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205 HIGHLAND AVENUE - ZONING i205ghlyndAve s Ridge Side Apts Sp Critu of �I�PIIt, 'ffiassarfl1iutts " `- OFFICE Inn 3,r"', ,� p �lttttnin$ �uttr� s L U NAR 23 P (1@ne ttlem (11 rtell Decision March 16, 2000 Autumn Development Company Inc. C/o Atty. Joseph Correnti Serafini, Serafini, and Darling 63 Federal Street Salem, MA 01970 RE: Ridgeside Apartments, 205 Highland Avenue Site Plan Review On Thursday, February 17, 2000, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Autumn Development Company, Inc. under Site Plan Review for the property located at 205 Highland Avenue. The proposed project includes the demolition of the former Vincent's Potato Chip plant currently located on the site and the construction of five multi-family residential structures, each with 24 units, for a total of 120 units on site. In addition, the plan shows an outdoor swimming pool, and a clubhouse to be constructed on the site. The property will have the parking for 180 vehicles on site. The Public Hearing was continued to March 2, 2000 and March 16, 2000 and closed on March 16, 2000. At a regularly scheduled meeting of the Planning Board held on March 16, 2000, the Board voted by a vote of eight (8) in favor, none (0) opposed, to approve the application as complying with the requirements of Site Plan Review, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the set of plans entitled, "Ridgeside Apartments, Site Development Plans, Salem, MA", sheets 1-11, prepared by H.W. Moore Associates, Inc. dated December 27, 1999, last revised March 23, 2000. 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 Ridgeside Apartments f March 16,2000-2 conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 11/Y'caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning Board or the City Planner. e. A landscaping irrigation system shall be installed throughout the landscaped areas of the site. f. The applicant, his successors, or assigns shall construct a wire mesh barrier, approximately four feet in height, which shall be weaved within the landscaping located adjacent to Highland Avenue. The wire mesh barrier will be utilized to deter visitors to enter the site through the landscaping. Final design of the barrier shall be approved by the City Planner. 4. Signage a. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. b. The signage located at the entrance to the site shall be constructed of wood with carved lettering. 5. Lighting a. Lighting shall be installed as shown on the approved plan. b. No light shall cast a glare onto adjacent parcels or adjacent rights of way. c. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. e. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 6. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM on weekdays and Saturdays. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. Ride i g s de Apartments f - March 16,2000-3 b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site and not on First Street or Highland Avenue. 7. 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. 8. Board of Health All Board of Health conditions as stated in the attached letter dated March 10, 2000. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 11. 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. 12. Postal Service All postal service, both pickup and delivery, shall be conducted in the clubhouse area. 13. Emergency Exit on Highland Avenue The emergency exit from the site located adjacent to Highland Avenue shall be constructed Ridgeside Apartments i March 16,2000-4 i with slant curbing and a grassed surface. If it is determined by the City Planner that residents and visitors to the site are utilizing the exit for vehicular purposes, the applicant his successors or assigns shall install a gate at the entrance, which will only be utilized by emergency service vehicles. 14. Dumpsters The height of the dumpster shall not exceed the height of the fenced enclosure for all dumpsters located on the site. 15. First Street a. The applicant,his successors, or assigns shall patch the sidewalk, located on First Street adjacent to the parcel and as shown on the approved site plan, as necessary. In addition the applicant, his successors, or assigns, shall overlay the sidewalk to the entry way for the development, which is located on First Street, with a minimum of 1'/s inches of pavement. b. The applicant, his successors, or assigns shall lay vertical granite curbing along the parcels' First Street frontage from the corner of First Street and Highland Avenue to the First Street entrance way to the site, as shown on the approved site plan. In addition, vertical granite curbing shall be laid for approximately three feet after the First Street entrance way to the site. 16. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 17. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. This decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. ra,�f ztTz Walter B Power, III Chairman CITY Or SALEM. hlv6�coa �� c itp ofarenY, a�5acijugett CLERK'S OFFICE A d I_ Boarb One �ba[em green 2001 MAR 19 P 1: p Amended Decision Site Plan Review March 1, 2001 Ridgeside Apartments, LLC C.o Atty. Joseph Cor-enti Scratini, Scrafini, Darling and Correnti. LLP 01 Federal Street Salem. MA 01970 I RE: Amendment Hawthorn Common (formerly Ridgeside Apartments), 205 Highland .Avenue, Site Plan Review On March 1, 2001, an amendment to the Site Plan Review Decision was presented at a regularly scheduled meeting of the Planning Board of the City of Salem held on March 1, 2001, the Board voted by a vote of seven (7) in favor, none (0) opposed, to approve the amendments as complying with the requirements of Site Plan Review. The original Public Hearing was open by the Planning Board on Thursday, February 17, 2000, regarding the application of Autumn Development Company, Inc. under Site Plan Review for the property located at 205 Highland Avenue. The proposed project includes the demolition of the former Vincent's Potato Chip plant currently located on the site and the construction of five multi-family residential structures, each with 24 units, for a total of 120 units on site. In addition. the plan shows an outdoor swimming pool, and a clubhouse to be constructed on the site. The property will have the parking for 180 vehicles on site. The Amended Site Plan includes 2 garage units located on site. One garage unit located at the far north corner of the site, ill house 12 vehicles and the other unit, located at the far east corner, will house S.There will also he a compactor and recycle area located to the far south corner of the site, replacing the dumpsters that were originally approved. I he Public 1-Icaring was continued to March 2, 2000 and March 16, 2000 and closed on March 10. 1000. 1 approval is suhjcct to the 16110win� conditions: One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 __.__._.._... ---- March .March 1. 2001 - 2 1. Conformance with the Plan Work shall conform with the set of plans entitled, "Ridgeside Apartments, Site Development Plans. Salem. MA". sheets 1-11, prepared by H.W. Moore Associates, Inc. dated December 27, 1999, last revised March 23. 2000. .Amended Plans: "Hawthorne Commons. Site Plan. Salem, MA", Sheet 3 of 11, prepared by H.W. Moore .Associates. Inc. Date November 23. 1999, last revised March 6, 2001. "Salem Apartments Garage Buildin1-Is", J.M. Corcoran & Co., S Units Building Shown; 16 Unit Building Similar. ?. .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. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a mininuun of 3 S:" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning Board or the City Planner. e. A landscaping irrigation system shall be installed throughout the landscaped areas of the site. f. The applicant, his successors, or assigns shall construct a wire mesh barrier, approximately four feet in height, which shall be weaved within the landscaping located adjacent to Highland Avenue. The wire mesh barrier will be utilized to deter visitors to enter the site through the landscaping. Final design of the barrier shall be approved by the City Planner. -l. Garage Elevation a. Both the S and the 12 car units shall conform with the elevation entitled "Salem Apartments Gmage Buildings". The elevation is attached to the decision. Signage a. Proposed signage shall he reviewed and approved by the Citv Planner and the Sign Rc icw Conunittec. h. I he signage loc:ucd at the cntr;anr iu the site shall he consu-uclecl ofwood with carccd Amendment Hawthome Commons(formerly Ridgeside Apartments) March 1, 2001 - 3 lettering. G. Lighting a. Lighting shall be installed as shown on the approved plan. b. No light shall cast a glare onto adjacent parcels or adjacent rights of way. c. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. d. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 7. Conservation Commission All work shall comply with,the Order of Conditions issued by the Salem Conservation Commission. S. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM on weekdays and Saturdays. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall betaken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site and not on First Street or Highland Avenue. '). 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. Amendment Hawthorne Commons(formerly Ridgeside Apartments) March 1. 2001 -4 10. Board of Health All Board of Health conditions as stated in the attached letter dated March 10, 2000. 11. Fire Department All work shall comply with the requirements of the Salem Fire Department. 12. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 13. 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. 14. Postal Service All postal service, both pickup and delivery, shall be conducted in the clubhouse area. 15. Emergency Exit on Highland Avenue The emergency exit from the site located adjacent to Highland Avenue shall be constructed with slant curbing and a grassed surface. If it is determined by the City Planner that residents and visitors to the site are utilizing the exit for vehicular purposes, the applicant his successors or assigns shall install a gate at the entrance, which will only be utilized by emergency service vehicles. 16. Trash Compactor a. The height of the Compactor located at the south comer of the site shall not exceed the height of the fenced enclosure for all dumpsters located on the site. b. A recycling area shall be designated and maintained by apartment complex personnel. c. In the event of noise complaints, the applicant at the requested of the Planning Board or the City Planner shall be summoned to appear or meet with either to resolve any problems. 17. First Street a. The applicant, his successors, or assigns shall patch the sidewalk, located on First Street adjacent to the parcel and as shown on the approved site plan, as necessary. In addition the applicant, his successors, or assigns, shall overlay the sidewalk to the entry way for the development, which is located on First Street, with a minimum of 1%i inches of pavement. b. The applicant, his successors, or assigns shall lay vertical granite curbing along the parcels' First Street frontage from the corner of First Street and Highland Avenue to the First Amendment Hawthorne Commons(formerly Ridgeside Apartments) March I, 2001 - 5 Street entrance way to the site, as shown on the approved site plan. In addition, vertical granite curbing shall be laid for approximately three feet after the First Street entranceway to the site. 18. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 19. 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. 1 hereby certify that a copy of this decision and plans has been tiled with the City Clerk and copies are on file with the Planning Board. This decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed tinder 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. 6. l J Walter B Power, III C Chairman CORCOPAR 0 Co. 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Tw \ 3X5_ 97X0 a S FPnov !2w :o TBM 2 - -_- K i_ 103.75 / B UTILITY .�r-s.B 01.; j <. 4 /L' 1Pr 02.67 TC b 1 .78 - _ _ 103.91 R 84 963 GATE 103.23 ;C H ° T ° A D /= 11w 102.27 • 101.12 B _ 12'W 155 E \ ` � - y -127tPG 107.10 100.66 TW J.n � -"-� NTRY o, y R=101.�7�� _ _ R=101.+10 1+ H +Y `9 N - .16 104.69 C110N '0 SIGNAGE D R=101.50 Al-11-1 - , SIGNAGE 1 N H 10}. <, 102.19 102.50 R=I .81 =)0 69 1=9 a. _r2 4C R=103.30 h RECORO CONNE 4 4 3 T S 0 t.?4 1,�0.gg 1=94.8 S 1= a. �. 1 15.5- 1 5 103.41 M 1=95.9 104.25 U 936 1-93.7 1 , -_•s _w 1=9 .l D w ��=T-� - h SEE DETAIL "C" Q:^ 1 a.4 a a I=95.6 S q� p1RECTION ! =10197 VERSA-LOK W P P R=703.75 13 1-97.7 B or.ss 102.49 102.62 102.25 430 LF.f 9 PLANNING BOARD ( ) R=101. 1¢ (SEE DETAIL) 8/1 CONC 103.69 �- 1• 101.69 �. 1 -- - - -- - . 4 102.96 103.5 102.72 �m T T--* --� APPROVED 00 (REC) MH REc H FIRST (PUBLIC VARIABLE WIDTH) STREET V.G.C. W BIT. CONC. OVERLAY = SITE: PLAN ( ) S I=97.9 R=103.44 LOT 3 LCC 212480 GENERAL NOTES: 1.) PROPERTY UNE AND EXISTINCG CONDITIONS TAKEN FROM ALTA/ACSM LAND TITLE SURVEY, 205 HIGHLAND AVE., SALEM, MA, , DATED MAY 21, 1999., PREPARED BY HARRY R. FELDMAN, INC. 2.) UTILITIES: LOCATION OF CONTRACTOR PRIOR NG UTILITTIES AS SHOWN 0 CONSTRUCTION. FINAL N THIS DRAWING ARE LOCATION, SIZE AND DEPTH APPROXIMATED PR ATE UTILITY SERVICES, �►��BE VERIFIED 13Y THEt� OF M c ELECTRIC, TELEPHONE, GAS, �CABLE AND FIREALARM SHALL BE SUBJECT TO THE REQUIREMENTS AND APPROVAL OF THE o� JAMES M, yGs UTILITY COMPANY, c WHITE CIVIL N 3.) BENCHMARK INFORMATION: No. 32146 FRAMING NAIL SET IN SOUTHIERLY FACE OF U.P. # T 330/2 AT MARLBOROUGH do ORLEANS STREET ELEVATION 141.74 isSF��\'��`� SALEM CITY BASE. sSIpHAL E ' 4.) TEMPORARY BENCH MARKS SET: ��-+•v.,�fG�• TBM 1 TOP OF PK, TRAVERSE POINT 111 2 AS SHOWN ON PLAN ELEVATION = 96.56 SALEM CITY BASE. TBM 2 TOP OF SB, TRAVERSE POINT # 3 AS SHOWN ON PLAN ELEVATION = 102.03 SALEM CITY BASE. SITE : 6.9 AC. No. OF UNITS : 120 5.) ELEVATIONS REFER TO SALEAM CITY BASE. NO. OF SPACES : 180 6.) CONTOUR INTERVAL EQUALS (2) FEET. INCLUDES 6 DRAINAGE SCHEDULE SEWER SCHEDULE 7 ) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS HANDICAP RIM INVERT RIM INV T SIM INVERT OF UNDERGROUND PIPES ANBD CONDUITS HAVE BEEN DETERMINED FROM THE AFOREMENTIONED RECORD PLANS AND ARE SPACES STRUCTURE FI FV FI EV, STRUCTURE FI-V E)E_V STRUCTURE �, LLE-, APPROXIMATE ONLY. BEFORE: PLANNING FUTURE CONNECTIONS, THE PROPER UTILfTY ENGINEERING DEPARTMENT SHOULD EW Al - 82.00 DW A2-3-1 93.0 89.50 EXIST. SMH 101.69 96.00 BE CONSULTED AND THE ACTUAL LOCATION OF SUB-SURFACE STRUCTURES SHOULD BE DETERMINED IN THE FIELD. CALL, 40 0 20 40 80 160 TANK Al - SEE DETAIL RD A2-3-1 - 90.00 PUMP STATION 95.00 87.20 TOLL-FREE, THE DIG SAFE (CALL CENTER AT 1-800-332-4844 SEVENTY-TWO HOURS PRIOR TO EXCAVATION. RD Al-1 - 91.00 DW A2-3-2: 93.5 89.50 SMH A 95.20 88.00 DMH Al-1 93.0 84.00 RD A2-3-2 - 90.00 SMH B 93.80 88.70 8.) WETLAND FLAGS PLACED BY COLER AND COLANTONIO, NORWELL, MA VT Al-2 92.4 84.10 DMH A2-4 93.4 89.00 SMH C 94.50 89.40 IN FEET) DMH Al-3 92.4 87.50 (12") DMH A2-5 94.3 90.50 (8") SMH D 93.50 87.70 9.) ALL DRAIN PIPES TO BE 12" AND ALL SEWER PIPES TO BE 8" UNLESS OTHERWISE NOTED. 1 IN H = 40 FT. 84.20 (15 90.20 12-) SMH E 93.10 88.40 CB Al-3-1 92.0 88.00 D 1 93.3 90.3 10.) FOR SPECIFIC DETAIL OF WALKS SEE LANDSCAPING PLAN. RIDGESIDE A DMH Al-3A 94.9 85.10 DW A2-5-1 94.9 91.00 11.) ALL SITE CONSTRUCTION SHALL COMPLY WITH SALEM DEPARTMENT OF PUBLIC WORKS STANDARDS. DMH Al-4 93.2 88.50 (12 RD A2-5-1 - 91.50 87.00 (15 DW A2-5-2! 94.5 91.00 12.) FOR DETAILS OF DUMPSTER ENCLOSURE SEE ARCHITECTURAL DRAWINGS. CB Al-4-1 93.0 89.00 RD A2-5-2: - 91.50 CB Al-4-2 93.0 89.00 DMH A2-6 93.6 89.60 13.) LIMIT OF WORK IS PROPERTY LINES UNLESS OTHERWISE NOTED. SALEM, MA DMH Al-5 95.1 87.80 DMH A2-7 102.0 92.50 DMH Al-6 94.0 88.65 (12 14.) TWO EXISTING CURB CUTS 0 HIGHLAND AVENUE WILL BE CLOSED. VERTICAL GRANITE CURBING WILL BE USED AT THESE 88.40 (15" D Al l 93.3 87.00 LOCATIONS. SITE PLAN CB Al-6-1 93.8 88.75 DMH Al-9 93.6 88.50 DMH Al-7 95.5 89.25 87.20 TWO EXISTING CURB CUTS 0 FIRST STREET WILL BE CLOSED. BITUMINOUS BERM WILL BE USED AT THESE LOCATIONS. CB Al-7-1 93.5 90.00 DMH Al-10 96.3 91.50 89.20 15.) EASEMENTS WILL BE OBTAINED TO DO OFF-SITE SEWER, WATER AND DRAINAGE CONNECTIONS. EW A2 - 84.50 CB Al-10-1 96.0 92.00 DMH A2-1 92.5 86.00 85.50 (18-) I1 2A1-10-2 93.9 89.90 3.8 89.80 16.) SITE IS CURRENTLY ZONED B-2 BUSINESS HIGHWAY. H.W. MOORE ASSOCIATES, INC. DATE: 11 -23-99 DMH A2-2 92.0 86.50 DMH Al-11 93.7 87.50 17.) LIGHT POLES TO BE BLACK AND 15' TALL, AND HAVE AN ORNAMENTAL SINGLE LIGHT FIXTURE, THAT HAS A FIFTEEN 2 3-23-00 SIDEWALK, SIGNS & FENCE M.P.H R.A.T. H.W.M �� DMH A2-3 92.7 89.00 8-) CB Al-11-1 92.0 88.00 DEGREE ANGLE REDUCING PROJECTION. ENGINEERS & PLANNERS SCALE: 1 =40 88.50 (12') 1 3-15-00 ACCESS ROAD FOR FIRE TRUCKS 18.) ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE FOUR INCHES OF TOPSOIL AND BE SEEDED. ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MA SHEET 3 OF 1 1 1845-S9.dwg 3-29-00 8;2001 nM EST i f.✓ N/F NEW ENGLAND POWER S.S. � S 3524'39 E f om 90 CAM 1033 92 PLAN PROP. 12' WIDE �^' EASSEMEI DRAINAGE D 2 to — 94.5 D N/F T1 I Poor. LEDGEMERE NATURAL AREAS y _ TO BE CONDOMINIUM —�— PROTECTED r COR 'OPATION W F.F. ELEV. I a ao F.F. ELEV. i4 = 94.5 I I •0 7 78,97/39 1 t 5 95.0 j y F.F. EL EV. it F.F. 9ELEY. ::. = 94.0 y -------- 3 O R 41 ►a N 4 to 5111 • S.S. _ - :r 1�13 13 y. ^ N _ TRAFFIC FLOW H.C. N �..J 4 - 1�` i i n i i i i i i- i i i n i i i i i i i i i 1nI I 12 13 / 8 14 14Li .17 \N �` ( I I t0 </N - M.06' 3 � 0 h PUBLIC VARIABLE WIDTH FIRST STREET LOT 3 LCC 21246C rr' f i I LANNING 80AR APPRO``/ED PLAN SITE : 6.9 AC. w No. OF UNITS : 120 No. OF SPACES : 180 INCLUDES 6 HANDICAP SPACES 40 0 20 40 80 160 (IN FEET 1 INCH - 40 FT. RIDGESIDEAPARTMENTS SALEM.' MA LAY0 UT P LAN H.W. MOORE ASSOCIATES, INC. DATE: 12-27-99 ENGINEERS & PLANNERS SCALE: 1 "=40' ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MA SHEET 4 OF 11 1845-s8.dwg 12-28-99 3157,12 pry EST 71 IT 7 UNDISTURBED 6/6#10 WWM 00ALTERNATE TOP SLAB RaALTERNATE TOP SLAB REINFORCED TO MEET o EARTH O �— REINFORCE[? TO MEET �\ « �— 8 CONCRETE DUMPSTER PAD - H—ZO LOADING ' MORTAR H-20 LOADING 2 3 D FRAME & GRATE ( LEBARON MANHOLE FRAME & COVER \\ % ( " - MORTAR LF 248-2 \ 8 MIN. � — x— •�— —�•- —•�c x x -�--SET FRAME IN FULL ' " » ADJUST TO )REQUIRED GRADE BED OF MORTAR Y \� "\0 g" A 1 „ 2 o Z 2'— f 1 �\ •. . \\ �\� GRAVEL BASE L_ I 15 OF 5 OF 2 OR MAX.MIN w w/ . 1" DIA. DROP FRON • �'`..� :.` ja r%i��\ \\\% \\ �a� i 1 04 0 DIAMETER 2 —0 f1 aI wU 8" MIN. BRICK COURSES. FRAME TO BE TYPE M.H. STEPS DIAMETER Y Y 0 X ao a w SET IN FULL BED OF MORTAR. „ ADJUST TO REQUIRED GRADE �\ . - cn SEE JOINT DETAILS Z 8 MIN. w/MIN. OF 2 OR MAX. OF 5 - T of 4'-0"f1" DIAMETER PROVIDE "V" OPENINGS BRICK COURSES L \\\ W PLAN — HORIZ. '& VERT. BEND 12 * C.I. HOOD 8" GRAVEL BASE (OIL TRAP) OUT OF PIPE w o a PRECAST REINFORCED CONCRETE �\ 1" CLEAR +2" CLEARANCE Z t M.H. CONE SECTION — Z o „ „ SAN TEE & PLUG MIN. 0.12 SQ. IN. STEEL PER 4 —0 f 1 MIN. 0.12 SQ. IN. STEEL PER SIZE OF VERTICAL FOOT, PLACED DIAMETER VERTICAL FOOT, PLACED BRANCH J K L M N 0 DUI��i PSTER PAD o » ACCORDING TO AASHTO 0 .t 0 " » „ » " " » " NOT TO S ACCORDING TO AASHTO 1 CLEAR 4 THRU 8 10 10 1 -0 2 -0 1 -6 10 ( �) 5" MIN. I DESIGNATION M 199 HEIGHT OF RISE " DESIGNATION M199 » " » » « 2 CLEAR 0 �� 10 THRU 16"' . 1 —0 1 —6 1 —8 3'-10- 2 —10 1 —6 SECTIONS VARY L OR Y �\ 24" 1'-4" 2'-0" 2'-6'15'—0" 3' TA INT MORTAR A JOINTS FROM 1 T04 . / � OR ALL 0 . . , MQRTAR ALL JOINTS ;.... �;..:. Z SEE PLAN * 5" MIN. 2'-6" MAX. \ OUTSIDE OF PIPE �' �+ D 4, TEES & PLUGS 4" CEM, BROOM HEIGHT OF RISER SECTIONS +2 CLEARANCE \ \ \\� \\�� \\ •/ �\\ , �\ . �\\ �t,��a�� CONC. WALK VARY FROM 1 — 4'. SEE BASE DETAILS „ DIAMETER \\ D 4 I D 4 / 90' d3c 45' BENDS 22-1/2 & 11-1/4 FINISH --�� 1" CLEAR --�� 1 CLEAR PROVIDE "V OPENINGS l-.--/- UNDISTURBED 6x6 WW MESH FINSIHED D 4" TO 8" 110" TO 16" 24" 4" TO 8" 10" TO 16" 24" GRADE 5" MIN. �t EARTH X 1'-8" 3'-4" 3'-6" 1'-4" 2'-0" 3'-6" — 5" MIN. CEMENT CONCRETE CLASS "A" S= 1/4"/FT • » « » « « 5" MIN. #3 BAR TYPICAL SECTION Y 1 -2 1 -8 2 -4 1 -0 1 -2 2 -4 _ #3 BAR r 1-#3 BAfR AROUND OPENINGS r N PRECAST UNIT 1-1 " MIN AND OVER, 1" COVERFOR PIPES 18" ER TEES. BENDS & PLUGS BENDS „ y 2 41-1/2 MIN. Z 6" COMPACTED z PIPE OPENINGS TO BE PRECAST THRUST BLOCK DETAILS GRAVEL BORROW 0 x IN RISER SECTION N - - NOTE: 5" MIN. - �'� Z r 5" MIN. o (NOT TO SCALE) Z 04 PRECAST BASE 1 `VUNIT1. CONTROL JOINTS EVERY 6' MIN. 2. PREMOLDED JOINT FILLER EVERY 30 x M VARIES JOINT DETAILS BASE DETAILS JOINT DETAILS BASE DETAILS 2 OR 3 WAY ROTATE HYDRANT CEMENT CONCRETE SIDEWALK CONNECTION AS REQUIRED (NOT TO SCALE) PRECAST CONCRETE CATCH BASIN PRECAST CONCRETE DRAIN MANHOLE AS REQUIRED .-- ----- --. NOT TO SCALE)- --- ---- - (NOT TO SCALE) ( HYDRANT TO BE ADJUSTED 6" " FRAME AND GRATE SET IN FULL REMOVE ADJUSTABLE VALVE TO GRADE AS REQUIRED _ •�: B B WIDTH OF BED OF MORTAR ADJUST 24" DIA COVER BOX & COVER 1 . I FINISH GRADE : L FEND EADWALL OR TO GRADE W/ BRICKS. .. •• . •. • . •• •• - • • • • � •• ' FACE SECTION +10' PUNISHED GRADE SIDE A A 6" MIN. II II�-I _ I- _ _ _11_ I Iii i' < ..: ` . ,:: : ' : :: .' : :. :.::. "•. .' ' .. TWO No. 3 LENGTH/SEE DATA CHART REBAR `o N SECTION B—B = _ WIDTH OF - II INLET PIPES (FOR INVERTS I o0 FACE SIDE ELEV. ,END ELEV. j 1 FLARED END i o 0 ❑ 0 0 0 0 0 0 AND SIZES SEE PLAN) j HEADWALL OR OVERFLOW TO _ HSECTIONEADWALL END SECTION +2'11,1: DRAIN SYSTEM - 0 0 0 0 0 0 0 ❑ o I f UNDISTURBED COTES: ROTONDO & SONS I _� EARTH OR VERSA-LOK (SEE PLAN) 1 ° o 0 0 0 0 0 ❑ ❑ o INC. PRECAST CONC. Z 1. CONCRETE STRENGTH f'c 4,000 PSI DATA CHART M.J. FITTINGS : ) ® 28 DAYS. DENSITY 150 PCF. APPROX. ° -0 DIA DRYWELL TYPE WALL ° °° ° " o ❑ ❑ 0 0 0 0 0 0 - (TMP') _ PORTLAND TYPE I OR III °8 4'-0 4» I DW 4 HD WATER 0 2.) CEMENT, 3'-0" 365 LBS. LENGTH WEIGHT WARIES TO I °° ° o ❑ ❑ 0 0 0 ❑ ❑ o (4,000 P.S.I. FOR = MAIN 1 PER ASTM C150-81. 4 -0 487 LBS. �L,Q�J FIT FIELD 2 WASHED STONE ,°°° '- " - HS20-44 LOADING " " TEE `n �. " " CONDITIONS TO TOP OF BASIN. 0 0 0 0 0 0 0 0 0 ) CLASS C CONC. _,;:..- ::• CLASS C CONC. 3.) ADMIXTURES, AIR & PLASTICIZERS 5 -0 609 LBS. SECTION A—/A MIN' BACKING AGAINST I �-'•.�:'; lE BACKING AGAINST ) PER ASTM C233-82. 6 -0 731 LBS. 4. AIR ENTRAINMENT 5%-7%. =1 ° ° ° 0 ° ° i UNDISTURBED EARTH '.. ....' UNDISTURBED EARTH - FLARED END SECTION & RIP-RAP a i I 1'-0" CRUSHED Rltl_`��__11+? - - 6 GATE (NOT TO SCALE) -I — — s Ilr STONE BED '� '.; '�' VALVE - PRECAST CONCRETE CURB :.. -FIRM SUBGRADE _ I I I II T I,�,IIHIi,nlll _ PROVIDE 7 CU. FT. (NOT TO SCALE) BRICK LINED GENERAL DOTES: _ _II_ 1/2- TO 1" CRUSHED SHAPED INVERT . WALL OF DRY WELL EDW) 2 TIE RODS- TYP. - STONEOR- BANK RUN SAWN TOP MANHOLE 1. REINFORCED STEEL CONFORMS (NOT TO SCALE) (1 EACH SIDE GRAVEL GRAVEL TO AT LEAST FINISH 4" LOAM 18" DEEP GRANITE CURB nsxx TO LATEST ASTM SPEC. BEDDING 6" ABOVE DRAIN HOLES GRADE & SEED 6" 6'-0" STANDARD LENGTH 0.12 S(Q.IN./ LINEAR FT. CLEANOUT PLUG AND 0.112 SQ.IN. (BOTH FINISH GRAD 12" X 12" CI FRAME' SPLIT FACE E T WAYS) [BASE BOTTOM. AND COVER TYPICAL HYDRAIIT & VALVE {' 2. CONCRETE COMPRESSIVE -- _ \�\ \\ `. ':t. PAVING • T STRENGTH-4000 PSI MIN. _ (NOT TO SCALE) e 3. MANHOLLE DESIGN SPECS CONFORM — : . ,•11-I•�II��(�—�Ill=ll�lj.: TO LATIEST ASTM C-478 SPEC FOR 0 2"x4"x8" MORTARED rME I —I I II I I,T,I II I I, I I o ° ° o 0 0 ° o o GRAVEL . BRICK SHELF " " •' PRECAkST REINFORCED CONCRETE 1 SEWER BRICK SLOPE 1 FT. MANHOLE SECTIONS. N CLEANOUT ° ° * •• BUILDING �I I o o �`.`� � : .•,.•• • • o o BASE 0; BOX 2 -6 =I I(=11 ° ` \ « ROOF o `�`�`• •-'? ° ° o ° ° ° o o a SPACE 3 DRAIN I 6 0 \\o\ .•..o !�o o ° 1 STANDARD MANHOLE FRAME & COVER 3" _�_ (( °°° °°° o ° ° ° "° o° „o I ��_� PLAN CONCRETE FINISHED FILL C.I. FRAME & GRATE FOR LOCATION =�" °o ° °o o ° °o ° ° ° o o ° ° GRADE SEE SITE PLAN -,III—I o o I I—I CEMENT GROUT „ LEBARON S412 — — — — 12" SQ. �--� BUILDING — ,I —��m� = I CONCRETE -o«t1" USE 2 TO 5'• BRICK COURSES AS 6 PVC WYE _III (I f,�I(h�I Ili, I,�rI I hI IIII DIAMETER NEEDED TO BRING MANHOLE GRATE RIM TO REQIUIRED ELEVATION VERTICAL GRANITE CURB 0j PRECAST REIMIFORCED PLUG INV. " CONCRETE MANHOLE SEE PLAN PVC (NOT TO SCALE) CONE 4' PRECAST `D Z 1 CLEAR TWO COATS HEAVY BODIED INLET COAL TAR EMULSION AT JOINTS;ING UBBER GASKET CONNECT DRAIN M H------ 0A . g" PLANNING BOAR[) PRECAST REINFORCED PVC APPROVED P P RO` ,C D CONCRETE MANHOLE f-1 �/ G BARREL DRAIN & SEWER_ CLEANOUT (CO) S ITE PLAN " 48" " (NOT TO SCALE) + i IL STEEL REINFORCED PLASTIC 2' BUMPER OVERHANG L TYPE MANHOLE STEPS AT 12 BRICK CHANNEL ON CENTTER ELEVATION OF BRICK PR CA1;T FR INF RC CON R L&WN INLET DE'R'AIL ROOF DRAIK RIDGESIDE APARTMENTS 11 ABOVE INVERT TO BE &OSLAB HI(C MANHOLE BASE 17 (NOT TO SCALE) 0.8 DIAMETER OF PIPE 4« CONNECTION DETAIL FGROUT (NOT TO SCALE)TOTAL SALEM' MA 6" 24' AISLE ARIES 58 RAOLL6DIMENSION 6" GRAVEL OR WASHED S ITE D ETAI LS STONE AS APPROVED BY THE ENGINEER 19' . UNDISTURBED EARTH SECTION INC.- -DA-Ty. 12-27-99 H.W. MQORE ASSOCIATES, INC. TYPICAL SEWER MANHOLE PARKING LAYOUT_' ENGINEERS & PLANNERS SCALE: AS NOTED (NOT TO SCALE) (NOT TO SCALE) ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET 5 OF 11 1845covr.dwg 12-28-99 11116145 an EST I 8" INLET PIPE EXTEND MANHOLE COVER FROM RD Al-1 TO FINISHED GRADE TYP OVERFLOW SPILLWAY EW 1 B 6x6 INSIDE CLEARANCE At 20 � p SECTIONS INLET FROM I ' ' t_ DMH Al-1 — J B 8" INLET PIP 24" DIA. COVER PLAN VIEW FROM RD A11-2 TYP.) ROTONDO LWT 8x10-80 WAjERTIGHT TANK STEEL REINFORPED PLASTIC TYPE MANHOLE STEPS AT 12" 156'-6" ON CENTER 5'-0" OVERFLOW SPILLWAY ELEV.-89.50 OF _ EW 0 1 10" DIA. 15" PVC 1.=83.80 20 OPENING 1.=82.50 I SECTIONS 1.=82.50 15» PVC 1.=82.00 a� 76" BED OF SECTION B-B SECTIONA-A CRUSHED RIP-RAP STONE 809000 GAL. DETENTION TANK (NOT TO SCALE) SEAL w CAULK INSIDE & OUTSIDE SEAL SEE 6" CONC. NOTE BELOW (TYP.) i V-10 1'-9" 1'-9" . r 1/4" s ALUMINUM A o A i CENTERLINE OF INLET--7 SEAL SEE 4" CONC, & ALUMINUM CHAMBER NOTE BELOW) (TY?.) OPENING TO MATCH SECTION B—B 6" CONCRETE PEINFORCED FOR H-20 LOADING MANHOLE FRAME & MANHOLE FRAME & PERFORATED COVER PERFORATED COVER WEIR & (TYP. OF 2) RIM ELEV.= ORIFICE RIM ELEV.= PLATES ' A = SEL ca N B I B i 1 , C'4 1 s s 1 " d N I INV.= --k3__Q P 1 0 o CAULK SEE _ I o NOTE 00 M ABOVE) LAW O P SEAL w STRIP OF BUTYL RUBBER COMPOUND 6" CRUSHED STONE BASE SECTION A—A VORTECHS GRIT CHAMBER PLANNING E30ARD (OR APPROVED ALTERNATE) AP P ROVED (NOT TO SCALE) SITE PLA VT A1 -2 MODEL 4000 �121 x 6 W) VT Al -8 MODEL 3000 11 'L x 5'W RIDGESIDE A SALEM MA SITE D ETAI LS H.W. MOORE ASSOCIATES, INC. DATE: 12-27-99 ENGINEERS & PLANNERS SCALE: AS NOTED ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET 6 OF 11 1845covr.dwg 12-28-99 3147,44 pro EST PUMP POWER CABLE SEWAGE PUMP STATION SPECIFICATIONS GENERAL: QUICK LIFT ASSEMBLY: ~ o MANUFACTURER SHALL FURNISH AND INSTALL ONE (1) PREFABRICATED INSTALL "QUICK LIFT" SLIDE RAIL MECHANISM IN ACCORDANCE .WITH PUMP. MAN- ' REINFORCED CONCRETE SUBMERSIBLE TYPE WET PIT SEWAGE PUMP UFACTURERS RECOMMENDATIONS TQ GUIDE SUBMERSIBLE PUMPS FROM UPPER e � STATION. STATION SHALL BE OF PRECAST REINFORCED CONCRETE LEVEL TO ITS OPERATIONAL LOCATION IN THE SUMP BASIN. CONSTRUCTION. MANUFACTURER SHALL GUARANTEE THAT ALL JOINTS • ` -� — — — IN PUMPING CHAMBER AND ENTRANCE TUBES SHALL BE WATER TIGHT. BASE ELBOW IS CAST IN ACCORDANCE WITH ASTM SPEC. NO A48-64, CLASS 30. ALL PIPE FLANGES SHALL BE FACED AND THE THICKNESS REQUIRED FOR COMPLIANCE PUMPING STATION SHALL BE COMPLETE WITH TWO (2) NON-CLOG WITH 125 LB. AMERICAN STANDARD. BOLT SLOTS ARE ACCEPTABLE IN LIEU OF DRILLED • A A MODUs SEWAGE PUMPS, MOTORS, THREE (3) WATER LEVEL FLOAT SWITCHES, HOLES. BOLT SLOTS IN THE BASE ARE PROVIDED FOR MOUNTING THE ELBOW TO THE � _ I I GEWRATOR I N HATCHWAY MAD CONTROLS. CONCRETE FLOOR OR SOLE PLATE. BASE ELBOW IS SPECIFICALLY DESIGNED TO PERMIT THE SLIDE MECHANISM TO LINK UP THE PUMP WITH THE BASE ELBOW. I LOUVER U�R ^ PUMP CHAMBER: GUIDE RAIL IS CONSTRUCTED FROM- GALVANIZED PIPE AND COATED WITH EPDXY TO — — PUMP CHAMBER SHALL BE CONSTRUCTED OF CONCRETE REINFORCED PREVENT CORROSION AND MAINTAIN A SMOOTH SURFACE FOR THE GUIDE SHOES. THE GUIDE RAIL IS ATTACHED TO THE CURB FRAME OR DOOR FRAME AT THE UPPER LEVEL � • I FOR COMPRESSIVE STRENGTH TO A (MINIMUM OF 5000 PSI. CHAMBER HAS INSIDE DIMENSION OF 6 FEET [DIAMETER. THE WALLS SHALL BE AND TO THE BASE ELBOW AT THE FLOOR BY AN ATTACHMENT BRACKET, PROPERLY FABRICATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. •' 4" DISCHARGE PIPE t25 "'P i nN° � 6" THICK. THE FLOOR SHALL BE 8" THICK. THE ROOF SHALL BE 8" I SVITCN THICK AND DESIGNED FOR H-20 LOADING. MANUFACTURER SHALL TWO TEFLON COATED SHOES ARE TO GUIDE THE PUMP ASSEMBLY DOWN THE GUARD SEAL ALL JOINTS AND OPENINGS TO BE WATERTIGHT WITH EXCEPTIONS • © OF THE INLET PIPES, WITH BUTYL RtUBBER SECTION JOINT CONFORM- RAIL UNTIL THE SHOES CONTACT THE DISCHARGE ELBOW. (2)CM DWTS ING TO THE LATEST ASTM C443 SPEC. CHAMBER EXTERIOR SHALL BE • I 5•-r COATED WITH BITUMASTIC SEALER. WIET WELL TO HAVE ONE POUR A NEOPRENE JAM WASHER SHALL FIT IN THE SLIDE PART TO MINIMIZE LEAKAGE BETWEEN •0 L_ J 9_r MONOLITHIC BASE SECTION. THE PUMP CLEARING AND BASE ELBOW. HATCH HAS CLEAR OPENING AS SHOWN ON PLANS. DOOR LEAF SHALL SLIDE HAS PUMP DISCHARGE BOLTED TO ONE SIDE AND GUIDE SHOES ARE ATTACHED TO BE 1/4- ALUMINUM WITH STEEL HARDWARE CAPABLE OF WITHSTANDING THE OTHER SIDE. THE SLIDE IS GUIDED TO ITS DESCENT AND ASCENT BY THE RAIL AND MANHOLE RUNGS A LIVE LOAD OF 150 POUNDS PER SQUARE FOOT. DOOR SHALL BE GUIDE SHOES. LIFTING CHAIN OR CABLE SHALL BE INCLUDED. PROVIDED WITH SNAP LOCK. ALUMINUM DOORS WILL HAVE A MILL FINISH WITH BITUMINOUS COATING APPLIED TO EXTERIOR OF FRAME. CONTROLS: 6' - 0" STEPS SHALL BE PROVIDED FOR CLIMBING IN AND OUT OF STATION. PANEL SHALL INCLUDE MAIN CIRCUIT BREAKER, MAGNETIC STARTER, THREE (3) LEG mRATOR STEPS WILL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE AMBIENT COMPENSATED OVERLOAD PROTECTION IN THREE (3) PHASE, AUTOMATIC PUMP PUMP CHAMBER WELD TO COVER EDGE PLASTIC. STEPS WILL CONFORM TO LATEST ASTM C478 PARA. 11 SPEC. ALTERNATOR, PUMP RUNNING LIGHTS, TEST-OFF-AUTO SWITCHES, NEON TYPE MOISTURE 1 ti STEPS SHALL BE ALIGNED UNDER THE HATCH TO FACILITATE ACCESS. SEAL LEAK INDICATING LIGHTS, PROVISION FOR TEMPERATURE SWITCH MOTOR SHUTDOWN, PLAN I TERMINAL STRIP, AND GROUND BAR. PUMP CONTROL WILL BE DESIGNED TO OPERATE ON LINWR I I VALVE CHAMBER: AVAILABLE POWER. PANEL WILL BE NEMA (1) (3R) (12) (4) (4X) DESIGNED FOR INDOOR ' (OUTDOOR) MOUNTING AND EQUIPPED WITH A LOCKING COVER. — — _ VALVE CHAMBER SHALL BE CONSTRUCTED OF CONCRETE REINFORCED FOR PUMP RUN ELAPSED TIME METERS SHALL BE INCLUDED FOR EACH PUMP. N COMPRESSIVE STRENGTH TO A MINIMUM OF 5000 PSI. CHAMBER HAS IN- 0 0 SIDE DIMENSIONS OF 4 FEET BY 4 FEET WITH HEADROOM FOR SQUARE hfl HATCH ATTACHMENT DETAIL FOOT STATION. THE WALLS SHALL BE 6" THICK. THE FLOOR SHALL BE 6" TIME DELAY RELAYS SHALL BE INCLUDED TO AVOID SIMULTANEOUS STARTING OF BOTH CONTROL PANEL THICK. THE ROOF SHALL BE 6" THICK. MANUFACTURER SHALL SEAL ALL PUMPS. (LOCATION AS DIRECTED) JOINTS AND OPENINGS TO BE WATERTIGHT. WIRING DIAGRAMS TO BE CONTAINED IN CONTROL PANEL . •. ' CRUSWD STONE T IN PLACE SLAB AS REQUIRED HATCH HAS CLEAR OPENING AS SHOWN ON PLAN. DOOR LEAF SHALL BE 1/4 HIGHWATER ALARM WITH HORN, HORN SILENCING SWITCH AND FLASHING LIGHT TO BE STEEL (ALUMINUM) WITH STEEL HARDWARE CAPABLE OF WITHSTANDING A FURNISHED IN A SEPARATE CABINET SUITABLE FOR OUTDOOR (INDOOR) REMOTE MOUNTING. LIVE LOAD OF 150 POUNDS PER SQUARE FOOT. DOOR SHALL BE PROVIDED 30" X 48' ALUM. HATCH RIM ELEV.-95.00 WITH A SNAP LOCK. STEEL DOORS AND FRAMES HAVE A PRIME COAT OF RED WATER LEVEL FLOAT SWITCHES SHALL ACTIVATE SEWAGE PUMPS IN STATION. SWITCHES OXIDE FINISH. (ALUMINUM DOORS HAVE A MILL FINISH WITH BITUMINOUS SHALL BE POLYURETHANE ENCLOSED MERCURY SWITCH AND DESIGNED SPECIFICALLY FOR COATING APPLIED TO THE EXTERIOR OF FRAME. . SEWAGE PUMPING APPLICATIONS. FS-1 FUNCTIONS AS THE TURN-OFF SWITCH AND IS SET ' ' ❑ ❑ STEPS SHALL BE PROVIDED FOR CLIMBING IN AND OUT OF THE STATION. AT THE LOW WATER LEVEL IN THE WET WELL. FS-2 STARTS THE PUMPING CYCLE AND IS °• SET AT THE NORMAL OPERATION WATER LEVEL FS-3 BRINiGS IN THE SECOND PUMP AND I ( STEPS WILL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC. F3-4 ACTIVATES THE HIGH WATER ALARM. FS-5 ACTIVATES A LOW WATER ALARM. e' : : • - ::° } �' STEPS.WILL CONFORM. TO LATEST ASTM. C478 PARA.. 1.1 SPED... . NEMA IV r ' PUMPS: JUNCTION BOX SHALL BE OF NEMA 4 X FIBERGLASS CONSTRUCTION, WITH TERMINAL JUNCTION BOX ° ISTRIP FOR ALL FLOAT SWITCHES, MOTOR LEADS, AND MOTOR TEMPERATURE SWITCHES. ' SLIDE RAILS PUMPS SHALL BE ITT FLYGT D-3085 NON-CLOG SUBMERSIBLE SEWAGE DUPLEX GFI CONVENIENCE OUTLET TO BE INCLUDED IN CONTROL PANEL. 51-6 PUMP EACH PUMP SHALL BE DESIIGNED FOR A CAPACITY S. EA y OF 100 GPM AGAINST 15 FT. TOTAL DYNAMIC HEAD. THREE COPIES OF OPERATING MANUAL WITH WARRANTIES TO BE FURNISHED TO OWNERS. FLOAT l 1 BRACKET ••' 4' COVER MOTORS SHALL BE HERMETICALLY SEALED SUBMERSIBLE TYPE ELECTRIC WARRANTY: ► , ° , MIN. MOTOR OF 3 HP, 1750 RPM, FOR OPERATION ON AVAILABLE POWER, .. ;. (MIN.) DESIGNED TO CLASS 1, GROUP D SPECIFICATIONS, SHALL BE FURNISHED ► FOR EACH PUMP. MOTOR NAMEPLATE HORSEPOWER RATING SHALL NOT BE THE MANUFACTURER SHALL WARRANTY THE STATION AND ALL COMPONENTS FOR A POWER—, EXCEEDED BY THE BRAKE HORSEPOWER REQUIREMENT OF THE PUMP FOR PERIOD OF ONE YEAR FROM STARTUP NOT TO EXCEED 18 MONTHS FROM ONES •. PROTECTIVE EXHAMT DESIGN CONDITION OF SERVICE FOR THE IMPELLER DIAMETER INSTALLED. SHIPMENT, THIS WILL ENSURE SOLE SOURCE RESPONSIBILITY. STARTUP SERVICES I IMPERVIOUS TO LIQUID AND WILL BE PROVIDED TO ACTIVATE THE WARRANTY PERIOD. t' ST PIPE MOTOR SHAFT SHALL BE STAINLESS STEEL, FLOAT �: I e�. MOISTURE DETECTION SYSTEM SHALL.RBE UILTRLOAD INTO THE MOTORS ANDA EMERGENCY GENERATOR SET SPECIFICATION: CABLES •. O _ o LLIFT mmANMMLE OpC_ LIFTING EYES SHALL BE CAST INTO 'THE MOTOR HOUSING ADEQUATELY A. THE CONTRACTOR WILL FURNISH AND INSTALL., AS SHOWN ON THE PLANS, A SERIES RUBBER BOOT � I I r I=90.00 DESIGNED TO LIFT THE ENTIRE PUMP/MOTOR ASSEMBLY. 1500 POWER PAC AS MANUFACTURED BY THE PRECISION SYSTEMS DIVISION OF CONNECTOR WITH r; ' ;e;• . — — — — — GASVODA & ASSOCIATES, CALUMET CITY, ILLINOIS. THE POWER MODULE SHALL STAtR1LESS Via- FLEXIBLE PUMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM SPEC. NO. COMPLETE ALL NEEDED EQUIPMENT FACTORY INSTALLED AND WIRED--IN A- SEAMLESS STRAP GATE A48-64, CLASS 30, WHICH SHALL INCLUDE CAST IRON FOR INTEGRAL ONE PIECE MOLDED FIBERGLASS ENCLOSURE. THE FIBERGLASS ENCLOSURE SHALL - '• • COUPLING VALVE SUPPORT LEGS, PUMP CASING AND IMPELLER. ALL PIPE FLANGES SHALL BE SECURELY MOUNTED ON A FABRICATED STEEL BASE_ INLET ?p : ( BE FACED AND TO THE THICKNESS (REQUIRED FOR COMPLIANCE WITH PIPE 125 LB. AMERICAN STANDARD. BOLT SLOTS ARE ACCEPTABLE IN LIEU OF B. THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE, BUT NOT LIMITED ' •. • CHECK DRILLED HOLES. TO THE FOLLOWING: e' VALVE PRECISION ',SYSTEMS - GASVODA & ASSOC. 1=87.20 I T Cm unan = PUMP CASING SHALL BE OF THE VOLUTE TYPE AND MADE OF CAST IRON. 1. A ONE PIECE SEAMLESS FIBERGLASS ENCLOSURE Rev. by Dale THE CASING SHALL BE OF ONE PIECE CONSTRUCTION AND OF CENTER 2. A FABRICATED STEEL BASE HIGH WATER ALARM LINE DISCHARGE DESIGN TO MINIMIZE CLOGGING OR FLOW INTERFERENCE. 3. ENGINE GENERATOR SET • �°b 4. AUTOMATIC TRANSFER SWITCH LAG PUMP OtV •' ° °• IMPELLER SHALL BE CAST IN ONE PIECE AND DIRECTLY MOUNTED TO A ONE 5. GENERATOR CONTROL FS3 ELEV.=85.20 :.y D'°"" .r LVO D°`•'5/24/95 '°°"'"°"' M24-5081 PIECE STAINLESS STEEL MOTOR-PUMP SHAFT. IT SHALL NOT REQUIRE SEPARATE 6. PRE PIPED CRITICAL SILENCE EXHAUST SYSTEM WITH GUARD OUTSIDE PUMP SHAFT OR COUPLING. EACH IMPELLER SHALL BE AN ENCLOSED TWO (2) 7. FIXED INTAKE AND EXHAUST LOWERS PORT TYPE. THE IMPELLER SHALL PASS A THREE (3) INCH SPHERE. THE ENDS 8. PRE PIPED FUEL SYSTEM LEAD PUMP ON OF THE BLADES SHALL BE ROUNDED TO PREVENT CLOGGING. 9. RADIATOR DUCT ADAPTER FS2 ELEV.-84.20 GENERATOR SET DETAIL 10. CONVENIENCE ACCESSORIES e . IMPELLAR HUB SHALL BE PROVIDED WITH A KEY WAY AND KEY, AND WILL BE - (NOT TO SCALE) LOCKED TO THE PUMP SHAFT AND MAINTAINED IN THIS POSITION BY A WASHER C. THE GENERATOR MANUFACTURER SHALL ALSO BE THE MANUFACTURER OF THE AND SELF LOCKING IMPELLER SCREW. AUTOMATIC TRANSFER SWITCH FOR SINGLE SOURCE RESPONSIBILITY. MOTOR BEARINGS- SHALL BE IN ACCORDANCE WITH ELECTRIC MOTOR SP€CIFICA D. ENGINE GENERATOR SET SHALL BE CAPABLE OF CONTINUOUS STANDBY RATING AT LIFTING CHAIN TION, B-10. 0.8 PF, FOR OPERATION AT RATED POWER REQUIREMENTS. • PIPING. E. ALL EQUIPMENT AND COMPONENTS SHALL BE AS DETAILED IN THE CONSTRUCTION A' SPECIFICATIONS. PIPING SHALL BE OF CLASS 53 D.I. CEMENT LINED WITH 125 LB. FLANGES, PUMP OFF ASPHALT COATED EXTERIOR AND PAINTED. FITTING WILL BE 125 LB. CAST IRON, F. AUTO DIALER WILL BE INSTALLED TO TRANSMIT PUMP AND GENERATOR SET ALARM FS1 ELEV.-82.20 ;o- SIGNALS. FLANGED. GATE VALVES TO BE BRONZE FITTED SOLID WEDGE WITH NON-RISING STEM TO CONFORM TO FEDERAL SPEC. WW-V-58A, TYPE 1, CLASS 1 CHECK G. THE MANUFACTURER SHALL WARRANTY THE GENERATOR SET AND ALL COMPONENTS ~ VALVES ARE BALL CHECK VALVE FOR USE IN VERTICAL LINE, CAST IRON BODY ' WITH RUBBER COVERED IRON BALL 'WITH METAL SEAL FOUR (4) INCH DISCHARGE. FOR A PERIOD OF ONE YEAR FROM STARTUP NOT TO (EXCEED 18 MONTHS FROM WHICH WILL EXIT WALL AND BE PROVIDED WITH A FLEXIBLE MECHANICAL COUPLING SHIPMENT, THIS WILL ENSURE SOLE SOURCE RESPONSIBILITY. STARTUP SERVICES ON EXTERIOR OF STATION. WILL BE PROVIDED TO ACTIVATE THE WARRANTY PERIOD). ' PUMP • 8"MIN. :d e. 8"MIN. 1.) SEWER FLOW CALCULATIONS ' RESIDENTIAL (BUILDINGS: �• 190 BEDROOMS x 110 GAL/DAY/BEDROOM = . BOARD ' e . .• �• • .s �• . •. . •..• ... .. , ' . '. , .••. •• ' _. FL' ELEV.-81.20 20,900 GPD x PEAKING FACTOR 3.85 = 80,465 GPD RIDGESIDE APARTMENTS a . A..&. p A. "•. r.• .. 's ; • ' . •.. ,.•'R O,4 OPD 1,440 MIN./DAY = 56 GPM USE 100;GPM • 8 65 2.) SEWAGE PUMPING SYSTEM: SALEM, MA -•-12" CRUSHED � SIT � . - • STONE BASE FLOW = 20'900 GPD . SEWAGE PUMP STATION AND PUMP CHAMBER PUMP SELECTION STATIC HEAD = 13.8 FT. FRICTION HEAD = 0.23 FT. GENERATOR SET DETAILS SECTION A-A (TDH) TOTAL DYNAMIC HEAD = 14.03 FT. SEWAGE PUMP STATION DETAIL PUMP REQUIREMENTS- : 100 GPM 0 15 FT. TDH. M H.W. MOORE ASSOCIATES, INC. DATE: 12-27-99 (riot TO SCALE) ENGINEERS & PLANNERS SCALE: AS NOTED ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET 7 OF 11 1845covr.dwg 12-28-99 11,16,45 aM EST y a. W PLANT LIST g a o BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME S z DECIDUOUS TREES (125) 5HRUB5 (continued) N Acer rubrum Red Maple 'October Glory" Rhododendron catowbiense 'Album' Rhododendron Amelanchier conaderl 5hadblow 5piraea japonica '5hirobl' 5hirobi 5plreo < Gercldlphyilum japonicum Katsuratree Taxus x media 'Densiformis' Dense Spreading Yew Gercis canadensis Eastern Redbud Toxus x media 'Hicksii' Hick's Yew W z Gornus kouso hybrid Kouso Dogwood Viburnum sleboldli 51eboid Viburnum z W a S Gleditsio triocanthos !nermis 'Holko' Honeylocust Viburnum corlesii Korean Spice Viburnum 0 Q Magnolia x soulan lana Saucer Magnolia Q Z J 9 9 9 W W � Z Pyrus calleryano 'Aristocrat' Arlstocrot Gallery Pear z y Quercus palustris Pin Oak PERENNIALWGROUNDGO\/ER (5 200) o a W ` Z � o z Euonymus fortunei coloratus Wintercreeper W 3 � Hemerocallis spp. Dayllly (Happy Return) < ■ 0 5 EVERGREEN TREES Liriope muscori Liriope 'Big Blue' V Y Juniperus virgin!ano Eastern Redcedar Miscanthus sinensis Japanese Silver Grass Pinus nigra oustrioca Austrian Pine Rudbecklo fulgido '(5oldsturm' Black-eyed Susan Tsugo conodensis Canadian Hemlock m Juniperus chinensis v. Columnar Chinese Juniper I Lawn i F�RUB5 (2 00) NATIVE WETLAND/UPLAND 5PEOIE5 (500) No'r eJ ; Azalea Delaware Valley White Delaware Valley White Azalea /goer rubrum Red Maple Glethra alnifollo 5ummersweet Amelonchier conadensis Shodblow I. ALL LARGE DECIDUOUS TREES TO BE Euonymus alotus 'Compactus' Dwarf Winged Burning Bush Betula nigra River Birch 3 1/2" CALIPER MIN. Hibiscus syriaGus Rose of Sharon Gercis canodensis Eastern Redbud 0 P 2. ALL DEGIDUOU5 FLOWERING TREES TO BE Ilex crenata Glory Japanese Holly Glethra alnifollo 5ummersweet W 2 I/2" CALIPER MIN. Ilex crenata 'Hellerl' Heller Holly Cornus sericeo Redosler Dogwood o j Ilex glabro Inkberry Ilex verticiilato Winterberry 3. ALL EVERGREEN TREES TO BE 8-10' HT. MIN. I Juniperus chinensis plumosa compacta Compact Andorra Juniper Nysso sylvatica Black Tupelo m o Juniperus chinensis '5eagreen' 5eagreen Juniper Voccinlum corymbosum Highbush Blueberry Z 4. ALL SHRUBS TO BE 24 HIGH MIN. I Kalmla latifolia Mountain Laurel Voccinium angustifolia Lowbvsh Blueberry i 5. ALL PERENNIALS TO BE #2 POT. i Leucothoe fontonesiono (catesboei) Fetterbush 6. ALL LAWN AREAS TO BE 50D. ! I ii EXIT ONLY- REINFORGED TURF 5Y5TEM 6" HIGH MOUNTABLE CURB EDGE OF EXISTING TREE5 U ! 25WIDE EVERGREEN BUFFER ;NATIVE WETLAND/UPLANO 5PEGIE5 PLANTING PLANNING B OAR D =® NORTHERN PROPERTY EDGE, T'P: -- >- ., - u, �• � 100 WETLAND BUFFER ZONE I _ o<. 1 I rPERENN1AL APPROVED Z GROUND COVER REMOVE I NVA51 VE PLANT SPECIES Y,x.y�•uW ( •� � rt r- � :Jp\ — _vV "it1,-J, ._. `__ X41 — � f t;1 J - i IL S ITE P LAN WIT*41N WETLAND BUFFER r SHRUB PLANTIN tLC. •rJ 3s,a. 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WIRE MCH FENCE` �� s• 'vb.s - - _�' � - _•_ t,0.+�a _ t f , ,;..� �, (� �;; c:�J,,:. 1 JJ iJ_-r ,�G __ -- - _.� � - -'.,:-- _ P,ARKI�IG LU H •:�� TO BE LOCATED ALONG I v j' '�`�/ -' -_ _ _ - ' .d ^ ,� SHRUB_PLAN I I-No I I P. i' 1 , l;f.YJ.3 \ r `rte -f f•C:'?.ti + i / ..// .. 00- .c ._._.. .— _--- ENTIRE LENOtH OF BERM I ;,.` - r .c� / --I l- �40 ENTRY PiERf TYP. _ti.. i' ly dWERING 11 JT w-{�.:J7 1/%/,(if /� �C'-�-•-._.,,•_ / r .�.:, ( , \ , '� ;�a.._ / /. 1 t% 1 - i 1. �:«t.c • 7�4' f 0... /.` ! .f.i3 !7r: is '+Y..f .,r't ,, _ / •.•_. ,`- t rr# :%w. Y�I J i o 1., r - -.. •� - r• '�.if. 1,1 i7_ - _ _ .�_. ;1,••. .... •ci; •, r 'JTiLI%Y /.••: AIT , Arc Date' Drawn B �,<> S !vl+> ;._ - -- ,. -- '', .;r:,:: r 1� :r i.Sr - l0 ! � .r ;c-,: .. - iU.; __t�•,i._._. rs t� •-- .f.. ' - ... nr:t,r •`r. Y B ' 20 3/23/00 •'(� 51 N L�' U�- _..... I__ •�•_;_ ._l'A _ _._Jais,`>."-.-_. .._._-... ._._. 'r' iOC.!S6 �G`%P.! \a,, •:`%' 'f{s:,^...f.. _ _.^ +Oi1:.'J''•-. C•: •- �C: - E��I Y � .� '.o tel: .- �. __.--.__--. •.. _.:_ -. --__-- _..__-.._........_.. --_.. .".. __._...._ __—. _.. •`!y..,�:ir'J?.:iv fi_+Uj..<(i a `o s„ --....-. =i a,- ._/i7 _ ._ ., i/h�: y. %v ,,.,F, i N R _ ;_ , . • ._.__ .... __.___...._ ..._..__.._. .._...... .._____ _ ..�_ _ . .,,� .�_ _ - .:-Tr;�• _ „ . ENTRY SIGNA �\ Scale Checked t , .. / EVERG REE 5H U�-�P:•, ---- _... ....----- - . _ Y P�JMP SST , Ola! - I . WALL WITH N��l _ _ �,�:sTE �_ ,.r:_.�- '~•�.y_•, �? -- • AT � � �ZUGGQ FINlS EL BASE OF WALL � 1 � .rW �-1• � - _ e I 5T I? MNS A5 NOTED ! I� E3 "'�'i.Jt :'.1 •n! �% i 1 �� .-� �� ..�i•till• Lr�U�- _ ..._ T ..14.214 (.� r 4:.: jeJ: jr I!is G.:.4 i I 0' :.t ! � Imo-T.., _,..-.-�'.' -:-�_ �_�_-._. - + r . T oLu G G TO E I r •"!(2j. `(i %!?:l.!'"/. '� J.S.4•t `%�3.r7% 1 Sheep SCALE: 1' - 40'-0' 1 8 0 20' 40' 80' 120' aV V w z z J d O � z � g z c �, L / / •r � U LARGE EVERGREEN TREE PLANTING < r 5TEEL PICKET FENCE u zzz DECIDUOUS TREE PLANTING ' / 0 4.2" ABOVE FIN 15H GRADE Z a `' CL / J OF 51 DEWALK "' Q Q v 0 w a z S v O Q w < NEW PRE-CAST CONCRETE WALL GAP Z V) o o w WALL WITH NEW STUCCO FINISH AND 3 W UCC • o . EVERGREEN SHRUB ■ STONE VENEER. COLUMNS � s . LOW DECI DUOUS �1 — _-- - , 1- EVERGREEN PLANTING o _ v FLOWERING SHRUB I ,� EVERGREEN/DECIDUOUS �j J -_- —� FLOWERING SHRUBS I `, a — GROUND DOVER r—PERENNIAL BORDER ; � - �, 6 GROUND COVER ELEV. q8.0' ± - 3 -� d: a d e a 6 1 1 �' • d � ZEn F cr I HIGHLAND EXI5TIN0 ELEV. q4.5' +/ EX15T1•NO Z AVENUE SIDEWALK 25 WIDE E`,/ER6REEN BUFFER PARKING FIRST STREET SIDEWALK PLANTING PARKING 'o gft -O ± SEC.,,, T ON N- A : FLANT NO U ALONG H15HLAND ASEC,710N 5 - 5 : AALL AN� FLANTIN0 ALONG 7- 1 RSfi ST . C/) SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" W U Z STEE_ PICKET FENCE `"'� >- 42" ABOVE FINISH GRADE ZQ OF S I DEWALK CL WALL WITH NEW STUCCO FINISH b p � NEW PRE-CAST CONCRETE WALL GAP STONE VENEER COLUMONS (� H Z w r or 0 0 J w _ PLANNING BOARD . . > W ow APPROVED o Z r o b o .� _ - •, c .,�iTE LAN cc CL 0 R Title; - KEY SITE GROUND DOVER TYP- COLUMNAR BEEN PLANT INO SECTIONS & 15 0 D.G. EYERG TYPICAL SPACING FOR STONE VENEER COLUMNS WALL, TYP. ELEVATION Date: Drawn By. 12/28/99 Scale: Checked By. A��EA FI �S7 ST�EE7 AS NOTED ELEX ATOI �l � � V � Y `4 F �OM FARI� I `�O LO OF AALL AFLANTINO ALONO sheep SCALE: 3/8" = 1 '-0" i ,I r f NEEL- lop 0 In M Z HOUSING: A one-piece die cast aluminum housing mounts A mogul base lampholder is glazed porcelain with a nickel directly to a pole or wall without the need for a support arm The plated screw shell.Position-oriented sockets are supplied low profile rounded form generates wind loading requirements standard to accept super metal halide amps.All units feature22" r7_26' _ 1-55- -m-) 666 mm)__1 rill a of 12 EPA. lamp stabitzers except 150 HPS 9-M 79 24' 6 E f6lo LENS ASSEMBLY: A single-piece die cast aluminum lens ELECTRICAL: All electrical components are UL recognized, U _J BOR Bollard Details E r E 71 tame hinges down from the housing and is secured by a factory tested,and mounted on a unitized plate with quick E The BORE bollard head consists of cast stainless steel lanyard and hinge pin. electrical disconnects.Each high power facto(ballast is the 2 H aluminum louvers end cover around a 1,J borosilicate refractor optical system. Z FF38-1 mm) separate component type capable of providing reliable lamp _9 if In* An optically clear,heal and impact resistant tempered flat glass Z. E E starting down to-20'F , r - E! 6 E . :1 The base of the head is welded on a 1292 M.F (M in.) lens is mechanically secured with eight retainers.The electrical E _J E 6 YK 1168 mm)extruded aluminum pole with a wall thickness of I/Ir 13 mm). E and optical chambers are thoroughly sealed with a one-piece E -1 - '9 Z '9 E Lin I The BOR10 bollard head is similar to the FINISH: Luminaires are finished with a lade and aorasion '9- E E memory retentive hollow core EPDM gasket to prevent intrusion resistant,electrostatically applied,thermally cured TGIC powder BORE except for the head which is M - "I by rain,dust and insects L 26' 16' 40' welded on in extruded-aluminum pole V) coat Units are thoroughly cleaned and provided with a patented Interim 1 2s j V) depth of tenon (M mole) L 22* 1 E 1660 mm) 1406 mrm) of 1C 3/4'(273 mml. X Insertion chromate acid pretrealmen (559 mm) Z depth of tenon The BORICT bollard is similar to the Z Z OPTICAL SYSTEMS: The segmented optical systems are S- BORIC except that to cover is a flat 0W Z 11 1/2"1292 mm)surfacZ < manufactured from homogenous sheet aluminum which has LABELS: All fixtures bear UL and CSA(where apph,.able)wet EPA:2 51 sq ft. EPA:2 80 SqLft' EPA:185 sq.h. EPA:1 201 so.ft e. _J IL been electrochemically brightened,anodized and sealed The location and I B E W labels Weight 57 lbs.(25.9 kg) Weight.45 lbs,(20.4 kg) Weight:44 lbs 120.0 kg) Weight 25 lbsl 11 4 Kg) Distribution Pattern shown is the 3 to 1 or 6 to'maximum to minimum foolcandle area. Silicone gaskets are used at each and 0 C3 of the optical system to ensure Z E multifaceted arc image duplicating systems are designed to (Note:Bottom of Pattern is at grade) S=Setback from wall H=Height of Distribution Pattern weatherproofing. e E < Gairico reserves"right to change maieftafs of rrixily IN desi;r of its CANDS1 - SIR- CNSM W Width of Disiribution Pattern Aiming Angle of Luminaire is 42�(Up from horizontal) The BOR6 bollard assembly is welded X 9 < fl-_ produce IES Types 1(1),2(2XL).3(3XL).4(4XIL),and 5(Q)� prodw without nowicatior as oart of me comoan)s continuing protfuct CAN -RR CN3 CAN RACE CN4 CAND5-SE-CN5 LJ Z onto a cost-aluminum base cover.This LAJ Z With the 2XL.3XL and 4XL lumirt the reflector facets form improvement Grogram DesNn and oD!Ql patents are pending [L r- b,,,,cover is anchored to a cast- < 2 - < a conical fan around the arc tube with each facet positioned to JeW6 MAINTAINED FOOTCANDLES Iumnumbis pletabyserews. Z 3: V) Mountings Finishes 0 1 L___ --- - Metal Halide:ILLF=72,Lamp Tilt Factor=.95 High Pressure Sodium:LILF=.81 The BORIC and BORIOT bollard are In W be precisely tangent to the top of the arc tube ----__- __ GN4 0 X Li 16 Standard Colors Available FS Luminaire integrated fuse anchored to a cast-aluminum base > 77-3 E7, 4 ., 1 -1 1 1 . < Z plate by screws 12 HS House shield -1 M qNj"Q #Tf. _J W '6 A section of extruded The specially-formulated textured(-TX) ry 0 Z 366 0 .•V1QFQlRM0 aluminum measuring 2 X8" Lumital powder coat is available in a ISE optic only) MJ�L _ __ 8086,BORIC and BORIOT bolierds are w 250 W METAL HALIDE 250 W METAL HALIDE UL and CSA approved 9) _J 1 IVI F, Dq S H 0 N, S (60 mm)O.D is welded at range of 16 standard colors.This unique OR* Duplex receptacle one end to an aluminum 20,500 LAMP LUMENS 20.5DO LAMP LUMENS L 0 luminaire ballast-adaptor, to coating of thermosetting polyester resins (120 volts only) S AVG MAX H W S AVG MAX H W U ■ 3! 3.os provides a highly-durable UV-resistant GFI* Duplex receptacle with F.C. FC. F.C. FC. B096 BORIO BORIOT 31.5' 18.0, and at the other end to the exterior finish as per ASTM 137. ground fault interrupter (includes miegrai arm; side of a 4"-round 1102 mm) 8 1 24.6 45.91 13 10 8 17.9 45.9 17 16 Lumirtal coaungs are specially formulated pole-top adaptor. ed (120 volts orrhy) 14,1 for outstanding saft-spray resistance PH Photoelectric cell 10 15.8 29.8 17 14 10 11.7 29.81 22 20 FS Lumina re irdegrated two, An angled aluminum rod according to ASTM 8 117 standards. ILS. Wattage B01116/11111OR1101/11BORICT 16 Standard Colors Available is welded to the horizontal Provision for loudspeaker outlet 0 ICS v max 6.5' so at .0, The specially-formulated textured(TX)or arm and the vertical pole- 12 11.2 20.6 20 18 12 81 206 26 24 Round borosilucate refractor Variable haight from 15'(3180-) All surfaces are chemically treated using BA* Banner arrn 70 MH non-boxitured Lumrtal powder cost is W 11..5' top mounting. 6 to4F(lano-1,in 1*(25 axim) a four-step(aluminum)or seven-step IP Interior paint(pots only, 28 22 16 11.5 35 100 MH FIRS: Symmetrical 0/1 available in a range of 16 standard A CN4-OV version is avail- 1.83 1 & 1 Is OPS colors.This unique coating of thermoset- rtmonts (steel)process prior to painting.Consult - RR3: Asymmetrical(III) Ting polyester resins provides a highly- Boost a nornoto up to 24'roift consult facto,ry for applicable poles) able that can accommo- Lumec for complete specifications. 20 2.9 75 so NPS RR3D:Asymmetrical(111)with deflector durable W-resistant exterior finish H15 15'(380 mm) hoWx date up to 2 ballasts of LBC Optional base cover 70 HPS HO 48'0 220 mm)max.jw9rr 175W,consult factory. 4 SCL Special Color(liquid) -_100 Hps Lumidal costrigs are specially formulated BCL* Bollard head on concrete beset Consult factory for feastbdity writ for outstanding so It.spray resistance SCP Special Color(powder) cast-aluminum shaifts. 175 W METAL HALIDE 175 W METAL HALIDE HORIZONTAL FLOOD B117 stranderas,and DE' Pole buried in the ground according to ASTM excellent humidity resistance as per CN5 Provide a 4'(102 mm)square color chip. 15,000 LAMP LUMENS 15,000 LAMP LUMENS The BOFK-BOR10"i and BORICT"' BHO* Safford head only A 180"section of bent The optical system of choice bollard series accommodates H.1 D,or ASTM 02247 testing procedures DR Duptex receptacle(120 Yoft ority) 2 It is possible to order smaller minimal (replace standard ba;se cover) S AVG MAX H W S AVG MAX H W for wide distributions from a incandescent lamps up to 100 W Aft surfaces are chernically treated us ng Gq Duplex receptacle with giround extruded aluminum 2 3/8" F.C. F.C. F.C. F.C. p E.P.A. (SO.FT.) 1111 061 quantities of powder paint at a pre- relatively short setback...6to a four-sup Jaluminuml or seven stop fault interrupter(120 volts;only) f60 mm)O.D.is mechani- 1 The UL or CSA-recognized CWA-type latest process prior to pairming Corm;ft mium.Your representative will be able 6 1 31.9 55.91 10 1 8 6 22.2 1 55,9 12 1 14 20 feet. Typical applications ballast features a-30F(-34C')lamp- Lumoc for complete specifications. PH Fnmeiectnc colt 1-way-1.2 tally assembled to two Ak!h� i I 2-way-2.4 cast aluminum side ole to tell you if a powder coat paint can include wide signs, facades, StAnIng COPIC11y.111 power hlCtOrul`90% LS Priovision for krudspeaker outrat it be developed for your project. 8 17.8 1 31.4 13 12 8 12.7 31.4 16 18 or better and a regulation of lamp wrnin SCL Special Color fliquid) IP interior painting of pole I indirect uplighting or small ,I r 4-way-3.2 adaptors,which are in 0%of rated input voltage.HIPS ballasts SCIP Special Color liffivi F= operate within ANISI trapezoidal limits Provide a 4'(102 man)square color chip. VP Vancelproof screws Please note that where quantities do 10 11.5 20.1 16 16 10 8.4 20.1 1 20 22 Consult factory for don its turn mechanically assem- APA4 APR4 SMIS R80 I LIBCI LIBC2 UB(lC3 LBC4C LIBC9 area downlighting where a bled to the side of a pole. &LBC2 &TBC1 t it Lumec reserves the LBC4S The •ballast is integrated in the It is possible to order smaller minimal not warrant limited forward throw is bollard's pole quentfues of powder point for a Oi rightto use an oven-cured liquid 12 7.9 14.0 19 20 12 1 5.6 14.0 25 required.Application guid-e Premium Your representative will be 24 polyurethane finish. -- lines are found on pages able to tell you if a powder cost point 5r a 5.0 11 32 1 20 11 20 5.0 41 [44 can be developed for your project BC 63/4' BC 6 314' 8C:101? BIC 12 Irr 10, 11 and 17SSSS P 71 man) 1171 niml (257 mm) 1318 mm) For approximate titimunancin"is, For approximate iflurnination Wets, Pleas:note that where quantities do the kolowng multipliers may be used the lollonving mullitoners may be used. not w rrant rt,Lumoc reserves the 150 MH-9 70 MH-31 right to use in oven-cured liquid I i 100 MH57 50 MH-.23 50 MH-9 70 MH37 polyurethane finish. iDO MH-57 50 MH-.23 0 Z C5 T 1410 own ateeli 6 se U� PROPOSED HAYBALts/sflLTAfi6N FENCE (TYP.) - - - - - - - - - - - - - - - - - - - - - - - 1 7 PROPOSED S.S. f;f�jAY6�Lft/Ek(�fION 90' CALC. (10,".92 PLAN) FENCE (TYP.) Q) • Q) PROP. 12' 'i'llill D"K At E: Ln16 I VERSA-LAK WALL QI!I1 :N1T II II EASEME D 2 H.C. ZIA C) > F.F. ELEV. F_ 9 4.5 / .. . xr. _ _ , _ ,N _ - Z F UU � D LQ C)!Z C. POOL N.iz 'In (10) j '� 1 LAJ� 130 0 Itt- cc 0 F.F. ELEV. i3 3 U.1 94.5 0 0io F.F. ELEV. �Jl 0, _J 4 �t > +� 95.0 0) 11 PLANNING BOA me LIJ 0 LL: APPROVED Z EMERGENCY F.F. ELEV. GENERATOR F.F. ELEV. > 95.5 (SEE DETAIL) 94.0 SITE PLAN Qca N G CL (3) T 0 TIR ZONE----- JD0, sli L Q (10 a. r---- I-- ---------- 1 H.C. Tftkx H.C. or 14 BB N 373�_20- LIGHTING PLAN 1313 VERSA-LOK WALL, Q) (430 L.F.±) Date: Drawn By. 3/2/00 (PUBLIC VARIABLE WIDTH) smia Checked By. FIRST STREET AS NOTED LOT 3 LCC 21246C Sheet SCALE: 1' 40'-0' 9 A 0 20 40' 80' 120' 16 6.1 11.6 20 4.0 7.5 4 U N W Z QZQ .i a o z J V z Z N< � In tPRE-CAST CONCRETE GAP; , N LIGHT SANDBLAST FINISH. ` In W W W ;p I" ENTRY SIGN PIER O = 0. a5 ' STONE VENEER W-O" - q" ANGE R 0 Q R I D G E S I D E Z 0 = = MATERIALS VARY, SEE MATERIALS o� o o W It %o z 5 z APARTMENTS PLAN. GRADING PARIES AT PAYING J W o z cli PAINTED WOODEN ENTRY SIGN: SEE GRADING PLAN. HOLD GRADE 5/4" CHAMFERs502 FOR PLANTING OR LAWN 1/2" BELOH SEE DETAIL FOR ATTACHMENT. TOP OF CURB 2 511 a U SEE PLANS FOR PLANTING. I" REVEAL AT GUTTER LINE o Q FINISHED GRADE - SEE PLANS. m MATERIALS VARY, c • .g..,.:;. '' :-:' : . � SEE MATERIALS PLAN77 . m SUBMIT SHOP DRAWINGS FOR CONNECTION NOTE: CONTRACTOR TO SUBMIT SHOP' DRAWINGS PRIOR TO FABRICATION OFF CURB PRECAST CONCRETE CURS SEE a SPECS. BUTT ALL JO I NTS WOOD 51 ON AND PIERS. ", CONCRETE _ - 'A.. II • CRADLE DOWEL, #4 RE II I =) I — - BAR EACH SECTION y.. .. ; '. ZERO SLUMP I I I I I I I = COMPACTED DENISE GRADED 4 1=1 II, ,,El I CRUSHED 5TONE F CONTINUOUS i i I 1 I SETTING 6 CONCRETE CRADLE BEDROCK COMPACTED SUBGRADE Z 6" THICK 5,000 P51 ZERO SUMP W ALTERNATE FOOTING IN AREAS CONCRETE FOOTING - m WITH LESS THAN 2' TO BEDROCK o Z ELEVATION OF ENTR** ' SION SLOFED Co.ONC.,,RETE CoURE3 C!) SCALE: 5/4" = 1'_0" 50ALE: 5/4" = 1'_0" ui U z _ � o F- z EXISTING, RESET, OR NEW GRANITE W W CURB, SEE PLAN TRANSITION CURB, SETTING SIMILAR TO MOUNTABLE GRANITE CURB, SEE O 12 MOUNTABLE GRANITE CURB c/) > W 00 z 0 Q. H 5" CHAMFER, SIMILAR TO CL Q TRANSITION FROM CHAMFER TPL AN N I N G BOARD VERTICAL GRANITE CURB ® 4Title: ANGLE APPROVED SITE: PLAN DETAILS Date: Drawn By, 3/2/00 AXoN0l'--*lETRlG VIEN OF SLOFEE� GONGRETE GURU Scab: Checked By ' SCALE: 1" = 1'-0" AS NOTED Sheet V N w z z IL � z a v � z Z Za — N � r LLJ F. x Q U V Q O (/I to N W Q z z z Z W a Oa x U J z = Q z w z O a � � Q U 0 3 N GG o o w / O J W U U Z � O w N3 ' � J VLJ A s o 000000 000/ Z I O ei N W D C2 O t7f S m O L Z jl± 00000 • swoop Oro All ft �� ! ■�■e &00000 � V . 00' '� Z �-- ,„ Wk M • ,• • r0 tv , t -• ti .. •• . toow �'� • • c4b �L h v o ciluu � O Ll.! i A0` Z (moo" 9 D f 0 cc lop) i PLANNING BOARD APPROVED S 1 - AN Date; Drawn By, 3/2/00 Scala Checked By. AS NOTED Sheet L.� _ lop R } { . _ a PHALT IN ,r SOLID VINYL WINDOW _ GUT-TER ANDDOWNSPOUTS , NOEr ... - _ gas . a .. LL- GOP • • . 1119191 11 lit, , r- s • • • • I No ! slow 117 f f L • • • • • ff • • r'T r ' l • M 1 . • • �• • PANNING BOARD APPROVED _. -- ------ SITE PLAN -EXTERIOR SIDING - VINYL SHIN LE R FRONT ELEVATION 7/23/99 e% THE MARTIN ARCHITECTURAL GROUP • 240 North 22n-d Street, Philadelphia. Pennsylvania 191 03 ------ - __ ARCHITECTS AND LAND PLANNERS 132'-0 f 32I-0" z�I�O" 401 " {. mom r 1��ttF'�+� pl►aoN M. �nR.00M�l . M• � 1� oM L1Vt _ j�►x1-4 0I2XI 1 LO r A1'� 4 JC.1 A Lm C T UNIT B 716 SF UNIT 'A � _ + UNIT. D 1156 F , } Own smomon- Will IAN C= Kra. UNIT A 700S ' o tet- �t'Ait✓ � . ... Uf�1T-'B - - _. LZ��ogT•� LNltjq 17w 4- M114UNIT D oo Y4 N LNqj(4 Ilx$ ISXIto 13x17 13x15 _.-UNIT--C 1152 SF �o _o qn m PIRST. FLOOR...AND....SECOND .FLOOR _j P I ' inx�Z. I• �C1� �r ►1° 14 l4 Azo UNIT E 1410 SF UNIT F 1445 SF PLAt4mNG BOARD THi.�O FLOOR _ APPROVED 4w 40M SITE: PLAN r . 1�xt� � 13Xlto UNIT E UNIT F. $ Z r m t6rl) 2 12x117.Yl & IS FOURTH FLOOR FLOOR PLAN gplillillillpillim 7/23/99 Who- THE MAR'T'IN ARCHITECTURAL GROUP • 240 North 22nd Street, Philadelphia. Pennsylviinia 19103 215.661s. 10130 • ARCHITE:C"I-S AND LAND PLANNERS CORC0,0MAN COMPAN"'v" r -- R � DG, ES � DE APART �IiE � TS T L ,E�l SALEM , MA DECEMBER 27 , 1999 REVI23 , 2000 wln. INDEX OF DRAWINGS SL SCHOOL ' SHEET -No. TITLE Ole MUNICIPAL GOLF �E i ;1 COVER SHEET 2 !, EXISTING CONDITIONS PLAN 3 SITE PLAN 4 LAYOUT PLAN ,� � �- 5—$ SITE DETAILS HIGHLAND ;� °�` 7 SEWAGE PUMP STATION AND / --- GENERATOR SET DETAILS 8 LANDSCAPE PLAN LOCUS MSP g LANDSCAPE SECTION & ELEVATION 9A LIGHTING PLAN 1000 0 500 1000 2000 913 CURB & SIGN DETAILS cenaeIc scare 9C SECTIONS 10 ARCHITECTURAL ELEVATION & MATERIALS 11 BUILDING FOOTPRINT w/DIMENSIONS PLANNING BOARC PPROVE AS re Pi.n.D i CIVIL ENGINEER SURVEYOR : OWNER/APPLICANT: ARCHITECT ( BUILDING) : 1ANDSCAPE ARCHITECT H .W. MOORE ASSOCIATES, INC. HARRY R . FELDMAN , INC. AUTUMN/CORCORAN THE MARTIN ARCHITECTURAL GROUP CAROL R . JOHNSON ASSOCIATES 112 SHAWMUT AVENUE 112 SHAWMUT AVENUE 100 GRANDVIEW ROAD 240 NORTH 22nd STREET 1100 MASSACHUSETTS AVENUE BOSTON, MA 02118 BOSTON , MA 02118 SUITE 324 PHILADELPHIA, PA 19103 CAMBRIDGE, MA 02138 TEL: (617)357- 8145 TEL: (617)357 -9740 BRAINTREE, MA 02184 TEL: (215) 665- 1080 TEL: (617)868- 6115 TEL: (781 )849 -7505 1945covr.dwg 3-29-00 9123,46 atm EST � I N/F NEW ENGLAND POWER �- wF_ A2,$ 8�. J WF-A21 G RDa CONC 8 ---- - - `90 - WF-AGO 12"RCP - _� jxWATF LOCATi.'it: WF-A 19 OUTFALL - OF STREAM sz -- WF-A 18. -L - Will I WF-A17 -- _ - 94 WF-A116 - EOB - WF A15 y<. S • CLF s\.�� ry :� - .35.24839' E A0.33.90'�'GALC (1033 92 •�! B,1T CONC `� Q . ZONE RC 78 WF-A 1". •GONG WALLS 's ---- _ �- WF-A2 , .� }1y of 80.9' 93 51CONC33.34 9 .24 80 _WF-A 12 _� - Z .- _ 5 - E34.0 y. o • • 82\ UNREGISTERED LAND - �DH FND/HLO 91 d, aL6 s, \ - WF-010 WF,A9 RK __�_4�1a 3/� ZONE B-2 ZONE LINE WF A11 4 C sa 5. - - LAJ .. � \ ENr � • ' B AREA-29 921 Q. R- .51 9,570 R-. q3;�3 93.449 3..0 �`'� B 78 _40 WF-A5 i T \ ` 60LLARDS' s15 J 8o WF-A8 0.687 ACRE. po WF-A4 �O 96.6 V 1 93 7' P / ro 884 ��__-- WF-A7 ✓ �so - sc 96.8-6-" 03 "W LL 88 ONC ':�-: -A6 WF-A5 8r 1 �� m 79.0 A 92-__ pp POB MHB FND/HLD 9.0" - ss__ \� s..a a4 :. 4± I EN'T 205 -__ �4 _ LED s 86 ;F 929 FIELD ENra. : \ �ci N S7-ONE---- a 1 STORY BRICK - '"' 86 � o O 97., \ 9Z WALL { w ' CP oo 9 94 Of N/F FIRST FLOOR ELEVATION 97.90 l OUT 88 Z r 702 9 ENT CLF =90.i ` �J ,Q0 910 LEDGEMERE , TOTAL LOT ARBA - C� r n BIT CONC \ Z7Z, 167 SQ.FT 90 9°.s \ J/ ..' roe ,t • _ k 1�z CONDOMINIUM sHRues CORPOPATION LOADING ^ �` \ 9 " 3 7897 391 DOCKS �'/ °j/ U 6 o � 1 t 0 0 105.1 I _ 1 s 4 0.2 97.53 t �' 0 � � p�j \ 9 -a 112�� \� 107.1 R Q_ F'� S 0294.4- 114 107.6 9t 40 s 10 p� 2GREASE w V 9. 6' 114 / N•� R 1=,94.4.40 rR4P 9-' O O v3.s �� 70`; REGISTiERED LAND ° x �� ` ' is LEDGE i m 0 1171.4' 95.-: y LOT 4 WF-E1 N 0 43 LCC 2 i 246C d- .� / 7 8 1 4 �O s 0 2 6 °" ,z. 0 ZONE R-3 e LEDGE �� 2 6 �' O 1Zo / t Oo° F LOADING AREA = 242,246 1 ',, 105.4 9e Z o- - --- DOCKS doe 6.24'8 ACRES ,oe / 1064 '00 999 Q ENr ti 94 q °02 \q 90 <' u. ,z.o' 95.7 � m R= f 96 r(V r 4.41 � 96 06 99. I ,o T ro O o` y, 104 ��0� ATO'W LINE WF-B4 Z _ t 9440 9602 96.05 _[,., L O 03.1 102-� 0' 7 �0. 1. 5 x c� 0, h BIT CONC 1 / 9�.c 9 94 v. 3 98 100 101.7 96 V MH k \/ \ ~� .01 X10.6 LE DETAIL A„ 1 1.7 oo - r, X01 . 1,02 rct- R=95.14 R 95.33 ?;.r ' 4 � - 103 1= .8 CLF ON 1. :k'! - 0 100 t° 0 J.56 B/TW4L 102.3 104. , CONC WALL [ P R= 9 7794 K 95 c,Ew OH/FND 04 a - TBM 2 ss. 98 6Bw r CLF (D r=9a7 _ 1'1'ti EE DETAIL 'B"� - - SRf�noN lz w B 1 _ 0 3 75 ' X T 4 3 -4- !03.91 5 -� R- T to UTILITY � cy T b �� R=1012"w 10- 7.87- '--11'b' 12'RR�.- --. - _. 101.20 IU0.6f - 40 �, , ,. U,.n sQo T �,9- t5� -- R-101 Y R=101.50 =703.I6 t 04.69 CONNECTION o n H 101. 102.19 102.50 R-7 7.81 -'- -.- ------� i =103 30 "5 a RECORD a\ N Q 9 r=93.7 ---- R-10 f 69 1=94+.'jJ 3 r -a.` 1Z w !2 7PFC - R h 1 nd.25 a 1 3.i.3 t 3 t ql r iu �cr-- is s --- _ =ss.i U r� N SEE DETAIL "C 101.74 100.88 1=s4i.8 S I- 4 /\. 7J 1.7 15 s _ - -- r5'S ---__ 103.41 p 195.4 _�--- � /// =701 97 , � 1 e J ;-n'' it I oo \ I=95.R-103.7 LNR£CTION 104 4" \ H �• u a R=+^1'z�$ BIT C(NC 110 17 Ti 9 103 69 cj OZ. t.TO 10296 10'. I Y/ 0oJ' (REC) MH (REG) MH L FIRST (PUBLIC VARIABLE WIDTH) STREET =97.0 LOT 3 LCC 21246C R=103 44 ! O= i NOTES: 1) BENCHMARK INFORMATION: LEGEND: \ V \ FRAMING NAIL SET IN SOUTHERLY FACE OF & SEWER MANHOLE SHRUB \ DETAIL "C " U.P # T 330/2 AT MARLBOROUGH & ORLEANS STREET 0 DRAIN MANHOLE DETAIL "A NOT TO SCALE ELEVATION = 141. 74 SALEM CITY BASE T O ENT ENTRANCE DETAIL "B" TELEPHONE MANHOLE TO :SCALE SB/DH FND N/F NOW OR FORMERLY QMH MANHOLE / 0 NOT TO SCALE .22 2) ® OBSERVATION WELL SB/DH FND TEMPORARY BENCH MARKS SET: `t GAS SHUT Oi F Nj 'c WATER SHUT OFF TBM TEMPORARY BENCH MARK �-PROPOSED ROUNDING 1 23 SB/DH FND `, o� TBM 1 TOP OF PK, TRAVERSE POINT # 2 AS SHOWN ❑ CATCH BASIN BB BIT BERM �(1.44 I 09 ECS v R=25.00 -� __ w L=38.84 U� ON PLAN ELEVATION =96.56 SALEM CITY BASE 0 LIGHT POLE TC TOP OF CURB �� ct 4=89-00-25 rajUTILITY POLE Bc eorroM of CURB �, !N - PLANNING BOARD TBM 2 TOP OF SB, TRAVERSE POINT # 3 AS SHOWN Ht DRANT N.V.P. NO VISIBLE PIPES ,!" APPROVED ON PLAN ELEVATION = 102.03 SALEM CITY BASE -� SIGN BW BOTTOM OF WALL �. O ELECTRIC HANDHOLE TW TOP OF WALL SEE NOTE 5 SITE PLAN 3 ELEVATIONS REFER TO SALEM CITY BASE BOLLARD T.O.W. TOP OF WATER 4) CONTOUR INTERVAL EQUALS (2) FOOT. I= INVERT ELEVATION T.O.D. TOP OF DEBRIS R= RIM ELEVATION FOD FULL OF DEBRIS T. TOP FOW FULL OF WATER 5) PROPOSED ROUNDING SHOWN ON PLAN RECORDED B. BOTTOM WF-## WETLAND FLAG NUMBER IN PLAN BOOK 123 PLAN 25 BIT. BITUMINOUS . WETLAND FLAG CONC. CONCRETE DH DRILL HOLE 6) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD FGC FLUSH GRANITE CURB FND/HLD FOUND & HELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS VGC VERTICAL GRANITE CURB III r IB MASS HIGHWAY BOUND RIDGESIDE APARTMENTS OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED SGC SLOPED GRANITE CURB 1(,B STONE BOUND SALEM MA FROM THE AFOREMENTIONED RECORD PLANS AND ARE APPROXIMATE ONLY. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER CC CONCRETE CURB �1P CORRUGATED METAL PIPE UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED AND CLF CHAIN LINK FENCE - u u GUARD RAIL THE ACTUAL LOCATION OF SUB-SURFACE STRUCTURES SHOULD EOB EDGE of BIT x FENCE EXISTING CONDITIONS P BE DETERMINED IN THE FIELD. CALL, TOLL-FREE, THE DIG SAFE CB CATCH BASIN - 5 SEWER CALL CENTER AT 1 -800-322-4844 SEVENTY-TWO HOURS PRIOR MH MANHOLE D DRAIN TO EXCAVATION. POB POINT OF BE(--'/NN/NG OHW- OVER HEAD WIRE 12-27-99 CALC CALCULATED W WATER - H .W. MOORE ASSOCIATES, INC. DATE. G GAs ENGINEERS & PLANNERS SCALE: 1 "=40' 7) WETLAND FLAGS PLACED BY OTHERS. Bsw BACK OF SILL WALK T - _ _ TELEPHONE ISSUE DATE DESCRIPTION BY CHKD. 1 APP. BOSTON, MASS. SHEET 2 OF 11 1845exist,dwg 12-23-99 1058:30 am EST