH CORNER BLOCK FINISH GRADE 1 o j f (4) #4 VERTICAL 6" x 6" x 4" T—REDUCER "�� °" -"d \\% BITUM. CONC. PAVEMENT J Typ, WATER, SEWER, DRAIN, /\ . 6 0° +;{ ;12"q>\/< " o o OR FORCE MAIN PIPE / ° •o e '° ° /\, A a w/ -- - 00 O I vi / -- --- - HALF SECTION /�\\j\ \\ \ HALF SECTION 24 SQUARE OR --- -- N 11 _0 4" P.V.C. SEWER ELEVATION 28" DIAMETER IN EARTH IN ROCK 00000000000 \ o = = TYP• CONCRETE CRADLE W ` III IIII- �00000000000 O II I=11n—I i (D+2 3 MIN.) O o O O O o o II III CLEAN® �� DETAIL TYPICAL DECORATIVE -III=III—III=III—II1 O O0O00C: � 11= NOTE: ALL TRAFFIC FLOW ARROWS III III III=1I�—III 0000000-0 II I�1 PAINT PER SPECS.TO BE REFLECTIVE YELLOW NOT To SCALE TYPICAL UTILITY TRENCH AREA LIGHT DETAIL =I I— 6" MIN. CRUSHED BANK —III III—III—III—III—III—III—Ill GRAVEL UNDER CURBING =III. .,IiI-III-IIII=III=III...III- TRAFF IC FLOW ARROW NOT To SCALE 1 /2"= 1 '—O" COMPACTED SUBGRADE I 181, NOT TO SCALE —-- -- ----- --- — LIGHT POLE & FIXTURE MANUFACTURED BY SPRING CITY ELECTRICAL MFG., CO. HIALL AND MAIN STREETS NOTE' Vortechs systems installed in a SiPRING CIN, PA. 19475 TYPICAL VERTICAL GRANITE CURB -4000 CURB — --- —_ bypass diversion require that ,o'_o" (:215) IV LENT I PROPOSED FIRM, STABLE, SLIP upstream diversion structure tltat RESISTANT CONCRETE RAMP shall be detailed by the Consulting OIR EQUIVALENT Engineer with elevation and weir NOT TO SCALE I width data provided byvortechnics. Sealant ---- -- ------- --"-----"--- 30" Aluminum swirl Extruded Buno N seal 6"Concrete Typ SIDEWALK 9:8 MAX chamber NOTE: INSTALL WITHIN ALL PUBLIC WAYS, ': _.1:12 ,PREF RR D RAMP SURFACE TO HAVE CORNERS, AND RADIUS SECTIONS 1'-10" t'-s" 1'-s" ��„� eek" t ,-�,� F,�1 �� 12, �� :, � �� � ,I �,� •� TRUNCATED DOMES AS DETECTABLE o qj OUTLET varies, WARNING SURFACE —� See note s APPLICATION For use mextrare3vytrafiKareassuha mll:arraehde z3 s A go*— T— OrlfloeA pages end loeclrq docks tot any iI of float oonstruc.lon wiere a " Weir 4'-0" I { ` , L } SPECIFICATION IJOSRM 3�210a erdief cca:ed cast Foo'Drain,shallafv Y \, -------------- ------- RAMP TO BE FLUSH J 36210 ` c� WITH PAVEMENT y _VA piacebcdy%ithdouWdrainagafiance W L3, ionpurct0n aa ., 'lash rg C arrp rollar iviIppir-Aot twrnrn ti ItIFr,fo Ind tm int sprclar-irlr 36210 SLOE UAOTN 112" O Dose-:etcitate. DISABLED PARKING SIGN HANDICAP RAMP DETAIL Sealant f Raffle Wall Flow Control Wall 3621019 SLOT WIDTH 114" 0 0 OPTIONS 36210 20 SLOT WIDTH 1/d" INLET varies, -1; Sewried Grate Jancal-Proof -36 N 4I!title Outlet,.'•E" See notes 8 & 9 1.) 12"x18", 5' TO BOTTOM OF SYMBOL NO SCALE crews -31 Slottsd last Iron BLcket C\ NOTE: IF TOP LANDING IS >48" THEN FLARED SIDES PLAN VIEW B — B 49 C 1,Undei-gia:ewtlSatinFindi -38' Su�pientertary%ane- 2.) LOCATED SO THAT IT CANNOT BE ARE TO BE MAX 10% SLOPE. I NIkaloyTop -92 Galvanized Cast iron Parts WEACrs OBSCURED BY A CAR PARKED IN THE G G�.1TE rr :a A.426so ..MP SPACE. (2' BEHIND CURB OR 2' tN IF TOP LANDING IS <48" THEN FLARED SIDES ARE TO •20 C,LUndergia-ewtilatlnFin Ji -99 LEIALEZE'Extension ualcr re'SbrA -- BEHIND WALK, AS APPLICABLE) BE MAX8.33% SLOPE. j o Bron op 'hlaa6ed0utdt ' iv4G°A I -44 Fixed Extenslcn Calla',Cast Iron; -X lnt idle Caulk Outlet • , r i l 3.) CONFORM TO LOCAL CODES ! (5aauP�Heigrt; v HubOuteteaGasket 2"-4 Rim elevations to match -44 9'_ Fixed Extenscn Co11a;; -� � n --'I" - -------- -� Na•ht.lo Sµ�e�t Cutlet � <i Concrete reinforced for finished grade I 3}4 L- HS20-44 loading Galvanized,;tae ify Height) '`�>�> -� a3� � "HANDICAPPED PARKING a� TUFtan((T) YL I ONLY" SIGN X41 at4'P-imErtaN i-- _ . . m -��� Y--t -50 1/2"Prrma•Tap I --at PPF LL C: i I Q ' �•-fir¢aV QTt'[TS op anti sides ^•At1LK 0 6" CURB FB Tsealed to vault _T B t-t r SIZE i:+ C Butyl Weir Weir '--nv-rroeY-tr sDISABLED STALL j rubber and 1 sealant Orifice TYPE NO PIPE SIIE LBS tYFENQ PIPE SIIE LBS CADO'!1"IVHEN FLRVISHEC WTH MFALJY OR B?0T12E TOP L( I 1 1Fh OIAR is 5-3.'<'FOP.367E-1.. Plates 7•-D. � 3t�G1L i �1� 3fJ21J „r', - —1„ 4" WIDE AZURE BLUE 4" WIDE WHI TrP INLET Invert Orifice OUTLET Invert 6" :00NF0PMswTHAsrM-CSE4 STRIPING (TYP.) STRIPING (TYP. { x6213 3 6' 6216 E 62, 7"R CIRCLE I 3(3214 4 " 6' 36216 E 59 FOR OUTLET TYPE,SPECIFYy -X„y 011 C11 7 3'-0” 3'-0' S-0- 4'-4 SIGN J 4'-4 1/2"--\ " STOP " SIGN TYP TYP TYP j 3 PAINTED N.T.S. " 3 "v • GI _ (4" AZURE BLU ) / coo� o�o,°HANDICAPPE —Minimum s compacted [ravel FLOOR Lo®TDRAI NOTN DETAIL 5YMP(54' .O F o SCALE"H)x 60 "•,,,� _ �c_�il■ i �:,�► a n E SECTION A — A °' Itltltllt� cn co c� � �0 5'-4, za" a mBORLER ENGINEE •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS NORTH WALES, PENNSYLVANIA v, t2 ~ ~ MELVILLE, NEW YORK ,y o 0 352 TURNPIKE ROAD = rL �- I 12'-0" _I 3'-0„ I } � 215 393-8300 f 5 ( ) SOUTHBORO MA 01772 (s1 s) B72-z000 T �'; (OR AS REQUIRED BY CODE) V) WATCHUNG, NEW JERSEY STERLING, VIRGINIA + z z z (703) 709-9500 (508) 480-9900 2 NOTE: I D (908) 668-8300 � 6 Y ``' 0 0 c ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF CHLORINATED RUBBER PAINT Q ' PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: s'-o" � o > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT CONSTRUCTION APPLIED TO A DRY SURFACE WHEN THE TEMPERATURE IS GREATER THAN 40•F. PAINT SHALL � 0 m In LOT #441 , MAP #34 L NOTE: WHEELCHAIR SYMBOL PAINT SHALL BE APPLIED AT A MINIUM OF 0.015" (15 MIL) FILM THICKNESS m m w w 289 DERBY STREET, CITY OF SALEM DETAILS c; CONFORM TO THE STRIPING PAINT SPECIFIED ThisCADOfileisforthepurposeofspecifyingstomnvatertreatmentequipmenttobeFumishedbyVortechnics,Inc.and mayonybetransferredtootherdocumentsexactlyasprovidedby Q 0 Z Z ESSEX COUNTY, MASSACHUSETTS s AND SYMBOL SHALL B E CENTERED I N THE Vo technics.Title block Information,excluding the Vorlechnics logo and the Vortechs Storrnwater Treatment System designation and patent number,may be deleted if necessary. _ � !Y Of Revisions to an part of this CADD file without prior coordination with Vortechnics shall be considered unauthorized use of proprietary information. W W W SCALE:(H) AS DATE: 3 STALL. y ry Li a a a E W.D . GOEBEL S. �,� "� SEY V NOTED 04/28/04LO SHEET No: > > > > E �'� DRAWN BY: PROJECT No: DISABLED PARKING SPACE 5,_9" Vortec�° STANDARD DETAIL w w w W o STE )r v TAG W040937 Q HANDICAPPED STALL MARKINGS IJV 200EnterpniseDrive STORMWATER TREATMENT SYSTEM 0 0 d b CHECKED BY: CAD I.D. #: Scarborough,ME 04074 VORTECHSO MODEL 2000 U.S.PATENT No.5,759,415 � � � PROFESSIONAL ENGINEER t R FEI,�S E G ER LIVID W040937ss5 OF 17 PAINTING DETAIL /p� R �\1T`7I p/_y Te1.:207.885-9830 0 0 N P A !,K I N Gi LOT I..J'T�I P I 1 tl G D Ej T A I L Fax:207-885-9825 PROPRIETARY INFORMATION-NOT TO BE USED FOR CONSTRUCTION PURPOSES O O O N p MASSACHUSETTS LICENSE No. 42644 SETTS o. 36424 o RHODE ISLAND LICENSE No. 7268 J " STOP " DATE: 09/09/02 SCALE: 114•=1'-0" FILE NAME: STD2K DRAWN BY: DMF CHECKED BY: NDG � O 0) r No. 9308 REV. No. NOT TO SCALE NOT TO SCALE S T 0 BAR DETAIL O o CONNECTICUT LICENSE No. 21B54 MA / j NEW HAMPSHIRE LICENSE No. 10280 VERM 7110 N T TO CAL L o SCALE C MN MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 I I a i. CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK w CAP UNIT ADI-'FRES CONCRETE ADHESIVE TO TOP UNIT IMPER12" DEOPS FILL CONCRETE AODHESIVE 1MPE12" DEOPS FILL GEOSYNTHETIC REINFORCEMENT SEE PROFILE DRAWINGS / I, I ' FOR LENGTH, TYPE, AND SPACING VERSA-LOK MODULAR f CONCRETE UNITS RETAINED BACKFILL I DRAINAGE AGGREGATE —III-I I VERSA-LOK 12" THICK MIN. I _ �_ 1DRAITHICK MINREGATE w. MODULAR CONCRETE I I I I I FACING UNITS APPROX. = I I . . \�\\ 0.48 DIA. '•.fir' e!:•.>,i.... EXCAVATION LINE —III 4" DIA. DRAIN PIPE OUTLET @ END OF WALL OR @ 40' CENTERS MAX. GRANULAR LEVELING PAD VERSA-TUFF- PIN MIN. 6" THICK REINFORCED BACKFILL PIN DIMENSIONS COMPACTED 95% OF MAXIMUM SCALE: NONE STANDARD PROCTOR DENSITY 4" DIA. (MIN.) DRAIN PIPE OUTLET © END OF WALL TYPICAL SECTION - UNRE NFORCED RETAINING WALL \ \ \\ OR @ 40' CENTERS MAX. SCALE: NONE SLOPE TO DRAIN (1/8 /FT.) _I I (- -IlW/FILTER FABRIC IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. PIN HOLES AND SLOTS FOR 3/4" PIN HOLES FOR SETIBACK WALL CONSTRUCTION 14" VERTICAL WALLS SPLITTING GROOVE FOR HALF UNIT TYPICAL SECTION - REINFORCED RETAINING WALL PINHOLEO O SPLITTING GROOVE FOR MODULAR CONCRETE UNIT O o FREESTANDING WALLS SCALE: NONE O O O O Cl 0 u u • O O Q • . .' a . o 3/4• SlIBACK • a GENERAL NOTES M °: - VERSA-TUFF PIN 1 . STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 2 PER UNIT • 2. BENCH CUT ALL EXCAVATED SLOPES. RECEIVING 16" 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE SLOT PINNING SLOT FOR UNSUITABLE SOIL. STRAIGHT SPLIT FACE FREESTANDING WALLS 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT 16" PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. PINNING DETAIL ' ` u u 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL ..• ° BE UNREINFORCED, 3" THICK MAXIMUM. CROSS SECTION • r r - 'r '+ • • •°• 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL SCALE: NONE . HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. r. 8. FOR UNITS TO BE EMBEDIDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME 12" FILL BEHIND UNITS IS COMPACTED. Z 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE: WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW VERSA- LO K UNIT FINAL GRADE IN FRONT OF WALL. UNIT DIMENSIONS �= 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) SCALE: NONE `\ 11 . COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM c NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. C\ 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. C� 13. SEE ELEVATION DRAWINGS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR DRAINAGE AGGREGATE TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DRAINAGE AGGREGATE _ DRAIN WRITTEN SPECIFICATIONS. PERF. 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE ,`� z'' PIPE .3 c UNDER CONSTRUCTION. ( ' 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL '" >: r O O O O . . .� , C , BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. � CQ 3' 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION o 0 0 0 0 0 0 �. `'• INSTRUCTIONS AND WRITTEN SPECIFICATIONS. `( IF CONDITIONS ARE DIFFERENT THAN THOSE STATED 2" ���� IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR C= OPEN JOINIT AT CID 40 FT. CENTERS AT 20 FT. CEN ��� `D MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH OPEN JOINT N TERS J 5 THE CONSTRUCTION OF THE WALL. G' DRAIN DETAIL DRAIN DETAIL / THIS DISK CONTAINS SEVERAL CONSTRUCTION DETAILS WHICH ARE INTENDED AS AN AID WALLS OVER 4' WALLS UNDER 4' (IF REQUIRED) E IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH VERSA-LOK STANDARD UNITS. SCALE: NONE SCALE: NONE a FINAL DETERMINATION OF THE SUIITABILITY OF ANY INFORMATION OR MATERIAL a. a ~ m>- Off� � �d�al �����`Vl �� d��� �o�o U FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE RESPONSIBILITY 9 • OF THE USER. � � •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONIMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• L MELVILLE, NEW YORK -. � � NORTH WALES, PENNSYLVANIA T N 0 O STERLING. VIRGINIA 352 TURNPIKE ROAD g g (2,s) G, VIRGINIA SOUTHBORO MA 01772 (s1 s) 87z-2000 WATCHUNG. NEW JERSEY wz z (703) 709-9500 (508) 480-9900) (908) 668-8300 > TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND m m PROJECT: PROPOSED CONDOMINICIM & RETAIL DEI/ELOPMENT TITLE: CONSTRUCTION 0 LOT #441,DERBY MAP XT, DETAILS o m Ld 289 DERBY STREET, CITY OF SALEM c a z z ESSEX COUNTY, MASSACHUSETTS W.D . GOEBEL S. *,,t RSEY SCALE:(H) AS DATE: 04 28 04 L 3 o a a s c V NOTED / / SHEET No: Ld w Ld �` Cy DRAWN BY: TAG PROJECTNo: J: 00 0 CHECKED BY: CAD I.D. #: �O 0 0 0 o AL LIVID W040937ss5 a; 0 0 o N o MASSACHUSETTS LICENSENo. OFE L�r� s�tl No. 36424 6424' OF 17 RHODE ISLAND LICENSE No. 7268 C: - O O CONNECTICUT LICENSE No. 21654 S 8 No. 9308 REV. No. > NEW HAMPSHIRE LICENSE No. 10280 V 7110 E CONSTRUCTION CHECK DAT L r7 CV MAINE LICENSE No. 9490 4 jI PLANTING SI'ECIFICATI®NS . AREA OF SITE CONSTRUCTION WOOD OR PLASTICT 1-1/2" x 1 -1/2' 2 RE-BARS, STEEL PICKETS OR SLAT STAPLED THROUGH POS 2"x 2" STAKES 1 1 /2' TO 2' IN FABRIC TO POST FABRIC GROUND, DRIVE STAKES FLUSH 1. SCOPE OF WORK A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WITH BALES A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL AREA WITHIN PROTECTION ZONE/TREE POST DRIP LINE DETAIL OF POST ATTACHMENT SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE FENCE TO FOLLOW TREE DRIP LINE FILTER FABRIC (PRE-ASSEMBLED PRIOR TO INSTALLATION) INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED OR 6' FROM TRUNK - WHICH EVER IS GREATER ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THOROUGHLY: 4' WOOD & WIRE SNOW FENCE W/STEEL I POST ANGLE FIRST STAKE TOWARD = THIS PROJECT. STAKES 18" O.C. SLAT 24" MIN I' SLAT POST 1 PART PEAT Moss FILTER SILT FENCE (3' WIDE) PREVIOUSLY LAID BALE ww BACKFILL 2. MATERIALS 1 PART COW MANURE BY VOLUME FABRIC - FABRIC k.,r,,, - A. GENERAL - ALL MATERIALS SHALL MEET OR EXCEED m : SPECIFICATIONS AS OUTLINED IN THE MASSHIGHWAY MANUAL OF 3 PARTS TOPSOIL BY VOLUME PLAN - FLOW ROADWAY AND BRIDGE CONSTRUCTION (1998) OR APPROVED 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: 12;, MIN. BACKFILL EQUAL. 2 TABLETS PER 1 GAL. PLANT WOOD & WIRE SNOW FENCE USED IN2ROCKY 6" FLOW !, AS TREE GUARD TO PREVENT DAMAGE MIN. w ' �x s SOIL.) LAP - BOUND BALES PLACED bi .w B. PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, 3 TABLETS PER 5 GAL. PLANT FROM CONST. EQUIP. ON CONTOURin WELL ROOTED, FREE FROM DISEASE AND INSECTS. 4 TABLETS PER 15 GAL. PLANT s 3= LARGER PLANTS (2) TWO TABLETS PER 1/2" DIAM. TREE DRIP LINE/TREE PROTECTION ZONE - s C. TOPSOIL - LOAMY SILT, HAVING AN ORGANIC CONTENT NOT LESS OF TRUNK CALIPER AREA WITHIN TREE PROTECTION ZONE TO � THAN 5%, pH RANGE BETWEEN 4.5 - 7, BE FREE OF DEBRIS, ROCKS REMAIN UNDISTURBED DURING NATIVE SOIL LARGER THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER _ AND CLAY CLODS. CONSTRUCTION B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. " ................................... MULCH - DOUBLE SHREDD D HARDWOOD BARK MULCH. ' D. ULCE 4 WOOD & WIRE SNOW FENCE W STEEL F PREPARED I AR N A F PLANT 1 WAY AN / .......:.::::::::.:.:::.-::::::.::::: ILL E ED SOL AROUND BLL 0 LA /2 D TOE-IN METHODS INSERT PLANT TABLETS. COMPLETE BACK FILL AND WATER STAKES 10' O.C. BACKFILL DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE 3. FERTILIZER AND SOIL CONDITIONER THOROUGHLY. PERSPECTIVE OF FENCE FOR SLOPES LESS THAN 25� A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION ELEVATION NOTES: WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE 1 . BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT ACID, EQUAL TO 'NITROHUMIS'. BEFORE BEING TRANSPLANTED. TREE PROTECTION DURING CONSTRUCTION BALES. B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- D. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF N07 TO SCALE INSTALLATION POWER' AND ORGANIC BASE MATERIALS COMPRISED OF EACH TREE. I 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO 1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, E. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE EROSION CONTROL OF THE: SITE. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO NOTES: 2. UNROLL SILTATION FENCE AND POSITION THE POSTS STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND DISTURB BACK FILL AND TO THE EXTENT THAT ALL MATERIALS IN 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT AGAINST THE BACK (DOWNSTREAM) WALL OF THE EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT 15% HUMIC ACIDS. COLLAR OF PLANT. TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). AN ANGLE TO FORCE THE BALES TOGETHER, STAKES SHALL BE DRIVEN THE PLANTING HOLE ARE THOROUGHLY SATURATED. 2. PLANTING DEPTH SHALL BE "THE SAME OR HIGHER AS GROWN IN NURSERY. 3. DRIVE THE POST INTO THE GROUND UNTIL THE 4. GENERAL WORK PROCEDURES REINFORCED NETTING IS LAYING ACROSS THE TRENCH BOTTOM. FLUSH WITH THE BALE. A. LANDSCAPE WORK SHALL COMMENCE AS SOON AS THOSE PORTIONS F. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS RUBBER HOSE 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE OF THE SITE ARE AVAILABLE. CONTRACTOR TO UTILIZE WORKMANLIKE TO A MIN. OF 7' BRANCHING HEIGHT. (1/2" DIA. BLACK) UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE DOUBLE #10 GA. THE TRENCH AND TAMP THE SOIL. TOE-IN CAN BE PROMPTLY AS NEEDED. IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH DAYS WORK. 9. GROUND COVER GALVANIZED WIRE GUYS ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ALL DEBRIS, MATERIALS, AND TOOLS SHALL BE PROPERLY STOCKPILED, A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF I AND TURNBUCKLES ON UNDISTURBED GROUND AND PILING & TAMP- 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR OR DISPOSED OF. ALL PAVED SURFACES SHALL BE SWEPT CLEAN AT HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL 3" SHREDDED HARDWOOD ING FILL AT THE BASE. ( USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR THE END OF EACH DAYS WORK. BARK MULCH PRIOR TO PLANTING GROUND COVER. ,� DRAINAGE. 5. WEEDING B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON 2" DIA HARDWOOD A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH DRAWINGS. I STAKES, 2/3 TREE GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE HEIGHT, 3 PER TREE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR I EARTH SAUCER T� T� s SILTATION ������®� T T ��� DETAIL ����� ��� �I ���� ����I 6. TOPSOILING SHALL THOROUGHLY WATER GROUND COVER. FINISHED GRADE '11 \JVl 1 11-J,�11�J' 1 11 JA PLANTING MIX: NOT TO SCALE A. CONTRACTOR TO PROVIDE FOUR INCHES (4") MINIMUM THICK /\\ /\\ 1 PART PEAT MOSS NOT TO SCALE D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE- //\ /\/ TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND /\\ � � � � �- \\ 1 PART COW MANURE - --------- -- - --------------------- -- ---------- ------ COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- III-I I I I I-I I III=III =I 3 PARTS TOPSOIL BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER _ _ _ REMOVE ALL ROPE PLANT SHALL BE TRANSPLANTED TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER -I I-I I I-III-I III-I I --I FROM TRUNK & I - -I AT THE SAME GRADE AS IT BORE �I-I�I- I-I�I- -I�I-I I I PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLEMENT MANUFACTURER'S RECOMMENDATION. _I I- I-I' I -I' TOP OF BALL, FOLD BURLAP IN THE NURSERY PLOT PRIOR SEE CHART 1 - I I TO BALLING AND BURLAPPING. PUBLIC TOTAL AMOUNT REQUIRED. CONTRACTOR TO FURNISH AN ANALYSIS BACK 1/3 FROM ROOT BALL CUT AND REMOVE BURLAP FROM 10. FINISH GRADING R.O.W. • OF ON-SITE TOPSOIL UTILIZED IN ALL PLANTING AREAS. ADJUST pH UNDISTURBED TOP ONE-THIRD OF ROOT BALL AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN ACCEPTABLE A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBGRADE AS SHOWN. GROWING MEDIUM. SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. 4"-6" TOPSOIL MOUND 7. SOIL CONDITIONING B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, 3" SHREDDED HARDWOOD BARK MULCH EXISTING GROUND EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, SAUCER /� X\ A. CULTIVATE ALL AREAS TO BE PLANTED TOA DEPTH OF 6". ALL EVERGREEN TREE PLANTING DETAIL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. NOT TO SCALE 1'-0" \'\x\i DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY. FINISHED GRADE IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 3 I I III C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO _ 2-1/2" CLEAN STONE PROVIDE APPROPRIATE 4" WITH THE FOLLOWING PER 1,000 SQ. FT.: PLANTING MIX: TRANSITION BETWEEN 150 POUNDS 'GRO-POWER' ALLOW FREE FLOW OF SURFACE WATER. '. _ l.: .'r :;;: .-:. .. -- STABILIZED CONSTRUCTION 8' I-III-III-III-I I-� -I I-I I=I I=I I- I- 1 PART PEAT MOSS PROFILE 100 POUNDS AGRICULTURAL GYPSUM 11. GUARANTEE _---_.____ ____-__--_-_-_--______.-_ ___--___.____ - -_. _ - - 1 PART COW MANURE I ENTRANCE AND PUBLIC R.O.W. 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP A. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR APERIOD -I I I=I I I-I I I-III-III-I I I I I-I I I-I I-I I I-I 1 I-I 3 PARTS TOPSOIL ( 11=III=III=III-I I-III I I=III=III=III=III-III- SEE CHART 1 OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. OWNER TO NOTES: 3' - - _ = II-III-II \ \ _ FIRM MIXTURE AT 6"-8" _ SOIL MODIFICATIONS: SECURE A MAINTENANCE BOND FROM THE CONTRACTOR FOR TEN 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT INTERVALS, THOROUGHLY SETTLE R 25' PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION COLLAR OF PLANT. -III- -III-III-III-III III- WITH WATER. PLANTING MIXTURE THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6 TO 12 IN. WHICH WILL BE RELEASED AT THE COMMENCEMENT OF THE GUARANTEE 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. I I i i III- I�i i iI Ii iI Ii iI I Ii i lI I WILL CHANGE WITH SOIL CONDITIONS. OF MOST PLANTING SOILS TO IMPROVE THE SOIL'S ABILITY TO RETAIN PERIOD AND PASSES A FINAL INSPECTION BY THE OWNER OR OWNERS FOLD BURLAP BACK 1/3 FROM ROOT BALL WATER AND NUTRIENTS. USE COMPOSTED BARK, RECYCLED YARD REPRESENTATIVE. 3. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. 4"-6" TOPSOIL MOUND FERTILIZER: 10-6-4, COMMERCIAL WASTE, PEAT MOSS, OR MUNICIPAL PROCESSED SEWAGE SLUDGE. ALL UNDISTURBED DESIGNATION, 1.5 POUNDS PER ONE PUBLIC 24" MINIMUM INCH OF CALIPER. PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE 12. CLEANUP e o d SUBGRADE EXISTING RIGHT OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. RECYCLED A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE o° °'• o REINFORCED I GROUND OF MATERIAL BY THE SUPPLIER. AVOID MATERIAL WITH A H HIGHER THAN FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL °°. RUBBER HOSE WAY P (1/2" DIA. BLACK) 75 MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. �� • DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT • •. NOT TO SCALE - - MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE R 25' OWNER'S AUTHORIZED REPRESENTATIVE. DOUBLE #10 GA. z ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR "° GALVANIZED WIRE PLAN VIEW L GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO o GUYS TWISTED if BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING 2" DIA. HARDWOOD I^ IMPROVE DRAINAGE IN HEAVY SOILS BY PLANTING ON RAISED AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING I STAKES 2/3 TREE HT. MOUNDS OR BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET 3 PER TREE _ c` TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS 3" SHREDDED C-1 MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY WITH HARDWOOD BARK MULCH ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% HERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS SAUCER RIM AND DISEASE. FINISHED GRADE PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED c� OF THE TOTAL MIX. ROOT BALL //\/\\ TOPSOIL COARSE GRAINED SOILS FINE GRAINED SOILS 0 TO 2% 50 FT 100 FT MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, / // // / B. PLANTING \�� � PLANTING MIX: 2% TO 5% 100 FT 200FT AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING -fes�- POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE :III=II I- I I=III-III=I -III-III: 1 PART PEAT MOSS >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) �C PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF -III=I I -I I-I I=I I 1=III-I 1 PART COW MANURE - - I- 3 PARTS TOPSOIL (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. L� EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. ERODED OR BARE AREAS. IIIIIIIII. -IIIIII ;- I I� L 4'-6" TOPSOIL MOUND CHART 1 I 13. MAINTENANCE (ALTERNATE BID) UNDISTURBED COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. SUBGRADE DECIDUOUS TREE PLANTING DETAIL STABILIZED CONSTRUCTION d , NOT TO SCALE NOT TO SCALE ` �. 'iP_�"�� ,,s �--� _ r o 6" MIN. LA 18" STAKE INTO UNDISTURBED PLANTING BED L`A e� GROUND EVERY 30" O.C. j SECURE / M I RAFI 100X" INCORPORATE 2" OF PEAT INTO FILTER FABRIC U 3/16"X4" METAL EDGING SUPPORT WIRE a m �O L R ENGINIEERING,cc6 OF PLANTING MIXTURE, AS NSPECIFIED ��v1" FINELY SHREDDED 1. CONTRACTOR IS TO CLEAN INLETBACKFILL AFTER �y'o LAWN AREA INSTALLATION OF -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIROINMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS - COMPOSTED COMPOSTED BARK FILTER AFTER EVERY STORM � � FINISHED GRADE 2. CONTRACTOR TO REMOVE FABRIC INLET FABRIC o o NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK = 3/16" x 4" METAL EDGING AND MESH JUST PRIOR TO >- } (215) 393-8300 (516) 872-2000 g 5 STERLING, VIRGINIA SOUTHBORO, MA (01772 w z Z (908) 668-8300 ,'.`,`,'.'.','.` cn WATCHUNG, NEW JERSEY ,•,�,;,•,�,�, z 0 0 (703) 709-9500 (508) 480-9900 `f`}`i`i'+ INLET LT JL DETAIL Y TOWN & COUNTRY HOMES INC. OF NEW ENGLAND FINISHED GRADE o ? ? PROJECT: PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT TITLE: CONSTRUCION L O m w W 289 DERBY STREET, CITY OF SALEM MINIMUM 4" TOPSOIL � NOT TO SCALE o m m LOT #441 , MAP #34 DETAILS _ _ _ I I I I I I I Q a z z ESSEX COUNTY MASSACHUSETTS :ISI-ISI- II ISI-ISI-ISI III III 18" STAKE INTO UNDISTURBED w w w W.D . ALE:(H) AS DATE: - I I= I =III-III-I I I I I I I I I I I ( I I 3" THICK LAYER OF SHREDDED o a a a I IGOEBEL � QURSEY V NOTED 04/28/04 SHEET No: 1- GROUND EVERY 30" O.C. :I - - HARDWOOD BARK MULCH (TYP.) N N Ln cn E -I11 TOPSOIL I I w w w w o �h��� '"�s DRAWN BY: PROJECT No: GROUNDCOVER/ANNUAL PLANTING I I- -I i = UNDISTURBED SUBGRADE o m v ,�:- TAG wo4o937 MIRAFI WEED BARRIER FABRIC o STEPHEN R Gs CHECKED BY: CAD I.D. : N PROFESSIONAL ENGINEER ` 0 EER LIVID W040937ss5LO�l7 NOT TO SCALE l�� MULCH BEDDING INSTALLATION DETAIL o o � o MASSACHUSETTS LICENSE No. 268 MA iv LIC S No. 93084 RHODE ISLAND LICENSE No. 7268 E HA{�P REV. No. C: O o CONNECTICUT LICENSE No. 21854 NOT TO SCALE > NEW HAMPSHIRE LICENSE No. 10280 7110 CONSTRUCTION CHECK DATE L � M N MAINE LICENSE No. 9490 roNAL 4 I f I ------------------------------ I RAMP PLANTINGS 5 ° UP TO STREET LEVEL g ° . a SITTING WALL PARKING DOW TO PARKING y ENTRANCE DN PLANTINGS / �X�? ' 12 UP 3R 11 'X v ` ;, PUBLIC PLAZA COMMERCIAL / VXX, SPACE � ;�,r 2200 SQ. FT. 10 �\ \ to v PUBLIC PLAZA > _ X CD 10 A� 3 x \ PLANTINGS PLANTINGS -- - f. ° —� 48 H ° w a W ,K, u 0 ' o �x \ FACILITY OF 6 PUBLIC ACCESSX , X/ _--{ 7H 2660 SQ. FT. \;� ;< x PUBLIC PLAZA ( n zXy UP 4R v l >11 c. <; x�IX XxCID ; MAIL DN MECH . --_-- ' UP i LOBBY x �a . ° . . PLANTINGS ,� � PLANTINGS y' i t J7 — THIS PLAN REFERENCES A PLAN ENTITLED UR� i "GROUND LEVEL PLAN" BY THE MARTINS GROUP I I 130 SYLVAN STREET, DAN RS, MA, DATED ----�---- — L_� I 9/1/04, SCALE: /$ —1cl f .�. z _. ,. ° L r (r u: •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORKO O KE ROAD n (215) 393-8300 (516) 872-2000 g 5 STERLING, VIRGINIA SOUTHBORO, MA 01772; F O O 703 709-9500 (/508 480-9900 WATCHUNG, NEW JERSEY a� w Z Z ( ) t (908) 668-8300 Y o o PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: c o > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT GROUND o m � � 289 DERBY MSTREET4 CITY OF SALEM LEVEL PLAN n z z ESSEX COUNTY MASSACHUSETTS = w w w SCALE:(H� /8"=1' DATE: z N W.D . GOEBEL S.P?�>�* , j SEY w (V)l/8"=1' 04/28/04 SHEET No: w w w w o �o STEPHEN DRAWN BY: PROJECT No: DecQIR TAG W040937 y CHECKED BY: CAD I.D. #: O O O O PROFESSIONAL ENGINEER R FWIj 4E G ER LIVID W040937ss5 OF 17 O o o N o MASSACHUSETTS LICENSE No. 42644 TT o. 36424 o RHODE ISLAND LICENSE No. 7268 REV. No. O 0) r No. 9308 J O O CONNECTICUT LICENSE No. 211354 MA 8 > NEW HAMPSHIRE LICENSE No. 10280 VERM o. 7110 r7 N 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE L - I 2 3 4 5 6 I 1, I A I I � i 1486 SQ. FT. !, 1148 SQ. FT. I 1 i N I �P _ _— --- i 1076 SQ, FT. 1377 SQ. FT. 1 ' 1 1400 S . FT. 1 Q 1256 SQ. FT. MECH . 1400 SQ. FT. L 1 I LC I MECH . SDN —I-- I P -+ --- -- - - - - ---- F THIS PLAN REFERENCES A PLAN ENTITLED SECOND FLOOR PLAN BY THE MARTINS GROUP, G 130 SYLVAN STREET, DANVERS, MA, DATED .I � I - _-___-__ ---- ---- - ------- ___ _ --- ----- -- --- ___ 7/14/04, SCALE: %"=1 '. T '1 ' -- -- +-- - ------ -- --- ',' ' 1 E) 3 it I I �r Q ENGINEERINGMeO `� l F •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• L y I O O NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK (21 s) 0SOUTHBORORNPIKE ROAD MA 01772 ( 516) 872-2000 � STERLINGG,, VIRGINIA 352 TUA „ WATCHUNG, NEW JERSEY i Z C7 O (703) 709-9500 (508) 4810-9900 9D8 s y W Z Z ( ) 68-8300 I; j j a PROJECT: TOWN & COUNTRY HOMES, INC. OF NE1W ENGLAND TITLE: c t o m m PROPOSED CONDOMINIUM & RETAIL DEVELOIPMENT SECOND 0� LOT #441, MAP #34 m m w w 289 DERBY STREET, CITY OF SALEM FLOOR PLAN L ch a z z ESSEX COUNTY MASSACHUSETTS c; a = w w w SCALE: H 8" 1' DATE: 04 28 04 D d d m W.D . / ,cn m to E GOEBEL S. ��r s, RSEY V1/8":1 SHEET No: w w w w o Att. N„y DRAWN BY: PROJECT N0 � o' � TAG W040937 d d EY -+ a'' CHECKED BY: CAD I.D. #: PROFESSIONAL ENGINEER LD W040937ss5� OF 17 O O O N o MASSACHUSETTS LICENSE No. 42644 AC S o. 35424 a; rn N L�US1'T o RHODE ISLAND LICENSE No. 7268 No. 9308 REV. No. J O O CONNECTICUT LICENSE No. 21854 �� C' j NEW HAMPSHIRE LICENSE No. 10280 VE N 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 I � � I � I i I, , 1211 SQ. FT. 1148 SQ. FT. I � I I ` N I I 1 - 0P _ I I _ CBD- 1076 SQ. FT. ,I t i 1112 SQ. FT. i i r I j ` I 1400 S FT. 1256 SQ. FT. MECH . J i J 1138 SQ. FT. t: `I I, Q L '^ VN N I j MECH . ------- lV ITi I, I J THIS PLAN REFERENCES A PLAN ENTITLED THIRD FLOOR PLAN BY THE MARTINS GROUP, 130 SYLVAN STREET, DANVERS, MA, DATED G 7/14/04, SCALE: % G) � < n PC. -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• 1 I o 0 352 TURNPIKE ROAD NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK (215) 393-8300 _F ` I co STERLING, VIRGINIA WATCHUNG, NEW JERSEY 516) 872-2000 I 5 5 SOUTHBORO, MA b1772 f I z z 0 (703) 709-9500 (508) 480-9900 (908) 668-8300 j Li 17 =o PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: y I i o m m PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT THIRD FLOOR LOT #441 , MAP #34 om 289 DERBY STREET, CITY OF SALEM PLAN � a z z ESSEX COUNTY, MASSACHUSETTS = w Of w o a a a SCALE:(V�l�8,>=1 DATE: 04/28/04 SHEET No: 3 N � E W.D . GOEBEL SOP EYFc, - > > > E � DRAWN BY: PROJECT No: o v St'E., K\P H ECKED BY: CAD I.D. o TAG W040937 0 0 0 o LIVID W040937ss5 OF 17 � PROFESSIONAL ENGINEER E` P F- S$I�I`8"64�N N R a; 0 0 o N o MASSACHUSETTS LICENSE No. 42644 MA 4 36424 O\ o RHODE ISLAND LICENSE No. 7268 NE t 9308 REV. No. J o' o CONNECTICUT LICENSE No. 21854 MAINE NAla, r7 c� HAMPSHIRE IC9490 ENo. 10280 VERMONT 110 4 MANE LICENSE No CONSTRUCTION CHECK DATE L . u ' 1 2 3 4 5 ,1 i 1 q I � i � r 1160 SQ . FT. '� 1100 SQ . FT. I t I � f 1 N P -- i 1 I 1 1 i I '1 1090 SQ . FT. I 1068 SQ . FT. I I I D II i 1 1 4 5 S Q ..� FT. ' I I i I ROOFTOP 1085 SQ . FT. I ITERRACE FOR MECH . RESIDENTS ONLY I LIMIT OF i TOP UNIT Qcr i MECH . 'IDN . 1T F-1 i--- -- — THIS PLAN REFERENCES A PLAN ENTITLED I "SIXTH FLOOR PLAN" BY THE MARTINS GROUP, I y I G 130 SYLVAN STREET, DANVERS, MA, DATED - ------_ __-------------------- - 7/14/04, SCALE: %"=1 '. ----------------- CID --------- --- G) OrTLEIM Im w xv tr 9 u: •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA MELVILLE, NEW YORK 1 0 0 352 TURNPIKE ROAD (215) 393-8300 NIA SOUTHBORO„ MA 01772 (516) 872-2000 i 57E031N709-1195100 508 4NO-9900 w WATCHUNG, NEW JERSEY (D 0 z z ( ) (908) 668-8300 4 Y TOWN & COUNTRY HOMES, INC. OF NE' ENGLAND � o PROJECT: PROPOSED CONDOMINIUM & RETAIL M In DEVELOIPMENT TITLE: SIXTH FLOOR 1 o LOT #441 , MAP #34 289 DERBY STREET, CITY OF SALEM PLAN ( a z z ESSEX COUNTY MASSACHUSETTS s' w cn of Of E 11 • • GOEBEL S.P SCALE:(H71/8"=1' DATE: 04/28/04] L o � a a E E V 1 8"=1' SHEET No: v� n cn cn E o w w w w o pe ' ,s DRAWN BY: PROJECT No: pVtL H TAG W040937 r HECKED BY: CAD I.D. #: 0 0 0 0PROFESSIONAL ENGINEER PDQ A _R LMD W040937ss5 OF 17 u; a� O o o N p MASSACHUSETTS LICENSE No. 42644 MAS T 36424 O\ O RHODE ISLAND LICENSE No. 7268 NEW ASI o. 9308 REV. No. J O O CONNECTICUT LICENSE No. 21854 MAINE LI 8 C7 > NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 � r') N — � MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE L I II r RAMP UP TO STREET LEVEL 13 E DOWN TO PARKING 14 STORAGE 0 750 SQ. FT. 15 MECH . 47 UP 40 41 42 43 44 45 46 48 U 16 o LL_ � _ Q 17 39 00Q iJ 0 18 38 o�J ONE- WAY f- 37 19 20 , 19 1 20 19 , 2 0 36 57 56 55 54 53 52 , 51 50 49 y � 1 35 21 I i i z 34 22 ONE - WAY CID i 33 23 g„ 8' Y Cr Q 32 31 UJ P L 30 2928 27 26 25 24 ELEV. ` ROOM MECH . ,J THIS PLAN REFERENCES A PLAN ENTITLED "UNDERGROUND PARKING PLAN" BY THE 3 _ MARTINS GROUP, 130 SYLVAN STREET, DANVERS, r MA, DATED 9/1/04, SCALE: Y8 -41 u < < < U BORLER ENGINEERENIG4 1� T F -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• NORTH WALES, PENNSYLVANIA MELVILLE. NEW YORK 0 0 352 TURNPIKE ROAD a (215) 393-8300 (516) 872-2000 = V) g g STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY wZ z (703) 709-9500 (508) 480-9900 (908) 668-8300 Q � PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: om m PORO�4ED CONDOMINIUM� P & RETAIL DEVELOPMENT UNDERGROUND o m 289 DERBY STREET, CITY OF SALEM PARKING PLAN c; a z z ESSEX COUNTY, MASSACHUSETTS w w w W a a- d W.D . G S. ��``` SEY SCALE:(V�l�804/28/04 SHEET No: LO cn to N E EPHDRAWN BY: PROJECT No: ww w w o � � � -+�, � - TAG W040937 d 0 0 PROFESSIONAL ENGINEER gCINiL Gtl R ECKED BY: CAD I.D. #: 0 0 0 o LIVID W040937ss5 OF 17 E E J; O O O N p o. 3642.4 MASSACHUSETTS LICENSE No. 42644 o RHODE ISLAND LICENSE No. 7268 NE No. 9308 REV. No. o o CONNECTICUT LICENSE No. 21854 MAIN 08 HAMPSHIRE No. 10280 VERMONT LI No. 7110 MAINE LICENSENo.LICENSE0 4 CONSTRUCTION CHECK DATE d 0 t 1 2 3 4 5 6 I I I DS DS FDS rDS DS DS O A — ---- --- -- --- I ! I 4 I DS DS I ! A � RD DS � DS -� I I I 1 � I _ i I I I i i DOWNSPO T DS I ,� I I` ROOF DRAIN I ' � vDS DS AREA OF FLAT ROOF: - – --- __ 5 , 300Q FT - ----- V ! _�A-- AREA —_ -- OF SLOPED R00F: ! ------ ---- R D __--- 3 , 1 10 S6 . FT. - RD DS DS I ` ' DS ° © ` ; AREA F FLAT ROOF. I 2 , 800 SQ . FT. c� I DS o �! rRD '.' i ' ! THIS PLAN REFERENCES A PLAN ENTITLED "SIXTH FLOOR PLAN" BY THE MARTINS GROUP, 3 G ! 130 SYLVAN STREET, DANVERS, MA, DATED _--- - --- ----- 7/14/04, SCALE: %"=1 '. ------------------ CID i S S DS D S D S i DS DD S -- --- _ — --- --- — --------- A SS ENGINE 0� ROW i u: •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIR;ONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• I 1 NORTH WALES, PENNSYLVANIA 0 0 352 TURNPIKE ROAD C MELVILLE, NEW YORK 7 (215) 393-8300 SOUTHBORO, 772 (516) 872-2000 1n STERLING, VIRGINIA WATCHUNG, NEW JERSEY I !! I Z CD 0 z (703) 709-9500 (508) 480-9900 L z i I I I ! a Es 3 PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENIGLAND TITLE: o > > PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT I LOT ROOF PLAN ` I 0 m W w 289 DERBY MSTREET, CITY OF SALEM a a z z ESSEX COUNTY MASSACHUSETTS L = www SCALE:(V��8 1' DATE: / / SHEET No: >Li V.D . GOEBEL S.P SEY Ln cn Ln cn E �� 04 28 04 DRAWN BY: PROJECT No: ui L�j Li Li u STEPHEN P. TAG W040937 0 0 0 0 H CHECKED BY: CAD I.D. #: u; ^ 01 N PROFESSIONAL ENGINEER �I�6Qk4E GI ER LMD W040937ss5 OF 17 i O O O O o CONNECTICUTTLICENSESNoN2185444 o. 36424 J o RHODE ISLAND LICENSE No. 7268 N No. 9308 REV. No. MA ,I� 8 j NEW HAMPSHIRE LICENSE No. 10280 VERIA I 7110 1) N — MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4