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50 PALMER STREET - ZONING j- DECC'ISION - - - - - 1 i • CITY OF SALEM PLANNING BOARD Site Plan Review Decision 50 Palmer Street December 2, 2005 o r" n A . Ln yc;. S• Salem Point Rental Properties Corporation -0 Madeline Nash m7 102 Lafayette Street N y 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 mceetin.g 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 WASHINGTON STREET, SALEM, MASSACHusETrs 01970 •TEL: 978.745.9595 FAx: 978.740.0404 • WWW.SALEM.COM r 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. om 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 Hiles,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 Naurnkeag 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. S. 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 Planners a levele test ate Le-nes that the decibel level is three (3)or more decibels (dB(A))high pre- development, 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 IN'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 N oPe units 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 Professional Engineer, shall be submitted to e As-built plans, stamped by a Registered 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. that a co of this decision and plans has been filed with the City Clerk and b certify PY effect until copy here Y not I Y copies are on file with the Planning Board. The Special Permit shall n 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 a CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KiMBERLEY DRISCOLL MAYOR 120 WASHINGTON S'IR6ET♦SALEM,MASSACHUSETTS 01970 LYNN GOONIN DUNCAN,AICP I .L.978-745-9595 1 PAx:978-740-0404 DIRECTOR August 9, 2006 Michael Whelan Salem Harbor Community Development Corporation 102 Lafayette Street Salem, MA 01970 RE: Revision to Site Plan Review Decision - 50 Palmer Street- December 2, 2005 Dear Mr. Whelan: I have received your letter describing a change in the number of ownership units from nine (9) to fifteen (15) for the project at 50 Palmer Street. The revision changes the mix of rental and owner- occupied units to only owner-occupied units. I have determined that the proposed change is not a substantial change and, as per condition number two of your site plan review decision, does not require Planning Board approval. This letter, and your correspondence requesting a determination of not substantial change,will be filed in the Planning Board file for this project for future reference. Any further change to these plans requires approval of the Department of Planning& Community Development to determine whether it is a substantial change, prior to construction. Please contact me at the Department of Planning& Community Development at (978) 745-9595, extension 311 if you have any questions. Sierely, k&4U� Ly n uncan,AICP D tot: CITY OF SALEM DEPARTMENT OF PLANNING AND u 4 COMMUNITY DEVELOPMENT KIMBERLEY DRISCOII MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSE'P1S 01970 LYNN GOONIN DUNCAN,AICP TEL:978-745-9595 ♦FAX:978-740-0404 DIRECTOR October 3, 2006 Mr. Michael Whelan Salem Harbor Community Development Corporation 102 Lafayette Street Salem, MA 01970 RE: 50 Palmer Street Dear Mr. Whelan: I have reviewed your letter dated September 20, 2006 requesting a determination of non-substantial change for the project at 50 Palmer Street. The following changes were requested: 1. Using concrete curbing instead of granite curbing in the parking lot 2. Substituting shingled-roof bay windows for front balconies at window bays along Palmer and Congress Street 3. Substituting "Stergis"brand instead of Harvey vinyl windows 4. Substituting clapboard and trim for EFIS at entry on Congress and Palmer Streets 5. Replacing air conditioning coils in each unit with through wall a/c units 6. Changing the roof cornice details 7. Change plumbing vent stacks from cast iron to PVC 8. Concrete blocks of four feet shall be substituted for brick pavers at the entry 9. Window shades will be an optional item for the owner It has been determined that the above changes are not substantial and do not require Planning Board approval. Any future change to these plans requires review of the Department of Planning&Community Development in order to determine whether it is a substantial change, prior to construction. Any substantial change will require approval by the Planning Board. If you have any questions or require further information, please feel free to contact Dan Merhalski in the Department of Planning&Community Development at (978) 745-9595, extension 311. Si rely, am/vi� Lyn .Duncan, AI P Di or Cc: Bruce Thibodeau,City Engineer Thomas St. Pierre,Inspector of Buildings p. I E a M i I NOTE: CONTRACTOR MAY USE PLASTIC ITREE 6UYIN&CHAIN IF APPROVED BY LA f4 G-CHANNEL (SEE BELONU _ 1 ., _. _ _ � REINFORCED NEW RUBBER } HOSE,BLACK, 1/2' ID.,TYP. NOTE: SHRUB SHALL BEAR SAME RELATIONSHIP ESIGN TO FIN15HED &RADE A5 IT BORE TO NURSERY I " OR FIELD GRADE I EXISTING PAVED ROADWAYS -� DOUBLE STRAND PALMF_R 12 6A•WIRE TWISTED (PUBLIC - 40• WIDE) STREET GROUP ROOTBALL TREE PIT u ,,• a PIAN I3" BARK MULCH IN 5MCER . NOTE. TREE SHALL BEAR SAME RELATIONSHIP ;_ - • !% TO FINISHED&RADE A5 IT BORE TO NURSERY i ` 3 , 5 r 1 �? + r FIELD PLANT SAUCER, OUS LOAM t SEED(TYP) SECURE TREE WRAPPING ABOVE FIRST BRANCH ♦ NO SAUCER WHERE SHRUBS OCCUR IN BEDS (I s AZ(I) � � PROVIDE 11 GAUGE G-CHANNEL FOR STAKING; F INISFf &RADE ,r ' ' . ` �-,j=•l'�.�>>_ Z (2) AZ (3) M5(U :d��; : 0M ' JG'Q2) 3 PER TREE. DRILL TO ACCEPT GUY WIRE. t PRIME AND NT BLACK AND M T it PAI REMOVE BURLAP FROM OP I/3 OF ROOTBALL PLANTING 501L MIX: BACKFILL IN L005E LIFT'S OF •,: o -� 6 SETTLE WITH TER SOAKING i 4a`i WRAP TRUNK WITH TREE WRAP ,,., . •<.ti ic* ' DEPTH. 11•IOROUGH WA �1 'v=� stll , . :-_ +. MS(1) } , in 3 BARK MULCH IN SAUCER I I EA l3) EA 0) � ��. ,° � � � PLANT SAUCER 4"GONTIM10Ur �N OF 501E IN CENTER OF PLANT PIT TO SUPPORT I MOUND EA(5) P�I�) k, Q F--. FINISH 6RADE I BALL AT REQUIRED ELEVATION EA(1) Y ; I V J z GUT t REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 6,. I PROP. 3 STORY (U � n — PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF I` ` Q 15 UNIT BUILDING e.P�TIAL �..v= I O _ 6'-8'DEPTH.SETTLE WITH THOROUGH WATERIN& I © 12' MOND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT is Huntress Associates Inc. 0 7 EA(I) At MIN. BALL AT REQUIRED ELEVATION ! I DECIDUOUS TREE PLANTING AND STAKING TYPICAL SHRUB PLANTING ` CL_ r ; Landscape Architecture&Land Planning 2 z Pjm(3) i 17 Tewksbury Street l3) SCALE N.T. . SCALE: N.T.S. lI Andover,Massachusetts 01810 978 470 8882 FAX 978 470 8890 TC6 0) EA(1)LLJ JG p5) + EA(4) P:R.T t I�wnP0;r t�cuN m,X rm Cru ti )iI1f7�§S "F w,mil It!'F 'N. ' O atm 10 M&kffi d"ee5n a gyre,&C,rAeRtior;,IT ars'*- ,lie,ki r-;%nM z I LOAM ! SEED(TYP) • s r , t AZ(4) I AZ (4) r rbaT�sae•s,jcoprva*`a�,IJJ�(�ye,zrj�;rm,u/hffe ara,:t1rxn�r`,Td.,ia+�.kal `y,L9mc I ,: • •( • • i4 I i i�'!� pl+. �iMc IK1 IRl+T�NP mY IJS�.�.4r.1 U3"�4�'!.``�r���G�f7 QI E�,� • EA(3) V 1 of fnfiM of i,nmilhobe.d rt-use or mcdificafic:, 4 theme dfxu n+ 'A x f�J,r'C Oqu✓i.<r ' `fir r,U,:,G6 (.:��✓O�q r.r ' G , • i�V l•�) 1 - -+ rr pCr JJr � ,lr C. Salem Harbor Community OgQQr! Q�✓G r,G J,'C,r '' -1 trJr r r (TVP) 0 Y , LOAM d SEED ' 4AaDevelopment Corporation • L.iJ�(r r- :J ' jOLr -'`ric ,., Or-, + EA r G` �OV'lSRP., 6E AREAJ r'r J GRASS PAVERS FILLED WITH TOPSOIL I 3 TOP501L I « (7 A q >;)rj C'ri r>SEEDE'i341L2.J J- : p r,G r s �,/\J RG l7) As q i rl;r}0(>J O O G�p r%v,r�r >O f�'�J G O r,r�.r: r Jl J r I•'r'C10, ' � 1 O rr r L 'i I.'r t O c:f n G t r r r'G C' r 0 0• •N'rC' ,. t /� I I/2 SHARP MASONRY SAND • i L G Gt':UCr••GUG >I .: • ♦ • rl - ,�r�>OC"TOi4r1ir'e,yrS,rl>►/r-.�''p r J�0oO A _ V GRAVEL BASE i7 _i Jwlct. : OMPACTED SU56RADE CET P . _ -_—. ----- ---_ -- - --------._ _ TA((4) � _SPEC � ��' LOAM t SEED(TVP) i�', %�j,i CAL 50 Palmer Stree GRASS PAVER IN SNOW STORAGE AREA I 1 RG(5) " I EA(3) - SCALE: N.T.S. I „, t , '` f ♦ �, (.. ..,;C�^'�.• 5 7'/li���,]t.l Li�Z�-A�"'L� • • f 1 • ' - - � P.M(3) EA(2) 1 co I BEVELED GAP WITH I/2' X I/2' TRIM 5'X 5" X W-O' POST @V-0' O.G.,TYPICAL �, 3/4' X 4"GAP • I I x(a) R,cP�e 15/16" X 2 3/4"TOP RAILS O 3/4' 50. TRIM ALL SIDES OF PANEL MS(U Q I In"LATH WITH 2' $0.OPENING5 1 3'-0" i , O ' • Off° 1 j j? ,' O'er -�- .-! F 1 �� t N� LOAM d SEED(T'YP) ■ t�T�I �� ri -y 1 F j F_ ��"7) �] ���,' J i��F��j �� I ' - EA(3) r4 : p �' I f PRIVACY FENCE SEE DETAIL LOAM t SEED(TYP) • TG&(3) O SOP g O I I I ' I i .._ .. . �� P. gg' HIGH WHITE � I VIN NC : WITH . f I!I ( � ; NLo . Da .t_o R_.�.p...vi_s..io -__n�ftsu� e Tc& S) LATTICE TOP 3/b �23�4'MID (SEE DETAIL) o�.�s.o2 Is���� For A r„ I � � I ' X 4"BU'iITEO i i i I I I . 0 5 10 20' 30 i ( I I I VERTICAL SIDIN& ! ! 1 1 � 1 � 11111 � i I i ;; I I _._ t f 4 La 5'- 01 ACCESS GATE 8,-0" ! INSTALL ASLDIRECTED BY MANUFACTURER P�LAN { I �� FIELD VERI Cr ITH CENTER PIN AND LOCKING PROVIDE TINO (DE)VICE FOR WACGE55 FROM STREET ;{ I_ l t I`� f INSTALL A5 DIRECTED BY MANUFACTURER SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE 6 VINYL PRIVACY FENCE AND GATE 1i 'IU SCALE: 1/2° = 1'-10n ' 72 I ORNAMENTAL TREES M5 MALU5 SARGENTII 5ARGENT CHERRY 4 1 1/2 - 2';GAL NOTE: ALL VINYL TO BE 100% VIRGIN,MONO-EXTRUSION WITH 10% TO TILIA CORDATA LITTLELEAF LINDEN I 3.5 - 4" GAL TITANIUM DIOXIDE THROUGHOUT ENTIRE THICKNESS, WHITE IN COLOR (, - - VINYL POST W/SOLID PRESSURE TREATED WOOD INTERIOR BELOW GRADE, i Y r++" x BEVEL PT WDOD FILLER TO ALLOW PROPER DRAINAGE � 5 I .� SHRUBS JG JUNIPERU5 CHINENSI5 'SAR6ENTI1' SARGENT JUNIPER 483 POT ¢` IH N I 25-3' HT.' AT A R DODENDRO 8 RG RHODODENDRON GATAWBIENSE ALBA G AWB HO E � I EA EUONYMU5 ALATU5 COMPACTA BURNING BUSH 33 2-25HT ,, -cre �'C1 IZ•� �'• I I AZ AZALEA 13LAAUV`l5 PINK BLAAUW'S PINK AZALEA 22 18" - 24".:HT. TA THUJA NIGRA 'DARK AMERICAN' DARK AMERICAN ARBOVITEA 14 4 - 5' HT, rurrrtr�trri�+� TC5 TAXUS CU5PIDATA 'GREENWAVE' 6REENWAVE YEW 12 2-25' HT. PJM RHODODENDRON 'PJM' PJM RHODODENDRON 15 25-3' HT. i Landscape Flee and Details r it I i PUNT I NCS NOTES 1 i. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH b. THE LANDSCAPE CONTRACTOR SHALL 5UPPLY ALL PLANT MATERIALS 11. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED ON AND OF THE SITE, THE GONTRAGTOR SHALL NOTIFY DI65AFE-AN0 IN OUANTITIE5 SUFFICIENT TO COMPLETE ALL PLANTIN65 5HOWN ON THIS MANURE PROPORTIONED 5 G.Y. TO I G.Y. OR EQUIVALENT. PEAT MOSS BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING DRAWING. WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. I UTILITIES HAVE BEEN LOCATED AND MARKED. 1, ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLI5HEDBY' 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 AGGEPTANGE. +? PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. 8. ALL PLANTS SHALL BEAR THE 5AME RELATIONSHIP TO FINISH GRADE 15. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE I 5. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE AS TO ORIGINAL GRADES BEFORE DIGGING. LANDSGAPB ARCHITECT, AT THE NURSERY, AND AT THE SITE. i ARCHITECT PRIOR TO CONSTRUCTION START. q, ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 14. LANDSCAPE ARCHITECT TO FLA& ALL TREES TO BE TRANSPLANTED I 4• CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM AL:L. PRIOR TO-CONSTRUCTION START. BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY !� DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS15. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT • 5• MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, THICKER THAN 1/4 INCH. OTHERWISE DEVELOPED SHALL BE LOAMED AND SEEDED WITH A ; UNLE-55 OTHERWISE NOTED. MINIMUM DEPTH OF b" DEPTH TOPSOIL. i a7 z BI TUMINOUS w CONCRETE LEBARON CLEANOUTS �•. s� �„���`� ��� I MHD M3. 11.03 RIM AT CORNERS 1” BIT. CONC. SURFACE TABLE A 3 FG=9.8 2" BIT. CONC. BINDER x4 DIAPVC ROOF ( � kY r " . LA 0910 OR EQUAL) SCCAP OR PLUG �SCREW (MIN.) 8" COMPACTED GRAVEL DRAINAGE DOWNSPOUT RIM=10.32—CO#1 6" CEM. CONC. ALL AROUND ' BASE COURSE 1 TOP COURSE LAWN OR # >< . . .. :. ' =9.78—CO 2 . .; ..-,, ='; .` .. :: • .. . : .' .. - 4>, TO 6" SHOE LANDSCAPING FINISH GRADE (PAVEMENT) ' • " :. - - - - - - - - - - - = - - - - - - - - - - - - - - - -.._. , OVERFLOW OUTLET 2pp BINDER COURSE ;. L A 20"± MIN. SUITABLE / / / / / / / , / i GRANULAR $ GRANULAR BACKFILL 6 PVC TEE/WYE 1" BIT. CONC. BASE MATERIAL . .GRAVEL BORR.OVN PAVEMENT SURFACE 4 MIN. �••• � . B•ASE'.GOURSE•.. •.. •� .... 2" BIT. CONC. BINDER >, �.•.•: .. .•(� PROP 6" PVC (SDR 21) RISER � DESIGN 12" .•. • •.CQMP•A.GTEQ�:TO tP,T : ' • � BACK FILL PIPE W/6 I. . °� CLEAN SAND ALL I PROP. 6" PVC (SDR 21) 45° BENDGROUP 10"Hx30"Wxl4'L OF 1 rte' TO 2" LEAST .92�• OF AROUND + FULLY �!8'� MA�CIMUM• Df�Y..DEP�SITY I INV. EL �� CRUSHED( STONE INFILTRATION ( ) _-- — -- — $" COMPACTED COMPACTED EL=6.45 =6.8 TRENCH TYP FOR 5 ASTM D-1.557, .-METHOD, C' _ _ _ BOT. OF STONE ��\� \ \�\�\��\�\�\�\ \�\� \�\! — — — — — — — — NOTE: 8.3' O.C. — — — — — — — — — GRAVEL BASE CAP 50 Salem Street, Building A INV.=6.8 6.$ Lynnfield, NIA 01940-2600 ( THE ENTIRE PERIMETER OF EACH 6" PERF. PVC SUITABLE COMPACTED MHD M 1.03.0 � �''� END INFILTRATION TRENCH SHALL BE (SOR 35) PIPE. GRANULAR SUBGRADE TYPE B 781.245.6530 fax 781.245.6508 C7C,� I� LINED WITH FILTER FABRIC (MIRAFI 2� MIN. �Od 8" OF CRUSHED STONE PROP.. 6"x6" WYE w ' .lunadesign.com 140 N, OR EQUAL) MAITERIAL COMPACTED TO 90%TABLE GRANULAR E E.S.H.W.T. 6" PVC. ON GRANULAR SUB—BASE �� g I AT EL= 4.40 OR _ PROP. 6 PVC (SDR 21 —MATCH ROOF DRAIN) Architecture Interiors Plax>_n»•+ BELOW DRI1/EWA Y AND PARKING ARA CLEANOUT DETAIL SUB SURFACE STORMWA TER RECHARGE FACILITY TO UNDERGROUND BITUMINOUS CONCRETE PAVEMENT RECHARGE FACILITY Consultant: I N:T.S. (20 YR DESIGN) N.T.S. N.T.S. OVERFLOW DETAIL MERRIMACK N.T.S. ENGINEERING SERVICES , INC . WIDTH VARIES 66 PARK STREET 4` LOAM & SEED ANDOVER, MA. 01810 MIN. TEL: (978) 475-3555 I FAX: (978) 475-1448 BIT. CONC. WWW.MERRIMA CKENGINEERING. COM DRIVEWAY PAVEMENT ACCESS/ INSPECTION 24" DIA. C.I.M.H. FRAME & COVER . .. . . .. . . .. . 1 1/2' BIT. CONC. OVERLAY SEE NOTE 'B' In CO Dosanenis are learded ati or cm be hmsmllted os,elmtrmis meds.They ae daefae COVER TO READ "DRAIN" NEENAH BELOW VERTICAL CONCRETE subject to wMeddle dlaaran or erasae,alba oteotiond or udnlmChn due to,miag ok amen R-1769—A OR EQUAL 2' BIT. CONC, BASE COURSE TRANSITION CURBS SEE NOTE 'B' law=,man,meda*do*sotbsae wor,amm ItAmba acs*4%hm DWOR 7 FIN. GRADE-\ (6 LONG) BELOW Uo*Ix dd not be W He Ia my dainGS,lases,&ffq ,a sods aisia9 alt d mysd w ........ . . . . . . . . A dtaatim a madhaited reuse a nwdfirntim d These CIiLYY doamanis 8' PROCESSED GRAVEL BASE 1:12 = = BASE COURSE BIT. CONC. > ................... .'.'. . C TYP. ) yaP�� MAX , �� � ` 1:12 ADJUST TO FIN. GRADE W/ _ O .. ,e Owner. " COURSES OF MORTARED wIUS :: : ACCEPTABLE BACKFILL MATERIAL 1.12 'y' �oG� MAX h RUBBER 0 RING BRICK (2 COURSES .. o0c, GRANITE CURB (TYP) MULCH TO THE EDGE Salem H a rb O r Community MIN. 4 MAX. CONTAINING NO STONES GREATER THANGASKET : ) . . .. --_ �. OF THE PLANT BED ... . .. . . .... 6' DIA. , PLACED IN 6` LIFTS, EACH Development Corporation PRECAST REINFORCED •• •••• 1 LIP1:12MORTAR JOINTS CONC. M.H. ECCENTRIC .. . BEING UNIFORMLY DISTRIBUTED AND COMPACT p PRUNE ACCORDING T :12 SLOPE EXISTING y TO SPECIFICATIONS INSIDE & OUT CONE SECTIONS . . TO NOT LESS HAN 90% OF THE MAX. DRY j GRANITE CURB WITH NON—SHRINK �+ 3 WATERPROOF GROUT .. 12 MIN. DENSITY OF THE FILL MATERIAL AS DETERM:I NED 28' AT PARKING LOT A SET SHRUB AT PRECAST REINFORCED BY THE STANDARD AASHTO TEST DESIGNATION 3' 3'f ORIGINAL DEPTH CONC. M.H. RISER D T180 METHOD D. EDGE OF EXIST. PAVED Project: SECTION DRIVEWAY ROADWAY— NAUMKEAG 3" BARK MULCH 4'-0" DIA. 5't SIDEWALK STREET LAYER ' 6' MIN. 3/4' CRUSHED STONE BEDDING " TRENCH BOTTOM MUST BE TRUE AND EVEN �4 SAUCER TO PROVIDE UNIFORM SOIL SUPPORT FOR 1, W� CC= CEMENT CONCRETE TE 6"x6"x#10 WWM) PalmerStreet D+18` MIN. THE PIPES FULL LENGTH. BC= BITUMINOUS CONCRETE _ n 6" PVC DRAIN W= SIDEWALK WIDTH 3.0 MIN. APRON-1.0 TO 3.0 6" PVC DRAIN 0- a INV=7.5 D+24 MAW= DRIVEWAY WIDTH " B & CC=3/16 /FT. 5% TO 15% SLOPE REMOVE PLASTIC BURLAP INV. OUT-6.8 2,.6 DMH ,A,) INV=6.8 �DMH','A 2-6 ® DMH B ) CC=6 BC=3/16 /FT. 1 LIP COMPLETELY FROM BALL. BC=2-1 2" INV. OUT=7.4 6 ® DMH 6 ) INV=7.4 (6 FROM DS#2 0 DMH B ) / 9" IF HEMP BURLAP, TURN DRIVEWAY DOWN TOP THIRD g TYPICAL CLASS »Ba TRENCH DETAIL FOUNDATION ROADWAY M N.T.S. 8„ MIN. EQ. EQ EQ. PLANTING SOIL Salem, Massachusetts I p : +` SECTION A—)A INSTALLVERTICALCONCRETE _ WIDTH OF PLANTING .. . ... PRECAST REINFORCED +� SHRUB— PIT IS TO BE 3 TIMES 12 MIN. COMPACTED M.H. BASE SECTION CURB WITH 6" TRANSITION THE WIDTH OF THE Key Plan: o. CURB FOR DRIVEWAY TO ROOT BALL i'.•a.•'i SCREENED GRAVEL... ;: :;:: : i�pl�/�wAY RAMP PARKING AREA DRIVE" UNDISTURBED SUBGRADE T)TICAL DRAIN MANHOLE DE I N.T.S. NO SCALE . I LJ PAm DMH B HYDRANT HHYDRANTS OPEN LEFT; � � FINISH GRADE RIM EL.=10.2 RIM EL.=9.9 ( VALVES OPEN RIGHT � CURBS COVER TO READ \JC EXIST. DMH .IN "WATER I FINISH GRADE NAUMKEAG STREET HYDRANT DRAIN g 6" PVC DRAIN TREINCHES (IN 5 IMP-111 TRATION ��$.P7 1 6" GATE VALVE do BOX 51-0» FROM DS #1 ROW MANIFOLD) 6" CLDI I i STANDARD TYPICAL ALL MIN. 314" CRUSHED STONE— VALVES :'• • ' 6 MIN. ABOVE 8i LAID •..; . • . . HYDRANT DRAIN ' _ •�•• '::" FLAT STONE — '_. CONCRETE INV.=7.5 A— I EXIST. 10" DRAIN ° " TEE WATERMAIN PIT �'-6• DIA 6" C.LD.I. :n . - .�,��:;�. THRUST BLOCK a xa xs 90' PVC ELBOW I INV.= �INV.=7-4 I I 7.� NV.=5.47 , . BY 3 DEEP BELOW 6 HYDRANT DRAIN YP. ( No. Date Revision/Issue 3/4•CRUSHED INV.=6.8 I r PLACE CONCRETE STONE ( S MP I 1 5/24/05 DRAINAGE & UTILITIES AGAINST UNDISTURBED HYDRANTS; SHALL BE TRAFFIC MODEL SMITH H SERIES 5 I—.T__ 205, DARLING B 62 B OR MUELLER CENTURION A423. I 2 8/29/05 CURB CUT & DETAILS EARTH I I n I 3 9/16/05 GRADING & UTILITIES .TYPICAL FIRE HYDRANT DETAIL 4 4 0/13/05 DRAINAGE do UTILITIES I I I I 8/11/06 CURB do WALKS NO SCALE 3 ILII 7 IIIj 8 PROP. INSTALL VERTICAL CONCRETE s 2 I II I CURB IN PARKING AREA 111 4. 4. R J 4" LOAM AND SEED OR - SUITABLE LANDSCAPING 12 EXIST. 36" RCP i N INV.=1.37. TO PRUNE ACCORDING 13 r� ` 1 2 _ BLACKRUBBERHOSE, '�.. Date PROP. DRAINAGE SYSTEM PROFILE— ,i� SAS AUGUST 11,2006 1�'=20' PARKING AREA ONE TWIST PDO DOUER BLE STRAND �` �T S�cti� Scale nr C. wn #12 GALV. WIRE DALEY � , AS NOTED `o " 3�650 3 2X3 WOOD STAKES, CIVIL Job No. STAIN STAKES BLACK 6321 IAF TREE WRAP TO FIRST -F rs.Tr- File 3' BRANCH s ON YIN, . EXISTING OR SET TREE AT , 2 YIN. PROPOSED VERTICAL NURSERY DEPTH 4 GRANITE CURB W/THIN 3" BARK MULCH I Z'—O. R �" - ':'' RIGHT OF WAY AGAINST TRUNK LAYER, DO NOT MULCH 1/2 EXP BD W/ SEALANT AGAINST SAUCER k EXIS77Nc = 6x6x10 GA WW OR 4" 3000 PSI CEM. CONC. PROPOSED i - W/BROOM FINISH MMERE APPU --.� L-2" YIN. 4' OR 5' SEE PLAN FOR WIDTH COMPLETELLYSFROM UBALLL PAVEMENT _ DETAILS �'• SEE PLAN ROADWA Y 9" IF HEMP BURLAP, TURN o 18 w8" COMPACTED DOWN TOP THIRD LOAM & SEED OR BROOM FINISH T GRAVEL '—O LANDSCAPING 6x6x10 GA WWM $o ° 00 2 3000 PSI CEM. CONC. o$og 6" EQ. EQ. EQ. PLANTING SOIL I 0$°� — TREE— PITOTH IS OTO BE 3TING T MES ori " THE WIDTH OF THE 0 5—p• 12 COMPACTED SUBGRADE • cv COMPACTED o8°$ °8°g ROOT BALL k UNDISTURBED SUBGRADE NOTE: SYMBOL SHALL BE CENTERED GRAVEL o I IN THE PARKING STALL VERT/CAL CURB PLANTING DETAIL P r 00 HANDICAP SYMBOL DE. TAIL CEMENT CONCRETE WALK DETAIL : N NO SCALE (LOCATIONS AS SHOWN ON PLAN) N.T.S. ,�)ETAIL ' r , i N.T.S. N.T.S. t IIIb i I 017 • a 's. `f LUNA DESIGN GROUP I I ( 6" D.I. OR SCH 40 I PVC SEWER SERVICE 50 Salem Street, Building A PROP. MECHANICAL LATERAL Lynnfield, MA 01940-2600 JOINT PIPE CONNECTION COUPLINGS SERVICE PIPE 781.245.6530 fax 781.245.6508 ATO) 4; VLOCATION WHERE; ( AND 45' BEND www.lunadesign.com NE V1T 8 UCTILF IRON PIPE JOINS EXIST, 8 CAST IRON Architecture Interiors Planning I PND. INSTALLATION ASSEMBLY PIPE FROM PIPE CLAMP STAINLESS STEEL 11THTOWILL REQUIRE COORDINATION EXPANSION a N� CITY OF SALEM VIVATER DEPARTMENT WHICH INVOLVES A TEMPORARY SHUTDOWN OF THE WATERMAIN IN PALMER' STREET. USE OF FLEXIBLE RUBBER Consultant: % I - CONNECTOR TCONLINECOR MANHOLE ORRETE TRUNK O EQUAL.) E M E R R I M A C K r v yrt i v WALL :s ENGINEERING C;VW QP-.,8%8"x6" TEE PROP. 2' GAS I SERVICES , I N C . GATEVALVE SERVICE �' � � _ i� Vin= �r001 Sr``PROP. 8" ISOLATION 1 �, ����'J 5JAi -� $" WATER MAIN (CAST IRON) VALVE W 7"t DIAMETER W v� w W W W ROP-8„x8„XEE,-4"-X " -- » _ ---- v �• W t,s R� 0 c t�•`��L OPENING e, � W w W W W 1• '� t s s s M coria: s s s TAPEP,--AN�D� --2!-GATE-VA f _._._. -_ s +� v s s s s s s S SMOOTH CORE PROP. 2" DUCTILE IRON � PROP. 6" SANITARY SEWER % �``� 32" 66 6 6 PARK STREET DOMESTIC WATER SERVIC f }5 � 11�JJDYVA; - ��`-. A ; EXIST. 32 ^� PALMER' EXIST. VC1_11lrCfT�11,O OTEf� MIN ,�r,�. s - OR 36" DIA. ANDOVER, MA. 01810 I g•, t o� �� t- LSTREET 3 1 INV.=3.4t (SEE PROFILE AND DETAIL SQA „ � p 5� a ---� - S CONC. PIPE FLOW � c:- �• p � a N - � �110 S�,�p �ctl 2., �-��� e �.•-�;��;, -- � � TEL: (978) 475-3555 --- c1 0�" G FAX: (9 7 8 475-1448 „E5. REROI�TE 0 c c cI ,tt , \ ) A" WIRES FROM PROP. �;� PROP. 6" C.L.D.I. FIRE �� c "'�-= ti �� A �`zg WWW.MERRIMACKENGINEE-RING.COM U-POLE RELOCATION Ffg220 9� PROP. 28f LF. 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C 10.3 AUGUST 11,2006 BC 9.8 °.--- t �, cyG Scale <[ t TI ��o--'O' c. � ; PROPOSED SEWER SERVICE PROFILE s _ 1 -to H=1"=10' Fad R G� J O b' No. V=1"=4' R�S� 6321 ° File GIs t ° PROP. 6' HIGH WHITE I t 0 VINYL FETOP WITH I LATTICE ' (SEE DETAIL) I , I GRADING & > I UTILITIES I s N i i J r I 0' 5' x 10' 20' 30' --------------- n NO TES :4a 1. ALL NON—PA VED AND NON-BUILDING AREAS TO BE LANDSCAPED '# WITH GRASS, TREES, AND SHRUBS SEE SHEET 6 FOR DETAILS. s I111111 IS 11P Ar 2. THERE SHALL BE NO ON STREET PARKING AT NA UMKEAG STREET. " 4 ` " I IDESIGN GROUP 50 Salem Street, Building A Lynnfield, MA 01940-2600 781.245.6530 fax 781.245.6508 + www.luna.design.com Architecture Interiors Planning gronite ctarD ` r -f Consultant: t� MERRIMACK ENGINEERING SERVICES , INC . I,EXISTiNG PAVED ROADWAYS PALMER (PUBLIC — 40' WIDE) STREET PR©P. SAWCUT 66 PARK STREET gronite curb ExIST. CEM. CONC. ANDOVER, SIDIEWALK (TYP.) M A. � � i TEL: (978) 475-3555 I EXISTING CURB CUT TO BE R MOVED I ranito �u _,.� E FAX: (.978) 475- 1.448 -- AND R�pL tM G ITE CURS i S69.43'37"E I ETC.A(S NO #�AO� ' WWW.MERRIMACKENGINEERING.COM concrete sidewalk i 1 2.07 _ e 6g 2.07 2 07' _. ... .� \ �� w Dumb are=rN A a con be hoMed r,de*ork mei.�(re therefor X64 these CFDD ; " is� 'q 1 3#d to mddedfie dta&a ffm et inieitiQal a wida aid,due I%wq otha ca= , n tronsnsA own,med�o degad kh x4me errs,a h mm dfera m Aaor ft In Dw ..-. \ 4 ,,,,.•4•,' �'�• t ��"6 i 4 , i .. +, 1 � 'y � � �' ,, j .•sem 1- i "' ', 't A '' - "1' 4 d- , •.L.. ,1 b .:. t gip, a curls out of spymch i t y � 15 i t T ; T, l• 1 T ' q.•k`•k4 �'` r' 1��iL.II�CiI / J �,nvm Q ":, �� 'f ', + F .t•.',,rq i ' $ q r l L .� � ') i ;• ". .9 �M Slll INl UG pW M111G M my,�miur 1,•"'^'�,w5 r r 4 dlerdion a ww1how re-use a mo6fi b of these CARD doe edL Is q `'� ,,•Kq � 1 a� ;. '��-,:�'"i� c1 � +,,•3r^'���' }.•+r"�"''��i � t ; f ` •� ,,,•^ y t i •e �//�/ - ¢ � ; 1 t 't . 4•".��`i1� � ' ��: � �,w--' 't � :�i. , q � � .�'. ,.�"��''" q ..^K S,� `,. 1 ,�` 1 1� ° �:,�`. � I `r. ' _ ' - OP. CONC. WALK Owner • + i �t w` ' 'a .• l.�'�" t i i ti \ 1 3` ., �i '71U ; ,//y '� .+•"".4'.-+ k i ; o-""-'�� \t�5 � 4 req i � l k S •���•' t •.••e l' t � � i P i�M ti POP. MOD STEPS Salem Harbor J I, Community tNRT 9 : ` ' ' t � `' ' 3.57 MAI ENTRY JaIen1 I IarlJOr + PROP x5 " ,fes ; ; :: . ` -- - ` ; . t `z, =� ; � ,, ` , , x . . ti Development Corporation ELECTR,ct .�- : ' t > t - ; P�IVI TRANSFORMER ^ ' ; S. ` , =,� - " 4 ' �,`':' ��, - , _, f CONCR PAD � m L %t �- , . ' I �` 1 1 �1r,�^§` ,,:C j, � + �,� ` i �`1-''' Z .�' x ' ` , 1 ` :- �• �i•�, t 1. ��` ,,-^l g- 1 .1 ` ��r � � U {.l-} Y t , �^`s, :�-'"' q .� t 1 , E - '.--r" :c',', µ. rk' l . ^r +, '' t' m`,• ,: t s z '" -': 'F:k""-l'� 1t c _J I �+';y�v�,� --- ,2 =...�k t ��- �,.-- , ,.�+: A.. �... ,_ ', � q 4 � . • -• =.y«. I � ' ,.� t;.� t- �.,.� ��r]gm 1 .w?`, '� ' of t ,• ,:.' ` dy il}t ,• y .1 t "'`r.,�^"'°} /'l%1VlJ�ka1""`,r '�''''t� T ',ty"$.-mss"' ro. , � , , �� sll�� �- �� t Palmier treat � 5 X85'. -� 22�• � „4�; ,t�,�. { _. ,�0�-' �.�-• .�: ,;" f�tt'r�9�•�•�-� ,.,�- ' at ,. , �,5 r n i ' -• LJ t d « ". C / I J J '�J / ,f '..a.'• . -- ;`{,.-s.�.. � t �-"�' ���. „ 4 , _..;-"-4 1.- I L.J._ PROP SNOW ! '., r-- ;'�"�- Salem, Massachusetts • SEE S i�'N t 'tet s' CONC. , U PROP ; ` « (IL �r.,_1; d<; ° ..� �' ..�,-� ,' ,.� ,� i. . , I � , RE EE PROP. REMOVE: n Op .. D00 f 7/ ��6 -.r: � r,-; �`� ' r oo Q K Plan: 3, a PR -,. , ,... �� f. FOREDETAIL) ,. �-�`'-'q.�'", -ktt - o y ; , I Key EXIST. VERTICAL �. p,SH � � f � s° �i , � " . TR 'fit "�, GRANITE CURB y �1ENCLOSUF.E ��1, l�/ , �'"l ( ) a .a� ' ' HIGH W4i1TE •j %i �/i' ' '�-ifi: 6"�� � , , � � •, ,�.-t I � '�..wpPOP L F CE W1� SL1 % ` CUR �• � �.,, �,..�� SL1 VINS Ind TOP R11C } LA PR p. S E ETA1�) HC ��q i r v I �� Ls� � � ( � ` • . - PROP. RESET v 'n `- - " i-�= ,!•` J EXIST. U-POLE P LE AND LI HT . : -;'CI I IN VERTICAL F-- } {S E LIGHFf TU TIN � ,` ` ', ' - POSITION P N-TYP.) . + - ,,, r rn Sp p,CES SPA ES tLA ' 7 N ARD w POP• STA5 ' ; -/� " , - -' W v; �,, r 121 } cn Q � W J CD .\.�iil �i1 t. �,. q �i �' = Q V W _ 4:' W1 TYP) � `,I.'ilr. "ti :r:r �fi 3A'i �� � '�+ y FU 71-1 W N V W + } PRO -SALE . - '`t -� - , - Q o o p 4 S LINES ar`" 't ' �S -� m W .- a w PROP 81 T SEE pETA1L� `l � of INI ` , 4" `` w ` " = i) cn z c�� z I 1 3 PA M t ' 0 U • Z vE CD V G3 0 N , t t �. : � �, �O Q NIS W �..�" t `-'•� W x No. Date Revision/Issue U tp Off- " ` t Q "; 5/24/05 DRAINAGE & UTIUIIES e' • I 2 8/29/05 CURB CUT & DETAILS Oa-V Q Ny; , a } ` , ,� —fir t ~' ' "`• 6O �, 3 9/16/051 GRADING & UT1UTlES t ® 7,FJ 90 ,r• .: - ,. , +', 0/13/051 DRAINAGE & UTIUTIES �`- 5 8/11/08 CURB & WALKS xee+ P �`Y`� x ':+ ' .-• `z..•-r'""L. rY ..rr- t...,k°`'�'•� ..^.'a••�_ _ - 6 9/6/06 NOTES 00l y M In ` O 8 6n� ' 9 i �4�Y, SL12° JED 10 1 o S�I"F FGys� s�A` 11 12 It } 90• SLI -°-'`°�°'` 0 �Zzzcs� of Date r gss9 �' SEPTEMBER 8,2008 ° .o ° r,C5_RT C. tic ' Scale s r PROP. 6' HIGH WHITE i DSL}L _ ,5 1•=10 � X12.22 VINYL FENCE WITH LATTICE TOP 31650 Job No. (SEE DETAIL) ' � 8321 File to- 'Iff r , LAYOUT & }, MATERIALS i 3 I o I , I to 00 r— N 0 I 0' S' 10' 20' 30' o I � 4 - �1 3 L A I BENCN F P5�N�10 �Qp O��QN o3 �' DESIGN F� 3 G 1 GROUP G 9 _.C. s— w W � ar9 92 99° °?6 y granite curb � - NO 01 A 9 Cg g.�2 g R 50 Salem Street, 1�uilding A RA 9 SEE NOTE #5 ON TITLE SHEET g 9 ,°,6 Lynnfield, NIA 01940-2600 a" \N \11 'Z4 N ° 3�.ov�\oA�l�� s N FOR ABANDONMENT OF EXISTING / GV r,v v�'` 781.245.6530 www lu5nad sign om.24s.65os pkv' 8" WATER MAIN (CAST IRON) WATER SERVICE PIPE / "°t ° �° w - w w w w w w w w w w w / m w w w w w w � y 1 �pvE Architecture Interiors Planning s kg 5 s s s s s s s S s s s s s s 9�6 / I oM" 2Q k kg 9 � SPALMER S Consultant: R ,3 515 3 0 D G G G G G — _ �N P� MERRIMA K °" � 22 9) G oM"p3� o' ;Z \N C ENGINEERING 8g 0 S V a 76 granite curb g�\ `5� 23 KV iG 4- STEEL. Rai y / �O 239 g85 5:73 POWER 3a 6g G G G G G SERVICES ,, INC . rmnite curb 00`\b0x 6 ` — 8 58 $ \ 0 E E E E E V\.\ � 98 `� 29 �0 569 43 ' '37"E S69'50'53"W 128.32' PL. BK. 370 PL.68 /K concrete sidewalk E \ � calculated and held `RpN 1 10�1� 1°°� W R$°-6°c 66 PARK STREET '65 ROD W Rc ANDOVER, MA. 01810 g 8 N 0 TEL: (978) 475-3555 I / - ,Maple i oee v / V J I FAX: (978) 475-1448 \ a) bata WWW MERRIMACKENGINEERING.COY c 9 g8 Ra CARD Dwarfs me cecam m,or an be wisoed as,eledrmic media 1*ae sniorcae subo to ulidetedaMe dtaab or arise,do iitenlimd or uiomraad,due to,snag affix cases N �o q6 1°' $0 I p trmsidssion,cissa,mek 4ada6m,sohn ars,or baam alerdian. %lux Desgn 62 0 0 I Qaup,Inc. not be bdd We(a am din bsses,damages,a casts ai*g ad of my ma c / e 10 55m alaaDon a unaulhaited reuse a mo6ficatan of In CAM ffi x Ir5 Z \ 3 Q �1°6 �' Owner: 7.2. Salem Harbor Community r r m N a M 6 Development Corporation :7� R09' I 30.1' \ \ \ri28.40 ,MaQ,c I 9$ 1 fn y (n a Project: � IN FORMERLY ` W 3 5. a, KEEFE'S PUB ga / o ONE STORY °p \ Lri BUILDING o ii / s in z 50Palmer Street o ° ` #50 N c6 \°? o Y \ O a ;Rs$ \Nv. cm 0 r 1 N 0 k\° / 0 6-01. \ESV C-4 �'I cn � v 0 Salem, Massachusetts e� g.90 J •-p ,mo0te Key Plan: icN �— N B °\° ao ,�,qq r Ry$. 2 V • N y R3 approximate zoning boundary B. 0 7 k w � 0 -C) 3 / m N \ SES �Q� LtN l I 1°2$ 1 R`oPte N 9?� 25.1 t �10�-� t,.�1 9.95 r SES g. 1 I N,56»w No. Date Revision/Issue �+ fence N$3OrG o `n ' 5/24/05 DRAINAGE & UTILITIES �a g�� CONCRETE ` I BLOCK 00 w 0 1 2 8/29/05 CURB CUT & DETAILS o GARAGE -t PAVED r " `-� ( TRUET EX tWAY t 3 9/16/05 GRADING & UTILITIES ° w •� REAL DR 410/13/05 DRAINAGE & UTILITIES a ° : tMOT11� P' SLEA�TT 56REE o� "" 6 9.a 14 O OLE ; 25.1 2� T-TRUSTEE3243 PG' 1 /i// / 9 9 e N REC BK. 52 PL 43 / 3�ay�e 7 tc \�. SE COCO Pt- gK' 2 \. 0"�58 9 G. 304 FO 9 N 112 22 A�EXAN� 1757 4 P G o n \ \ REO' BK 252 Pt ' 43 11 y NOTES. 11 I � 12 0 1. DEED REFERENCE FOR LOCUS IS RECORD BOOK 21656 PAGE 298. 13 Date 2. PLAN REFERENCE FOR LOCUS IS PLAN BOOK 370 PAGE 68. AUGUST 11,2006 3. ZONING DISTRICTS ARE BUSINESS NEIGHBORHOOD (B1) AND Scale 935 V, RESIDENTIAL MULTIFAMILY (R3). .. 1 dab No. = ' 9 6321 I 4. THE PREMISES ARE NOT LOCATED WITHIN A FLOOD HAZARD ZONE lir AS DELINEATED ON THE MAP OF COMMUNITY #250102, SALEM, MA �,, k ' , File EFFECTIVE AUGUST 5, 1985 BY THE FEDERAL EMERGENCY MANAGEMENT ` AGENCY. IL 919 ° 5. CONTOUR INTERVAL IS ONE FOOT. � N I 9 3 o" 6. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM. Ar 7. UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS OF SURFACE INDICATIONS AND PLANS OF OPERATING AUTHORITIES. THE UTILITIES AS SHOWN ON EXISTING THIS PLAN SHOULD BE CONSIDERED DIAGRAMMATIC ONLY. DIG SAFE AGENCY SHOULD BE NOTIFIED TO DEMARCATE UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONDITIONS 00 CONSTRUCTION OR EXCAVATION. I 8. WATER MAIN ON CONGRESS STREET WAS NOT LOCATED. , I 3 v o { 9. DRAINAGE STRUCTURES WERE FILLED WITH DEBRIS THEREFORE SOME PIPE LOCATIONS FN AND PIPE INVERTS WERE NOT OBTAINED. 10. PROPERTY LINES, TOPOGRAPHIC SURVEY AND NOTES #1-9 ABOVE TAKEN FROM I PLAN BY NORTH SHORE SURVEY CORP, DATED DECEMBER 10, 2003. r I i r7 j — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — - — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — G tz2ka kNlk m1a` k y \ •'v FA 8 tf h ul /J\ ,� LOCUS :. O _tea Ll A D-ES- IGN I> PALMER SITE DEVELOPMENT PERMIT PLAN ICOVE GENERAL NO TES GROUPI L0CUS MAP ATTACHED BR19USING A PROPERTY LINES AND ZONING INF OBTAINED FROM 50 Salem Street, Building A INFORMATION SHOWN HEREIN ARE OB E Lynnfield, MA 01940-2600 SCALE 1" = 600' DEVTLOPMENT EXISTING PLANS AND RECORDS. SEE ESSEX SOUTH DISTRICT REGISTRY OF DEEDS 781.245.6530 fax 781.245.6508 BK #21656 PG #298 FOR SITE DEED. SEE CITY OF SALEM ASSESSORS MAP ,PF34 wwwAunadesign.com I L 0 T #162 FOR SITE. Architecture Interiors Planning LOCA TELT IN B) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON AN ALTA/A(CSM SURVEY PLAN FOR THIS SITE PREPARED BY NORTH SHORE SURVEY CORP., DATED DECEMBER 10, 2003. Constant C) THE PROJECT IS DETERMINED TO BE OUTSIDE 100— YEAR FLOODPLAIN MERRIMACK SALEM, MASSA CH SETTS AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE CITY OF SALEM, ENGINEERING MASSACHUSETTS ESSEX COUNTY COMMUNITY PANEL "'UMBEER 250102 0005 B SERVICES INC. PANEL 5 OF 5 MAP DATE REVISED; AUGUST 5; 1985. APPLICANT AND DEVELOPER CONS O TR UCTI N NO TES 1. UTILITIES SHOWN HAVE BEEN COMPILED BASED ON EXISTING PLANS AND RECORDS, 66 PARK STREET I ACCURACY, LOCATIONS AND COMPLETENESS IS NOT 'GUARANTEED TO BE0 18 10 SALEM HARBOR COMMUNITY CORRECT IT SHALL BE THE CONTRACTOR'S RESPOI.'SIBILI TY TO ASCERTAIN THE ANDOVER, 5-3 55 LOCATION AND ELEVATION OF ALL UTILITIES WHICH hfA Y AFFECT THE WORK. TEL: (978) 475-3555 48 C�'L, TOLL—FREE, THE DIG SAFE CALL CENTER AT '-888-344-7233 SEVENTY— TWO FAX: (RR CKEN61 E LEGEND HOURS PRIOR TO EXCA VA TION.DE WWW.NIERRIMACKENGINEERING.COM 2. ALL EXISTING UTILITY GATE BOXES, MANHOLE FRAMES AND COVERS, CATCH mese W Dumb are m*aa,a coy be Iraq RW as,ddo*Wo.Iq aie Iheffae OPMENT CORPORA TION 0 SB DH STONE BOUND DRILL HOLE BASIN FRAMES AND GRA TES AND OTHER CASTINGS TO BE RETAINED SHALL BE djx(m andetafte dleraCm or nn alba ntenlmnd or anntenfimd due to amag oEia arses I ❑ CB CATCH BASIN ADJUSTED TO LINE AND/OR GRADE. ANY WORK REQUIRED ON ELECTRIC, GAS, x" 01'f0 "''"�0 ''m �°fa'a h�'u°'a�eml'an ►sari W'a°est' C a CABLE T. V. OR TELEPHONE STRUCTURES AND LINES SHALL BE CARRIED OUT B Y stag,InG sfial not be held labia r o clams,losses danxges a oasts as�q out d arysuch D M H DRAIN MANHOLE THE 0 WNER. Oft a unaotha¢ed«us° no6ficaCm of fm LOD daarnentc INV INVERT S SLOPE DESIGNER: J. CATCH BASINS DAMAGED OR FILLED WITH SEDIMENTATION DURING THE Owner. DS DOWNSPOUT CONSTRUCTION PROCESS SHALL BE CLEANEDFLUSHED AND/OR REPLACED AI T MERRIMACK ENG11WEERING SERVICES THE CONTRACTOR'S EXPENSE. Salem Harbor Community, I eSM SET IRON ROD SET 66 PARK STREET 4. PUBLIC OR PRIVATE PROPERTIES, BEYOND THE WORK LIMITS, SUCH AS MAIL QS SMH SEWER MANHOLE , , Development Corporation OT TMH TELEPHONE MANHOLE ANDOVER, MASSACHUSETTS 01810 BOXES, LIGHT POLES, SIDEWALKS, SHRUBS, FENCES, STREET SIGNS, ETC. TEL: (978) 475-3555 FAX (978) 475-1448 DAMAGED OR DISTURBED SHALL BE FIXED OR REPLACED AT THE CONTRACTOIR'S • WG --99— WATER GATE EXPENSE, AS REQUIRED OR DIRECTED BY THE ENGINEER. o GG --99— GAS GATE - Pro ect ,�,,�_ ""-1.14M4 5. PRIOR WRITTEN NOTICE OF AT LEAST 72 HOURS SHALL BE GIVEN BY THE e CO CLEAN OUT sq�y CONTRACTOR TO THE CITY OF SALEM WATER AND F,RE DEPARTMENTS, WITH I e WSO WATER SHUTOFF ` ';��,`�T r, G�' ` A COPY OF SUCH NOTICE SUBMITTED TO THE ENGIN.=:ER, BEFORE ANY WATER • GSO GAS SHUTOFF &` a f `,Ivtt_ MAIN IS SHUT OFF. IN NO CASE SHALL A GATE VALVE OR HYDRANT BE OPENED OR THE PROPOSED SIGN ON POST 31 CUT AND CAPPED A T THE EXISTING WATER MAIN IN PALMER STREET 650 T``'G WATER SERVICE SHALL BE GV L ` ^yE' do �� SHUT WITHOUT PROPER AUTHOR/ZAT/ON. THE EX/Sr,; : SO Palmer Street X GV GATE VALVE t !ms`s T. HYD HYDRANT STEPHEN E A R.L.S. OBERT &.'-_"D'A`fEY, P.E. INSTALLATION OF THE FIRE HYDRANT, TREES, VALVES, AND THE DOMESTIC AND FIRE PROTECTION SERVICES SHALL BE DONE IN ACC,:-RDANCE WITH THE CITY OF SALEM UP UTILITY POLE WATER DEPARTMENT STANDARDS FOR MATERIALS Ai* METHODS GATE VALVES (4" & 6') *LP LIGHT POLE _ • SHALL BE IRON BODY, BRONZE TRIM, NON—RISING STEM, SINGLE WEDGE, RES,'ILIENT SEA T. E ELECTRIC CONDUIT DIMENSIONAL AND DENSITY SUMMARY MECHANICAL JOINTS SHALL BE FLANGES W/TH GLAI�+:_5 OR MEGALUG ,�N DUCTILE FP FIRE PROTECTION IRON PIPE. Salem, Massachusetts ZONE DISTRICTS: (B-1) NEIGHBORHOOD BUSINESS, (R-3) MULTI—FAMILY RESIDENTIAL k — —FD- - — FOUNDATION DRAIN USE: MULTI—FAMILY DWELLING 6. IMMEDIATELY PRIOR TO PLACING NEW BITUMINOUS CONCRETE ADJACENT TO � ply D DRAIN PIPELINE Key flan: SEWER PIPELINE ,, ITEM REQUIRED PROVIDED EXISTING BITUMINOUS CONCRETE, THE VERTICAL FAC SHALL EE CLEANED AND I COATED WITH BITUMEN. FOR TACK COAT. W WATER PIPELINE T TELEPHONE CONDUIT MINIMUM LOT AREA 6,000 S.F. 15,209 SF = 0.35 AC 7. TOP OF CURB SHALL BE 6 INCHES ABOVE GUTTER GRADE UNLESS OTHERWISE j NOTED. G GAS PIPLINE MINIMUM LOT AREA PER 500 WS WATER SERVICE DWELLING UNIT (S.F.) 3, 1,000* 8. BEFORE ANY DRAINAGE STRUCTURES ARE CONSTRUCTED OR CONNECTIONS ARE SS SEWER SERVICEI '* MADE, THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF GS GAS SERVICE LOT FRONTAGE 125 MIN 114.63 SUBSURFACE STRUCTURES AND DRAINAGE INVERTS TO AVOID CONFLICTS WITH OHW OVERHEAD WIRES MINIMUM LOT SETBACKS: UTILITIES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. X CLF CHAIN LINK FENCE FRONT 15' 2.07'* 9. HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER PIPES SHALL BE A o WSF WOOD STOCKADE FENCE SIDE 20' 2.02'* MINIMUM OF 10 FEET BETWEEN OUTSIDE OF PIPES. WHERE THE HORIZONTAL ❑ WPF WOOD PICKET FENCE REAR ,3o' SEPARATION CANNOT BE ACHIEVED, THE SEWER PIPE SHALL BE LOCATED A — MINIMUM OF 18 INCHES BELOW THE WATER PIPE (MEASURED BETWEEN THE - -162— EXISTING ELEVATION CONTOUR MAXIMUM BUILDING HEIGHT JO' 35'* OUTSIDE OF THE PIPES). WHERE NEITHER HORIZONTAL NOR VERTICAL 16 — PROPOSED ELEVATION CONTOURLOT COVERAGE 35� * SEPARATION CAN BE OBTAINED, BOTH PIPES SHALL BE ENCASED IN CONCRETE. 162X12 SPOT ELEVATION 457 THE EXISTING BUILDING SEWER SERVICE SHALL BE LOCATED, ABANDONED, AND I HCR HANDICAP RAMP PARKING SPACES IN R-3 1.5 SP/DU x 15 UNITS = 23 SPACES 15 SPACES CAPPED PROPERLY AT THE CITY SEWER MAIN W1 THIN THE RIGHT OF WAY. VC VITRIFIED CLAY ZONE PER DWELLING UNIT (DU) OR 1.0 SPACES/DU* 10. EXISTING PA VEO ACCESS DRI VEWA YS TO BE ELIMINA TED. SA WCUT PA VEMENT *VARIANCE OBTAINED FROM THE ALONG EDGE OF ROAD, REMOVE AND DISPOSE OF PAVEMENT MATERIALS. CI CAST IRON REGRADE SUBBASE GRANULAR MATERIAL. INSTALL '.,' RTICAL GRANITE CURB AND HP HIGH PRESSURE SALEM BOARD OF APPEALS CEMENT CONCRETE WALK TO MATCH EXISTING. THE '.PORTIONS OF EXISTING SIDEWALK I BCB BITUMINOUS CONCRETE BERM DISTURBED OR DAMAGED AS A RESULT OF THE CONSTRUCTION ACTIVITIES ASSOCIATED No. Date Revisionassue BIT. CONC. BITUMINOUS CONCRETE WITH THIS PROJECT SHALL BE REMOVED AND REPLACE WITH 4" THICK CEMENT I W.F. WOOD FRAME CONCRETE UP TO THE NEXT ADJACENT CEMENT CONCRETE SQUARE, OR AS 1 5/24/05 DRAINAGE & UTILITIES CAL CALCULATED OTHERWISE DIRECTED BY THE CITY ENGINEER. 2 8/29/05 CURB CUT & DETAILS INDEX 3 9/16/051 GRADING & UTIunES REC RECORD 11. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS NECESSARY 4 10/13/05 DRAINAGE & UTILITIES I RET. RETAINING SHT. 1 TITLE SHEET OR AS DIRECTED BY THE OWNER DURING CONSTRUCTION, SUCH AS TEMPORARY 5 PROP. PROPOSED SHT. 2 EXIS7i7NG CONDITIONS SEDIMENTATION BASIN, ROW(S) OF HAY BALES AND/OR SILT FENCING SHALL BE 6 SHT. 3 LAYOUT AND MA TERIAL S IMPLEMENTED TO PRE VEN T ANY AD VERSE IMPA C IS DUE TO WEA THER PRIOR TO 7 RCP REINFORCED CONCRETE PIPE '1>'` COMPLETION OR STABILIZATION OF SITE WORK. 9 I CLDI CEMENT LINED DUCTILE IRON SHT. 4 GRADING AND UTILITIES 12. A HOMEOWNER'S ASSOCIATION FOR THE OWNERS OF THIS AFFORDABLE HOUSING DEVELOPMENT 10 HDPE HIGH DENSITY POLYETHYLENE SHT. 5 DETAILS SHALL INCLUDE DOCUMENTS WHICH SPECIFY THAT T,'_,"E ASSOCIATION WILL BE RESPONSIBLE FOR 11 HCR HANDICAP RAMP SHT. 6 LANDSCAPING THE PROPER OPERATION AND MAINTENANCE OF THE SUBSURFACE ROOF RUNOFF RECHARGE 12 I RD ROOF DRAIN FACILITY, THE PRIVATIZATION OF TRASH REMOVAL, SNOW REMOVAL AND DISPOSAL, AND 13 CL CLASS SHT. 7 LIGHTING GENERAL MAINTENANCE. Date AUGUST 11, 2006 EXIST. EXISTING Scale F.F. FIRST FLOOR As Noted C.F. CELLAR FLOOR Job No- D:I. DUCTILE IRON 6321 File T.C. TOP CURB B.C. BOTTOM CURB APPROVED BY THE CITY OF SALEM 0 EXISTING TREE PLANNING BOARD PROPOSED TREE/SHRUB DA TE TITLE SHEET 00I I I t I a N M O I I t` K 010 I r N M / I l� } ( I1 t • LIGHTING FIXTURE SCHEDULE f' FIXTURE MANUFACTURER MOUNTING LAMP OF VOLTS s `' TYPE TYPE REMARKS = ,r LAMPS EMCO LIGHTING #AVA-1-3— 1 SL1 250MH-208—BLP & POLE MOUNTED 250MH 1 208 POLE MOUNTED #SSS-25-4-7—D1—BLP AT 25'-0" AFF SITE LIGHTING STREET SL2 LIGHTING AVA-1-3- POLE MOUNTED POLE MOUNTED LUNA NA L) M K EAG - 11SSS75M H 15-4-111 P D 1- BLP AT 15'- 0" AFF 175MH 1 208 SITE LIGHTING r WALL MOUNTED OUTDOOR DESIGN W PROGRESS LIGHTING #P5704-30 WALL 60W Al9 1 120 INCANDESCENT ENCASE IN CONCRETE GROUP UNDER DRNEWAY. SL2 W N LIGHTING FIXTURE NOTES : 50 Salem Street, Building A Lynnfield MA, 01940-2663 Dumpster uP n its -14 & 15 1 . THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES 781.245.6530 fax 781.245.6508 9 Two ---Bedroom Ren I TO MEET JOB REQUIREMENTS. tuna@lunadesign.com - Bedroom o ° 750 sqft typ. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND LOCATION AGAINST PLANS ELEVATIONS AND N� SL1 Architecture Interiors Planning DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR To ROUGHING IN. 1 i Kitchen Living Room 3. SERIES FIXTURES SHALL SATISFY LENGTHS AS SHOWN ON THE DRAWINGS. ENGINEER: 10 W 4. FIXTURE LETTERS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL BE TYPICAL FOR THAT ROW (UNLESS CROSSFIELD ENGINEERING, INC. Bedroom OTHERWISE NOTED. 65 CENTRAL STREET SL1 5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF THE HUNG CEILING. GEORGETOWN, MA 01833 2 6. MANUFACTURERS CATALOG NUMBERS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THEY ARE MEANT TO TEL: (978) 352-62077 B hroo UP PROVIDE A GENERAL DESCRIPTION OF THE DESIGN AND QUALITY OF FIXTURES REQUIRED. EQUIVALENT 978 FAX: 352-7362 PRODUCTS, BY OTHER MANUFACTURERS, WILL BE CONSIDERED. ( ) W E—MAIL: CROSSFIELD@ B hroo r W 7. ALL INCANDESCENT LAMPS SHALL BE RATED 120 VOLTS UNLESS OTHERWISE NOTED. CROSS FIELDENGINEERING.COM ' UP 3 8• ALL FLUORESCENT LAMPS SHALL BE OF THE ENERGY EFFICIENT, RAPID START TYPE, GENERAL ELECTRIC Bedroom SL1 SL2 O ! WATT—MIZER II, SYLVANIA SUPER SAVER II OR AN APPROVED EQUAL UNLESS OTHERWISE NOTED. o I c = o r+ I - — �o iiiCGJ ,. 1 n o 9. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS S U.L. APPROVED AS A COMBINATION �,o 2, E o 0 o ; 12 WITH ENERGY SAVING LAMPS SUPPLIED. �, oL-2z �- 2"C. TYPICAL FOR �= � vi �- W 10. ALL FLUORESCENT LAMPS ARE TO BE STANDARD WARM WHITE COLOR UNLESS OTHERWISE SPECIFIED. :� �,- �-_ 4 -a -� ALL SITE LIGHTING _ _ �- Kitchen Living Room o - E -o Bedroom E o� S D D 13 ° VAI MF 0RDFR, ING ._ � Uri+ W h 5 u UP Units -12 & °13 :' t =.� W O Bedroom Ren I PREFIX CONFISUP tTIDN DIsrRIMUN MJmI16E itDtlAGE t7eN11iR oPnoxs cow—o� �� o a, I 750 s g f t 'typ, ' �£' ! n AVA 1 3 --150HPS — 120 ' 91 RP ----- HS N c o o y c W s 5Yi '�I. V • �. 3 a 5 Uoo N - AVA 1 150HPS 12CI FRP &cor¢ePeinl h6 Fxlem (Hage Sit ro �" G �., ko, kwaty nlymil 40 HPS 205 BLP Mock Paint IF In-Pole rusingr�'ine Fusing o.y'O 15 Parkin 14 SLI r, 2890 F 0 247 WP wiftPaint txi o c_— r v <„4 7anwY EST,o�Iv 1756tH � PC tndd T Phdocordtal �� »p o � ' Fotaaitrra NP Nnal Paim e9 Tyre 6 W 2 250MH a4r Bap Bel_Pah I edadexrPtnitrntlrol cx 15 E o 2 E Spaces v SL1 N F s r ? Teimatsr7 dDOhIH 487 9p LntdtatumYtm�mmwbnml a> o f / y`` 3 OC OplitioralColor Paint hnnie,agcP+taatitprUtaair o `v— = v o x } " Ur&+Div 150PShtH Sr21trMdw-m PCR LoddrtgTy�PhUocontnTl M o c"� o . V r '"�` ♦ 3C312D 25OPSMH apdrmirtHCrYr Receptacle Only c a� Ts a e< a wrest _ �ixfmra'hR. c ani is t $fit b a 'rt Ft ;w tde9tm' XC��:t17111 Itnren�IVmmnma.bir! E�•� UP J n i i s 10 & 1 1 key _ , i,r :" aadk4a th 5C Smial Cola Paim MF 1V�1 Nn er c v � i " � FPS H R mnSodutn OJ1xat r tTd,'ri PFF2 Pole loo Filter w xQl o eon` vNi-v i r '::-.*. sal a Two Bedroom Re al Ida ► nwiuE �, o Milani PrR Pole TM Fitter r7--avits) ko-ad,FBn PSW Ptl;esw 11ed Wife V - I n 15 _ 740 sqft typ. �>�a PFF4 PolelwRtivi;-rxel o E� 7 H I SL2 BedrOOm ^' u"- Di OuartzStandhytt�44t�inm ¢ c� °� v� c E-c I �J I`lY Nfaaf3tNdhmdP+ U'c +y o SL1 uP Kitchen Living Room we wier3lard U N c�T= �-' r Value Without Compromise POLY External Polytabonate5hield r The Avalume's sleek form is a refreshing, AVA I � ) MF f� I AA F N S I Q_W softer tori that both cheats the wind and a 1 strengBtensthe assembly.The two-Piece _ 8 �. Bedroom ",Q ,; toaluminum.. , ed ... .:.. ,> . ,. _ _ �. d._nz�t housing s Elba•..net ...�.. T •� .` .� only to enhance an already stunning sculptedy -- '"s '` •..--.. O tia m,but to act as a heat si nk to he w lour hat lastcz V COO operating temperatures ani extend service life.The u& W tempered f1al4ass lets is meted to the luminaire O Q with silicone gaskets to keep out unwanted elements 0 such as insects,dust and moisture and ensure a ,tel 11 I C'K SHIP PRC)( R 4 M Bathroom long-lalling,mainteriance-tree fIXtUre. The Ayalutrr_marries quality construction w1h strobe.TheAvelurne in-stock units allllae Errro to mit tie quirk-turn needs c4 ueny projects.DuickSh iD produas are bream painted only.Watlttag s mailable are: Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Master TheAvalumsisalsompableatseamlesslrmountingto 259tfii,40DMH.250HP5and 400HPSBallalsare 5Tap(120rd761240!277!480-ttedtd2TfVoft). a davit arm or mast arm pole Specify the mast arm fitter' O B@ d r00 m All olter conligurdiors oinishes;wattages,etc.)carry a 4-teek leadlirne. W Tale (MF)option tar use with these applications. ", fi Coruuh your local Fear"recireserttative for all semi);debib. W Roo When vandal resistance is a primary CorCFlrl,Avalume ato ct W W W od offers solutions.These luminaires are featured with vandal 2ra1 AwCk 9( 77 San Ltmrdret CA 91571 � ^� ti resistant options that Include a stainless steal wire guard ealvu7•ol�a � i-+ O� polycarbonate kris(used in tandem with the standard 5t4ras7eaou m rel tttn� krx:51(11�1-gC@3 x UP _ UP UP tempered Blas tens)andtamper-leslstant hardware. www.9u�rpMina. E w DN DN DN a LIGHTNG ^1 SIJ O - ocirzrrr��r�...�s�uc • urrescr� • rra�c..rc�,rs.� • rarx,:v�av \�V Q O Ba roo nBatkriroom Bat room Bedroom r-y Kitchen Kitchen o Kitchen Kitchen Q Incandescent Pofycarf0onate-..Oval outdoor No. Date Revision/Issue Wall or Ceiling Mount FW .3c 5704`L I Units 1 & 2 Units 3 & 4 Units 5 & 6 Units 7, 8 & 9 P57050 Two Bedroom Rental Two Bedroom Renta Two Bedroom Rental 1065 sqft typ. Por h P;7e6 n 750 sqft t�lp. 750 sqft typ. 740 sqft t W P p Finish Dimensions(Inches) Catalog No. Whfe Lampnnq . A 8 Depth LivingRoom Living Room Living Room P5704 30' tEoA,g ,n-t>as 3d 9 9 Living Room 15705 -30 1.=60 A19 10-1/2 57A, A % P5706 -30 t�ro.v`At9 10-12 5-718 :,A I W W W W W WJ_ a Drawing Title: I "� 0 --°-- ; a w--.-- ELECTRICAL SITE a P37U5 LIGHTING PLAI�! a Q .. a P5704 PS706 j cn i SpedficatlXms: CDS Ontio1I` -Polycarbonate oval Uv stabilized ribbed •open diffuser-spedty P5704 I frosted lens -Grill diffuser-specify 05705 p C 0 N C! � ESS J TR E ET Polycarbonate fnarne(grid or hood)and .Hooded diffuser='spxttyPS705 back.plate FlectricalE -Lamp replacement-'Remora stainless stepi sows Wdingthin frame •whae cRramnc Wicket o Units can be used for shaiRr baht y applications 4`UL-C UL wd location listed .Complies with"Annencan5with _ I �1�Itles Art"-ADA y ELECTRICAL SITE LIGHTINGPLAN wean or ce0tng rmuntedl Date: •Carers standard)unction box Q SCALE: 1/8„=1'-0” •mounting strap for outlet box 05/25/05 Progress.lighting •KQyhde sots in back plate prmgdo quick d Pon office B2:5704 mounting of uNt Scale: � Spartanburg;South Carolinan_ r-On C� 29304:5704 /8 iter.11'J4 y, �7 tri ` wJob ob No.: " 1 0 CEI#083-04 J File: 0 0 N \083-04e1 with pics.dwg 5/23/2005 1:12:38 PM r- LIGHTING FIXTURE SCHEDULEon.. = sr r:! �• i FIXTURE -y� ��........... MANUFACTURER MOUNTING LAMP N0. TYPE TYPE OF VOLTS REMARKS LAMPS SL1 EMCO LIGHTING #AVA-1-3— POLE MOUNTED POLE MOUNTED #SSS-25-4-7—D1—BLP 250MH-208—BLP & AT 25'-0" AFF 250MH 1 208 SITE LIGHTING G ST R E E EMCO LIGHTING . AVA-1-3— LUNA A 5L2 POLE MOUNTED POLE MOUNTED } �E 175MH-208—BLP & NAIJ MSSS-15-4-11—D1—BLP AT 15'-0" AFF 175MH 1 208 SITE LIGHTING WALL MOUNTED OUTDOOR DESIGN W PROGRESS LIGHTING #P5704-30 WALL 60W A19 1 120 INCANDESCENT ENCASE IN CONCRETE UNDER DRIVEWAY. SL2 W N GROUP'LIGHTING FIXTURE NOTES : 50 Salem Street,Building A Lynnfield MA,01940-2663 9 Dumpster uP nits 14 & 15 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES 781.245.6530 fax 781.245.6508 Two Bedroom Ren I TO MEET JOB REQUIREMENTS. luna@lunadesign.com SL1 Bedroom o 750 ft typ. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND LOCATION AGAINST PLANS, ELEVATIONS AND DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT Architecture Interiors Planning 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 SL1 Bedroom OTHERWISE NOTED. CROSSFIELD ENGINEERING, INC.5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF THE HUNG CEIILING. 65 CENTRAL STREET GEORGETOWN, MA 01833 2 6. MANUFACTURERS CATALOG NUMBERS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THEY ARE MEANT TO B hroo UP PROVIDE A GENERAL DESCRIPTION OF THE DESIGN AND QUALITY OF FIXTURES REQUIRED. EQUIVALENT TEL: (978) 352-6207 11 W PRODUCTS, BY OTHER MANUFACTURERS, WILL BE CONSIDERED. FAX: (978) 352-7362 7. ALL INCANDESCENT LAMPS SHALL BE RATED 120 VOLTS UNLESS OTHERWISE NOTED. MAIL: CROSSF NG. ? B hroo 3 P W CROSS FIELDENGINEERING.COM Bedroom 8. ALL FLUORESCENT LAMPS SHALL BE OF THE ENERGY EFFICIENT, RAPID START TYPE, GENERAL ELECTRIC SL1 SL2 WATT—MIZER ll, SYLVANIA SUPER SAVER II OR AN APPROVED EQUAL UNLESS OTHERWISE NOTED. o r, c c«o g o :3 12 9. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS I — U.L. APPROVED AS A COMBINATIION y o 2 a " WITH ENERGY SAVING LAMPS SUPPLIED. o N E 2"C. TYPICAL FOR 4 0 Q ALL SITE LIGHTING W 10. ALL FLUORESCENT LAMPS ARE TO BE STANDARD WARM WHITE COLOR UNLESS OTHERWISE SPECIFIED. 0 �, �.� E E.n o �+oC�N Kitchen Living Room o 2- o 0 co o Bedroom O S 0 m 13 2'72 E o� 0 c ;A �' AV�AI .0 F CARD RING rO�V) � 5 N �P Units 12 & 13 - wo Bedroom Ren Ir tis c ac PHEfDt COaflBORIITIaN Q18TRISIrr10A tIrATT11GE 9017AGE filltaN W N 750 so typ. ° .` �..., .Sy..= _? 'zo ��..: . "s; y INA 1 3 15DtiP5 1dJ BRP BrarMpaint H5 FxteinalHouse Sidi Shield v o - a�e STn�A:gnttj I�Tmtl 25DHPS 208 BLP III Paint LF In-PoleFusinon-Line Posing o y 15 Parkin 14 s` v 2P9D 400HPS 247 WP M%Palnt Q1iId-krl� ftm1 0 i._ o� `-•-v_ 6 �t Ten@m' ES IV tY PoiaaiThra 1T5MH NP Nahlydl Paiul PC lnddr���Type Phctacorrhal S p a e e s W N a re l ""� r' Twi rgl 40�OhMlH BGP SO Paint lnGdm rdoeirYmein nd ry a� E o ayi E SL1 _ " `w 3 1511PSMH OPguretlyahrPairt Imiae.tl�Jltsrabta.tn®1Yi f Tdk�s�9V Sle<rrMld''an o cJ r x PCR Lmid T Phctocorilral v� 1 Axa M, 250PSMH tdrnirtlaC�hr RV rc�J YDP ., , Tc o E a� t;.i a 121. 400 him lniedro 10xk7nM1M=C hkni °> •�>;'cv UP r Stiim6r'dte: rmkrie�t�e E v > e Units 10 & 1 1 _ t` ac�Glnt i= « , G L , a d k SC 5cecel Cala Pairtl MF Ltd Arm Filter �o� ev iv � i"ti j + °" w H)S 1ighAwASad'bm �talsadratrd,i5 PTF2 Pole Top FiftC rot o o — `o '-o Two Bedroom Re al :•.` . N411tlunl ►aN AktalWlde 'l7 v O a� 740 sqft typ. r µ�r�dtest Poie f gat xe7 o E� o� 15 ''' � �;. -� �....--:: ''�' r�}� Rs►H tu:asdr►teml Halite 7 I--I C S L2 Bedroom (� a - Duariz Standhy nsaw=inun o a>•N SL1 51 �ae�enmriy . U c �y o•— o u� Kitchen Living Room i POLY FdcternalPoty�abanafe5hield N WG'Nine D.mrd o E Ems- o O+L NOVC Value Wtthoat Comprornlse S'o o�_ _ ia�a�+.vvo Theavalltrnds sleekrorrnlsamteshing AV A I i) M F D I M F NS 10 N S _ W J softer tans tlat both cheats the wind and t� 8n StlengCtenstlteassen161pThetwa-piece Bedroom dlecastalurninumhotuingisritrbednat " ry ;, only to enhance an already stunning sculpted O tt forlrr,but to act as a heat sink to he 1p bit ballast to � � V � roo UP " operating�mperaturls arxi extend serYrce life The �,Q—�.ls „y � N„e___,p lempered fabs lens Is mated to Ate turn!hitre 0 CCI (� with silicone gas$&to Imp out unwanted elements 1 0 such as Insect dust and moishae and enslae a Q 11 1 C K SHIP P R QM A M Bathroom long-tasting,naintenanca-ree tectum The Araluine.navies quarty cora nrfon mlh service.The AMetune in-slorck units allow Emco to inxt the r , quick-turn needs of many projects.DuickShip products are bronn pndntedl only.VlabI mailable ue: .+..� U Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Master The Avalumeisalso capableofseffNesslyIIIIngto 2501ft40M,25ofMand 400HPSBaeasfsare 5lep(12DtdDs/144r777r4BD-tiedb277Valtl c� Bedroom a davit arm or mast arm pDle.Specify the mast arm ilNer t O v All'other corrligudiom(lin ardtsges,dc.)tarty a 4=mk leadfine. W O lot e (MF)option tar use with these appBcatlans: r W R00 consullyourfocalEmonieprv� liwfarellsenicedetails. /1 When nidal resstance L^a prUnary concern,Avalume alsa WC> OW W 'Mrssofulions.Theselimlhtairesakafeatuuedwimvandal 26611uwaadostae Sen lerdrq CA 94st7 O Q� Q� iestsW options that Include a stainless sal wins guard 51o13s7 moo iro4 c! his UP UP UP polycarbonate kms(Il9ed Intandem with the standard Fax.5101337E8 qe i-1 Rxw.mbrapMing.arn �•�1 DN DN ON tanpaed glass lens)and tamper-resstant hardva>e b U GHTNG Ba too n Bat room � � mca�easra�.�ak�s�ac. � : . � 1� Bat roomBedroom 0 Kitchen (� O Kitchen o Kitchen Kitchen O 0 Q e Incandescent1 Waft or{eiGfpotyrarbonate-ng'Mounf oval Outdoor NO. Date Revision/Issue W 30 Units 1 & 2 Units 3 & 4 Units 5 & 6 Units 7, 8 & 9 P5704 n Two Bedroom Rental Two Bedroom Renta Two Bedroom Rental4 1065 sqft typ. Pore p57 °i 750 sqft t 750 sqft typ. 740 sqft t W P P ':finish Dinaekksidespndxsy `DIh... . ..,. LivingRoom Living Room Living Room P5704 -30: 1-60.vAtg to.11l4 5-W 3-3l4 9 9 Living Room :II _30 1-60ava,9 116-V2 5-710 4 ps705 -,30. t 66w A19 10-112 5;718 :.4 W W W W W W 0 Drawing Tide: 0 A ? e A - ELECTRICAL SITE PWos LIGHTING PLAN P5704 °P5706 n t Specfflatlons: 0 �siQuetal Options, � •.Patjtarbonato oval UV stabffuvd ribbed ;6 open drffi ser=specify P5704 fnxted lens +6dllthffuser specifyP57o5. 0 CONGRESS STREET 'bacpal fib?nate inane�cjrid or fico and :Hid dttfaser:.specrtYps7os F lamp replacement-Rerna+e stainless l'W �ceramrrsocket dl Steel saws holdarig the Inane c Lift can be used t*shotimr ilght %applications o UL-CUL Wet locatlal toted Complies tvith`"Mnencans%tih ELECTRICAL SITE LIGHTING PLAN wall U�sablhpes A�..W� �. or wading mauoted Date: SCALE: 1/8"=1'-0" •Cv+ersst.-r a pncttonbac •Mounting strap for outlet box 05/25/05 Prpgtc�lighting'... Kt?yhde sots in back plate priwide quick Rost Office Box Midi ''mounting of unit Scale: Spratanburg o South Carolina t .'2.9;304-704 m iron; 1/8"=11-011 vnrnvprngresAghting.=n. Job No.: o CEI#083-04 E - 1 a9 J File: s 100 N 1083-04e1 with pics.dwg 5/23/2005 1:12:38 PM { vER� `r�,,Ec�t EF�`o�� l SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE 0 4, IX S `N WATER MAIM ORNAMENTAL TREES 8 W -------- — W - - /VL— W — W —_ __-- %V — W - -- W --— -— W W Yl W W 4y — " W M5 MALUS SARGENTII SARGENT CHERRY 4 1 1/2 - 2 GAL — TG TILIA CORDATA s s — s s - �• s s s s - s - s I �►." IIS ! LITTLELEAF LINDEN 2 25-3" GAL EXISTING PAVED ROADWAYS PALMER (PUBLIC - 40' WIDE) STREET `' -- SHRUBS `�- �, I JG JUNIPERUS GHINEN515 05ARGENT11" SARGENT JUNIPER 48 #3 POT �Q i — RG RHODODENDRON GATAWBIEN5E 'ALBA' GATAWBA RHDODENDRON IS 2.5-3' HT. �` EA EUONIYMUS ALATU5 COMPACTA BURNING BUSH 33 2-2.5 HT. -- ! AZ AZALEA 'BLAAUWS PINK BLAAMS PINK AZALEA n _ " C) �� (5�E TA THUJA NIGRA 'DARK AMERICAN' DARK AMERICAN ARBOVITEA 20 4 - V HT.HT LOAM d SEED(TYP) _ -- - I TGG TAXUIS GUSPIDATA 'GREENWAVE' GREENWAVE YEW 12 2-2.5' HT. 9' �' `� JG(2) AZ(1) JG(2) --`"`- �� AZ(3) ► fl) i PJM RHODODENDRON 'PJM' PJM RHODODENDRON 15 2.5-3' HT. JC 1(12) .15 i , i ♦ EA(3) \� EA(1) \ EA(5) PJM(3) O \ EA(1) / � PROP. /� 15UNIT RESIDEENN71AL M5(I) o BUILDING 0 PJM(3) CY-1 uti � t I o � 1 \ 7 0 �, v1 � � ♦ EA p) � rn m � u� / ( PJM(3) ' z\ F-- PJM(3) i \ j NOTE: CONTRACTOR MAY USE PLASTIC NOTE: TREES SHALL BEAR SAME RELATIONSHIP LLj ca `l' ! . ' ��- . • , T (3) `SEA(I) I JG 05) V TREE GUYING CHAIN IF APPROVED BY LA. TO FINISHED GRADE A5 IT BORE TO NURSERY ' O •• ---* J G-CHANNEL(SEE BELON) .:: C \ m OR FIELD GRADE 3 I EA(4) - ! REINFORCED NEW RUBBER INSTALL THREE GUYS PER TREE; AZ(4) AZ(4) •. ♦ • i O HOSE,BLACK,I/2° ID.,TYP. EQUALLY SPACED AROUND BALL 1 LOAM a SEED DOUBLE STRAND ATTACH GUYS AT 2/3 HEIGHTF 2 GA.WIRE TWISTED O TREE; 1 cn ``, , r• EA(3) V) j USE DOUBLE STIRAND GALVANIZED STEEL WIRE I \ �' , i ' , • f t • • ( (� RooTBALL ENCASE WIRE AROUND TREE IN REINFOCED HOSE, 1 y \ •. .,' •,. •` .• •. ,r\ W ITREE PIT MALLEABLE GABLE CLAMPS SECURE WIRE ENDS WITH rt RC(3) NOTE: TREE SHALL BEAR SAME RELATIONSHIP • � r� TO FINISHED GRADE A5 IT BORE TO NURSERY PROVIDE E GALVANIZED TURNBUCKLES ONE LOAM d SEED TYP a , O PER WIRE OR FIELD G �J i RADE \ n `nt ,S • 3" BARK IN AU GER EA ) Z SECURE TREE WRAPPING ABOVE FIRST BRANCH `o PLANT SAUCER 4" CONTINUO US PROVIDE II GAUGE G-CHANNEL FOR STAKING; \ I NO SAUCER WHtRE TREES OCCUR IN BEDS RG O(3) ! 3 PER TREE. DRILL TO ACCEPT GUY WIRE. " ��1�v ' • r PRIME AND PAINT BLACK. WARNING FLAG 18 ABOVE FINISH GRADE AZ(5) U ` o ` o I FINISH GRADE r 1 ���cU. ` 1``� J 1 , •. x _- WRAP TRUNK WITH TREE WRAP — 0 ` 3"BARK MULCH IN SAUCER _ I I= = SET ANGLE OF(GUYS To ENTER GROUND AT LIMIT ' I — OF BRANCH SPREAD Ln PLANT SAUCER,4"CONTINUOUS I I I I= =II I I= 3 1 ! I ! s►+GRACE ! � � � TO(2) � � — —t -- FIM METAL GROUND ANCHORS j p ' TA 0) — — O BURLAP FROM TOP i/3 OF ROOTBALL III! REMOVE ALL • ' I CUT d REMOVE 2 OUT AND REMOVE BURLAP FRC` TOP IF3 OF ROOTB ,; _ III— I. . =IIII =�—��= MIN. — PLANTING 501L MIX: BACKFILL IN L005E LIFTS OF Ilf PLANTING t l z o� • �~ --}�- I — ILMIX: BILLINELIFSOF 68DEPTH WITHTHOROUGH 6"-8" DEPTH. SETTLE WITH THOROUGH WATER SOAKINGAZ(5)LOAMI d 5 D(YP) — \ IIIA MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT " IIIII11= = MOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT BALL AT REQUIRED ELEVATION o / MINBALL AT REQUIRED ELEVATION • DECIDUOUS TREE PLANTING AND STAKING C2: EVERGREEN TREE LANTI.NG...... • • RC(3) ! SCALE. N.T.S. ,� • ; \ ♦ EA(3) i SCALE° N.T.S. ' BEVELED GAP WITH 112"X 1/2 TRIM z 9L� 4 .• PJM(3) / � EA(2) 5n X 5" X el'—O" POST 08'-0" O.G.,TYPICAL i ' ► I 3/4"X 4" GAP N . — I SAV X 2 3/4"TOP RAILS ' I 3/4"50.TRIM ALL SIDES OF PANEL I ! \ CD 1' •; /� (3) i 1 1/2" LATH WITH 2"SQ.OPENINGS a Ln EA If I I ,.r i.. ., I 3-0 i i VhIZI� - �S 'I IHHHHHuntress Associates, Inc. awRC l I ( I Landscape Architecture&Land Planning I R LOAM a SEED(TYP) I EA(3) 17 Tewksbury Street M " It. Andover,Massachusetts 01810 PRIVACY FENCE,SEE DETAIL j 978 470 8882 FAX 978 470 8890 �' • , o o�o� i LOAM a SEED(TYP) _ I 5/1'" n E VT TE TGG(3) 0 S, i T G MIT i • Q��O� I Lr) T Nl L. FENWIINI I E,6 GATE I \ ` TGG(3) r- LATTICE TOP I $t-0» 3'-o"SINGLE AczINSTALL AS DIREGTEI)BY MANUFACTURER l } DETAIL) FIELD VERIFY PROVIDE TWO(2) 9'6ATE5 WITH CENTER PIN i 1 AND LOOKING DEVICI'.FOR ACGE55 FROMSTREET I ` \ E36' VINYL PRIVACY FENCE AND GATE 'NSTALL As°IREGTp�13Y MANUFACTURER o' S' ,o' 20' 30' i + I SCALE: 1/2" = 1'-0" LANDSCAPE PLAN NOTE: ALL VINYL To E3E 100% VIRGIN,MONO-EXTRU51oN WITH lo% ATTACHED HOUSING DEVELOPMENT TITANIUM DIOXIDE THROUGHOUT ENTIRE THICKNESS,WHITE IN COLOR. FLANT1 NG NOTF-s VINYL. POST W/ SOLID PRESSURE TREATED WOOD INTERIOR BELOW GRADE, PLAN OF LAND BEVEL PT WOOD FILLER TO ALLOW PROPER DRAINAGE I. PRIOR TO THE START OF ANY EXCAVATION FOR THE: PROJECT BOTH b. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS II. PLANTING► SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED IN ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND IN GUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS MANURE PROPORTIONED 5 G.Y. TO I G.Y. OR EQUIVALENT. PEAT MOSS SALEM, MASSACHUSETTS BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING DRAWING. WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. UTILITIES HAVE BEEN LOCATED AND MARKED. FOR DEVELOPER -� ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY 12. THE LANDPSGAPE 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. pliusF DEVELOPMENT CORPORATION 6. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE 15. ALL PLAI`,1T MATERIALS ARE SUBJECT TO THE APPROVAL OF THE �•�`� '� S''% 3. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE AS TO ORIGINAL GRADES BEFORE DIGGING. LAN125CAkFE ARCHITECT, AT THE NURSERY, AND AT THE SITE. H� �`� 102 LAFAYETTE STREET ARCHITECT PRIOR TO CONSTRUCTION START. q• ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. n FN w: SALEM, MASSACHUSETTS 01970 14. LAND50APE ARCHITECT TO FLAG ALL TREES TO BE TRANSPLANTED 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL PRIOR TO CONSTRUCTION START. d 2 (978) 745-8071 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY v BUILDING FOUNDATIONS STRUCTURES AND PLANTING BEDS. ' DECOMP05ED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPSNG 111 Q THICKER THAN I/4 INCH15. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT 9fi pct SCALE: 1" =10 DANE: MARCH 14 2005 . 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS 5HALL NOT EXCEED 5:1, OTHERWISE DEVELOPED SHALL BE LOAMED AND SEEDED WITH A REV: MAY 25 2005 UNLESS OTHERWISE NOTED. MINIMUM DEPTH OF 6" DEPTH TOPSOIL. n►�r+►n�tn�''``' ' MERRIMACK ENGINEERING SERVICES 66 PARK STREET LANDSCAPING ANDOVER, MASSACHUSETTS 01810 6 OF 7 ' -II