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50 PALMER ST - PLANNING (3) • CITY OF SALEM PLANNING BOARD Site Plan Review Decision 50 Palmer Street C-= December 2, 2005 o f nC-) n. mac. I O�- Salem Point Rental Properties Corporation Madeline Nash w C- . 102 Lafayette Street N my Salem, MA 01970 Cr -. RE: 50 Palmer Street, Site Plan Review On Thursday, October 20, 2005, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Salem Point Rental Properties Corporation, 102 Lafayette Street, Salem, MA, for the property located at 50 Palmer Street. The proposed project includes the demolition of the existing structure and the construction of a new three-story residential structure with a footprint of 7,300 square feet. The new structure will include 15 units of affordable housing, which will consist of six two-unit townhouses and three attached single- family condominium units. The Public Hearing was continued to November 3, 2005, November 17, 2005 and December 1, 2005. The Public Hearing was closed on December 1, 2005. At a regularly scheduled meeting of the Planning Board held on December 1, 2005, the Planning Board voted by a vote of six (6) in favor (Power, Moustakis, Puleo, Sullivan, Ready and Lombardini), none opposed to approve the Site Plan Review application subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled, "Attached Housing Development Located in Salem, Massachusetts Applicant and Developer Salem Harbor Community Development Corporation" Sheets 1-6 and E-1, prepared by Merrimack Engineering Services, 66 Park Street, Andover, MA 01810, dated 10-13-05. Revised Plans reflecting all conditions must be submitted and approved by the City Planner prior to the issuance of a building permit. 120 WASIIINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 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 necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site g. A Construction Management Plan and Construction Schedule shall be submitted by the applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be a demolition plan, information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. 4. Clerk of the Works A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as is deemed necessary by the City Planner. 5. Utility Poles a. The developer must relocate one utility pole at Naumkeag and Palmer Streets, and straighten the other utility pole on Naumkeag Street, as required by the Fire Department. b. The developer must pay for the relocation/alteration of the utility poles. 6. Proposed Recharge Facility 2 Developer must verify that water levels for groundwater, including during high tide, will not come into contact with the proposed recharge facility to verify that the facility will function unimpeded. A written report,including the data collected and describing the data collection method, must be submitted to the City Planner and the City Engineer prior to issuance of all Building and Street Opening permits. 7. Sewer Service a. The location of the prior sewer service will be determined during construction and should be included on revised plans to be submitted to the City Planner b. The existing sewer service will either be cut and capped at the City's Main if to be abandoned, or it will be cleaned and taped by CCTV with a video tape copy and report of structural condition submitted to the City Engineer—to be completed prior to issuance of a building permit. 8. Pavement Treatment Final repair of existing roads and sidewalks to be approved by Bill Merrill, Assistant Director of Public Services. Existing conditions shall be documented prior to the start of construction by the city. Infrared treatment of pavement will be completed if requested by the city. 9. Fencing a. The applicant shall submit specifications for the fence to be placed along the property line to the City Planner for review and approval prior to the issuance of a Building Permit. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 12. Utilities Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. Utilities shall be underground utilities, including electric. 13. Department of Public Properties All work shall comply with the requirements of the Department of Public Properties. 14. Department of Public Services The applicant, his successors or assigns shall comply with all requirements of the Department of Public Services 15. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan, particularly showing the rear parking lot, shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. 3 c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 16. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 17. Noise Following occupancy of the building, if the Health Department receives any complaints concerning noise emanating from the air conditioner units, the applicant shall be required to conduct a noise test at 2 AM on a date specified by the City Planner. If the test determines that the decibel level is three (3) or more decibels (dB(A)) higher than the level at pre- development, the applicant shall make improvements as required by the City Planner to reduce the decibel level below 3 dB(A). The applicant shall submit a plan for review and approval by the City Planner to make any improvements necessary. 18. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 '/z" caliper, as measured at the trunk. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. Any street trees removed as a result of construction shall be replaced. The location of the trees shall be approved by the City Planner prior to replanting. All requirements e. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. 19. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 20. Certification by City Engineer No permits shall be issued for construction until all of the site utilities, including but not limited to drainage, have been addressed and resolved to the satisfaction of the City Engineer. This requirement shall include, but not be limited to, issuance of all Building and Street Opening permits. 4 21. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 22. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Walter B Power, III Chairman 5 00 do G GENERAL NOTES SPF �sr A) PROPERTY LINES AND ZONING INFORMATION SHOWN HEREIN ARE OBTAINED FROM EXISTING PLANS AND RECORDS SEE ESSEX SOUTH DISTRICT REGISTRY OF DEEDS 5 � SITE DEVELOPMENT PERMIT PLAN BK #21656 PG #298 FOR SITE DEED. SEE CITY OF SALEM ASSESSORS MAP #34 LOT #162 FOR SITE. vy�Go�GR ' B) CONDITIONSON AN ATCHED HOUSING SUR EY PLAN FOR THIS SI TE PREPARED THIS YNORTH SHORE BASED SURVEY ORP./DA TM ED �oCus 'T'ADECEMBER 10, 2003. DEVELOPMENT C) THE PROJECT 1S DETERMINED TO BE OUTSIDE 100— YEAR FLOODPLAIN AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY COMMUNITY PANEL NUMBER 250102 0005 B LOCA TED 1N PANEL 5 OF 5 MAP DATE REVISED, AUGUST 5, 1985. PALMER COVE CONSTRUCTION NOTES SALEM MASSACHUSETTS LOCUS MAP 1. UTILITIES SHOWN HAVE BEEN COMPILED BASED ON EXISTING PANS AND RECORDS, ACCURACY, LOCATIONS AND COMPLETENESS IS NOT GUARANTEED TO BE SCALE 1" = 600' CORRECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE APPLICANT AND DEVELOPER LOCATION AND ELEVATION OF ALL UTILITIES WHICH MAY AFFECT THE WORK. CALL, TOLL—FREE, THE DIG SAFE CALL CENTER AT 1-888-344-7233 SEVENTY—TWO LEGEND HOURS PRIOR TO EXCA VA TION. 2. ALL EXISTING UTILITY GATE BOXES, MANHOLE FRAMES AND COVERS, CATCH 1 SB DH STONE BOUND DRILL HOLE BASIN FRAMES AND GRATES AND OTHER CASTINGS TO BE RETAINED SHALL BE i, ❑ CB CATCH BASINSALEM HARBOR COMMUNITY ADJUSTED TO LINE AND/OR GRADE. ANY WORK REQUIRED ON ELECTRIC, GAS, QD DMH DRAIN MANHOLE CABLE TV OR TELEPHONE STRUCTURES AND LINES SHALL BE CARRIED OUT BY THE OWNER. INV INVERT S SLOPE3. CA TCH BASINS DAMAGED OR FILLED WITH SEDIMENTATION DURING THE CONSTRUCTION PROCESS SHALL BE CLEANED, FLUSHED AND/OR REPLACED AT DS DOWNSPOUTDETTHE CONTRACTOR'S EXPENSE. *I.R. SET IRON ROD SET ( (S)SMH SEWER MANHOLE 4. PUBLIC OR PRIVATE PROPERTIES, BEYOND THE WORK LIMITS, SUCH AS MAIL BOXES, LIGHT POLES, SIDEWALKS, SHRUBS, FENCES, STREET SIGNS, ETC. QTMH TELEPHONE MANHOLE DAMAGED OR DISTURBED SHALL BE FIXED OR REPLACED AT THE CONTRACTOR'S • WG —88-- WATER GATE DESIGNER: EXPENSE, AS REQUIRED OR DIRECTED BY THE ENGINEER. • GG --H GAS GATE • CO CLEAN OUT MERRIMACK ENGINEERING SERVICES 5. PRIOR WRITTEN NOTICE OF AT LEAST 72 HOURS SHALL BE GIVEN BY THE • WSO WATER SHUTOFF 66 PARK STREET CONTRACTOR TO THE CITY OF SALEM WATER AND FIRE DEPARTIVENTS, WITH ANDOVER MASSACHUSETTS 01810 A COPY OF SUCH NOTICE SUBMITTED TO THE ENGINEER, BEFORE ANY WATER • GSO GAS SHUTOFF TEL: (978) 475-3555 FAX (978) 475-1448 MAIN IS SHUT OFF. IN NO CASE SHALL A GATE VALVE OR HYDRANT BE OPENED OR w SIGN ON POST SHUT WITHOUT PROPER AUTHORIZATION. THE EXISTING WATER SERVICE SHALL BE D4 GV GATE VALVE CUT AND CAPPED AT THE EXISTING WATER MAIN IN PALMER STREET. THE PROPOSED HYD HYDRANT ,•��r,�oOFi44S. P��NOF14.4 INSTALLATION OF THE FIRE HYDRANT, TREES, VALVES, AND THE DOMESTIC AND cy FIRE PROTECTION SERVICES SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SALEM UP UTILITY POLE e. R06ELEY' G�� WATER DEPARTMENT STANDARDS FOR MATERIALS AND METHODS GATE VALVES (4" & 6") *LP LIGHT POLE 0 cI IL SHALL BE IRON BODY, BRONZE TRIM, NON—RISING STEM, SINGLE WEDGE, RESILIENT SEAT. No. 3165 00 MECHANICAL JOINT'S SHALL BE FLANGES WITH GLANDS OR MEGALUG ON DUCTILE E ELECTRIC CONDUIT L� �o' 9s�'sY IRON PIPE. FP FIRE PROTECTION oN c — —FD— — FOUNDATION DRAIN STEPHEN E. A SKI, R.L.S. BERT C. EY, P.E. 6. IMMEDIATELY PRIOR TO PLACING NEW BITUMINOUS CONCRETE ADJACENT TO D DRAIN PIPELINE EXISTING BITUMINOUS CONCRETE, THE VERTICAL FACE SHALL BE CLEANED AND S SEWER PIPELINE COATED WITH BITUMEN FOR TACK COAT • W WATER PIPELINE 7. TOP OF CURB SHALL BE 6 INCHES ABOVE GUTTER GRADE UNLESS OTHERWISE T TELEPHONE CONDUIT DIMENSIONAL AND DENSITY SUMMARY NOTED. G GAS PIPLINE ZONE DISTRICTS.- (B-1) NEIGHBORHOOD BUSINESS, (R-3) MULTI—FAMILY RESIDENTIAL WS WATER SERVICE 8. BEFORE ANY DRAINAGE STRUCTURES ARE CONSTRUCTED OR CONNECTIONS ARE SS SEWER SERVICE USE. MULTI—FAMILY DWELLING MADE, THE CONTRACTOR SHALL DETERMINE THS ACTUAL LOCATION OF GS GAS SERVICE ITEM REQUIRED PROVIDED SUBSURFACE STRUCTURES AND DRAINAGE INVERTS TO AVOID CONFLICTS WITH OHW OVERHEAD WIRES UTILITIES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MINIMUM LOT AREA 6,000 SF. 15,209 SF = 0.35 AC X CLF CHAIN LINK FENCE 9. HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER PIPES SHALL BE A O WSF WOOD STOCKADE FENCE c MINIMUM LOT AREA PER MINIMUM OF 10 FEET BETWEEN OUTSIDE OF PIPES. WHERE THE HORIZONTAL DWELLING UNIT (S 3,500 1,000*F.) SEPARA TION CANNOT BE ACHIEVED, THE SEWER PIPE SHALL BE LOCA TED A ❑ WPF WOOD PICKET FENCE MINIMUM OF 18 INCHES BELOW THE WATER PIPE (MEASURED BETWEEN THE - -162-- EXISTING ELEVATION CONTOUR LOT FRONTAGE 125' MIN 114.63'* OUTSIDE -OF THE PIPES). WHERE NEITHER HORIZONTAL NOR VERTICAL — — 6�-- PROPOSED ELEVATION CONTOUR MINIMUM LOT SETBACKS.• SEPARATION CAN BE OBTAINED, BOTH PIPES SHALL BE ENCAc'F0 IN CONCRETE. 162X12 SPOT ELEVATION ,* THE EXISTING BUILDING SEWER SERVICE SHALL BE LOCATED, ABANDONED, AND FRONT 15 2.07 CAPPED PROPERL Y A T THE CITY SEWER MAIN WITHIN THE RIGHT OF WA Y. i HCR HANDICAP RAMP SIDE 20' 2.02'* 10. EXISTING PAVED ACCESS DRIVEWAYS TO BE ELIMINATED. SAWCUT PAVEMENT VC VITRIFIED CLAY REAR 30' — ALONG EDGE OF ROAD, REMOVE AND DISPOSE OF PAVEMENT tv_` TERIALS. CI CAST IRON MAXIMUM BUILDING HEIGHT 30' 35'* REGRADE SUBBASE GRANULAR MATERIAL. INSTALL VERTICAL GRANITE CURB AND HP HIGH PRESSURE CEMENT CONCRETE WALK TO MATCH EXISTING. THE PORTIONS OF EXISTING SIDEWALK BCB BITUMINOUS CONCRETE BERM LOT COVERAGE 357 457* DISTURBED OR DAMAGED AS A RESULT OF THE CONSTRUCTION ACTIVITIES ASSOCIATED BIT. CONC. BITUMINOUS CONCRETE PARKING SPACES IN R-3 15 SPACES WITH THIS PROJECT SHALL BE REMOVED AND REPLACE WITH 4" THICK CEMENT W.F. WOOD FRAME ZONE PER DWELLING UNIT (DU) 1.5 SP/DU x 15 UNITS = 23 SPACES OR 1.0 SPACES/DU* CONCRETE UP TO THE NEXT ADJACENT CEMENT CONCRETE SQUARE, OR AS CAL CALCULATED OTHERWISE DIRECTED BY THE CITY ENGINEER. *VARIANCE OBTAINED FROM THE 11. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS NECESSARY REC RECORD SALEM BOARD OF APPEALS RET. RETAINING OR AS DIRECTED BY THE OWNER DURING CONSTRUCTION, SUCH AS TEMPORARY PROP. PROPOSED SEDIMENTATION BASIN, ROW(S) OF HAY BALES AND/OR SILT FENCING SHALL BE IMPLEMENTED TO PREVENT ANY ADVERSE IMPACTS DUE TO WEATHER PRIOR TO c0 ,:4eU,.jII'L) vt1OPiVENT RCP REINFORCED CONCRETE PIPE COMPLETION OR STABILIZATION OF SITE WORK. CLDI CEMENT LINED DUCTILE IRON 12. A HOMEOWNER'S ASSOCIATION FOR THE OWNERS OF THIS AFFORDABLE HOUSING DEVELOPMENT .•R[ HDPE HIGH DENSITY POLYETHYLENE PLANNING Bo, ) INDEX SHALL INCLUDE DOCUMENTS WHICH SPECIFY THAT THE ASSOCIATION WILL BE RESPONSIBLE FOR HCR HANDICAP RAMP APPROVED SHT. 1 TITLE SHEET THE PROPER OPERATION AND MAINTENANCE OF THE SUBSURFACE ROOF RUNOFF' RECHARGE RD ROOF DRAINSHT. 2 EXISTING CONDITIONS FACILITY, THE PRIVATIZATION OF TRASH REMOVAL, SNOW REMOVAL AND DISPOSAL, AND CL CLASS SITE: PLAN GENERAL MAINTENANCE. EXIST. EXISTING SHT. 3 LAYOUT AND MATERIALS SITE DEVELOPMENT PERMIT PLAN F.F. FIRST FLOOR SHT. 4 GRADING AND UTILITIES ATTACHED HOUSING DEVELOPMENT T. C.F. CELLAR FLOOR SH5 DETAILS APPROVED BY THE CITY OF SALEM PLAN SOF LAND D.I. DUCTILE IRON PLANNING BOARD SH T. 6 LANDSCAPING IN T.C. TOP CURB SHT. 7 LIGHTING SALEM, MASSACHUSETTS B.C. BOTTOM CURB EXISTING ,TREE DATE FOR DEVELOPER SALEM HARBOR COMMUNITY N PROPOSED TREE/SHRUB DEVELOPMENT CORPORATION REV. DATE REVISION DESCRIPTION 102 LAFAYIETTE STREET 0 SALEM, MASSACHUSETTS 01970 1 5/24/05 DRAINAGE & UTILITIES (978) 745-8071 2 8/29/05 CURB CUT & DETAILS SCALE: AS NOTED DATE: DECEMBER 28, 2004 cn 3 9/16/05 GRADING & UTILITIES REV.: OCTOBER 13, 2005 4 10/13/05 UTILITIES & DETAILS MERRIMACK ENGINEERING SERVICES TITLE SHEET 66 PARK STREET } ANDOVER, MASSACHUSETTS 01810 1 OF 7 4 I ( RK 80vN QA. G J�� gA• 6ENC pF SZpN�10�a k10 - EE�ppj P•��pN � 10 0 r oNISe I F° 3 G g 92 9 g0 0.26 y -� OH granite curb '"" 1 q2 SEE NOTE #5 ON TITLE SHEET g 10,6 8" ,N�N � "00-o f FOR ABANDONMENT OF EXISTING / G„© Env• S�9g4 v• 8 WATER MAIN (,CAST IRaN) WATER SERVICE PIPE / '° w " o W w w w w w w w w w 0 e w w w w w w R� �' vN-� A-9 3 S s s s s s s s s s s s s s s s s 5 �pn�N c►.� A-9 9�6 k kg g ` k10�g 10�3 " ovGA SMN 9 �( s s M� R PALMER (PUBLIC - 40WIDE) STREET -- _ k 3 sMy o'5�o lerz Rg9 Rig 16 R Z 1D R � z to c G G G G c NIT N / `N�RZ•�oN c c it P. D 00% 26 _ _ Ryg.2No�9� 4 —tet + sTm R'1�• `' / �� 2.39 9ronite curb g�1 �5��daL ° 23 K V 8 G G G G G 91 9 POWER 3 9 69 ranite curb eo°�roox a6 5 c ` S69'43'37"E w 9 1 k ° G S69.50 53 W 128.32 PL. BK. 370 PL.68 concrete sidewalk / 128.31 v calculated and held �RpN 1031 1003 W R��zo p0 •�p`� s ry I s 9 8a -. 3 1°a2 � I N 62 o O W Q � aJ 3 >• N y CD w \ 7.2'' I CD oc to to \ 1° / •m Cs O 11 0 r is 11 1 \ 10 9 t m y 3 '3 PNN Y �2aQ R.9• $ �` I 28.4'. 30.1' o O rn `e I %d 1 901. g 81 r ^ N V ! g15 i I l FORMERLY IN a, KEEFE'S PUB , w a \ o 9 \ ONE STORY 1 520 0 n. 1 00 BUILDING °0 a- a \ ci � o { a N r7 3 I #50 " 06 102 a O l °M� 11N�• �, 1 m o l 1 N R Env•1 d O a II -a �J �'I X55 � l � \ k1°• ' \N�•� \Nv'v t' 9 56 \ , C NOTES: ,'5.41 to 0�31 N go •� \ !I U, 1. DEED REFERENCE FOR LOCUS IS RECORD BOOK 211656 PAGE 298. �' i a ; 6 ' 2. PLAN REFERENCE FOR LOCUS IS PLAN BOOK 370 PAGE 68. X a � 'O , I 3. ZONING DISTRICTS ARE BUSINESS NEIGHBORHOOD 1(131) AND 1 B1 5.4 / g 39 ' 32 RESIDENTIAL MULTIFAMILY (R3). t ` 9• GR10$!L2 N R3 aPProximote zoning boundary 76.3' 9 p 1 g� 9 0 4. THE PREMISES ARE NOT LOCATED WITHIN A FLOOD (HAZARD ZONE 0 Nom g1�o AS DELINEATED ON THE MAP OF COMMUNITY #2501,02, SALEM, MA e IOU \ ' EFFECTIVE AUGUST 5, 1985 BY THE FEDERAL EMERGENCY MANAGEMENT $k 9 a6 \ ' ( AGENCY. \ / v 5. CONTOUR INTERVAL IS ONE FOOT. N o0, 22 k101a g a1 N 6. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM. 0 \ k10 1 k1°2a 7. UNDERGROUND UTILITIES ARE SHOWN BASED ON F]ELD LOC ANIONS OF SURFACE ' `�� N / 9• , ; INDICATIONS AND PLANS OF OPERATING AUTHORITIES. THE UTILITIES AS SHOWN ON THIS PLAN SHOULD BE CONSIDERED DIAGRAMMATIC ONLY. DIG SAFE AGENCY SHOULD pN BE NOTIFIED TO DEMARCATE UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF I 0.70 9.22 1 " CONSTRUCTION OR EXCAVATION. ! 1 ' 2a 8. WATER MAIN ON CONGRESS STREET WAS NOT LOCATED. l ' 1 9. DRAINAGE STRUCTURES WERE FILLED WITH DEBRIS THEREFORE SOME PIPE LOCATIONS 1 251,\ Q N 9 2� g g5 Np�� 9• AND PIPE INVERTS WERE NOT OBTAINED. 3 w ` 1016 "W 00 , ' 10. PROPERTY LINES, TOPOGRAPHIC SURVEY AND NOTES #1-9 ABOVE TAKEN FROM g t� CONCKETE woaa to 3 I o 1 PLAN BY NORTH SHORE SURVEY CORP, DATED DECEMBER 10, 2003. 72 Qto � I 8RCAGE p AVEO " 0 0 G 1°AIDTRVST EX1SC• AY 0 . W Z II Y z ro � � b SHEA, TREE] REALT pR1VE P• 251' �' TIMp TEE OF LEA P� 9• ,� e NpL / REC 8K 139- 0 Pt- 43 SB "'t '� ���y SITE DEVELOPMENT PERMIT PLAN �t \L SE O0 PL gK• 0A o G. 3p4 E° , .. 9 3g v, , 112.22 1 p,LEXANOER'15-74 PG. 1,, E ATTACHED HOUSING DEVELOPMENT o C. BY- •252 ?I-. 43 $ I PLAN OF LAND IN � o SALEM, MASSACHUSETTS N r FOR DEVELOPER SALEM HARBOR COMMUNITY ROBERT cs`y� DEVELOPMENT CORPORATION DEY 102 LAFA)YETTE STREET 0 8 CIVIL SALEM, MASSACHUSETTS 01970 NO. 31650 (978) 745-8071 c <n A��,cF9F�ilSTEP�� �� SCALE: 1"=10' DATE: DECEMBER 28, 2004 n g19 m N REV.: OCTOBER 13, 2005 66 RRIMACPARK R ENGINEERING SERVICES EXISTING A_ F° o' S' 10' 20' 30' ANDOVER, MASSACHU,S'ETTS 01810 CO2 DI TTSF 07 S NO TES 1. ALL NON—PA VED AND NON—BUILDING AREAS TO BE LANDSCAPED d - WITH GRASS, TREES, AND SHRUBS. SEE SHEET 6 FOR DETAILS I Fav gronite curb C GV - pQ TEXISTING PAVED ROADWAYS PALMER (PUBLIC - 40' WIDE) STREET UT granite curb 23 KV EX ST. CEM. CONC. 4' SiEEi. POWER SIDEWALK (TYP.) anite curb --� _ EXISTING CURB C T TO BE REMOVED S69'43'37"E OTE # , concrete sidewalk i 2.07 2.07 ' 2.07 2.07' � LLJ ry ' t , t 'Y" � `^SC�`t 1` 1 -' l �r y y -•�''1 y " • '� t,:r•'1 � x y \ �% �"' ' ,r t ..rt t , •+. Fffi POP. ICK PAVERS Ta'JRTIA POP. ICK STEPS `•!: ' A MAI ENTRY i PROP x5 y , Y 'Yx '' ry \ - ,- , , y ELEC C ,'t �5 " .. TRAN RMER CONC PAD -'Cy�`� - i rt ���' , t t Q �, •�'iy ,�,`������ t��"\r'S,� ;,rytr�,.� i !., '�a J"`" y, t�•t �� t '- � , � t � �"'�-''y �: lJt-.. 1•..-'"� t "i�t .%r^ :� }� � �— 4-g7 > t \ ` �t, iyy� '� -', 'kms - :-""� 9. i, , \ � � ` • t"� ' { - /'` • ^ �},,t,,•s,-�' •� ''-`•-'ty-' i. � �,X-'cS'�+`� ; 1 t t ' � l °• •1 S 1 , � �`!- t`' .� ' •, y ' - �i �" , ` ,..` •- !'1_ ,... �' � }�-'••. ry` •"•- " ` ,• 'i, yam( .. r . ••• .. 0-r;, y ` r•^' - .w cQ�-Y'� ... .-� l•• ."x'.+ i.'_i� .1 l �.. -„c.�T lt..- � .[, 1 t f w t •A.•,i 'y y \ry L• ` t_„•'f` "�` ” ;�� ! s --•'i , y, j t ,` '�.�-'� ♦. ! y t' ••',• ''Il'.. •ti•+�^`, ..�% N 'QCT. . I�:G,+r t�sVa a' ,s' ' •, s • A¢ ,� f•d ••�... ,' •.`A', wA . } ap- i ♦ i,y , •, '1 ..� I y.a" _..�, V 1 1 2. TYF �- ' Lli ry ,•., PROP1 }7' f, j��'t///�/ PROP. SNOW yt CONC.(i,IA/ � � STOCKPILE • PROP-� ' ,►t' : ,.. ' Ii, Al�' �f '4.' AREA (SEE �, ' , j /' r�' i/ ,• 1;.' '.f,�i/ '' i ` SHEET 6 1 y ,� a ''C'` 00 PROP. REMOVE 7,' PROP- '" s, DOORk,,): `!: j "/,%It1S(Q ,�/��� ��� / ' "FOR OETAIL) EXIST. VERTICAL ` TRASH E �.1QZ//;i / ( P/%i,/� O o U GRANITE CURB ENCLOSUR (18f LF) �- oR �; /i? ' /if/,`lr� i �,, 1' a ' ` PROP- CE SL1 ��!/. URB SL1 �N-R CE TOP RTIC L GR C w._ ,;"' ," �;i LO �-- LA PR P.S E ETAI�� HC t�d- . .;. .. \ ! ` 1 t1j 3.65 II PROP. RESET P LE AND U HT EXIST. U-POLE N FI TURE Y" IN VERTICAL N (S E LIGHTIN N POSITION — n� P N—TYP.) t '. , K r r1 �• � 0-0 0 7-V CES ES �- S t , 0 7 SpA N ARO SPA " -� P Op• STA k �; y l-�1�- k, IlyaQ V Qw J t� "'S m Of tb �W = " -11TE S � r� y � X :�- - W t- c� W v c o pp01 4 TALL LINE ` y " i,- �-k' _�-c�t,_t .!;y N o gz Cl 'o ► p AINTEO S i - , i t ' 0 o a C, J 3 BIT. CONC' DETAIL) �� t y '' - .�- 3 Q w o ►�:� PROP. T SEE 0 ti -C y i - X -z , PAMEN C � �"''` �' y t `�� ' � °' v I• z F o w LJ W y A � Pi � y +. •; i � Ai � •• ` �� -�, _.r"t y yam. y . 3 i '-71 Ni •_ to06'56"yl d' N M CoNCR TE N83 o gLpCK SL1 1 o $ R ptG oma' 0 T P p'iED EX15 Z z 90. SL1 � o SITE DEVELOPMENT PERMIT PLAN ° 22 PROP. 6 HIGH WHITE i ,� '' � � ATTACHED HOUSING DEVELOPMENT 1'12' VINYL FENCE WITH LATTICE TOP (SEE DETAIL) ' PLAN OF .LAND ajIN N SALEM, MASSACHUSETTS FOR DEVELOPER °F"'Assgc SALEM HARBOR COMMUNITY 0 0`' ROBERT C. yGs DEVELOPMENT CORPORATION f c{vl� N 102 LAFAYETTE STREET No.31650 SALEM, MASSACHUSETTS 01970 (978) 745-8071 c SI AL wf j SCALE: 1"=10' DATE: DECEMBER 28, 2004 REV.: OCTOBER 12, 2005 MERRIMACK ENGINEERING SERVICES LAYOUT & 0' 5' 10' 20' 30' 66 PARK STREET MATERIALS } ANDOVER, MASSACHUSETTS 01810 3 OF 7 i i i PROP. MECHANICAL ¢- " JOINT PIPE CONNECTION COUPLINGS AT(D 8; Q LOCATION WHERE NEW 8 DUCTILE IRON PIPE s" D.I. OR SCH 40 JOINS EXIST, 8 CAST IRON PVC SEWER SERVICE PIPE. INSTALLATION OF PIPE " jllNTDO tWVE ASSEMBLY FROM LL REQUIRE COORDINATION LATERAL TH CITY OFSALEM WATER DEPARTMENT SERVICE PIPE WHICH INVOLVES A TEMPORARY SHUTDOWN OF r AND 45' BEND THE WATERMAIN IN PALMER STREET. USE OF w Hri w H HW "� ACV STAINLESS STEEL STAINLESS STEEL s Hw y PIPE CLAMP w-- EXPANSION BAND ` • 1 Hw 8"x8"x6" TEE PROP. 2 GAS GATEVALVE SERVICE ° FLEXIBLE RUBBER MH .5ro \31 ��� lF►E� �� © 5E) OP. 8" ISOLATION 1 d s g4 V " VALVE �� ►Ii tem°" p�GN CONCRETE TRUNK (OR CONNECTOR ��E ' 9• cvt ' 8 WATER MAIN (CAST IRON) 11 f �° " NY w w w w w Q"� �" Tc " w w LINE OR MANHOLE OR EQUAL) S s s s se CID six s s .,SAND 2" GA-TE s ws VIAws ws ws ws s w s w \N (gyp 1 GAS VE WALL ; 1Dj PROP. 2" DUCTILE IRON PROP'. 6" SANITARY SEWER s�EVP M 9 Zp DOMESTIC WATER SERVIC (('� QQ -:,' � ak ' R- PALMER ,- O�TESE�M IN Q " AGN H s s - LM ER INV.=3.4f (SEE PROFILE AND DETAI N „ �Ro sM R�9.16 0 0� STREET a �, ---_ 3 sM 1p 5s�p 36 s R,9 99 7"t DIAMETER 0 N GSMOOTH D RS REROI�TE OVER`REA6 G G ~~� NRS n0�! 0 Z RI OPENING CORE „ptJT \olv-1 .� WIRES FROM PROP. g " G c G G �-- E�E�P �N` tP�!pN �2��, 2• ' ` U-POLE RELOCATION R'g 22 'xs 9� PROP. 6 C. .D.I. FIRE PROP. 28f LF. Qt1N 3k 12 �N E� EN° 23 KV PROTECTION ERVICE 6 D.I. SEWER SERVICE -� 4 s� R� 23g OR 36" DIA. " �'1 y 'CO EXIST. 32" PRO RE CATIO OF SSE POWER S=0.046'/, c G G G G - CONC. PIPE FLOW EXIS NG Ps' � PROP. XIIST. GAS SERVICE G 0 PRO HYD ANT x TO BE- ABANDON (SEE AI x) X, �`.i ,`' :y 0x 1 G;v SMH •.-.: ;�`• •:e-•: t•f:... . .. ;..`•.,•• ...•_., ,; t.!'. ?.^ PROP 6" L. �- -1 ", \, � ` Cid-'`. ; , `��, f -�o'3p , � ;� .- .. , �.. 'Y �;"r i, l-� t�1` -�" k W R �ZpUG\A `' PLAN WA PIP 265 0 M " " .cam'��` ^ '' ,�.^�.�- 1 �.r{''SS 1..k•"1l`�"\''i, ".� 1 ".k `.''-r"y, �'� �"` '�{ 1 •''''^�i 1 -\,�,�-` , 11 NOTES: PRO 6x6 6 ; N.T.S. TAPP G SL �t_ 1. OPENING IN CONCRETE WALL SHALL BE CORED AND GA VAT, L- ," k -, .. -'-t �, ,k-�'` . -� �-t ` ,-r --,'rt -� ``�„� , ' y� V) � `- t-�' � PRy "L 1` t j'tit- .% ..;�"' USING HIGH SPEED DIAMOND DRILL. --t !/ t`+-: ICT. IT' E$1)� Pr ^ ' \ ,.�- 1 ' 1�-� \ t n h 2. ALL METAL FIXTURES SHALL BE OF STAINLESS STEEL. a i , , i ✓ y � "l �j '� � i _ ��'' .,,s-- �, ''-�..5.-'t-'X �,�� .,- 1,,-4•� ,� �j,;.�--' \.--+�,,,' =�'"���'"', -lr"'"'�,...� ..�.- •c" \ �',1 �_\ � - `'" �:�` --e �'.�- t ,,..�-'l ` t ' 1 '' �- ! 3. SERVICE LINE SHALL BE FLUSH WITH THE INSIDE OF THE CONCRETE PIPE OR WALL. 5 �` '' � t.;�"; , '�...k' , �.-•- ; �'"•e a. ,"T t`� � y� i--` �--Y �~ ,,�• 1 i -�..•;>, ` i ' i 1�•� ir°'!•+ "'i;'1,.�`:'• ,t- �-` , ?' i� i v-4 {• 1-� �,_- �r ' -at' Y 4. KOR-N-TEE PRODUCTS AND INSTALLATION METHODS RQF3. 3x5 � t `�� 1.-a-=r`�.,':;-� �.r-- -'i'` �j;- , ' � .. -�y.!t-�;-�-�' �-�'�i �1` '-�`, \--t�'��i"� ` .�'''i �-' �• t� ;-� � ` �` �' � .:y-.•��' (OR EQUIVALENT) ARE REQUIRED. LE C 't ?`i✓ i_ `, l.. i ;� S , k s h' �r X t "ir , RA ORME \ , ��' } Illy=r'`L=�-',=\' A-'` , A L SPAC ji "` „1, �%;'` l '�-'t i \` ` ',��`' 1 ,i-y' ��k"C`a-'�'t t GAN TE PA �. ._ - SANITARY SEWER CONNECTION DETAIL `'�• �. '��,�t y �..?± 1 .t \-^" ..lT' - .• ,,,. -� •-,`"' .-•� 1,,,,.---� , , ii - ; }i. \ .'-�-'. " �}"5 1 ,,;,- , r, ...I 'J- `'t 0 ;' ; ''�-{5.-^,:'-1-' "' -�' - ; k-h1;,�`; �,�-_,,-•"-}'"'-'°�" �,,a--^!C""��'�..,•"\ '(_-,t i ,, •' .' ,;-�..-k''\;,�". - C l; `\ .• ` Y -:f � 3�' •i ' �-' k N.T.S. V r 1 .--'k ` `'"_ '1-'t' f' ' `�Hf\.J �- . �� 'l.`,y%:' �' ...�.•.�1 y�"� '�' �- , t.-r � '� .s--', i \••.'�' k'" 4 `�• cs7 z �\t,,,\ `-.rk-�~,_�,�-'1`Iy.�-�^S.r � -��•,,,..� ;.•�X� �•'.'`>''� r `� ';1��,--3". ` ' �1 � `, .�-{`�t�-'�c'' , �" t \.. .-.•-1. ., X+y",`•..•'' °` � lC) -'i `[_., S i �,r' �,-.', , t��' -1 Y i ,r•� -- T 4- �' + t .�^' ..� ,.�rr."r�..-r!i �it' , 3 cc U7 " 1- 1 l `' .1 5r�;-�/ � j. `., , p� -4 t �r�`� t 1'l"� `} a U a ul N 1`2xQ k-�i � � 'l s - X FG. . i1 i •,a 11�4 O may.�r� _..�;'' .:- �•"� �""'�'`.*�.•,`X�..%1ir'^:"� h �� ;,.-`�. '.• XO ,� >'x"-1 -.�'' 1,..t��. .'��-' _ .'- "�i�y~`i••'' _ r" i ;S.-. i o NN \Q PZ;P �?►S �` ; .,,J i , A-i � !► 1 „,(,j"�2,"- i.•' l �� 4 y � � i•. .� t .i���i .{/' .��•• ., (.' R`g. KE'TER '1 ll. ,s "� , t'r'' \„ i !" `' �c',- `z- t- ' O _ - R�oOt,"DRAINS... ��1 :,=p%v "`.yi _'�'C�`�-�' ' -'C ' fi .� N Al�}ICE� •+ ! ' a xu-; .�y k k- �`� �X `L N ',.• y-1 ` , X .�',.�' ;,.-�..;"` t i.��'`"-1�,i 1 ,". '� r'•-i a ; •1 l iset''-yi ,....r• �'ti, -•�iy � ' �..-�C l 11 X2' `` 1 bX$, . I `: r .a t'j y,�� PROP 24t LF G .1 Tx R " U.I. 2 ' • '"` � i =�' S' a ' �'�� ; ii. 1 ' ', w '20 6 C. .D. . L TC 10.4 'c' - C ' '\'-_' I I _ L. \ q: + , S=0.0 /� ,� �.,,.- .- ..:-- ,.,--�' � :; ROP. 5 UNI s � -----Y--- BC 9.9 ;: PROP. SUBSURFACE ROOF F C ; '� , i'; '• ; ,. w w I "� �,'' C" .� -;'y�k-t UL11-TAMIL RUNOFF RECHARGE , ' ' -! �� t; -` ` t i� ;� ' T C.� �, I •. FACILITY `-`• DWELL G N (SEE DETAIL) '; d.lcn I ] E I o , p � ' PROP. 1 1/2" PVC SUMP PRODISCHARGE PIPE 3 R-$ ��Ev• CLpSURE (4 MIN. COVER) - ;, '�- 4 U # fi S EXIST. CEML I j ,5 EN TC 10.7 CON i I �'r tl:. SIDWALK i ITE BC 10.2 �. '�! i�`.1 �;- ` C' �.-• y .� '�' -- - -_ -.BIT: ONC _ - - ' ' N' � NW = <'Y k ' �. , 1 \ 1 .t + , 3 F.F. EL=1 i _ { i _r-•_._._._ __- v. PROP. 6 E WI -%t-, ' \ <_='�-y��, I I PA ti E ,� x - 0 I I EXIST'. VER'11CAL l { y v L m 1 .GRA tTE C4`JRB-_ CO �' d o G� P -' -i�- '�.!fp \yam+,.\_' '�' -�; �, , ( i # I i ; ► I fI 3 W iJ i',•' Q O � 'c'. 't' 1 )f''L ��-t'Jf-Aatir .,,,. •`� I ! y ° 1 � PROP. RESET 10 U-POLE m U U ! -'�'' -k V: I I I , EXIST. � ,tv�-a �': .. jl: v v E- m "(.:a- , ., _�, °.. __;_ .� , .� i, -`�_k � i ' .__.� .._....�._ ----I-_ ► � ,�__ ..1 ,^.a :,--'� �-'�� t EL CTRIC IN VERTICAL r $ 3 -k'a.a-'����; k�'�. '� ` = -� o o I CONDUIT # ! # I ! "'v--' -- _PRD -2Eif+. EXIST _ " POSITION G�g.22 u, o" ( :� ` ' '.: i }- �- -�- , �= -r' Of I + " - .- s--- -I-- i- R >r rn fiY �,3 d 3 �,=i fD ;��-�i -'t �=,k t 1 -5-�` - y + 6 Dsl. SAN TARP# GAS MA N EE PR P. -k l 5 g " <� SEWER SE VICE " o� -- 1 , ,�� - r N� __ �_ •' -0 b46' Ri _ # _ f EXI T. 8 P.I. 1'rj,�iu#_ C• Z °s CSO '•-'�C L '��T-�' `^ r 4 1 1'"Y i f T.-.. ..._.._....}..-........ .....�.._ ...._... "�"�"'' �. O � , � ,�..� l `-•-�- � .a� � -- `�" "\.�{\'�; .�.�� y ► i � # i !I f -i tit C.F. EL.-3.3 i j I PLOP. S WER $ERVIC I r- 11 4 ���t�����ir��ON-`(1 ; Q .-- ti # `` r '�' I SEMS Y- POP. 5 RO OF 1; �-� `\ ,�.�,' t�� ! , PROP , I A OR E DIVA CO#2 6� PERF PVC DR 35 ^-R0' �1' ;L r ' 1 INV.-`4.7f Q }}LENT) i 7P, t a O < _ PROP, INSPECTION/ LAID LEVEL IN ENCHES x� "t t IkVG�(bSI�R",�3 . � t •�"' ' i ; ' ( ` # NV.= .4t ( j I' � ( >✓R -- __ % h I ! S4�VITARY SEWER i ACCESS DMH 'B' V.=6.8 �� TC 10.9 `'' ,Op� , A+N"aX- �i ; '> �. / - AI BC 10.4 = •� '� ' '-,�"� ` ' '' I # PROP. FO NDA _ ' __I__.____.�l-_ t RIM-9.9 EE DETAILS) \ o I ��__ " IN, v -18V.=7.4 6" FROM DS 2) -'' , ,-= a-�,' -�':; �-�, t- =� -� ' `- 0 - DRA N-(6- ERF:L--- -�---_�_____�._ 1 PROP INS C�1QN/ \ '- PV.C.4I*V.=6:8 �6:� ACCESS D H A ..- �, ;� ' iti, , �.,- a- b ) w i INV.=6.8 6 RIM=10.2 ... INV.=7.4 (6" OUT) INV.=7.5 " IN FROM DS 1 INV. 6.8 2-6- OUT) y- :, - �,, , - - -;�C \ , �; o+.. . PROPOSED SEWER SERVICE PROFILE k-c ' Cr'- \. -�`;.`c ' '"t ; ; :�- ' .- `''` t ►�.�C�. H=1"=10' TC 9.8 8C 9.7 U' Nr: M`• TC 11.0 ^ TC 10.5 o BC 10.5 BC 10.0 Q TC 10.3 .•__ •� Hog� Z V) BC 9.8 ��° I �`�, SITE DEVELOPMENT PERMIT PLAN ATTACHED HOUSING 1DEVELOPMENT o - 3 PLAN OF LAND IN n00�g r � M PROP. E'N HIGH HH ITE , SALEM, MAS S A.0 HUS ETTS , LATTICE TOP (SEE DETAIL) cn N OF M4s�4 SALEM HARBOR COMMUNITY DEVELOPMENT CORPORATION N R DALEY C. cyG� S CIVIL 102 LAFAYETTE STREET No.31650 SALEM, MASSACHUSETTS 01970 (978) 745-83071 0 N i , ' t ... Ada 9Fr►STEP�v��``� 0 o FFSS�ONAL�N N �f SCALE: 1"=10' DAT-E: DECEMBER 28, 2004 RE .. OCTOBER 13, 2005 a MERRIMACK ENGINEERING SERVICES 66 PARK STREET GRADING & } o' s' 10' 20' 30' ANDOVER, MASSACHUSETTS 01810 UTILITIES O 4OF7 'I i i LEBARON CLEANOUTS TYPE 1--1 RIM AT CORNERS 3"x4" DIA. PVC ROOF BITUMINOUS (LA 0910 OR EQUAL) SCREW CAP OR PLUG 1" BIT. CONC. SURFACE CONCRETE DRAINAGE DOWNSPOUT RIM=10.32-CO#1 6" CEM. CONC. A ~ FG=9.8 2" BIT. CONC. BINDER ALL AROUND MHD M3. 11.03 LAWN OR =9.78-CO#2 (MIN.) 8" COMPACTED GRAVEL 4" TO 6" SHOE FINISH GRADE (PAVEMENT) BASE COURSE TABLE A OVERFLOW OUTLET LANDSCAPING - - - - - - - - - - - - - - - - - - - - - - - TEE/WYE - - - - - - - - =____-= i f _ _. ,_ .. FLANT LIST or COMMON NAME ORNAMENTAL TREES EXISTING PAVED ROADWAYS M5 MALU5 SARGENTI I SARGENT CHERRY 4 1 1/2 - 2" GAL PALMER TG TILIA CORDATA LITTLELEAF LINDEN I 3.5 - 4" GAL(PUBLIC — 40' WDE) cT tz-- SHRUBS �`. oo JG JUNIPERUS GHINEN515 "5AR6ENTII" SARGENT JUNIPER 48 #3 POT RG RHODODENDRON GATAWBIENSE 'ALBA' GATAWBA RHDODENDRON IS 25-5 HT EA EUONYMU5 ALATU5 COMPACTA BURNING BUSH 33 2-25 HT. / LOAM d SEED(TYP) AZ TUAZALEA HT. z JG(3) JG(2) AZ(I) MS(IJ TA JA NIGRA 'DARK AMERICAN' DARK AMERICAN 14 4 - VHT.JG(2) Z(3) jr,1(12) cn TGG TAXU5 CUSPI DATA 'GREENWAVE' GREENWAVE YEW 12 2-2.5' HT. I _._ , PJM RHODODENDRON 'PJM' PJM RHODODENDRON IS 25-3' HT. M5(1) W j EA(3) EA(1) n EA(5) r! PJM(3) O ! __ PROP. 3 STORY '• Ms(U I �I o / O ,� , 15 U BIUILDING RESIDENTIAL 1 Q t t PJM(3) FF ` Lo EA(I) R 1 ` a_ i 1 I ` f PJM(3) I ` PM(3)J 4� z NOTE: CONTRACTOR MAY USE PLASTIC EA(U JG(I5) TREE GUYING CHAIN IF APPROVED BY L.A. TGG(3) f U 4 _ G-CHANNEL(SEE BELOW) Lo O REINFORCED NEW RUBBER a EA(4) a LOAM a SEED�) AZ(4) (4) - v HOSE,BLACK, 1/2" I.D.,TYP. t 1 3 ( DOUBLE STRAND EA(3) I U) 12 6A. WIRE TWISTED ROOTBALL / Li TREE PIT NOTE: TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE A5 IT BORE TO NURSERY !t� o i^.��~c..\.i1.,!�rI�Is7'`!;_!_;t^-"i•f��"'Vti,G."..''��,=1�St��ya�''`tt�!C,I..�-`t v�t''I�J F�.`•�Ir2��{�r�;11 I,fi iJi 4 1t i`'�-ir- = ,�`` ''♦•t i't , + �+►�°• �°� �n;ii�.• ' OoGor°°`.`°qO Jo°°_00°0>G o°°rp:q°0 SqO°°iq°2q5°o G 0 G0o°0 pGO OO °O0Opgqo0Gqo0 o0oO°00 o0 oGO oooG o J p ,> LOAM a SEED °(T.:YP) 'I z OR FIELD GRADEv ° °GSECURE TREE Y�ZA PNG ABOVE FIRST BRANCH °p °OpG 00 °p p °° I�,II;\•I!�'�_I\I.I�I >mo -\.:.,•..- >:h•:,01 GR ASS PAVERS FILLED WITH T OP501L o S EA(3) PROVIDE II GAUGE GCHANNEL FOR STAKIN ;q 0 00 p p0 0� 9C 3" TOPSOIL 3 PER TREE. DRILL TO ACCEPT GUY HIRE.UO0°pO0gE �A op � ,° R (3) tt ° PRIME AND PAINT BLACK. 00° °0 °oq ° �° °° U 1 1/2" SHARP MASONRY SAND 00"C'10") o") G00- ° DG 00,0,c')', AZ(5) g°0O0 0ppop � oWRAP TRUNK WITH TREE WRAP o 06� COMPACTED GRAVEL BASE 00� 00 O O 0 � Fpp� \p 3" BARKMULCHINSAUCER ° RM .-- .- PLANT SAUCER 4"CONTINUOUS COMPACTED SUBGRADE U0 �_ EA(3) M Ilk& FINISH 6RADE ,-1111- —IIII= =IIIIi GUT a REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL T c;, l ' TA 4) -- r 1 _.. _- - \ ; POLE ` � to 1 LOAM a 5E D(TYP) o — PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF CAL l 1 AZ�) V-8" DEPTH. SETTLE WITH THOROUGH WATERING - —11�II • i' \ * RG(3) � � :12„ IIII�III= MOUND OF 501E IN CENTER OF PLANT PIT TO SUPPORT MIN. BALL AT REQUIRED ELEVATION � 0)_DECIDUOUS TREE PLANTING AND STAKING GRASS PAVER IN SNOW S►TORAGE AREA EA(3) SCALE. N.T.S. SCALE. N.T.S. BEVELED GAP WITH 1/2" X 1/2" TRIM �� �r ' 1, ♦ EA(2) 5" X 5" X q'-O" POST®8'-0" O.G.,TYPICAL O �_ ' PJM(3) <i .-�..., 3/4 X 4 GAP -' 13116" X 2 3/4" TOP RAILS 3/4" 50. TRIM ALL SIDES OF PANEL RG(3) 1 1/2" LATH WITH 2" 50.OPENINGS i EA(5), S-0" 1 1 i JG(q) moP�e MS(I) r t � f , _p— - - - Hun • tress Associates, Inc. a. I • ���� RG l3) IeCD I I I Landscape Archiitecture&Land Planning O LOAM a SEED(TYP) { 17 Tewksbury Streetz U. ttt o' �o� EA 3 1 I 13116 2 3/4" 1 Andover,Massachusetts 01810 PRIVACY FENCE,SEE DETAIL M IL 978 470 8882 FAX 978 470 8890 a GG(3) LOAM a SEED(TYP) I)�IN T 0 1` 1 - i { t t t ! ~`~~ ROP. 6HCI ' MITE ' 8' TGG(3) �N�- �NW -0" INSTALL A5 DIRECTED BY MANUFACTURER LArnCE TOP o t (SEE DETAIL) FIELD VERIFY PROVIDE TWO (2) 3' GATE5 WITH CENTER PIN 1 1 AND LOCKING DEVICE FOR ACCESS FROM STREET y INSTALL A5 DIRED BY MANUFACTURER 0' CTE5' 10' 20' 30' 6 VINYL PRIVACY FENCE AND GATE SCALE: 1/2" = 1'-0" -- ___ - - -- LANDSCAPE PLAN NOTE: ALL VINYL TO BE 100% GIN, MONO-EXTRUSION WITH 10% ATTACHED HOUSING DEVELOPMENT TITANIUM DIOXIDE THROUGHOUT ENTIRE THICKNESS, WHITE IN COLOR. I I`lG I�iO T�J VINYL POST W/SOLID PRESSURE TREATED WOOD INTERIOR BELOW GRADE, PLAN �O F LAND �'LANT BEVEL PIT WOOD FILLER TO ALLOW PROPER DRAINAGE IN I. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH 6. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS II. PLANTING 501L MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY DIC75AFE AND IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS MANURE PROPORTIONED 5 G.Y. TO I G.Y. OR EQUIVALENT. PEAT M055 SALEM, MASSACHUSETTS BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING DRAWING. WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. FOR DEVELOPER UTILITIES HAVE BEEN LOCATED AND MARKED. �• ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER THE AMERICAN ASSOCIATION OF NURSERYMEN. MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. SALEM HARBOR COMMUNITY PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. ```t„ , 't}:,o,,,� ,,,.',•`s�,c"���� '�,•.,,� DEVELOPMEN'T CORPORATION 8. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE 13. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE 3. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE AS TO ORIGINAL GRADES BEFORE DIGGING. LANDSCAPE ARCHITECT, AT THE NURSERY, AND AT THE SITE. HU 102 LAFAYETTE STREET _ � w ARCHITECT PRIOR TO CONSTRUCTION START. q. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 14. LAND5CAPE ARCHITECT TO FLAG ALL TREES TO BE TRANSPLANTED SALEM, MASSACHUSETTS 01970 A PRIOR TO CONSTRUCTION START. (978) x745-8071 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY ,yQ � Q4` r> > BUILDING FOUNDATIONS, STRUCTURES, AND PL?+NTING BEDS. DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS 15. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT :,9F Q ,�`` SCALE: 1 "=10' DATE: MARCH 14, 2005 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, THICKER THAN I/4 INCH. OTHERWISE DEVELOPED SHALL BE LOAMED AND SEEDED WITH A � AND5�P��`• j UNLESS OTHERWISE NOTED. MINIMUM DEPTH OF 6" DEPTH TOPSOIL. ,,,,, %r� - REV: OCT. 13, 2005 .ACK ENGWEERIXG SERVICES 66 PARK STREET LANDSCAPING ANDOVER, MASSACHUSETTS 01810 6 OF 7 I I i i urtewr LIGHTING FIXTURE SCH ==r rt f`rly� I FIXTURE LAMP NO. :::..; J'` •l MANUFACTURER MOUNTING TYPE TYPE OF VOLTS REMARKS LAMPS SL1 EMCO LIGHTING #AVA-1-3— POLE MOUNTED POLE MOUNTED 250MH-208—BLP & AT 25'-0" AFF 250MH 1 208 SITE LIGHTING #SSS-25-4-7—D1—BLP �.G STR.EE SL2 EMCO LIGHTING AVA-1-3— POLE MOUNTED POLE MOUNTED LUNA ► M K E 175MH 208 BLP & 175MH 1 208 NL)A SSS-15-4-11—D1—BLP AT 15'-0" AFF SITE LIGHTING W PROGRESS LIGHTING P5704-30 60 WALL MOUNTED OUTDOOR DESIGN # WALL W A19 1 120 INCANDESCENT ENCASE IN CONCRETE GROUP UNDER DRIVEWAY. SL2 W N LIGHTING FIXTURE NOTES : 50 Salem Street,Building A Dumpster UP n its 14 & 15 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIESLynnfield MA,01940-2663 9 Two Bedroom Ren I TO MEET JOB REQUIREMENTS. 781.245.6530 81 245. 6 0 ax 781.luna@lunadesign.com SL1 Bedroom O ° 750 sqft typ. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND LOCATION AGAINST PLANS, ELEVATIONS AND Architecture InteriorscomPlanning DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO ROUGHING IN. 1 Kitchen ® Living Room ENGINEER: 3. SERIES FIXTURES SHALL SATISFY LENGTHS AS SHOWN ON THE DRAWINGS. 10 W 4. FIXTURE LETTERS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL BE TYPICAL FOR THAT ROW UNLESS CROSSFIELD ENGINEERING, INC. OTHERWISE NOTED. SL1 Bedroom 5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF THE HUNG CEILING. 65 CENTRAL STREET MA 01833 2 6. MANUFACTURERS CATALOG NUMBERS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THEY ARE MEANT TO GEORGETOWN,TEL: (978) 3MA 018 7 FAX: B hroo PROVIDE A GENERAL DESCRIPTION OF THE DESIGN AND QUALITY OF FIXTURES REQUIRED. EQUIVALENT 11 UP W PRODUCTS, BY OTHER MANUFACTURERS, WILL BE CONSIDERED. (978) 352-7362 7. ALL INCANDESCENT LAMPS SHALL BE RATED 120 VOLTS UNLESS OTHERWISE NOTED. E—MAIL: CROSSFIELD@ B throo UP w CROSSFIELDENGINEERING.COM 3 Bedroom 8• ALL FLUORESCENT LAMPS SHALL BE OF THE ENERGY EFFICIENT, RAPID START TYPE, GENERAL ELECTRIC fi SL2 WATT—MIZER II, SYLVANIA SUPER SAVER II OR AN APPROVED EQUAL UNLESS OTHERWISE NOTED. o SL1 n o 9. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS — U.L. APPROVED AS A COMBINATION o y Em 2 ° �{� 12 " WITH ENERGY SAVING LAMPS SUPPLIED. o N 0 2 C. TYPICAL FOR _` _�"=�, a�ov�— c -o -S ALL SITE LIGHTING W 10. ALL FLUORESCENT LAMPS ARE TO BE STANDARD WARM WHITE COLOR UNLESS OTHERWISE SPECIFIED. o _= 4 fl- E°'.� -c E Ln Kitchen Living Room o 0 C) a�cn= N o Bedroom m 13 =o� O �oa,c p C O O A Y A L .t_� 1�v 1 . F 0 R D F R I N V�-►�Cn`n o°i 5 u UP Units 12 & 13 0� '_._.. —w o Bedroom Ren I tnc eoxFlsuwmox clsrRm'rrtola vttIJA6E �trax oPnolts °'. .:� �.� 750 sqft typ. r; � .sem. r AVA 1: 3 •-150HPSi 120? 13RP — HS ° cn c�o c W N t u .3 { �... .M F , . , oo �� o !� a� oma• tip T, r � y h IMA Stn�a ty I>rTisetl 448iP�S� BRP&armeRaim H5 ExtemalHouseSidi9ield � �e 15 Parkin 14 W .� 290 240 WP Wit paint ��, �� �e._ o�� 400HPSi BLP Slick Paint LF In-Pole Fusingrhi-Lane Fusing o o e c� M Trindg' E5 IY E a) a� 0 0 2 Porae3lhca 25OMH I 34i NP Na51Ial Palm PC ngdTspe PhdaooMral v�o N E 6 Spaces SL 1 w N W T1n fi tat OC Optiarad Cabs Paint `v - o E c I ®3P Bei a { wlPhol000nhol a� c f 3 400MH brrae� 4#xaPr p— =v `o 150PShlHi Trir asv SsttRud m PCR Locki Photoconlroi v, - c"� n u 25OPSMH1 ridenirtuCrtr. n3T11rp .►. Tc o E g� a e � rsY°v y ~;� Yti� 400PSMH1 rddfe: ��dau�Wnm�eunmrubnd � a�Jfl20�' o t skim UP : . .. OCtC111 Imiaeaelrpe. Er— a a� rn .„ :.E`- t 9>odkxty MF ft Arm Fi ter o o.e x Otarsrdratxdrh o S cn c U nits 10 & 1 1 (/� �, �' 4 ws RemreSood'um SC SPI �rF2 Pole Filler 'xQt = - > e y i uJ � � _ Two Bedroom Re al 4 � . A w gr ' ` moo �* YhnYant 13 ►Lul'rW1 � . ': ,, r:z���,s_ FTF3 PoleTopfaterR'-s�•xe� a RaedFHss P.A41 NlseStstllemllaaliie .HC 15 740 sqft typ. �,.'-sem" ���,�a ue�trm.sl PfF4 Pole Too fdhrW'�-1-ae�} o E� o¢ ao 7 SL2 Bedroom a _ WG Wire Ward SL1 uP Kitchen Living RoomPO Y ExtemalftarbonateShlefd cn v V5E ` v = ob �yv � c ' Valne Without Catnpromise ] r c o c The Anlumes sleek form Is a refreshing, I M F A � ) I7 F fel ( ` J N W J softer farm that both cheats the wind and shengthens th assembly:The two-p lace Bedroom diecast alta///nom housing Is ribbed nal ` only to entom an acedy stumilrg sculpted O form,but to act as a heat sink to help lower ballast V U r00 uP operating lempetatutes and extend service life The �ur a„,r —ilk W tempered 11al4ass lens Is m#ed to the Wminatte t"'+ (� with silicone gasketsto keep out unwarded elements 0QLIIC'K SHIP PROMA&A ^ such as Insects,dust and moisture and ensure a O F� long 6siing.rnaintenarrce free fature. Bathroom The Avalum raaaies quarity eorsskircaon with savir_.ThneAvelurne in-stock units allow Emco to meet ft quick-turn creeds of ffM projeds.0uick Ship produ is aere brom painkd only.Mages wilable ion v Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Master TtteAlrelume`isalsorap leofseamlesslyrM. logto 250t,1Fi4UnMH.Z50HP5end400HPSBallastsareSTapo(12UR08/244+2Tf1480-tiedta2TTVolt}. 7 Bedroom a davit arm or mast arm pole Specify the it'ann filter O TOI eAa otherconfiguratio-s Odc.)inites ir"ges; �.)tarry 141 week kad me. option tar use with these application. O W {MF7 R O O Comm tf your local Emco wratentative forgo service d!i ls. r� W when van W O W W dal resIstaltce is a primary conker/;"Mine ado otters Millions.These luminaires are featured ww1 vandal 20151 O'U° $ Son lmndtgCA 9577 O Q� resistant options that Include a slaiNas sal wme guard 9o=_01758 O UP UP UP polycarbonate arts(used in tandem wllh 1116 sta claN al4r�sr 660101 ar I nm� DN Fax StIU'�T DN DN tempered glass lens)and tamper-lesistard hardware Rarr:a>»Gnni nA nom LIGHTNG acaav +i�ors.ar�n��> uc.• rarxerr . krrc, usi. r�owwrmr I Ba roo n Bat room U Blat roor Bedroom a ° Kitchen Kitchen o o Kitchen Kitchen ' O 0 � � 0 0 � Q ® incandescent Polycaiihoin e-oval' outdoor NO. Date Revision/Issue r Vkaii or ceilinglv)ount Tff* , P5704-30 8 p W Units 1 & 2 Units 3 & 4 Units 5 & 6 Units 7, & 9 L�3 Entry p 70 T\wo Bedroom Rental 13 Two Bedroom Renta Two Bedroom Rental 1065 sqft typ. Porch 750 sqft t 750 sqft typ. 740 sqft t 9. W P Lip up tarter, Dimensions ttrrd,es) Catalog Na. Woke _. t-long A ..;:g ....Depth... .... Living Room Living Room Living Room Livin Room P57oa -3Q` 1-601A19` 101/4 55M 3-V4g P5705 -30` 1.60tiv A19 i0'12 5-7r8 'd P5706 •30 '1:60w AN 10-112 5718:.A W W W W W W A'. Drawing Title: ELECTRICAL SITE t> s LIGHTING PLAN t P574d P5706 .J� o �- speciftlJorts . •a SiE0ff3! 00bons Polyrarboriate oval UV stabillmd ribbed �opei7dtffiaer spetlfyP57o4 c fosed lens Grill dlf2spg ft P5709CONCRESS STRIEET C H back plate ooded dlfruser=specify P57o6 lamp replacement=Rernove stainless o r White terarrucsocket stool sawis hddmg the Nine • t _ �ilrilts can Lbe Used'for stioisn?r agtkti !a !!!>a .' m �pp6cabons +`UL-CUL wet location ksted •Complies with'"America Ins with E Dlsablhes Act'-ADA SITE LIGHTING PLAN •Naorc2�png ounte d :c •C!w7 standard Pn"dlon bac Date: SCALE: 1/8"=V-01" IiAounttng strap for outlet box 05/2505 I Progres ughting,.. •Ki�hde sbts'in back plate pro Nrdo quick Scale' Post Office Box 5704 M=tlng of'tnit 293C4-S7041/8" =V-0"Spowbufg.South Carofina Qn rt C� Flet VW G www. 1ro9resf m .cion 9 9 Job No.: E — i o CEI#083-04 File: S \083-04e1 with pics.dwg 5/23/2005 1:12:38 PM