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430-436 ESSEX STREET - ZONING DECISION 5��` o CITY"OF SALEM, MA CLERK'S OFFICE CITY OF SALEM PLANNING BOARD '1005 SEP 12 p 3; p3 DECISION September 12, 2005 Charles River Properties C/o Scott Patrowicz 10 Derby Square,4t' floor Salem, MA 01970 RE: 430-436 Essex Street, Chestnut Square Site Plan Review Special Permit At a regularly scheduled meeting of the Planning Board of the City of Salem held on September 1, 2005,the Board voted to approve with conditions and by a vote of six (6) in favor and none opposed, the Site Plan Review application of Charles River Properties for the project at 430-436 Essex Street, also know as Chestnut Square,for demolition of the existing two-story garage and the construction of a new 4,200 square-foot building with twelve (12)new residential units. The Public Hearing was opened on July 7, 2005,continued on July 21, 2005, and closed on September 1, 2005. The approval is subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Site Plan for Chestnut Square, 12 New Residential Units at#430-436 Essex Street, Salem, Mass.,"prepared by Patrowicz Land Development Engineering, 10 Derby Square, Salem,MA 01970, dated July 7, 2005 and revised July 20, 2005,including pages 1-6; and the elevations entitled, "Front Elevation (A-4), Right Elevation(A-5),Rear Elevation(A-6),Left Elevation(A-7),"prepared by CAS Partners, 37 Water Street, Wakefield, Mass 01880, dated June 13, 2005. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed substantial by the City Planner, shall be brought to the Planning Board for a vote. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. Any proposed landscaping shall be done in accordance with the approved set of plans. b. The applicant shall coordinate with the City of Salem Cemetery& Shade Tree Department for the selection of street trees. The selection and placement of street trees shall be reviewed and approved by the Department of Planning& Community 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 s TEL: 978.745.9595 FAx: 978.740.0404 o WWW.SALEM.COM Development prior to installation.The final landscaping plan shall be approved by the City Planner prior to the issuance of a building permit. 4. 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. 5. Easement on Abutting Parcel The applicant shall obtain an easement from the abutting landowner(Map 25, Lot 19)to allow emergency access to the proposed building, grading and snow storage on the abutting land. The agreement shall be submitted to the DPCD; determined to be satisfactory;and recorded at the Registry of Deeds prior to the issuance of a building permit. Grading plan to be submitted to DPCD and the City Engineer for approval prior to any work and the issuance of a building permit 6. Essex Street Wall The existing stone and masonry retaining wall on Essex Street shall be removed. The area shall be regraded and the applicant shall install a four-foot fence inside the property line. The fence to be a continuation of the same type of fence as at CVS. The applicant shall extend the city concrete sidewalk to the property line. The location and specifications for the fence shall be submitted to the DPCD for review and approval prior to the issuance of a building permit. The specifications for the city concrete sidewalk shall be submitted to the Office of the City Engineer and the DPCD for review and approval prior to the issuance of a building permit. 7. Dumpster The dumpster to be relocated to the other side of the property and screened. Revised plans showing the new location of the dumpster and the proposed screening to be submitted to DPCD for approval and determined satisfactory prior to issuance of a building permit. 8. Right Turn Only Right turns only are allowed from the site and the applicant to install a right tum only sign and pavement marking at the end of the driveway. 9. Stockade Fence A stockade fence to be constructed on the property line with 14 Highland Avenue subject to the approval of the abutter N/F Ronald Czarnecki. Revised plans to be submitted to DPCD for approval showing location and type of fencing, and fence to be constructed prior to issuance of certificate of occupancy. 10. Fire Lane The applicant shall install pavers in the fire lane that are rated to support a fire truck. The specifications for the pavers shall be submitted to the DPCD and Fire Prevention for review and approval prior to the issuance of a building permit. 11. Master Box The applicant shall install a fire Master box on the building. 2 12. Sewer a. The applicant shall locate and inspect the existing sewer service with CCTV. The results shall be submitted to the DPCD and the Office of the City Engineer for review and approval. Additional improvements may be required depending on the condition of the utilities. b. The old sewer service, if abandoned, shall be cut and capped at the City's main. 13. Noise Following occupancy of the building, if the Department of Planning& Community Development receives any complaints concerning noise emanating from the air conditioner units,the applicant shall be required to show that the decibel level is no higher than the pre-development level and if not, shall submit a plan for review and approval by the City Planner to make any improvements necessary. 14. Form A Plan combining the two lots to be submitted for Planning Board endorsement prior to issuance of the building permit. 15. Signage All proposed signage shall be reviewed and approved by the City Planner prior to the issuance of a sign permit. 16. Lighting a.No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. The applicant shall install four light fixtures consistent with the light fixtures on the adjacent CVS property that will be owned and maintained by the Condominium Association. The final location of the lights shall be reviewed and approved by the Department of Planning&Community Development prior to the issuance of a building permit. c.A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of a building permit. d. After installation, lighting shall be reviewed by the City Planner and the City Electrician prior to the issuance of a Certificate of Occupancy. 17. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. 3 b. Any blasting,rock crushing,jack hammering,hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2(5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting,rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules,regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h.No Street shall be closed without prior approval of the Department of Planning and Community Development,unless deemed an emergency by the Salem Police Department. 18. Construction Traffic& Phasing a. All construction will occur on site;no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning&Community Development prior to construction. b. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planning& Community Development for review and approval prior to the issuance of a building permit. c. Any roadways, driveways,or sidewalks damaged during construction shall be restored to their original condition by the applicant. d. The applicant shall all clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 19. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant,his successors or assigns' expense, as is deemed necessary by the City Planner. 20. Board of Health All work shall comply with the requirements of the Salem Board of Health. 4 21. Salem Health Department All work shall comply with the requirements of the Salem Health De applicable. 22. Office of the City Engineer The applicant,his successors or assigns shall comply with all requir Engineer. 23. Fire Department All work shall comply with the requirements of the Salem Fire Depa 24. Office of the Building Commissioner All work shall comply with the requirements of the office of the Sale Commissioner. 25. Utilities Any utility installation shall be reviewed and approved by the City E_ issuance of a Building Permit. 26. Drainage a. The applicant shall submit(1) calculations for 10, 25 and 100— and(2)a capacity analysis of the proposed new storm pipe frog to the site, including peak flows from each of the above noted flow reductions from the proposed on-site infiltration chamber Office of the City Engineer. Present runoff from the embankrr to Essex Street through the storm drain system. Drainage syste satisfactory by the City Engineer based on this information pri. of a building permit. b. The proposed stormwater system shall be privately owned and condominium association. This is to be so noted on the desig3 plans of record prior to the issuance of a building permit. 27. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the the applicant,his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be ren applicant, his successor or assigns shall ensure that snow storage does emergency access from abutting parcel. c. Maintenance of any landscaping shall be the responsibility of the ap successors or assigns. The applicant,his successors or assigns, shall P. and shrubs for a two-year period. 28. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall b■ 5 Department of Planning and Community Development and Department of Public Works prior to the issuance of the final Certificate of Occupancy. 29. 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 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, 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 as recorded on the owner's Certificate of Title. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. alter B Powe,III Chairman 6 r' I j I j li j i ZONING ANALYSIS 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 25, PORTION OF LOT 30. THERE PRESENTLY EXISTS A TWO-STORY CONCRETE/STUCCO APARTMENT BUILDING AND A TWO-STORY CONCRETE BLOCK GARAGE ON-SITE. 2. LOCUS EXISTS ENTIRELY WITHIN A NEIGHBORHOOD BUSINESS ZONE (B-1) AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: j MINIMUM REQUIRED LOT AREA = 6,000 SQUARE FEET FORLOT AREA PROVIDED = 24,428±SF (PRESENTLY TWO-LOTS TO BE COMBINED AS ONE) MINIMUM REQUIRED LOT WIDTH = 60 FEET LOT WIDTH PROVIDED = 199.56 FEET (MEASURED AT THE FRONT YARD SETBACK LINE) MAXIMUM LOT COVERAGE (ALL BUILDINGS) REQUIRED 40 PERCENT (OF LOT AREA) . EXISTING SIX-UNIT BUILDING = 2,864tSF PROPOSED TWELVE-UNIT BUILDING = 4,268fSF BUILDINGS FOOTPRINT GROUND COVERAGE AREA = 7,132±SF TOTAL BUI ( ) LOT COVERAGE PROVIDED = 7,132/24,428 = 29.2 PERCENT (OF LOT AREA) MINIMUM REQUIRED DEPTH OF FRONT YARD = 15 FEET FRONT YARD PROVIDED = -0.6 FEET (EXISTING NON-CONFORMING BUILDING) PLAN FRONT YARD PROVIDED - 71.9 FEET (PROPOSED TWELVE-UNIT BUILDING) /it . DE YARD = 10 FEET MINIMUM REQUIRED WIDTH OF Sl DE NON-CONFORMINGBUILDING) (EXISTING ON CONFO SIDE YARD PROVIDED 33.1 FEET EX Tl N -UNI BUILDING SIDE YARD PROVIDED - 10.2 FEET PROPOSED TWELVE T MINIMUM REQUIRED DEPTH OF REAR YARD = 30 FEET REAR YARD PROVIDED = 162.3 FEET (EXISTING BUILDING) REAR YARD PROVIDED = 49.3 FEET (PROPOSED TWELVE-UNIT BUILDING) MAXIMUM REQUIRED HEIGHT OF BUILDINGS = 30 FEET (MEASURED FROM THE AVERAGE FRONT GRADE) AT MAXIMUM HEIGHT OF BUILDING PROVIDED = APPROXIMATELY ? FEET (EXISTING NON-CONFORMING BUILDING)/16/03) MAXIMUM HEIGHT OF BUILDING PROVIDED = LESS THAN 30 FEET (PROPOSED TWELVE-UNIT BUILDING) MAXIMUM REQUIRED HEIGHT OF FENCES/BOUNDARY WALLS = 10 FEET HEIGHT OF FENCE PROVIDED = 6 FEET OPAQUE FENCE FOR SCREENING PURPOSES PARKING DIMENSIONS FOR ANGLED SPACES: REQUIRED 9' WIDE x 19' LONG 18' PAVED + 1' LANDSCAPING Q ( ) PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT U, PARKING DIMENSIONS FOR PARALLEL SPACES: REQUIRED = 9' WIDE x 22' LONG (20' PAVED + 2' LANDSCAPING) NOT APPLICABLE, NO PARALLEL SPACES ARE PROVIDED PARKING AISLE WIDTH: REQUIRED = 24 FEET PARKING AISLE PROVIDED = 24 FEET PARKING SETBACK FROM PROPERTY LINE (RIGHT OF WAY): REQUIRED = 5 FEET , , PARKING SETBACK PROVIDED FROM RIGHT OF WAY = 5 FEET PARKING SETBACK FROM PROPERTY LINE (OTHER PROPERTY LINES): REQUIRED 2 FEET E 1 PARKING SETBACK PROVIDED = 2 FEET (EXCEPT AT NO PARKING AREA NEAR HANDICAP SPACE) { REQUIRED WIDTH OF ENTRANCE AND EXIT DRIVES = 12 FEET (FOR ONE-WAY USE) I NOT APPLICABLE, NO ONE-WAY DRIVES PROPOSED J U LY 7 , 2005 REQUIRED AISLE WIDTH = 20 FEET (ACCESS FOR OVERNIGHT PARKING) AISLE WIDTH PROVIDED = 16.2 FEET REVISED : JULY 20 , 2005 PARKING CALCULATION PARKING REQUIREMENTS FOR RESIDENTIAL USE: REQUIRED NUMBER OF PARKING SPACES = 1.5 SPACES PER RESIDENTIAL UNIT. NEW RESIDENTIAL UNITS PROPOSED - 12 REQUIRED NUMBER OF PARKING SPACES CALCULATION FOR THE INTENDED USE = 18 i S . 3v �° NUMBER OF PARKING SPACES PROVIDED = 20 \� � N HUZ O I fi � SQUARE 5 - a ESSEX O 347 343 0, O I09 __... i � � O �6" Com-^l` ,Ay � S�� � � iu ❑ � NORMAN - - ' ST. 25- 'NORMAN ST' ��// o � ��",�/� �� °� o � TABLEe�sr �� CONTENTS fff g ,�3 �+ O 21 .9 m 1 . COVERSHEET O S cy S 1��� O A w�'�^ 23 GEDNE ST. ' d+ 4 ,'. 25 H - GEDNEY ST .�E� 5 2 , LAYOUT GEOMETRY 8 I LSIOP MATERIALS '!A` T 11 1 AVO 2� RI>. 13 MILS STREET APPROXIMATE GRAPHIC SCALE `'�' . GRADINGDRAINAGE o/ U �/'"�"�) � $TRS 2� 200 0 100 200 400 000 0 5 0 O ° MT 15 t3 UTILITIES 5 4 q'h O "•!f 9 n1 'f' 3, y NN 9 0 ( IN FEET 1 ) ST > h S O 1 WCIi = APPROXIMATELY 200 FEED ❑ a� a � C/�\ V � � � A3-4t y 9 � 9 6 . EXISTING a H NOTE: THIS LOCUS PLAN WAS SCANNED FROM Al � Aq O � �� • 30 32 , 7 v1 ar h, �y O O �1�gb O ps 5 Y THE CITY ENGINEERING DEPARTMENTS GIS DATA BASE. THIS LOCUS PLAN IS NOT TO SCALE AND h� 2' I? SHALL NOT BE USED TO DETERMINE ACTUAL 8 PROPERTY LINES, STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. THIS LOCUS PLAN IS INTENDED FOR GRAPHIC PURPOSES - MALL'S 3 1 �i :r7 W v y.- � S� O O N � � ONLY TO SHOW THE PROJECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. O Y O Q ° a S/5/�J ` N Q CI Q ,a� L PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY S <�s 30 E4g' N C3 34 66 92 100 STREET- 53 1 102 104 } HII.LSrn- AVE f 1 n y `o Q 6 A3 n 4 � � O ti � 13"� MALS?DE'LLL..^.J�I u A � A o ❑ � � , Ln 1 7/20/05 PER PLANNING BOARD AND CITY ENGINEER'S COMMENTS Q 6 a CJ. Fj A Ag y o N0. DATE DESCRIPTION O + ❑ ° In 11 y S 5 3 1 N ARLEE AVE C ,4d O O '� � ° sF � SITE PLAN O///��� LYME . (�/��\ � � [ ' I 13 it 9 7 1/� 0 'FERITAGE DR' a°m O -� V LJ PROJECT TEAM• W o o , ��V// a a o COVER SHEET o 5 O �Q ° Q PROJECT APPLICANT: ° CHARLES RIVER PROPERTIES for o � �9 ❑> GARDNER c/o MR. WAYNE J. SCOTT 140 HUMPHREY STREET, SWAMPSCOTT, MA 01907 CHESTNUTSQUARE P PROJECT ARCHITECT: o� V 37 35 0 SAD y RESIDENCES SVC h� O MR. SAL BONURA 0 1 as �o A e CAS PARTNERS at V a 37 WATER STREET N ' O �` e a HANCOCK W Sr ry � y , �/ 57-5�3-5149-4745-431-39 37 WAKEFIELD, MA 01880 #430- 436 Essex Street �P U) � C 0 �1 PROJECT SURVEYOR: Salem, Massachusetts M > N GAIL SMITH R.L.S. � �o� ❑ Q O yn � � ! P Date: July 7, 2005 o NORTH SHORE SURVEY CORP. n o � PLDE#05-08 Scale: 1 = 200 Sheet 1 of 6 N N � 31ERTUCO 25 23 A21" 19 17 O M� m t 1•••�' N 47 LINDEN STREET, SALEM, MA 01970 � ]CD ❑ ❑❑ W o Prepared for: Charles River Properties Z c/o Mr. Wayne J. Scott, 140 Humphrey Street, Swampscott, MA 01907 Q � O � 4 �.; PROJECT SITE ENGINEER: PATROWICZ LAND DEVELOPMENT ENGINEERING W° 10 DERBY SQUARE, FOURTH FLOOR P ATR O WI C Z J RD543 N 41 39 37 SALEM, MA 01970 LAND DEVELOPMENT ENGINEERING 47 45 �� 10 Derby Square, Salem, v o �� \" \ .o _ �, ❑� �, y (978) M-- 01 0 t LU �. ) F F , a z - o X, U11 #426 ESSEX STREET CVSPHARMACY N 4� A ;7, NIF SALEM REALTY TRUST �s, 17 PLAN BOOK 89, PAGE 11 REC. BOOK 6131, PAGE 620 MAP 25, LOT 31 :�C' �0- N 00K VILOlk 7, an 77 te 's .54, @ r 61- 't J v!' P 1,7 V, 7 4.0. �77�� 0 PT F 4 V­ q :A "7 UP#78 K 1, pe� N� Vyatf b, 7 X P:PW ____1MW_WA0 one UP#4 33 4 A2 N Q t �_j 2 -Nx i �,v�,"'HiP! 4w- Y 'h 4 afte A J C; 7/ 'Z� b 'i' :,Z 4" h UP#4532 0 'e/I M 0 0 1000 ------ 00 LOCUS GRAPHIC C; MAP (SALEM QUAD) SCALE SCALE: 1"= 1000' ... ...................... ............ cc Cv -STORY . .......... ........... 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 25, PORTION OF LOT 30. THERE PRESENTLY EXISTS A TWO CONCRETE/STUCCO APARTMENT BUILDING AND A TWO-STORY CONCRETE BLOCK GARAGE ON-SITE. ........... ..... ............ .................. 2. LOCUS EXISTS ENTIRELY WITHIN A NEIGHBORHOOD BUSINESS ZONE (B-1) AND AN ENTRANCE CORRIDOR OVERLAY 4' DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: X11 .............. A FIRE TRUCK 6,000 SQUARE FEET --------------- MINIMUM LOT WIDTH 60 FEET AW4 ..... ..................... G!. rig 4 ...... ..................... ............ MAXIMUM LOT COVERAGE (ALL BUILDINGS) 40 PERCENT IF ZTV .............. MINIMUM DEPTH OF FRONT YARD 15 FEET ......................... H 20' ......................... MINIMUM WIDTH OF SIDE YARD 10 FEET MINIMUM DEPTH OF REAR YARD 30 FEET liovc, .... ........ ....... MAXIMUM HEIGHT OF BUILDINGS - 30 FEET R TUUI ...... I NOUS"CONCREM. PAVEME T"� MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS 10 FEET N ............. PARKING DIMENSIONS FOR ANGLED SPACES: 9' WIDE x 19' LONG (17' PAVED + 2' LANDSCAPING) ....................... �zq �y- ........ ....... ............ PARKING DIMENSIONS FOR PARALLEL SPACES: 9' WIDE x 22' LONG (20' PAVED + 2' LANDSCAPING) jL _I% _11� ............ PARKING AISLE WIDTH (TWO-WAY TRAFFIC) 24 FEET .............. Im PARKING SETBACK FROM PROPERTY LINE (RIGHT OF WAY) 5 FEET .............. gravel parking .............................. PARKING SETBACK FROM PROPERTY LINE (OTHER PROPERTY LINES) 2 FEET VGC I�Hlf . ...... -THE-GROUND SURVEY BY NORTH SHORE R Y CORP AND A .......... ...... 3. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON SU vE M01 CD ...... SSOCIATES (PLAN DATED 2/23/05. 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 MEAN SEA LEVEL (MSL) 0.0. VV\ 10 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS �-VIUM-0 -GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES PERFORMED ON VISIBLE ABOVE SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN M PLDE AT THE TIME OF THE PREPARA11ON OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND ADJACENT M THE STE WITHIN THE AREA OF THE SCOPE R=20' HC OF WORK. PRIOR M CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY (AND/OR DETERMINE) ALL INVERTS AND ---------- FIR ELEVATIONS OF PIPES (THAT ARE CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH . ................. HC EXISTING UTILITIES. ADJUSTMENTS M THIS PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (WITH CUENT WRITTEN LA NE Ul ........ CONCRETE C� AUTHORIZATION) AFTER NOTIFICAT10N FROM THE SITE CONTRACTOR BASED ON ACTUALFIELD LOCATIONS OF UTILITIES. BRICK PAVER� DESIGNED TO �'DEWALK PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD CHANGES. PLDE IS ALSO ............. TIA 0-, .................. ................. SUPPORT A FIR� TRUCK ...... S NOT RESPONSIBLE OR LIAB FOR ANY BROKEN OR DAMAGED UTILITY LINES BEFORE, DURING OR FOLLOWING SITE S .. .......... .......... .................... TION/ICONSTRUCTION. EXCAVA UP#2412 7, ............ ....... ............ TI L ............................. LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF APPLICABLE), LOCAL 6. ANY AND ALL CONSTRUCT10N METHODS, MATERIALS AND INSTALLATIONSPEMOLI ONS SHALL COMPLY WITH AL .......... A� TIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPE CATIONS, AND GOOD CONC. DPW/ENGINEERING DEPT. SPECIFICA CIFI ........... 81WMIN �AVN MEN CA A ENGINEERING/ICONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS ............... .......... ............... PART OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR M RECTIFY ANY DESIGN DEFICIENCIES ................ FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS M COMPLY NTH LOCAL/STATE ; i ; - 0 & HD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE ........... TN. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR, #432-436 ESSEX STREE ........... ...... CT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT COND111ONS ISSUED BY THE STATE AND ....... EXISTING APARTMENTS THE LOCAL MWN/MUNICIPAUTY. .............. b NIF WAYNE J. SCOTT MAP 25, PORTION OF LOT 30 0ricre 7. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY M OBTAIN THE oresnold I A .......... ....................................... ....... REC. BOOK 23879, PAGE 122 NECESSARY PERMIT APPROVALS FROM THE MWN/MUNICIPAUTY. FIELD DECISIONS WILL LIKELY BE MADE DURING ....... PLAY BOOK 384, PAGE 38 LAND AREA 8,35f.±SF (LOT#A2)1 4� CONSTRUCTION BASED ON ACTUAL FIELD CONDITIONS) MICH WILL SUPERSEDE THESE SITE PLANS. ............... ................... .............. �c�­­�t,.................... -STORY CONCRETE DWELLING ......................... K...2: TWO .................. .......... .................. M ...... #40 REAR HIGHLAND AVENUE ............ NIF FAIR WEATHER, INC EXISTING TWO—`PORY 7 MAP 25, LOT 19 ............. BUILDING/ to REC. BOOK 7f5O, PAGE 58 th 4th PLAN BOOK 111, PACE 77 r: ................... ....... . .. .. . ....... 6 RESIDENTIAL UNITS/ C5 _yc P DUMPSTER ............... C_V V\\ 0 �p ......... .......... .......... ............. UP#6-80 esHoic ........... ffl-111-1118ITU NOUS��tONCVE.Tk T�"f� MI 41 ............. oncrete .............. Leps trofflo- controls ........... traffic EDIi ht I .............. .......... RUCTION, PLANS FOR PERMITTING PURPOSES ONLY @ N" __j `X. ................. N, 00 'S COMMENTS 1 7/20/05 PER PLANNING BOARD AND CITY ENGINEER (Ds C\I 0 NO. DA TE DESCRIP77ON 0 M C) C) 0) SITE PLAN @ 0 LAYOUT GEOMETRY for C� LO9 C) 4 C) -ef !9 M HIGHLAND AVENUE # e 00 N/F RONALD F. CZARNECA7 RESIDENCES @ 9 DD LO /�- (D, 41P C) DEED BOOK 9136, PAGE 162 at UP#7-1/243 0 X LLJ #430- 436 Essex Street 0 TWO-STORY CONCRETE DWELLING LIJ C) Salem, Massachusetts ce) @D CID Date: July 7, 2005 F- co 0 GRAPHIC SCALE PLDE#05-08 Scale: 1" 10' Sheet 2 of 6 U) 934, 10 0 5 10 20 40 Uj I I z 141� , Prepared for: Charles River Properties >_ CIO PL IKE: c/o Mr. Wayne J. Scott, 140 Humphrey Street, Swampscott, MA 01907 IN FEET I inch 10 ft. PATROWICZ cc U) LAND DEVELOPMENT ENGINEERING C0 10 Derby Square, Salem, MA 01970 F- (978) 745-2288 0 CL z II I #426 ESSEX STREET GENERAL NOTES CVS PHARMACY 1. PROPERTY UNE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORP AND A N/F SALEM REALTY TRUST ; MAP 25, LOT 31 / ® \ PLAN FROM HANCOCK ASSOCIATES (PLAN DATED 2/23/05. ® � REC. BOOK 6131, PAGE 620 `\ J / J ' I PLAN BOOK 89, PAGE 11 2. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 MEAN SEA LEVEL (MSL) 0.0. I I II I -I 11 LqCe � IqlN € : II II TS SINCE FIELD SURVEY WAS3. THISPLAN DOES N SHOW AUTlUTY ONES (AND OR UNDERGROUND CONDUI if i 1 � � � ES € ND UTILITY UN I EXISTING UNDERGROUND, � � � € I � � � I ONS OF EX S11 , � � E LOCATIONS- RES ONLY. TH I� : '� GROUND STRUCTURES I VISIBLE ABOVE PERFORMED ON / SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PUDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND r VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY (AND/OR DETERMINE) ALL INVERTS AND O 1 ELEVATIONS OF PIPES (THAT ARE CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. ADJUSTMENTS TO THIS PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (WITH CLIENT WRITTEN / 1 AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD CHANGES. PLDE IS ALSO \ / NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE ® � EXCAVATION/CONSTRUCTION. 4. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH ALL -- LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF APPLICABLE), LOCAL DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES / FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE UP#78 CONTRACT FOR CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR, I - TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPALITY. sc, an wo •" UP#4 33 ` ( 5. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SIZE PLANS ARE INTENDED ONLY TO OBTAIN THE +► .,� .....,�� " ONECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE MADE DURING CONSTRUCTION (BASED ON ACTUAL FIELD CONDITIONS) WHICH WILL SUPERSEDE THESE SITE PLANS. SNOW STORAGE CRUSHED STQNE �•. ,. � ` O � : �.. CRUSHED STONE " eoeitete re UP#4532 oirS,n STREET TREE LOCATION SHOWN = — - ON PLAN) 3.5 CALIPER(TYP) WHEN PLANTED CRUSHED STONE _ .-._- -__ :: \� • / PER CITY OF SALEM REQUIREMENTS 7. BLACK REINFORCED in RUBBER HOSE z TWO STRANDS OF #18 � NO CURB \ ' I-' =. -- _ TWISTED STEEL E RE 2NPA"TED 7 CE POST U BRICK PAVERS DESIGNED TO 9 PARK SPACES I PER TREE I � ,� •�� THREE REQUIRED SUPPORT A FIRE TRUCK - - - _ v 2�" = TREE WRAP TO -� �- -� PLANT AT SAME D A AS FIRST BRANCH CALIPER / 2.5" PREVIOUSLY GROWN (OR WAN H C o ONE INCH BELOW MAX.) D ~ 2" CEDAR BARK MULCH VGC'' L M AND z �/ N AVEMENTJ SLOPE TO FORM DISH TO BITUMINOUS CONCRETE P BIT. CONC. CONTAIN WATER - - = BINDER COURSE iA UNTIE AND ROLL BACK BURLAP BIT. CONC. 6"MAX FROM TOP 1/3 OF ROOT BALL mum == = OP COURSE » 2�� 3 MIN CRUSHED STONE _ � ' �SD � N = = _ - �<v� MOUND AROUND EDGE OF PIT VGC , .r.:. O• +'�: T FINISH GRADE (SEE PLAN FOR •• _ - _ _ .._ -: _. c"a >;;. :..:•;;, ..,. % d- SURFACE TREATMENT) -- > • ,. .,• GRAVEL � j — _ ,:, M. O, '• ;��• .. EHIND 6 DIAMETER HOLE DU GRANITE VGC __.___-, _- O' . .• . •••;;r 'C•O,M:, �i`• T ��E;:.. ,• EDGESTONE FOR ROOT BA L L AND• PROPER AMOUNT BACKFILL MIX __ _ ._ _._ _M _ ... _.__ _._ _ _. CONCRETE __ - ______ _ - ___.___M -�. _ -____._� '�• . ., � ...• L IXTURE TYP ROOT BALL • ..,. ..�.. ;,�.•:.:•...:.,.�• BAC M ( ) 15"TYP _•••..�•,•''�. - � BEHIND ��- _. _� ,., .-. _.___ _ � ,-.__ _=:- _ - '�•`� �� TAMPED BACKFILL MIXTURE ... --.:_._ -.._..............__ _,_:-._._. � ,—..- --�-mac.: - _.:?4-E� • • `.-. _-_ x- :- - w-- .._ c> ,; 509G LOAM + 2596 SAND + _-, � _-��� � �- � . . .'• •".' ' " ... ' WIDTH VARIES 4 PARKI G SPACES - NE 59 P S, •• • 2 EAT MOS MANURE COMPACTED GRAYED VERMICULITE Q ' � ,•6 EDS • • • ITE _ VER 1�OIV ES s�,SE• �t � ' '0 — - - FjRF T � _ = �_- > C �' •.o' �� °--- TREE PLANTING DETAIL '`-' �t1NE1 NC RAMP (GONG.) • v - _ _- Ste' c� COMPACTED FIRM, 1=1 _ Not To Scale VGC -- • BOLLARDS( ) H C VGC I—I —I I I I-STABLE SUBBASE- BRICK PAVERS DESIGNED TO H C \ -I —� SUPPORT A FIRE TRUCK N VC,,., ' CONCRETE g�D UP#79 NOTES: EWALK VGC ��V j ! ;>v LANDSCAPING. TWO 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB CRUSHED STONE f �'A710 TIN�RENNIA STEPS 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE NO CURB i I 1 I AR-PA - 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT if H € THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. z if 1 • f ' if f I F ` X00 Z � { I a w » PAVEMENT CONIC. : € SLOPED GRANITE EDGING 2 CEDAR BARK MULCH BITUMINOUS CONCRETE A " • • I III ( SGE) CURBING SLOPE TO FORM DISH m 1 +Jifr ' I FINISH GRADE (SEE PLAN FOR MOUND AROUND EDGE OF Not To Scale SURF CE TREATMENT) PIT TO CONTAIN WATER � ; I I #432-436 ESSEX STREETif EXISTING APARTMENTS c 3 PA KING SPACES t / a N/F WAYNE J. SCOTT UNTIE AND ROLL BACK BURLAP e� MAP 25, PORTION OF LOT 30 rdn'e eke; . 6" BIT. CONC. FROM TOP 1/3 OF ROOT BALL ��Q REC. BOOK 23879, PAGE 122 �`� d LOAM AND SEED q PLAN BOOK 384, PAGE 38 E 4 94 BINDER COURSE I ` I �i / `i `� BIT. CONC. BACKFILL MIXTURE LAND AREA = 8,351fSF (LOT#A2) » TWO—STORY CONCRETE DWELLING 6 MAX' TOP COURSE Z I I �� � � � � � � � 3" MIN. { if la1 #40 REAR HIGHLAND AVENUE / s� _ S 0 ! / %//i�//i'� . r.,. Z TAMPED BACKFILL MIXTURE I EXISTING TWO T RY I - N/F FAIR WEATHER, INC. / /\ f I ! °' Q .' ;. .r. 24"MIN. MAP 25, LOT 19 € s �; ',•,•,•',�'., BUILDING # m - 1 REC. BOOK 7150, PACE 58 '� I tn}esFold = Q'•�». .'"r ��'• U � +�;,',�,,,•yj ;` • • ••Q•• ° ' PLAN BOOK 111, PAGE 77 PROPOSED STOCKADE R FFE 41 8 `� ) — ''Y{''' SHRUB PLANTING DETAIL € RESIDENTIAL `r - ' � ' `r' `y� WOODEN FENCE WITH i r 1 € _ O ',:'• •:.j..;. _. Not To Scale C� GATES (6 HIGH) UNITS ! O — a = : ';, .COMPACTED:GRAVEL :, .'�, -f' 1 BASE• , UMPSOPOSE TER i �� - CEMENTCONCRE-:::,Y;', y - t 4��1'bs COMPACTED FIRM, STABLE SUBBASE Niq ! NOTES: j 1. VERTICAL GRANITE CURB TYPE VA-4 18" DEPTH x 6" THICKNESS. UP#6-80 Cc : I ;i�resnod � 2. BIT. CONC. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT LANDSCAPING NOTES BITUMINOUS CONCRETE PAVEMENT ftFF�41 , ' Y,�C CONCRETE. PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY 3. MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. 4. PER MDPW j THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. ALL oncrete 5. CURB REVEALAND6 RDS 106.3.0. PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR PROPER NAMES. tepis traffic 6. ALL SLOPED GRANITE EDGING SHALL BE LAID AT controls THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF (FROM THE �V traffic / PLANTING BED) TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO Ii htpole LAYING LOAM CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL, PAVEMENT AND VERTICAL GRANITE CURBING ( VGC) OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN. SCREENED LOAM AND 2"MIN. BARK MULCH. Not To Scale 4 PARKIN SPACES EACH PLANT SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL NOT �XOo° PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. o �o t poi '• PLANTING SCHEDULE A° N •� REMOVE EXISTING WALL. INSTALL CONCRETE SIDEWALK PER CITY OF SYMBOL QUANTITY TREE TYPE SALEM SPECIFICATIONS, MATCH EXISTING scF CONCRETE SIDEWALK. INSTALL 1 7/20/05 PER PLANNING BOARD AND CITY ENGINEER'S COMMENTS o FOUR-FOOT HIGH FENCE (SIMILAR TO 1 " �G�, CVS) JUST INSIDE THE PROPERTY LINE. N0. DATE DESCRIPTION 9 3.5 CALIPER NORWAY MAPLE 12'-14' HIGH z ,' paved driveway SITE PLAN if i 1 U Atlw_ 20 8'-10' HIGH WHILE PINE ' ;; LANDSCAPING & MATERIALS in I zif!If for afill iI 11 ; 1: CHESTNUT SQUARE 0 38 3'-4' HIGH RHODODENDRON °' 39 2'-3' HIGH AZALEA 14 HIGHLAND AVENUE 3 i RESIDENCES N/F RONALD F. CZARNECKI € € / \ o MAP 25, LOT 29 € € OD 1 . DEEB BOOK 3136, PAGE 16Z at SIZE OF THE PLANT AT fiN� fili�� 8E SLANTING f UP#7-1/243 � -� • X #430- 436 Essex Street TWO—STORY CONCRETE DWELLING WU) Salem, Massachusetts 0 v / Date: July 7, 2005 -' o Co GRAPHIC SCALE PLDE#05-08 Scale: 1" = 10' Sheet 3 of 6 U) 0. 10 0 a 10 20 40 z Prepared for: Charles River Properties _ / c/o Mr. Wayne J. Scott, 140 Humphrey Street, Swampscott, MA 01907 ( IN FEE"P ) 1 inch = 10 ft. PATROWICZ ICU co LAND DEVELOPMENT ENGINEERING 4 10 Derby Square, Salem, MA 01970 (978) 745-2288 W O CL zz J_ -------------- ---------- #426 ESSEX STREET GENERAL NOTES CVS PHARMACY NIF SALEM REALTY TRUST 1. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORP AND A MAP 25, LOT 31 PLAN FROM HANCOCK ASSOCIATES (PLAN DATED 2/23/05. REC. BOOK 6131, PAGE 620 2. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 MEAN SEA LEVEL (MSL) 0.0. i lMIH 1 i 1 bi! 1 ky to 3. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PILDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND B VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY (AND/OR DETERMINE) ALL INVERTS AND AA ELEVATIONS OF PIPES (THAT ARE CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. ADJUSTMENTS TO THIS PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE (WITH CLIENT WRITTEN �D R�11&730.87 AUTHORIZATION) AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD CHANGES. PILDE IS ALSO NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. Ti 4. ANY AND ALL CONSTRUCTION METHODS, MATERIALS AND INSTALLA ONS/DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF APPLICABLE). LOCAL DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHE11CALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES k/ FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE UP#78 CONTRACT FOR CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE STE CONTRACTOR AND/OR BUILDING CONTRACTOR, # A& TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND SMH RIM=32.68 ......... ]Nvin-25.28(A) THE LOCAL TOWN/MUNICIPALITY. LIP#4 33 INVin-�V.50(B) INV. . ....... (js ut=24.98(c) *am 5. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO OBTAIN THE 6 stub HH NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL LIKELY BE MADE DURING .......... CONSTRUCTION (BASED ON ACTUAL FIELD CONDITIONS) MICH WILL SUPERSEDE THESE SITE PLANS. 4 UP DMH JUM-32.59 INVin=27.16(A) INVi"28.19(B)clogged CROSS COUNTRY -26.37(C) SMH RIM=32.35 Ono ..........I INVoid ArVin=25.75(A) UNDER PAVEMENT ............... 4* LOAM AND S C INVin=25.85(B) UP#4532 CS iNvout-25.45(c) OR APPROVED SLOPE PROTECTION /-SURFACING OR RESURFACING AS REQUIRED. .................. ..... ...... o 6"TYP. 71" ROAD BASE (GRAVEL) T7777� CD We .......... 7V -ELECT BORROW ............ Z) ...... .......... 4P COMPACTED IN ................. OW 41 4 12" MAYL LIFTS 61 vy ........... ...................... ........ MHD M1.02.0 < 2 z IF ................ ........... 0 NO STONES OVER 2" .... .. .. ..... ... ......... NEW CORP.STOP ..... .....2 9*MIN. ....... INSTALL CAP 3/4" ............... ... .......... BRICK PAVERS DESIGNED TO 17 - CRUSHED ........... SUPPORT A FIRE TRUCK .......... ............... ........ 04, t, STONE ............. ........... ............... 4"SEWER LATERAL MHD PVC SDR 35 -III- M2.01.2 00 SLOPE=2.OX MIN. TA ............. ........... ...... 36MIN. SHEETIN G�r + +1 AS REQUIRED - Iva IN EARTH IN LEDGE _1111LIMINOUS�/, 0 PAVEMENTMM� Q, ................. Now �zq 1b .......... NEW GV ............. ............ ............. ............................ SEWER TRENCH DETAIL .......... .............. ............... EX.SWW ........................................---------------- ....... Not To Scole ............. NEW GV ............... gravel parking ............... ............ IP NEW ........ GV ............ FINISHE .......... . ........ UILIN I K�61 2� ....... ...... ALL SE SERVICES FROM WATER MAIN CROSSING 5 0 G G EXIS7�, G GARAGE AT THE SEWER ABOVE SEWER LINE (LATERAL AND/OR MAIN) 10 MATINSIDE ESSEX STREET Ui ............. .............. W .......... 4 PARKI 10' MIN. 0 .......... n n C! WATER MAIN W 'E .......... . ............. LF 4-S PIPE JOINT (TYP.) CONCRE7,E SD LAN.E PER CITY OF SALEM REQUIREMENTS: CUT AND CAP WATER SERVICE AT THE MAIN INSIDE P VC SDR UP#7- EXISTING 3/4 '35 (SL EWALK 18" MIN. BRICK PAVERS DESIG 2.0% TWO ESSEX STREET. PARALLELING LINES: A41N.) ................ ............... STEPS NOTE IF LESS THAN 18* OR WATER LINE WATER LINE AT SAME WATER MAIN ............. W ............ Its ........ 4 SEWER LINE No CURB ELEV. OR BELO ............................ BELOW SEWER, CONCRETE ENCASE ............ SEWER ........... .......... L i UP#2412 ....... IORIOI ........... 40 SEWER MAIN AND/OR LATERAL 10'MIN.** PROPOSED WYE CONNECTION TO .............. ........... .......................... ^ONC. 40TE. IF LESS THAN 10'. EXISTING 12" SEWER MAIN S' MINOUS 4 THEN CONCRETE ENCASE ............ THE SEWER LINE .................. ........................... ............... A�r ............... ................... PER CITY OF SALEM REQUIREMENTS: CUT AND CAP ....... EXIS71NG 10 WATER SERVICE AT THE MAIN INSIDE ESSEX ............. ...... ....... SEWER CROSSING WATER DETAIL STREET. .......... ........... ........... .......... ............ Not To Scale .................. ................... -436 ESSEX STREET #432 .......... P KING SPAMS .......... ....... ............ .......................... EXISTING APARTMENTS NIF WAYNE J. SCOTT NTRY ............. ............... ricir 1 MAP 25, PORTION OF LOT 30 I!Hrod d j I ! i REC. BOOK 23879, PAGE 122 4" LOAM AND SEED ......... j� FFE� .......... ........ PLAN BOOK 384, PAGE 38 i i i I i VED SLOPE #40 REAR HIGHLAND AVENUE ............ SURFACING OR RESURFACING ........................ 1 PROTECTION LAND AREA 8,351-+SF (LOT#A2) NIF FAIR WEATHER, INC ...................... AS REQUIRED. 6"TYP. MAP 25, LOT 19 TWO-STORY CONCRETE DWELLING Ir REC. BOOK 7150, PAGE 58 PLAN BOOK fff, PAGE 77 -ROAD BASE (GRAVEL) ....................... EXISTING TWO -STORY ........................ BUILDING et COMPACTED CLASS *B" thir4i�h�d ; BACKFILL SUITABLE TO ....... IFF, ............... ........... 1 ACCOMODATE SURFACE LOADING . ........... R MHD M11.01.0 ................. ....... D SEWE ............... SERVICES ARE IN GOOD WORKING CONDITIO AND ARE SUITAPIII 6 RESIDENTIAL CONTRACTOR TO VERIFY THAT EXISTING WA& AN A, ........... UNITS FOR THE SIX-UNIT BUILDING. CONTRACTOR SHALL VERIFY WITH ............ CORP. THE FIRE DEPT. THAT A SEPERATEnRE/FROTECTION WATER/ -SELECT BORROW ........... SERVICE IS NOT REQUIRED FOR THE E�I TING BUILDING. 9 M I N. .......... . SED COMPACTED IN PROPO 12* MAX. LIFTS .......... DUMPSTER 6"WATER MAIN MHD M1.02.0 C4 CILDI CD NO STONES OVER 2- MIN. 9"MIN. TING SHEETING 36"MIN. .................. AS REQUIRED .......... IN EARTH IN LEDGE .......... ...... NOTE: .......... WATER MAIN EXTENSION PIPE SHALL BE 60 CEMENT LINED DUCTILE IRON PIPE (CLDI). thF+s bid SMH RIM=88.25 BELL AND SPIGOT MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP., /L�P6-80 F B R.D. WOOD CO., OR U.S. PIPE CORP. PIPE SHALL CONFORM TO AWWA ,!T,U�MINOUS,�CONORtTE�IPAVEM.ENT����������������ll�;1111/11/1��/illl//, INvi 31 81(A) ............ -71. -71. ........ INVO ... ...... C150 THE CEMENT MORTAR LINING SHALL CONFORM TO AWWA C104 ..................... ............. .............. A ....... oncrete INSTALL THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED. .......... .................. �raf teps nc ................... ....... WATER MAIN TRENCH DETAIL trottic I htpole Not To Scale c) ...................... .......... ...... .... ........ ........... ............. 4 ............... RUCTION, PLANS FOR PERMITTING PURPOSES ONLY T .... /Vo __7 % - - - - - - - - -iyw)- OT __j CL C C) 'S COMMENTS SMH RIM-39.19 1 7/20/05 PER PLANNING BOARD AND CITY ENGINEER Ds INVin-32.48(A) A CO-01 1NVtn=32.65(B) NO. DA TE DESCRIPTION 1ArVovf=32.48(C) L C) C"I paved driveway SITE PLAN U) F UTILITIES LL1 F_ for DME RIM=40-24 INVin=34.14(A) IArVin=34.14(B) 0 LNVotd-34.M(C) @D #14 HIGHLAND AVENUE e e4V co 3? NIF RONALD F CZARNECKI A z 1�n(1-71? C @D at S B LO DEED BOOK 9136, PACE 162 /U;07-1/243 DMH RIM�4Z69 B DMH,JUM=40.39 INVottt-36.79 0 Min=34.39(A) Mout=33.19(B) #430- 436 Essex Street TWO-STORY CONCRETE DWELLING U) U) 9MM RTM=40�45 W INVin-33.77(A) Salem, Massachusetts DMH RIM=43.81 INVotd=37.M ce) INVIn=37.25(B) _1WVotd=33.47(C) Date: July 7, 2005 CO C9 0 GRAPHIC SCALE PLDE#05-08 Scale: 1" = 10' Sheet 5 of 6 (0 10 0 5 10 20 40 W I I I I I Prepared for: Charles River Properties z c/o Mr. Wayne L Scott, 140 Humphrey Street, Swampscott, MA 01907 IN FM E 2 1 inch 10 ft PATROWICZ CU co 0 LAND DEVELOPMENT ENGINEERING 10 Derby Square, Salem, MA 01970 C0 (978) 745-2288 0 CL Hri z a i '. li - s r k X § d C fa � J F," t k 1 I• I I ' ,+;.:+r�<? Y. 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".rre,4W €Z:' S,;i;. b F I wau tsflsrete:te UP�4532 y c�/ / // ` © / < t -y _ ,, { .Yll .4. #i 3�. � ''E,,, Owl '%fSYS7/� �/- 1 3N v '1I A r e 4.F. W 4k ,:11:11^ r< /w` + _ ,:11,,11, '/ 0 1000 i / 0 \ ? ?` _ / +25.47 27.3 ° 32 s9 /// // /'' rr - OCU PLAN FROM USGS 1 / ' -� + J/ //I ,1 ° 33.26 / / L S LOCUS GRAPHIC ' o Q 9.Dr'- / q fti� +2a.D7 tsa,3 e C r 1 I Ill , �' / �w 0}43 ' DY MAP ( ALEM Q A ) = SCALE +33.2 + "- g 7 t€ - - 9 Daw 6 2y w 3 wa„ r;/i ml crb 33.81 r��/ /// ? / / I } „- I yf < Ili �Q0 +2.05 J +2891 tV \ Owl oP M 3431 32 S mw / a /// // /// / S U D SCALE: 1" 1000' f¢j1 + .413 # (� 7 -a 0121 M 34.47 > j O f ff > +t tkr J +p1 %/.zs;, 1 1111. /� �� // ¢ 1 )M ��/ ,,r f r/ ! $ ) 3 ) � 3. ;,__"_,;: C, 1111 33.47 / 0VVV''�'' ..� // /�� ,( I 1 r r J' A�� rr�0 '13 J ` I f.D7 V.18 .al Ore e re a a 33. m e +t�,�/ ��d /// / 2 GENERAL NOTE S +92.97 / ,„,r ,r'' / rfr r/ '� rM� X7.8 I I 1 { +2B•e 1 1 / _ �e /// �b /// / 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 25, PORTION OF LOT 30. THERE PRESENTLY EXISTS A TWO-STORY d / r �` r/' I/ i 2 \ ! I { °° / / //// /�� " /�// CONCRETE/STUCCO APARTMENT BUILDING AND ATWO-STORY CONCRETE BLOCK GARAGE ON-SITE. 4 Paved drly 0 $gyp} #( i 8 / # 4 26.89 N 8✓!ay 328 Jr"" ��51 /// / t�. E �S `\ ( s' ato° } / f I +Da, Ex.s�PtuyC� 3a.,D �c / ° 2. LOCUS EXISTS ENTIRELY WITHIN A NEIGHBORHOOD BUSINESS ZONE (B-1) AND AN ENTRANCE CORRIDOR OVERLAY 3 \ # ravel arkin �t i I rn d .'""" ° a // O / ff 30.87 g P g y I 1 6t ,e'd" ( "' I + \/� �°` ( /// // // / DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: ° # ` q i hlle'Sh id p; 27.08 1 N / 1,,. ""'" ' / 1111....., / fF i , k 3 BLDG { M j# "'"\ / / ""^1111 ""'*« / F ff 3 25.91 { �FE=2�. I { , , I p:Y ,J"" �'r�„ // .r^' „"". / / I I I ,, ! � I '\y t9 9 , I E 14 E € I ; € f 1 M ,�'"" ¢t`p7, ,[!/ J -""' '4r / // /// J ( +� 83 i s # i za•ea 7 ¢ � \ E // (Qt " / / MINIMUM LOT AREA = 6,000 SQUARE FEET I q I f 1 ' l ' , ' { ; _ 29.84 / 3 ,' d I ,r. / / MINIMUM LOT WIDTH = 60 FEET ( ! � � I 11 !I i £ ° i r4 ° S / / / ( ( ! ( a 99 33.70 /// /rr // / MAXIMUM LOT COVERAGE ALL BUILDINGS = 40 PERCENT ( l j I I s� # f 3.ez /// / //€ // IMUM DEPTH OF FRONT YARD = 15 FEET } } 8 f 1 ' �� j 32.20 3 11"11 H� // MIN ( ( pf P 2s.2, E € ( 1 € ` BLDG f / / �- " �" // / MINIMUM WIDTH OF SIDE YARD = 10 FEET ( ? I P ' I € i , , i / �� a I // UM DEPTH OF REAR YARD - 30 FEET ' � : '! E}3££ w MINIM - } f g j i t € k 1 // +34.37 �d // 1 P t F 2.46 }}} s I 35.24 / \ C // I +i 27110 n +25.a2 I i ' } : WRt / / \a o I / MAXIMUM HEIGHT OF BUILDINGS - 30 FEET { +b, 7\ 9 € 430 ESSEX STREET 4 0 4- f / / ( is5 � i . ` hh, are I 4 / MAXIMUM HEIGHT OF FENCES BOUNDARY WALLS = 10 FEET +43.9 f r f � . 1 'L /// T g / / 9 / / I d 1 I I �c � I CREEDON S GARAGE i i '! i 3 '+ 34.35 // I cP // PARKING DIMENSIONS FOR ANGLED SPACES: 9' WIDE x 19' LONG 17' PAVED + 2' LANDSCAPING _ i ( ' t` ,� �` �` � �` �N 1 '. N/F WILLIAM J. CREEDON, JR. & a'T /// \ �S / a ( ) ! { f s` \ �� \ w, -� 1 VIRGINIA M. MANNING �a` &' // �/ r PARKING DIMENSIONS FOR PARALLEL SPACES: 9' WIDE x 22' LONG (20' PAVED + 2' LANDSCAPING) i � `W W N I '' ' 3 i MAP 25, PORTION OF LOT 30 s»�®3a.4o '\ // PARKING AISLE WIDTH (TWO-WAY TRAFFIC) 24 FEET 1 / 5" _-I ' (anal �aF�i � NS �W N N $ze.10 REC.BOOK 7083, PAGE 122 �`�� ✓ T' // PARKING SETBACK FROM PROPERTY LINE (RIGHT OF WAY) = 5 FEET I ( I 1 � N� - Cq 9 PLAN BOOK 384, PAGE 38 . ----J//-�.,� / \ /j PARKING SETBACK FROM PROPERTY LINE OTHER PROPERTY LINES - 2 FEET I II 1 ( J :� I ( \ - (1 LAND AREA 16,077f SF (LOT#A1) / // .,, // /X 9 1 1 I f I I ,, \ VA ONE-STORY CONCRETE BLOCK BUILDING ww \�fL 1�' 3s\. /�/ /' 3. PROPERTY UNE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORP AND A y 511 ( \t ago eab9 / / / �/ // � / PLAN FROM HANCOCK ASSOCIATES (PLAN DATED 2/23/05. J 79 // / 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 MEAN SEA LEVEL (MSL) 0.0. } # CC t 35.37 / Yu9 / 29.52 * +9c'es metal I ( € ! ; i / /// °° // / / 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS I i 1 t \ \ f +bs \ \ , ! thresI Ib' S 89°48/49' W E l . concrgI 1 / � 26.53 // " / PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES + FFE* @. 3s.21 �� threshdl i , // / \ N \ \ \ 1 9 C 11100 < FFE° �. s ' V4 / 1 +;9.57 1=1 : , 359a -� SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 11ME +4.85$ � � � t \ \ '`'" ' 1 ' - I ' , ` I i ? "' a" 1 ' // � ' OF THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND _ I � k � $ � � k 1 I f I ! +56.,9 \", //� // /� u 7 VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE 't f ! I / `� 0 ON UC ON THE SITE CONTRACTOR SHALL VERIF AND 0 MI E LL IN AND � t \ � t, ♦ I ff I 1 ! i ♦ 1 / /// // / OF WORK. PRIOR T C STR TI Y ( / R DETER N ) A VERTS I \, s �� I // \ ((( +G.94 // /\ / ELEVATIONS OF PIPES (THAT ARE CROSSING ANY PROPOSED UTILITIES) TO INSURE THERE ARE NO CONFLCTS WITH I t � qy1� 1 I t 1 a +9''B' A 1 € ' i; I \ ` � °% .- . 1 I ! I i ; cam 35,7 .�.� •--�•• �-•- -�" �- --� �•• 36 / / EXISTING UTILITIES. ADJUSTMENTS TO THIS PLAN (IF REQUIRED) SHALL BE PERFORMED BY PLDE WITH CLIENT WRITTEN - { 1� T 1 rrr t 3 f 1 hre ' 0- •... T.._.,.. 1111..,,. •.---. / \ / `; ` t S 19 l /S °°� uP#� \ / I \ L1 9e _1 9. z6.D6 f . F i }j � /♦� S` eo /// �j // AUTHORIZATION) AFTER NOT1FlCAl10N FROM THE SITE CONTRACTOR BASED ON ACTUAL FlELI) LOCATIONS OF UTILITIES. *`"� 4 �/' 2O:Y5 yf4',edl £ 25.74+ i 1 I i 3 $ ,f3° �Y O 4,�' tuM ,Jp SSS � 1 d -- 1 t StB, /� 1 ? 1 30 j c.34 °goo �6 j• �� j 92 //' ares-�,o ,�d // / ` // PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY UNAUTHORIZED (BY PLDE IN WRITING) FIELD CHANGES. PLDE IS ALSO ! �} ( I: \ \,, \ 1- /Y / ' ' ; ° fed o e �1 ! € €1 S /// / w� // / -�" NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE ! 4 y g +, `� ^�.. ' ,, € 1 : 'tea `\ 8� ' ' / 3d F ` k ° ?�>.,. 275 '''' i s 1 Cu ! ! rr'' ♦ \ '°- // / 1 4.� , „ + , 29.23,. i ;, : a 1111 • £ If/ i ! r / / EXCAVATION/CONSTRUCTION. +9 es 4z 4 b. ! ;{ I ° i i € }e.ze f€ i # \ s0 // UP 2412 9 ( ! I , a I Hf� / 35.51 + t m... NeR _ ! { 36.,6 / /� / / _ / 39.41 42.5 f ,,� +bs 88 +97.19 28; w.,,, '-� ' f o coq ° € 3i. �Ab \ �b / / 6. ANY AND ALL CONSTRUCTION METHODS MATERIALS AND INSTALLATIONS EMOLITIONS SHALL COMPLY WITH ALL f9 38.0 ^•1111,.,. ,w^'^rL$.•w wal ", t i C/' �/ / 1 : \ t � k ....:.w W," w, w"•' ",�-" •11`^•11. f i I 94.56 1 £ i fe w �,- D ��. // / , " j I }} ,-1 - - w � � �„ + §jj i f ; e %,w� a � /// / � � �,/ LOCAL AND STATE BUILDING CODES, LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL (IF APPLICABLE), LOCAL - - S 1 L \` .r»2g +29.36 € : I '�' /, 3s7 6 M \ // ,� w 9 29.38+ i 4 I . ; / / r, DPW ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPEgFICA110NS, AND GOOD �} �,,,..'-11:11..'-,11,11 -11 , '3 I i ' r^' / // / / 30.96 ` 995 f, �-"3 "'� , v� \ �5 ' I ; i /�� / \/// // // // / ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS } 31.9 M t 3°.56 •"J ko - 1 \ / r � j O � % i(.1 b< \ i +3 \ 25.89 W , I _ E ( ✓/ % € G/ w`j 1 // PART OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES '� +29.48 "" % \ , ! ^ ' l ` / /// \�' // // ° FOUND ON THIS PLAN BY THE CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL STATE { y� "32 3 � a•wde tl ^ d 'o O,s. �y°� /// �¢aQ 4�e -37. / / 12 / I t \ � �w \ ,r i �� / X75 - . ,.�,-� J / / / J� .ak 121w o BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE +14.584 \ I.-,.�. w'" �•., +;;'� U!�rn � I { ` ; ` � ' ^�'� -1111,,, ,�.",. /-�•-' ,_'. � a'�� � / � // / //" f'� "`'� 'f ' CONTRACT FOR CONSTRUCTION IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR AND OR BUILDING CONTRACTOR, 35.96 "" `"", 30,73 ^I O 35.42 f ^""„ -."• �`"3A� W,,,," .,rte „�� +u (U ^ ° ' ' S .CO' ' ' #432-436 ESSEX STREET / \ ` / / ' / / voe " TO ADHERE AND CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND r i EXISTING APARTMENTS /� \ / /j' / l/ THE LOCAL TOWN/MUNICIPALITY. 11_11. `�V •,t •`y +3, 4 M,•,,, r 4 a y q ^'11,11., �.....". 31 _' \ Z o` 1 N/F WAYNE J. SCOTT con�ggete / /// // \ ti q E th t3Tolc( i �y b / € Q MAP 25 PORTION OF LOT 30 F mai 4 / � / 7. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO OBTAIN THE `' .,,,,,,, ,"✓° 30.0 £ wZ r s .N4: 7.68 // /- UELEC ! y / ...,,•3 v wi�9 E : : E i � i / m� � i � i REC. B / OOK 23879 PCE _ i £ A 122 w 1 � NECES WN U IqP LI FIELD ELISION U G k, �, � �, 1, , , ££ € �«,, �, /// // SARY PERMIT APPROVALS FROM THE TO /M N A TY. D SWILL LIKELY BE MADE D RIN Y, 3.8 3 I d / / I r~- .� r LAN �r r�r P B00 38 P K 4 AGE 38 ` � ! � U ED / CONS ON B E ONDITIONS WHIC WILL S PERS E THESE SITE PLANS. I / TRUCTI ASED ON ACTUAL Fl LD C H ( - +c''� '+ I LAND AREA = 8 351±SF (LOT�(A2 +37.87 so �/ / / ( ) { ._ _ p, e^ E • \ 7r /// C *' .. f 36.54 1 ,.-•'"' 82 3 •#,V 3 I I b �( I 11.11 vCC q .,.'R 'ri°mo- , M""" W - 3227 I / `(1' j 1 "/ T i. �' 1111._.• 1111..• "" �.,5„w� e ; ;d i TWO-STORY CONCRETE DWELLING � � /// w.. / � �r� � � /l r dd +3.so � ` 32 x 4 812]/ '� e�: _ f / f £ l3itD /tb� //� '"11,•11 3@, w r( #40 REAR HIGHLAND V 'NUE as \ f / -r., // /6 /36.25 }�' N/F FAIR WEATHER, INC. l \ ;' € 1 I +}8.35 \ / / scE / i 5 -- MAP 25, LOT 19 / l / + % 33� 32.95 W m ^ / { I T�24 /// `'. \�// 'r REC. BOOK 7150, PAGE 58 ( ( / \ �� w •w�+nl 31 °\\ �3?•ee..•..�,..... . . 1111,,,,,. _ _1111 - 33 € f a / cuT' .r� /// "'\ // //\ /' ��mk lztw -- i £ 03 et + PLAN BOOK 111, PAGE 77 rrr t� o +9 47 \� ,,,,1111'°"" 32sz a�°\\ / I 1 'i ; i � }�95°�+3 37 11_,11:,,1111'"' `�/ //' ' � j •_ m1a rot _ # p 1 / ' // 1 ,rr' ,,,,,,„,' sp17 6 metal /„r ^ ,11,11,, "r +y1`naryM 34. thresho O +385E6n �+ /// // / \/ .r" I--• � ",,,,, ) f W 1111",_ ,..,,,.. ....... .,.,.. . 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' \ //. / { ,\ InrVIn-33.77(A) \ 1 q ty�/� 41.18 1 4a.�z ,�« \ r'''Vi"tfsl.z5(B) Date: Jul 7, 2005 /// \ - 3 // �rY /', qmt are Doge' 9^ 7i _r�!d=33.47(C) y O °' GRAPHIC SCA` D.9J /// +DYE / / xwolk a+w/ \ _ a C f D / / / \ PLDE 05 08 Scale: 1 10 Sheet 6 of 6 cC)n /// / // / a\ /', 1/ \ \ W 10 0 a 10 z0 40 /// / \ / \ } / //- ./ �'� ,� I Prepared for: Charles River Properties °' / 41 \ // / x:�k a� / 1 \ c/o Mr. Wayne J. Scotty 140 Humphrey Street, Swampscott, MA 01907 ( » FEET ) o" '/-- .f` � D / �i �'ab Daa PATR OWI C Z 1 inch = 10 f // ��/, \ - %_ d OTM" °" "°°t / LAND DEVELOPMENT ENGINEERING �' H f ro � r I 10 Derby Square, Salem, MA 01970 0 (978) 745-2288 W I 0 a 0 z o 1 --- _ f