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205 HIGHLAND AVENUE - ZONING (2) HAWTHORNE COMMONS HIGHLAND AVE. SPR I V6 JO'S )Sv ty-�'�Ivr- CITY OF nALEM, MA ILERW, 11FICE Citv of "Z)alefli' _ffla5ndju!gettE� Planning �3aarb (One -*aleni Oreen 2001 MAR 19 p 1: 0 1 Amended Decision Site Plan Review March 1, 2001 Rid"eside Apartments, LLC C o AuN'. Joseph Correnti Scrai-Int, Serafini, Darling and Correnti, LLP 63 Federal Street Salem. MA 01970 RE: Amendment Hawthom 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 \oted 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 l'ornier Vincent's Potato Chip plant currently located on the site and the construction of five InUlli-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 sitc. The property will have the parking for 180 vehicles on site. The Amended Site Plan iliClUdes 2 uaral'e units located on site. One garage unit located at the far north comer of the site, X\ ill house 12 vehicles and the other unit, located at the far cast center, will house 8.There will also hc a compactor and recycle area located to the far south comer of the site, replacing the klU111pStC1-S that were originally appro%Cd. g ThC Public Flearin, Was C011611LIC(l tO Nia rch 2. 1-000 and March 16, 2000 and closed On March I()� 2000. Fhe approval is SUbJCCt tO tll�: 10110\%111��' C011ditiOlIS: One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 -------------- March 1. 2001 - 2 1. Conformance with the Plan Work shall conform with the set of plans entitled, "Ridg-eside Apartments, Site Development Plans, Salem, MA", sheets 1-11, prepared by H.W. Moore Associates, Inc. dated December 27, 1999, last rcN ised March -23). 2000. Amended Plans: "Hawthorne C0111111011s. Site Plun. Salem. MA", Sheet 3) of 11, prepared by H.W. Moore Associates. Inc. Date 'November 23. 1999, last revised March 6, 2001. "Salem Apartinents Garage Buildings-, J-M. Corcoran & Co., 8 Units Building Shown; 16 Unit BUildim, Similar. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed 11ccessary 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 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a ininii-nuin of' 1'."' 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 PlanniWBoard 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. Garage Elevation a. Both the 8 and the 12 car units Sh�dl conform with the elevation entitled "Salem Apartments Garage Buildings". The elevation is attached to the decision. signage ,1. I'loposed signauc shall be re% ic%�cd and approved by the City Planner and the Sign Rc6c%� Committee. 1). 1 Ile located at OIL: `1`111L:L� (" tllc site shall Ile c0lstiticted ol'\vood with car%cd Amendment Hawthorne Commons (formerly Ridgeside Apartments) March 1, 2001 - 3 lettering. 6. Lighting a. Lightim, shall be installed as sho\�11 oil the approved plan. b. No livht shall cast a -lare 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 ofa building- pennit. d. After installation, lig-liting shall be revicN\ed 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 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 ovemight at the site, must be located completely on the site and not on First Street or Highland Avenue. 1). Clerk of the Works A Clerk ofthe Works shall be provided by the City, at the applicant, his Successors or assi.-ris' expense, as is deerned ricecssary by the City Planner. Amendment Hawthorne Cormnons (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, -round 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'/2 inches of pavement. b. The applicant, his Successors, or assigns shall lay vertical granite Curbing along the parcels' First Street frontagge front the comer of First Street and Highland A%enue to the First Amendment Hawthorne Commons(formerly Ridgeside Apartments) March 1, 2001 - 5 Street entrance way to the site, as shown on the approved site plan. In addition, vertical guranite Curbing shall be laid for approximately three feet after the First Street entranceway to tile site. 18. As-built Plans As-bUilt plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Eng-ineering Department prior to the issuance of the final Certificate Of Occupancy. 19. Violations Violations of any condition shall result in revocation of this perinit by the Planning Board, unless tile 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. Walter B Power, III CAL Chairman CORCOPM- -& Co. 899.9 G&"(I DUHDMCA ;-14 um �Amfi`&Q ",Dw .............. LL it L LEGEND PROPOSED CONDITIONS 52 INTERMEDIATE CONTOUR ---FM--- FORCE MAIN 50 INDEX CONTOUR • SEWER MANHOLE 95x5 SPOT GRADE W WATER LINE VGC VERTICAL GRANITE CURB t FIRE HYDRANT BB BITUMINOUS CONCRETE BERM -mq GATE VALVE & TEE PRECAST CONCRETE CURB CONCRETE WALK ENTRANCE CORRIDOR ---D- - - DRAIN LINE - - - " GUARDRAIL _ OVERLAY DISTRICT _ ■ CATCH BASIN ------- EROSION CONTROL BARRIER 150' FROM CENTERLINE O DRAIN MANHOLE VERSA-LOK WALL OF HIGHLAND AVENUE N/F 1101 FLARED END SECTION w/RIP-RAP SIGN NEW ENGLAND POWER DW(\O" DRY WELL o• LIGHT POLE - -S- SEWER LINE S.S. SNOW STORAGE s - I L.I.p LEACHING INLET o-r- FENCE aT TRANSFORMER LIMIT OF REINFORCED cns TURF SYSTEM ,F 12 GAS METERS A24 O R1Ck;le�pi4_ B EXISTING PAVEMENT `a elef - - A1- -1 TO BE REMOVED PROPOSED _ E.M. 24 ELECTRIC METERS L ARDFAYL, 9, 18 9-; �;e4 ,\ L- HAYBALES SILTATION 8s 81.7 612" T r _ - � F_ENCE (TYP.) CONC - WF AL2 APPROXIMATE LOC 12 ATION x1.m "RCP : WF Al OUTFALL OF STREAMas --8 .5 WF-A 18 F 9,7 WF-A 16 7 - - 77.8 {�.. WF-A17 I 96.30 96. f�9} 9 93 21 _ �-A- WF-A 15 _-� - MI EOB S 35 24 39" E PROPOSED 0 92.07 92.53 s -76.9 10`33'90' (1033.92 PLAN) HAYBALES/SILTATION T I 95.32 x 4.86 �C. VERSA-LOK WALL �_ ■ 92 G w - W W rr �A•- `, , • s�2 s2 6 btF FENCE (TYP.) 12 ° g W 12' ►R •lam�� 2 9 .a ► . _ _ A 14 6 F-A 1 ONE RC REMOVE THIS a r • �?sa ;\, -•-_._N= R-1- WIDE- 78 VERSA-LOK WALL WF-A 17 .s SECTION OF - \ �� �- _ DRAINAG 80 'su F_ '�_.� _ _ /-DH FND/HLD CURB HIGH 93.51 /C9 . 82 _ _ UNRE IS EKED L s2 e4 1 ,95 _ m c :-_�� EASEMENT- - - _ MOUNTABLE +-►..-_. ---Bg _A1 --- ZONE B- ZONE LINE 5 1 �► g WF A 1 o w�.8 s RK 4 �3 7 442.- *, tl s1.6 FOD MH W __.._ ._.----- _ - - j•,' •. { O o 91•b 14 9b6 9 94. 59 -3 DMH_ ''` 5 - --- .,� AREA 29,921 SQ.FT. i W „ X12�2 H.C. 373 92 - MH' s e��►` WF-All� 78-- - ---•__ -0 o WF 14 s1s \ NT 93.70R3� 2 - 19 / R� ao - 0 687 ACRES 75. Do NOT R= .51 1 L7R - -- ---- - A2-1 ^7 T __`82 _ WF A8 O 8, ENTER 10 � 1 0 1 GAS6.3,-- __86 O 00 /-9 7 93.77 �2- _ c y -_ _ -84 _ 7 cp w, '-x O 96 \ 54.6' - 8,. COC NP/ oDs - __ ssi - ._ --- . . `-.�: T �G A6 WF-AS er .- 8 RD x - `8g - 8 _ 3 -6-G-- _' r, F.F. ESV. -_ WAL A2-3-2 4 �$•D 93 -fit ♦� O - r 9.0 - GA s FRE - W 96 »RD �_ -9•t.J I r Y) ( q15 �- 8.9 � - _ rx - - 82.4 84- O -- -- -- - -__ _ h 1 ll C� 7 / g - -- -- - N 7.6 O - ? 1 v,797.0 EN 1 - ' LI. M TI - Dw_ .. �, s�s 5 5 9 --mss -- - - - _ m _ 90 __ o r I STOR BIC' ; DMH - 1 __ 0 0 X98. 48' R5T OOR ELEVATION = 7.9:)"L 1 l A2-3-2 O }- ` - _ FIRE M�- f _ _� r'_ ,_ `� 2 _ N/F N � 1 •7 A2-5 .Ox ,r es - � _ - _ �'e .e' - _ _ 946 t A2-4 x2 _ - - ` y - ...,` _98.1' 970� � N Lr! W ° I ' I 1. rh 1 99g rn rnrn 1 A2-5-1 , � p 87.2 , 1 , ---- Z W �p -- _ __. Jam__ "' 100 i'" �- -4 x KtLOL"ATE - _ z _ r LEDGEMERE � ) '.09 - X D` --- 93.88GLF M RCP 0.7 ' 6 I f `''} 01.1 N=u 10 ~� ~ "`rte _ ` - �� _ ��' 7! - i I _ CONDOMINIUM T TAL LOT AREA __ o;o� _. __._ - 1t7 100.9. •r� '�.. - - to __ _ ----- - _�• � , b i FlL p272, 167 SQ.F7 4,` , I o.s '� {•+..,_ A1,-1 � � w - - � a'' - - _ _ le�� - _ -� _ �� ( 103.6 10?� � I I '� ' CO ►') rZz AH B F.F.FELM 8»RD 93.1 FIRE ! C9 °' o� �� \ �� °q .� C N q fo SMH C -_ _ - ORPOPATIO 4' HIGH WIRE pQ� } R=97. 9❑ F.F. ELEV. L = 945 I23-X 5 - Al-2 m3 110 ` _ -- 1 r_.-__' 0 105.1 \ C i 7897/391 a V 4.02 OC S �yJ O DOMESTIC y- ) , 13 \ 107.2 W �•- MESH FENCE T W Z - 9 x - \ J o 00.2 . _ N 0 11 94.0 01 !i (7 O F 1 T 5 / 9 0 102.6 F- ¢ " }� coy a" CB - 95.0 t� i;I� I w - 11a- <o Q 3 oo I o� DMH �,k Al-6-1 DOMESTIC o2 4. gb + fl ; O I 9 '�, / o o -172rr" �.-- 115.7! ,/ \ I0a�.2-- n 06 o° �1-6 9 94.8 DW FIRE �- 9 I LL L.I. ( 114. /f %, f 1 A2-5-2 FIRE �, V 93. 9 15 U s / 7 / v 2 ) I \ " DOMESTI R=95 GRE E --RI GISTERED LAND I L•: 2 <•, - �' / ! ss LEDGE 3' O t .1 � �' �a ° 98.33 T 69.6 8 RD LOT 4 ' / % % � I C� n � x o; A2-5- 131.4' C 1 4 C - RD Y Q 7 10 - CQ a U �;'. I i i 6.43 5. =®.33 L RGEN 2 62416 Al .t., F-C9 �� 94.7 r i' 1 1/8.8116 T'146" 1f}9?//:, // JOO, - 10b' Q13-i ° _ [1� F.F. ELE1/. x 9 LO R-. rn > \ F.F. ELG♦. 3 INE T c . OI /` r` 94 11b % : 1 102 3 o O 95.5 / (SEE E Q = 94. ob,' r' ,o L 111 =_' , 2.s. �♦ ; �trc �, 105.4, tog 96.04 9 CB _ .r �. J /, 1112.8 r 8 q . .� `� LOADING +R 4x cas a I �i o�( fi4- j �U6 ._, _�!_-, \\ 0� 2 20N£ 99g rnWF BZ rn ------ DOCKS U`in C Al-3 i + , 11 - i9= ''` -_-_ _ \� 90 rn o � SsFNT 3 5 99 9 T 95 MH 1 h 9 g5 /I8.5 0 toe' S.S. 1 1 9e 9,9' 8 T 9 - I I = RF _ U rn ❑ i9 / Al 8 106 rn GAS yt ❑ ❑ M. GAS O, -.- 9gb ss.3 3 WF-B Z m R= 5 9 x5 102 1 90 �j;, cV .7 o � Q CB I 0 x i X 1- g6 �i s.1 -. i�1>90`' 1, - "--+ COMPACTOR PAD so.s WF-B4 q� Lb to ° 13 u-4 2 I S.S. 1 10 104 _ O� ti T I JW -- - - 102---- A Via" -.��' / .�0� R101.7 �- Tm v o �- 4 DMH • 15"D Bre ------- - --15 -- -------- - 13 - - H DMH-- - 10 0� °j - i1 1cJ�1( 9 -- --- s �` *� N - -- "D- ��-D� -- J DMH 95x--) ..- ' NGc=� H 9 Al-9 DMH - � -/ 0.4 . _ 9y u > ^� � � I �95.42 B , pMH �, f1 no N6-� .V Al-1 1�1 Al-10 0 0 9c '� - V ° of Al-4 3 s h MH� // A to ,� ' ,o oz.6 �3 D. o 000 Ma I o, 9 .0/ Al-4-1 �' - Al=3A\\ A� SMH D VI SMH E s •� - 1 / 2 - A" 1 R ® VJ3 \ Op - ~A 2 c4" - 14 -- - 104.10 1 . WgLKD�E 9715 CB 10q'Og 103.56 103.09 10301 BfT 103,312 �T A 1 1 1 02s8 LF 0 1. 1= 12 I 4. 8 14 D H o2.o. s 0 AL �o Al, F D BW 10 0 6� °� o _ -� 1 a.67 a:olw 3x5 97x0 WALF_�- low. - _ no4, -12-W--- ---,- BW ., i-',�i T04�;r--- t•1. BB - \ S'QFc �O B - -- -- -- -- - - _ 4 4�=�- _ '445.. R=71Q�.R4 i,of 7 103.75 GATE • / - iC3 10323 01.73 B .44 102.67 TC i 101`12 0 -- X 10 .i8 o - i .91 _12'w Oq SIGNAGE T ,O 9 ��' DR=101. 12 RPC 102.27 101.80 100.66 - 6 ry R=14.50 1 4 -R=103.30 - - - -- RECORD GONNEC110N 1\ (� Nm 12'W 101.20 R=101.•410 MH ; Al-11-1 IIR �S 16 104:'5 104.69 i5 10 -_.- ;,; 10333 �: CB BB a N R=1 z.al __ = QD 10 6s 1=9 D 1=9 -uw 127rPc ---- _ a lo3.a 04 > E UEIAIL 101. 15,5 I-99.1 D 103. o H Q 102.19 102.50 r S 15�- -- \x s"s - 103.41 " 1.95.9 _-�' 104.48 5 ^ SE Q 1'936 I=93.7 102.30 101.74 100.$8 I=94.8 S 1=94.9 a 101.; 1=95.6 S-FIELD DIRECTION 4 VERSA-LOK WALL SEWAGE PUMP TATI N R=103.75 STOP =1 o r 97 R-101. 1 BIT CONC =97.7 BB 101.99 102.49 102.62 102.25 101.69 (430 LF.f) = �y9 e (SEE DETAIL) 103.69 1�T•1 -- - 102.14 102.96 103.54 _- - 1 i ----- �u r 102.72 -- 1 .4 ENTRY SIGNAGE Nry 00 (RSC) MH FIRST ) STREET �_ PUBLIC VARIABLE WIDTH (REC) 4H " S 13970 s ,=97.9 LOT 3 LCC 21246C R=103.44 GENERAL NOTES: 1.) PROPERTY LINE AND EXISTING CONDITIONS TAKEN FROM ALTA/ACSM LAND TITLE SURVEY, 205 HIGHLAND AVE., SALEM, MA, T DATED MAY 21, 1999., PREPARED BY HARRY R. FELDMAN, INC. 2.) UTILITIES: 1 LOCATION OF EXISTING UTILITIES AS SHOWN ON THIS DRAWING ARE APPROXIMATED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. FINAL LOCATION, SIZE AND DEPTH OF PROPOSED PRIVATE UTILITY SERVICES, ELECTRIC, TELEPHONE, GAS, CABLE AND FIREALARM SHALL BE SUBJECT TO THE REQUIREMENTS AND APPROVAL OF THE UTILITY COMPANY. 3.) BENCHMARK INFORMATION: FRAMING NAIL SET IN SOUTHERLY FACE OF U.P. # T 330/2 AT MARLBOROUGH & ORLEANS STREET ELEVATION = 141.74 SALEM CITY BASE. SITE : 6.9 AC. 4.) TEMPORARY BENCH MARKS SET: No. OF UNITS : 120 TBM 1 TOP OF PK, TRAVERSE POINT # 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. N O. O F SPACES . 180 5.) ELEVATIONS REFER TO SALEM CITY BASE. (INCLUDES 6 HANDICAP S PACES) 6.) CONTOUR INTERVAL EQUALS (2) FEET. DRAINAGE SCHEDULE SEWER SCHEDULE 7 ) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS RIM INVERT RIM INVERT IM INVERT OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED FROM THE AFOREMENTIONED RECORD PLANS AND ARE STRUCTURE FI FV ELEV• STRUCTURE FI FV- ELEV• STRUCTURE FI FV FI FV APPROXIMATE ONLY. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER UTILITY 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 � NOF4��'c 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 HAROLDtiN (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. o WILLIAM 1 INCH = 40 FT. 84.20 (15") 90.20 (12") SMH E 93.10 88.40 " MOORE H - 10.) FOR SPECIFIC DETAIL OF WALKS SEE LANDSCAPING PLAN. HAWTHORNECB Al-3-1 92.0 88.00 LI 1 93.3 90.3 No. 19315 COMMONS 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. �o�FC1SrE 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 COMPACTOR, SEE ARCHITECTURAL DRAWINGS. FSSLO CB Al-4-1 93.0 89.00 RD A2-5-2 - 91.50 SALEM MA 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. ' 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 ® HIGHLAND AVENUE WILL BE CLOSED. VERTICAL GRANITE CURBING WILL BE USED AT THESE 88.40 (15") VT 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 ® FIRST STREET WILL BE CLOSED. BITUMINOUS BERM WILL BE USED AT THESE LOCATIONS. CB Al-7-1 93.8 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. 4 2-22-0 GARAGES & COMPACTOR KKG RAT HWM EW A2 - 84.50 CB Al-10-1 96.0 92.00 DMH A2-1 92.5 86.00 (12") CB Al-10-2 93.0 89.80 16.) SITE IS CURRENTLY ZONED B-2 BUSINESS HIGHWAY. 3 12-7-00 CLUBHOUSE, GARAGES, COMPACTOR KKG RAT HWM H.W. MOORS ASSOCIATES, INC. 11 -23-99 85.50 (18") LI 2 93.9 89.90 DATE 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 MPH RAT HWM 11 DMH A2-3 92.7 89.00 (8") CB Al-11-1 92.0 88.00 DEGREE ANGLE REDUCING PROJECTION. i 3-15-0o AccEss ROAD FOR FIRE TRUCKS ENGINEERS & PLANNERS SCALE: 1 =40' 88.50 (12") 18.) ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE FOUR INCHES OF TOPSOIL AND BE SEEDED. BOSTON, MA ISSUE DATE DESCRIPTION 6y CHKD. APP. SHEET 3 OF 11 1845-Sll.dwg 12-26-00 5:30 03 pm EST f :p; LEGEND PROPOSED CONDITIONS 52 INTERMEDIATE CONTOUR ---FM--- FORCE MAIN 50 INDEX CONTOUR • SEWER MANHOLE 251,5 SPOT GRADE W WATER LINE VGC VERTICAL GRANITE CURB t FIRE HYDRANT BB BITUMINOUS CONCRETE BERM -00I GATE VALVE do TEE PRECAST CONCRETE CURB CONCRETE WALK ENTRANCE CORRIDOR ---D--- DRAIN LINE " GUARDRAIL OVERLAY DISTRICT ■ CATCH BASIN ------- EROSION CONTROL BARRIER 150 FROM CENTERLINE O DRAIN MANHOLE VERSA-LOK WALL OF HIGHLAND AVENUE N/F r FLARED END SECTION w/RIP-RAP SIGN NEW ENGLAND POWER DW DRY WELL a. LIGHT POLE WF -S- - SEWER UNE S.S. SNOW STORAGE 82� LI.❑ LEACHING INLET -x-x-x-x-x-x- FENCE r `.... ,� -- \ F A24 �'° Plr✓�1LG..-, A EXISTING PAVEMENT PROPOSED G�,gRdPAIL, 911 9^``�'s' `. '- \770 \ TO BE REMOVED HAYBALES SILTATION x`60.2' _ _ FENCE (TYP.) CONC 'yppz�Az'1� W� F-A20 12 RCP APPROXIMATE LOCATION _ -_ ^..` `j C"-- -- 2f ^ 4.6 WF-A 19FOUTFALL _ - OF STREAM m 692 9 -- -.y`- 8 .5 - WF-A17 79.4 BM 1 rn 4 I X Oaf �t� �� - �-� , 93.27 - R7.jd`� ^gb�. � _ 79.7 WF-A,j16 - - - o I 1 30 96. --'-" �^ WF-A15 S S -24'Q�to . 9' PROPOSED ❑ EC B .* 1-7-1 1 L 0 9z.o Q _� E 033 80' HAYBALES SILTATION 1033 9 P1,W � ° s. ®.CL - ,,,:;f 9�2 I 9��"♦ �.,:.`.,:', ...76a - WF_ • � '� FENCE TYP. REMOVE THIS O 16 _ 9 .a v?'"�� .�•\.�.�-- �- - _.. VERSA-LOK WALL NE RC WF-A1 `^ �_N- 4D _ 78 ` SECTION OF CO I // 9 1 ^=~```---__- DRAT E ao `�`' SSR WF-A2 �7 s M _ F-A 12 _ - "��_ _ _ • DH FND HL['J CURB "w� / 93.St / .,.� EMENT.._ ---a2 ., \~ UNRE ISTERED� 7 ,� S ` -1 \ s ZONE LINE �► 11 D O o 91.6 F00 5 H W `.._ •_: - e\ _ WF-A10 W7 A�_ BK 4.540; ZONE B-2 / _ 3 4 N 2 H.C. d b g sa 5g -3 _ _•- -- '� WF-A11 _ �. `Y - 1 ^ \ i 91. 9 6 t�MH- - i 7 5 AREA 29,921 SQ.FT. WF-A WF14 81.s r6� 3 92 . 8 .4 ` ` 7�T.3 ���� __ ._80_ �� j5. . -'i 98. rn a NT / 93.70R=� 2.73 A2-�•44g / \ - -Dlvt . _.�- _ WF-A8 0 687 ACRES O C - T allU o O s7 3 D,=9 7 93.77 liRR ,- ; --- ------- --_-s4---_` `_- ` -7v:3..._. - WF-A7 N '_ -�- /'./ S rya2.o 8„ AO C " -._ - - -..---"_5-.-- : e 6:�.� •" ` r '�-'. '- - t WF-AS DMH , , \ 3 2 � � _ 8 _ -- - oA 4 � \ POB ^` - 0 I - - _4`~ _..__._ `� _/82.4 8q -• - ' w O 970 N STOR t3h51C ' M I a / GE - _. -- ----_.�~ - 88 �-- 1 4� _ 1--' - N -- sa I E O . . _ _ 11. DMH - �DW� l sa O' r �t rss �� D k } 1 `_"" •© - -----_- -- Y _ �- _ 1�� ? f� --!/ go ""ter---'�" �O N o I a: a OOR ErevArrou �� A2-5 FIRE N --DMH- I v 1 1 0 A -(j �- _ - `�/ 2 r �."" N/C 9 4 6 �"- -� ¢ 1 �.. - ^ �1 _ G X J I r 1.2 '. .,_._, •.\,` ----•-�•--�. ,,,_ ...---•8.`�--�,.✓'.", � r Ch t•'' I _ / 0.7 `^�... ' 2- "` 104 •�,.` \\.,,.� ...�_ _. - ` r '^". ''� _i ALL : _ A2-5-, �, 672 I __ _ _ 1oz____ `\_ `-__ - _- =, �'-=---- - LE ERE 709 0, -l. I 6 7 - to .�� _�� rn 9 N ---- 8B CL F 12 RCP \ i t 9 _ i N �- �07.2� -�... - -- '�-/" i r.-^'� ` /r�/f a 9 I 7y:: �. T TAS LOT AREA -- 9 7 I { 90 ``� s gl ' - �Q _ `~" ` `� �9H'.__ ___����� ` 7 , 100.91' 1 CONDOMINIUM �p r. I CONC _ r 90.6 �• C 108- �/ 9B 03.6 ` O CD K5 r u �.. - 2 72, 16 7 SQ.F7 I I r A}-1 m Cfo7 a ~70 . s/ f I SHRUBS F.F. I 93.1 �EfRE --- .2 € CORPOPATION _ MH __ MH B ELEV. a I 8 RD 7 J I-.r -� \ >; "_ .� / 3' J r: R=s7. s❑ F.F. ELE1/. S C o2 L = 4.5 I I + '� `� 93x5 - Al-2 ", -- " m3 _ -�C110 rus >�•� I 105.1 t-- i� . 7897/391 �. 4 OC S 9 a ° _ ODOMESTIC --�+. �\ 1072 x - /' Is 112 �. % 00.2 , �-u' w F- Q r 53 ^^ ': CB - 95.0 ;` /� i r / �� 1r t ! o 102.6',..�..� Q 3 U o rn I I / � O ' 114 i f 98.. I o DMH 9 Al-6-1 DOMESTIC DW o7 a. _ 9� O - y3 1 f =ut'' 115.7 / 1 \, .' 10 �- 1 m 1 99. fj� 103.�D 7 o Al-6 I Fl 9a, A2-5-2 FlR R=95 0 -1EGISTEFdED LANG p Y I 21' 7 114 /J 7 i' a `. _ vi M rn GRE E :a. j 9 g 13 ` �,_�. / f " �.d 98.33 rn 69.6' =9 RA ,- ;' ai _, 1 t LEDGE \,, c oo h A2-5-2 LOT 4 "k / °Do 's em , f r t /� 131.4' :" D / f IWF-B 1 n R] a`\iQ CJ (� I I i I I I I I I I i i I I I i � i 5. =95.33 LCC �1246C ,� Al 1 • o �' � i � � '� r` r'o � �. JJ � Q m 1 F.F. ELEV. 6.43 3 246 F.F. x a s4.7 ' .-1 ,d 1 g�'' 1 ,! f n o , oo MDE ZONE R-3 3 - / 105.4 95.5 a (S�E - 94. O I ♦O r/ / Iti _- �. 9 N ° - 96.04 LOADING °� Ax94.2 94x4 ° CB _, Ir `` l 110 �� e9 f, 1 S ' �. « --- 90.1 U `. OHO �/ j06 i8 t. 95.0 \ oo )612.2-'" _/ g rnWF-B2 DOCKS 0 G a Al- 1 I._ 1116 1a4 �►.•- _,y^♦ i 0 2" 9 'F� .6•. g- _ , J 95.99 95.7A1- ohi �> � 112 1I 10 -'�-''°o9a.1 .."-`-- 41 9 ss .:• _ 108 /�''` t r ~ R- L�. - :•w.. a .y, _ _ '..`. - �:- /- �3 .4 1 I \ - 6 B� Z .w. h. �., 100 NE .. ICB- NO U WF-84 �r T 10 1 W F 13 1r4 2 x % Ti 10 i 1o41og �.- --�- 02 ^ � or.� ?� Too. _�ter'92 r TOW 90.8 _ .._ -.. - Y - o 0� a1 . : 102 ��o�7b11.7 `� Q5 922 14 I _ o _ 95.4s DMH -- •� 15"D ----_�« ------ --X15"D--- -------- - "D- - _ - �- .- -- DMH 1 " -'- - _ 94 ?m f Q c�a A7 5 � H H- M 100^ 7 2 - N _ H \ - �eS�F.t :r x98•n ^ I .a.' M 4 x �i "9.2 i" " O s . Al-9 k il� 00 MH DMH _..�_._. 8.40 n Sr - Q2 � 0 00 �` A �� 9 .01 pi,` r�• / A,-4 � �cS� 4j � ��` AlA� 1 A -1 ~_--.._ '� J�J1. � , ?, .6 O ,�0� Ok '\O . �-i--.------ _ -104.10 J 103.51 B/ �'�� h ,. .. Al-4-1 Al-3A }� 0 SMH D _� SMH E� i � `"--iS` ,.� � T rn ; 9 13 EE DE L A R _�. 7 97 \ - 1 4.so y 0 16 #513.8 =9 33 13 - 8 Al 2 CB 14 G4.09 703.56 010-9 103. BALK 1 o_ \ s LF 0 1. t ,=9 .1 12i n <! 14 D H 02. Al 1 -1 •� 1 0 AL io P -- BW 5a A b F G' W L o1Re oz8• B II 1 8 q� _ 46T a w x5_;_;- 97x0 WAL{. S °n�N i� ztiv--�_r6 1"P BS �^ TBM 2 -^ -- - 4 4 R 3.84 i ys3 103.75 LIGATE /N -- o 1 `" X IO 78 - - ��F 103.91 103.23 e 02.67 TC 101.80 'o' Tw 12w 1 \ : _`• ^`° T O 9 0 D I- 72W /1 RPC 102.27 T 707.20 100.66 R=10r.ar0 7> H t12 TW 1 4CB BB fl9 g. - /6 104.69 755 �m R=1C3.30 RECORD nl rn R=101. CONNECTION n R=101.50 g 1 o° {� 101. 102.19 102.50 R=1 .81 --- R=)0 69 1=9 g 1=94. 71 N RPC J-"_,-959'�- 7UZ. 104.25 104. 9 1 4. 1 3.8 • 4 Al-11-1 :5 a 1333 II_ r,:93B S 1-93.7 1 . 01. 5, 100.88 -94.8 S 1= 4.9 1 1`S 15$ 1x99.i D 103.41 . 10d484105I=95.s ELOCTION /SEE DETAIL 'G 2 r =101 97 R - K WALL/ A P P Tl N R=103.75 \ -s7.7 430 LF.f ___R=101 \,a�a ____- -----� BIT CONC - B 101.99 102.49 102.62 102.25 707.69 ( ) (SEE DETAIL) 103.69 -- ^ COQ 1 102. - - - - __ - � 102.24 102.96 103.54 1 1 2.72 a 71 o mro � m T h (REC) MH FIRST (PUBLIC VARIABLE WIDTH) STREET (REc) " -97 D 5"= LOT 3 LCC 21246C . W 197.9 R=103.44 GENERAL NOTES: b 1.) PROPERTY LINE AND EXISTING CONDITIONS TAKEN FROM ALTA/ACSM LAND TITLE SURVEY, 205 HIGHLAND AVE, SALEM, MA, , ti T DATED MAY 21, 1999., PREPARED BY HARRY R. FELDMAN, INC. 2.) UTILITIES: ' LOCATION OF EXISTING UTILITIES AS SHOWN ON THIS DRAWING ARE APPROXIMATED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. FINAL LOCATION, SIZE AND DEPTH OF PROPOSED PRIVATE UTILITY SERVICES, ELECTRIC, TELEPHONE, GAS, CABLE AND RREALARM SHALL BE SUBJECT TO THE REQUIREMENTS AND APPROVAL OF THE UTILITY COMPANY. 3.) BENCHMARK INFORMATION: FRAMING NAIL SET IN SOUTHERLY FACE OF U.P. # T 330/2 AT MARLBOROUGH & ORLEANS STREET ELEVATION = 141.74 SALEM CITY BASE. 4.) TEMPORARY BENCH MARKS SET: TBM 1 TOP OF PK, TRAVERSE POINT # 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. 5.) ELEVATIONS REFER TO SALEM CITY BASE. No. OF UNITS : 120 No. OF SPACES : 180 6.) CONTOUR INTERVAL EQUALS (2) FEET. INCLUDES 6 DRAINAGE SCHEDULE SEWER SCHEDULE 7 ) ��. INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS HANDICAP FLIM INVERT RIM INVERT RIM INVERT OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED FROM THE AFOREMENTIONED RECORD PLANS AND ARE SPACES STRUCTURE FI FV FI FV STRUCTURE FI FV FI F1/ STRUCTURE FI FV- FI FV APPROXIMATE ONLY. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER UTILITY 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 ww 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 A1-3 92.4 87.50 DMH A2-5 94.3 90.50 SMH D 93.50 87.70 9.) ALL DRAIN PIPES TO BE 12" AND ALL SEWER PIPES TO BE 8" UNLESS OTHERWISE NOTED. 1 INCH = 40 FT. 84.20 �12� 1590.20 �8-) 12-) SMH E 93.10 88.40 10.) FOR SPECIFIC DETAIL OF WALKS SEE LANDSCAPING PLAN. CB Al-3-1 92.0 88.00 D 1 93.3 90.3 RIDGESIDE A DMH A1-3A 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 A1-4 93.2 88.50 12 RD A2-5-1 - 91.50 87.00 (,5"� 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 SALEM MA 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. DMH A1-5 95.1 87.80 DMH A2-7 102.0 92.50 DMH A1-6 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" VT Al-8 93.3 87.00 LOCATIONS. SITE PLAN CB Al-6-1 93.8 88.75 DMH Al-9 93.6 88.50 DMH A1-7 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 85.50 �12" CB2Al-10-2 93.8 89.80 93.9 89.90 16.) SITE IS CURRENTLY ZONED B-2 BUSINESS HIGHWAY. DATE: H.W. MOORE ASSOCIATES, INC. 1 1 -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 to= , 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 7 1 -•15-0 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-sA.dwg 3-15-00 358133 pr EST 9 I n. O �I J (A Q W OC Z F- Q wJ a z � a U Qo Z � Cn Cn < U W W _H U H a c/7 V) w x of Q F- Z LLJ Z U Z Z W J W J Qa Z Of JQ U = w z 0 0 O Q s Q Z () O 3 o O W Z > O z J W o p Z O § W u) N Q 0 _ 1 / U U a 0 m / Y U i Z O F a 0Of LJ O W Z � o I / � w } m / d o •olp 00 io � U t1k A. SL ui Z • ♦ Q O• IL __--- Cdk a. LU Ww 00 -0z 0 CO • — a E- Title: • 1 G7704 Date Drawn By 3/2/00 Scale Checked By AS NOTED Sheet: , I I 0 U J (n ft W Z � Z Q W d 1 Z W U ao Z za (� U WL �_ F— W = Q U b - oil PRE-GA5T CONCRETE GAP; Ln O N cn � L16HT 5ANDBLA5T FIN15H. z Z Q V) U Z Z 1" ENTRY 516N PIER V) a Q Q � o _ N z N 5TONE VENEER (1'-0" - �" RANGE) O Q a s Q Z R I D G E S I D E �`'�� ..�, r� MATERIALS VARY, SEE MATERIALS o APARTMENTS PLAN. CCRADING VARIES AT PAVING, Q w SEE 6 RAD I NC PLAN. HOLD GRADE O ' PAINTED WOODEN ENTRY 51GN: 3/4" CHAMFER Q o r FOR PLANTING OR LAWN 1/2 BELOW 5 0 2 5EE DETAIL FOR ATTACHMENT. TOP OF CURB 2" =11 U — y SEE PLANS FOR PLANTING. I" REVEAL AT CUTTER LINE -_ -- FIN15HED GRADE - 5EE PLANS. = MATERIALS VARY ---_ g SEE MATERIALS PLAN Y ° U 5UBMIT SHOP DRAWINGS FOR CONNECTION NOTE: CONTRACTOR TO 5U8MIT SHOP -f Q CURS PRECAST CONCRETE CURB SEE i DRAWINGS PRIOR TO FABRICATION OF SPECS. BUTT ALL JOINTS WOOD 51GN AND PIER5. CRA✓LETE %p m _ DOWEL, #4 REBAR EACH SEGTION ZERO SLUMP COMPACTED OPATED DENSE GRADE DD a o CONCRETE I — CRUSHED STONE Z z - a ° CONTINUOUS CONCRETE CRADLE0 Lim III— I SETTING_ ED-- - 6 (n COMPACTED 5UBCRADE 0 BEDROCKLU 0 6 THICK 5,000 P51 ZERO SUMP W ALTERNATE FOOT I NC IN AREAS CONCRETE FOOTI NC r m AITH LE55 7-HAN 2' TO BEDROCK o Z ELEVA71 ON OF EN7R4 ' ON _ SLOFED C/) SCALE: 5/4" = 1 '-0" SCALE: 3/4" = I '--O" U Z >= Q CL 0 U Q � Z { EXISTING, RE5ET, OR NEW GRANITE w W 1 CURB, 5EE PLAN TRANSITION CURB, SETTING 51MILAR Q TO MOUNTABLE GRANITE CURB, 5EE 2 J MOUNTABLE GRANITE CURB W W O W � Z 0 co ® F— D CHAMFER, 51MILAR TO Q TRAN51TION FROM GHAMFER TO VERTICAL GRANITE CURB ® 450 Title; ANGLE DETAILS Date; Drawn By. � I 3/2/00 AXONO �vii!ETR � C.., \X 1 E `^I►, OF 5L0FEF.,-,) � O I `�:� RETE Scale; Checked By AS NOTED SCALE: I " Sheet; W -- �_-- - Z HOUSING: A one-piece die cast aluminum housing mounts A mogul base lampholder is glazed porcelain with a nickel 4 r Q directly to a pole or wall without the need for a support arm.The plated screw shell.Position-oriented sockets are supplied " U a low profile rounded form generates wind loading requirements standard to accept super metal halide lamps.All units feature ru 22° 26" P 9 9 q P P (55r 9 mm) wo mm) of 1.2 EPA. lamp stablizers except 150 HIPS. e �4F Z E �� r b�"r ` .t1i E (61�)� 15rf1T.Z � �i O LENS ASSEMBLY: A single-piece die cast aluminum lens ELECTRICAL: All electrical components are UL recognized, U �c : 9fA ,Y. dtn $ d y k frame hinges down from the housing and is secured b a factor tested,and mounted on a unitized late with quick E E E g g y y p q E E E J � w t y r sa r The BORE bollard head consists ofcast- aluminum louvers and cover around a LLI, F stainless steel lanyard and hinge pin. electrical disconnects.Each high power factor ballast is the r = y� F v _ (38�, V t '� '� � borosilicate refractor optical system. 111/2" 111/2" 11 I/2" separate component type capable of providing reliable lamp - E, E E 1 `�� r t �, A �u " , 29mml-� 129r � 12g-2� An optically clear,heat and impact resistant tempered flat glass starting down to-20°F. E _ m; E E E f t `1 s �`"K to"r z'y 5/8' 168 mThe base the head is welded on a m)extruded aluminum pole FS tr lens is mechanically secured with eight retainers.The electrical E with a wallthicknessof 1/8"(3 mm). t Q and optical chambers are thoroughly sealed with a one piece E E E l � i rra $ E E E t•'/ FINISH: Luminaires are finished with a fade and abrasion E E =m J , ax,t�- k �„ a, The BOR10 bollard head is simiiarto the memory retentive hollow core EPDM gasket to prevent intrusion m E _ J < �fl�+5r r �w ,; HORS except head which is _ tn resistant,electrostatically applied,thermally cured TGIC powder = " ' "' welded on an extruded-aluminum pole �n N by rain,dust and insects. - E h Y;,' LU coat.Units are thoroughly cleaned and provided with a patented ^Insertion z6' Of Of E 26' ts" E 40° �t§�7 yr ��� x 22 E (406 mm) 1 " `{ a ti 1 of 103/4"1273 mml. 42 L Z Z depth oftenon (660 mm) Insertion (660 mm) _ chromate acid retreatment. depth 1559mm1 _ ® " The BORIOTbollard issimilar tothe U Z Z de P p _ .. OPTICAL SYSTEMS: The segmented optical systems are y BOR2"exc(292 m t)surfshat the cover is a lot S "I -W B R10(292ptt surface. �� F J d manufactured from homogenous sheet aluminum which has LABELS: All fixtures bear UL and CSA(where applicable)wet EPA:2.51 sq.ft. EPA:2.80 sq.fL EPA:1.85 sq.ft. EPA:1.20 sq.ft. been electrochemically brightened,anodized and sealed.The location and I.B.E.W.labels. Weight:57 lbs.(25.9 kg) Weight:45 Ids.(20.4 kg) Weight:44lbs.120.0 kg) Weight:25 lbs.(11.4 kg) Silicone gaskets are used at each end = n Distribution Pattern shown is the 3to1 or 6to1 maximum to minimum footcandle area. of the optical system to ensure 0 Q Note:Bottom of Pattern is at grade) S=Setback from wall H=Height of Distribution Pattern weatherproofing. e E e , Q < multifaceted arc image duplicating systems are designed to _ _ _ produce IES Types 1(1),2(2XL),3(3XL),4(4XL),and 5(D). Gardco reserves the right to change materials or modify the design of its CAND3-RR-CN3 CAND4-RACE-CN4 CAND5-SE-CN5 CANDSI -SR-CNSIM W=Width of Distribution Pattern Aiming Angle of Luminaire is 40°(Up from horizontal) The BORE bollard assembly is welded $ �= w Z O With the 2XL,3XL and 4XL luminaires,the reflector facets form product without notification as part of the company's continuing product improvement program.Design and optical patents are pending. onto acast-aluminum base cover.This (' Q � � � Q a conical fan around the arc tube with each facet positioned to I t , t base cover is anchored to a cast- MAINTAINED FOOTCANDLES aluminum base plate by screws. U ZZ ; rn be precisely tangent to the top Of the arc tube. Metal Halide:LLF-.72,Lamp Tilt Factor=.95 High Pressure Sodium:LLF=.81 The BOR10 and BOR7oT bollard are �� p Of o w CN4 16 Standard Colors Available FS Luminaire integrated fiuse 3 TO 1 6 T01: anchored to a cast-aluminum base w HS House shield prate by screws. Q IZ o Z A section of extruded aes The specially formulated textured(TX) MAX T0,MIN._UNIFORMITY,„ MAX.TO MIN UNIFORMITY BORE,BOR10 and BOR10T bollards are E o w aluminum measuring 2 3/8" Lumital powder coat is available in a ISE optic only) 250 W METAL HALIDE UL and CSA approved. - E on J * 250 00 METAL HALIDE 20,500 LAMP LUMENS $ NIS 10 IN IS TRI (60 mm)O.D.is welded at range of 16 standard colors.This unique DR Duplex receptacle 20,500 LAMP LUMENS � one end to an aluminum 10 coating of thermosetting polyester resins 1120 volts only) S AVG MAX H W S AVG MAX H W c ZI U luminaire ballast-adaptor, 3.05 provides a highly-durable UV-resistant GFI* Duplex receptacle with F.C. F.C. F.C. F.C. BOR6 BOR10 BOR10T 31.5" �- 18.0" -� and at the other end to the exterior finish as per ASTM G7. ground fault interrupter (includes integral arm) side of a 4"-round(102 mm) (120velts only) 8 24.6 45.9 13 10 8 17.9 45.9 17 16 pole-top adaptor. a Lumital coatings are specially formulated :1' t r :ll• 1 pppp� An angled aluminum rod 2� for outstanding salt spray resistance PH Photoelectric cell 10 15.8 29.8 17 14 10 11.7 29.8 22 20 Wattage 60R6/B0R10/60R10T 16 Standard Colors Available FS Luminaire integrated fuse r �4ka ° lkkll� according to ASTMB117standards. * - RR (240 volts max.) is welded to the horizontal 9 LS Provision for loudspea?iker outlet 50 MH p The specially-formulated textured(TX)or y a * 12 11.2 20.6 20 18 12 8.1 20.6 26 24 _ Round borosilicate refractor powder coatis Variable height from 15"(380 mm) m arm and the vertical 018 70 MH non-textured Lumital 6 5 ��" 'f. Awe p All surfaces are chemically using BA Banner arm 100 MH <• available in a range of 16 standard ro46 It22omml,int (25 mm) r, .W 11.5" top mounting. s a four step(aluminum►or seven step 16 6.1 11.6 28 22 16 4.5 11.5 35 32 flfl5: symmetrical(V) ncrements. IP Interior paint(pole only,,, 35 HIPS - colors.This unique coating of thermoset- .3 _ __ Omm). A CN4-OV version is avail 1.63 P P Y'. - - (steel)process pnorto painting.Consult � consuhfactory fora linable poles) """- -_--- 50 HPS RR3: Asymmetrical 1111 ting polyester resins providesahighly- BaOas[is remote up to 24"61 able that can accommo- Lumec for complete specifications. pp - H48 15"(1220M380 )max.n.heightig LBC Optional base cover 20 4.0 7.5 35 26 20 2.9 7.5 40 43 RR30:Asymmetrical(111)withdeflector durable UV-resistant exterior finish. 70 HIPS H48 48"(1220 mm)max.height date up to 2 ballasts of p 100 HIPS Lumital coatings are specially formulated ~ 175W,consult factory. 4 SCL Special Color(liquid) Consult factory for feasibility Pwith for outstanding salt-spray resistance BCL' Bollard head an concrete base) 1.22 SCP Special Color(powder) cast-aluminum shafts. 175 W METAL HALIDE 175 W METAL HALIDE HORIZONTAL FLOOD according to ASTM 8117 standards,and OE* Pole buried in the ground CN5 Provide a 4"(102 mm)square color chip. 15,000 LAMP LUMENS 15,000 LAMP LUMENS ------ G1 ,BOR10m and BORIOTTM 2247 to ity res The optical system of choice boilard series accammonates H.I.O.or ASTM Dt 47 testing procedures. Ila d one Base covers for APR4&SPR4 poles only per DR Duplex receptacle(izovolts only) A 18L°section of bent S AVG MAX H W S AVG MAX H W for wide distributions from a incandescent lamps up to 100 W. ' 2 Itis possible to order smaller minimal (replace standard base cover). � All surfaces are chemically treated using t1Fl Duplex receptacle with ground 1') extruded aluminum 23/8" F.C. F.C. F.C. F.C. A '. _'^ relatively short setback a four-stop(aluminum)or seven-step fault interrupter(120 volts only) aahilj E.P.A.(SO.FT.) (60mm)O.D.ismechani- a os1 quantities of powder paint ata pre The UL or CSA-recognizdCWA-type (steel)processpriortopainting.Consult mium.Your representative will beable 6 31.9 55.9 10 8 6 22.2 55.9 12 14 20 feet. Typical applications ballastfeaturesa-30F1-AC')lamp- Lumecfor complete specificabons. PH Photoelectric cell 1-way-1.2 callyassembledtotwo include wide signs,ns, facades, starting capacity,a powerfactorof9o% LS Provisionfor loudspeaker outlet Y' y to tell you if a powder coat paint can Y P P „'; g or better and a regulation of lamp within SCL Special Color(liquid) 2-way-2.4 I cast-aluminum side-pole a be developed for your project. 8 17.8 31.4 13 12 8 12.7 31.4 16 18 IP hteriorpaintingofpole indirect uplighting or small ±10%of rated inputvoitage.HPS ballasts SCP Special Color(powder) F � 4-way-3.2 adaptors,which are in operate within ANSI trapezoidal limits. Provide a4'(102 mm)square color chip. VP Vandalproof screws y y APR4 APR4 SM6 ROO m LBC1 LBC2 LBC3 LBC4C LBC9 10 11.5 20.1 16 16 10 8.4 20.1 20 22 area downlighting where a Kr turn mechanically assem &LBC2 &TBC1 Please note that where quantities do 'ConsuLfactoryfordetails bled to the sideofa ole. LBC4$ limited forward throw IS The ballast is integrated in the It is possible to order smaller minim al h P not warrant it,Lumec reserves the bollard's pole. quantities of powder paintfor a to C right to use an oven cured liquid 12 7.9 14.0 19 20 12 5.6 14.0 25 24 required.Application guide premium Your representative will be �De polyurethane finish. lines are found on pages able to tell you if a powder coat paint 20 2.9 5.0 32 32 20 20 5.0 41 44 can be developed for your project. rn 10, 11 and 17. s BC:63/4' BCA3W BC:101/2' SC:121/2" Please note that where quantities do W For approximate illumination levels, For approximate illumination levels, / � (171 To (171 mml (267 mm) (318 mm) ( ) not warrant it,Lumec reserves the K the following multipliers may be used. the following multipliers may be used. �-_J 150MH-.9 70 MH-.37 150MH-.9 70 MH-.37 polyuht rethane oven-cured liquid 100 MH-.57 50 MH-.23 100 MH-.57 50 MH-.23 polyurethane finish. 2i C Z / // ,,,,.�, ��•� , / lcw ® / p ,A-0mike 40owl t,� CIO Z PROPOSED - HAYBALES/SILTATION FENCE (TYP.) F _ _ _ _ _ _ _ - - _ � PROPOSED ;'HA%E LES/SILTATION S.S. i j S 3524'39 E 1033.90' CALC. (1033.92 PLAN) FENCE (TYP.) y T `- - _ PROP. 12'..WIDE �� 16 ❑ - _ _ DRAINAGE ...... l p� ~- EASEMENT VERSA _LOK WALL ' 2 H.C. i ❑ � F.F. ELEV. f -- _ r - = 94.5 r! fi_ ) o r - Z / - )---- 2 •/ co N 1 0 D - - W O j LU I �' `J L W I I � PODOL a j rC 0 !h Co O '::' J m3 3 F.F. ELEV. W = 94.5 I I . j w F.F. ELEV. j w Qi� j No i W = 95.0 LL: II 13 `� � 0 j � • EM,E,RGENCY � Q� ° F.F. ELEV. GENERATOR I I F.F. ELEV. L �i > = O = 95.5 (SEE DETAIL)°,, _ 94.0 Q T 4N °' • ❑ • ❑ 0' BUFFERO. to L N r, r.1T00.WETLAN .LINE) 00 Q ( ---------- S.S. ., 1 H.C. ® H.C. Trite: 14 -�„ N 17 ( , rf BB FJ LIGHTING PLAN 630.08' BB 3 N ;n t0 i O (430 L.F.t) to c.3 Date: Drawn By. 3/2/00 Fl R S T (PUBLIC VARIABLE WIDTH) STREET S« Checked By. AS NOTED LOT 3 LCC 21246C sr�et SCALE: 1' - 40'-0' 9 A 0 20' 40' 80' 120' l 41i� LJ Int U w z FLANT L I ST i BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME g Z � a � DEGIDUOUS TREES (125) 5HRUE35 (continued) i 1 Acer rubrum Red Maple 'October Glory" Rhododendron cataw 'Album'Album1 Rhododendron Amelonchier canadensis 5hodblow Spiraea japonica 'Shirobi' Shirobi 5pirea U �I Gercidiphyllum japonicum Kotsuratree Toxus x media 'Densiformis' Dense Spreading Yew O N Cercis canadensis Eastern Redbud Toxus x media 'Hicksli' Hick's Yew FZ z Cornus kouso hybrid Kouso Dogwood Viburnum sieboldii 5 abold Viburnum Z H Q Gleditsio trioconthos inermis 'Holko' Honeylocust Viburnum corlesii Korean Spice Viburnum U a Ma nolle x soulan lana Saucer Magnolia a Z � z Pyruus colleryono 'Aristocrat' Aristocrat Gallery Pear Q Z 3 Quercus palustris Pin Oak FERENNIALS/GROUNDGOVER (3,200) o o W z w z > Eueonymus fortunei colorotus Wintercreeper Q w Z Hemerocallis spp. Daylily (Happy Return) Q v 3 s BI e ' e muscori Lirlo Lirio Blue' U ■ EVERGREEN TREES (66) __T_T p p 9 ' Juniperus virglniana Eastern Redcedor Mlscanthu5 sinensis Japanese 5iiver Grass Pinus nigra oustrioco Austrian Pine Rudbeckio fulgido 'Goldsturm' Black-eyed Susan Tsuga canadensis Canadian Hemlock lr m Juniperus chinensis v. Columnar Chinese Juniper Lawn 1 �' SHRUBS (2NATIVE AETLAND/UPLAND SPECIES (500) NOTES : Azalea Delaware Vol'ey White Delaware Vol',ey White Azalea At::01' rubrum Red Maple i Clethro alnifolia 5ummersweet Armelonchier canadensis Shodbiow i. ALL LARGE DECIDUOUS TREES TO BE Euonymus alatus 'Compactas' Dwarf Winged Burning Bush Betula nigra River Birch 5 1/2" GALIPER MIN. Hibiscus syriacus Rose of Sharon Carcis canadensis Eastern Redbud Z O 2. ALL DECIDUOUS FLOWERING TREE5 TO BE Ilex crenata "Glory" Japanese Holly Glethra alnifolia 5ummersweet W 2 1/2" CALIPER MIN. Ilex crenata 'Heller(' Heller Holly Cornus sericeo Redosier Dogwood o 3. ALL EVERGREEN TREES TO BE Ilex glabro Inkberry Ilex verticillate Winterberry 8-10' HT. MIN. Juniperus chinensis piumoso compacta Compact Andorra Juniper Nyssa sylvatica Black Tupelo m Juniperus chinensis 'Seagreen' 5eagreen Juniper Vacclnium corymbosum Hlghbush Blueberry Z 4. ALL SHRUBS TO BE 24" KGH MIN. Kalrnla latifolia Mountain Laurel Vaccinlum ongustifollo Lowbush Blueberry I 5. ALL PERENNIALS TO BE #.2 POT. I Leucothoe fontonesiona (catesbael) Fetterbush 6. ALL LAWN AREAS TO BE SOD. i EXIT ONLY. EDGE OF EXISTING TREES Z 2WIDEV€RGREN BUFFER NAT ND/UPLAND SPECIES PLANTING NATIVE WETLA NORTHERN PROPERTY EDGE, TYP: -- >: X1`00' WETLAND 5UFFER ZONE _. PERENN I ALS" Z GROUND COVER REMOVE i NVAS I VE PLANT SPEC I E5 I �fl Il`"" w , a^ I 1 t .. � ")� _Y .._.—/^ '-- • .. V!t'–i� �� l) r - x WITHIN WETLA• ND BUFFERpow l t �/ � i ^rte _ ✓ �� -f ---- f ;�- _ i—' __ - _` ;a v/ : B r{ PLANTING, TYP. 0,;., 1 va, � / I _ rl. �- c• G 'L� « � '.a--•- i_J-'.f QG r't.%�{l4r' � :)r': - 9 t - b .:r ...... .,<...� ., '' .,, ---. ., C!...! y�.•iJ �,; `/� •30,� /:,. '/ -..%,: �--f _�.�_ 74.5 1, ._ �. ;)I.<._..� .: rY j ( , —��.� -�; _ _.-.1. r_._� -a' r- NjY'-•k� fes. ; 11$T It i r : e�. vpw ,� ICG ., ( �• '\. _ -; _•ai`.•.._.. !L _ r.. _ ICI rf P W •{ -�' � ,r ,.) t 1r .__I - 3. 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'')Ji J�../.v t `� ~�\� -�•-- :f.].'!' / J rr J /� f i/ , f f3' is s. �'\':I i , � 4 .✓'1 .`• '�. r ., `t. 1 % ,! r'-\ �•"`"= •--._`._- ',� / /, i• , /- � ;• � � _ ED 611 G3.1 c it I / / a cr C" r,s-;• ^-s Ci., ��. �: -��' i•• `t:1... +LAN!"); •7; r •/, / - -- 'r �_. - L---•L, •'i,: � "li l• •� , ,=9 -,'�it, /.; / 1 I f••�I !gip �,r i .-(.'i • � \`�a..a / / 4., j/ ! i , 1 r ..i'. 1, ""^C 'l` \�.1.1?�\.. \. • ...�„� , , `\: � •• •• �i a f �j•, Y� / ��J, /, — ..f� "i' / /• fy'1 I \ ,,' � .. •7, _\,�. t. :,G vl, I”'\, i / 4' JJ i Y �;1.... r% 'i4.�.. L� f 1 s _ . :.. .. GLS ' , NG. TREES u >. �y (��(�/�+j + i ...__. ..� _ .. - // ,..r, / ! SPE ,,. �I YiV:••''' +, L�., •r r• I '.'' `� L .�_ ( I ... ,rY...�i _t_ ,' • bii.43 j !_.L C_` . .-J / '!/ ..._._ilii.- /' / ,i ,rp l,,,• j:/ J � / 9�. / r-i •® � sus:- �' / �• .._. •\ __r j h1 � r',• J�, _L 1, i).__ ..., �� 9 ✓ :117. A I' EN P. { a j `4= Title: V _- -- t / C7 i / %r>.c' r' ,•' �� �- \ z , j:l\� L.. I fZ.,: 1, ; _ u % \\ all , f= / /. 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T ...+?,:;� ;_......__.,__.� -_-:• r•'. „., , -, _, ,:/ *C7.8G ,VLO•! .,?t ;O7.,,. v.'./ :F3>" �y Jn n/'� :.,.11: -;, _< ...'-./,.- .vG' .,S rth .:•!a.r_. ^o: !( )t._ -i C7�rl.,(_/ l.. ,l/ 6�SJS.% n,.: Sc;f.2i ry'r... 1.• _ ;✓.33 J ,)_ c; J%< __ j _..__ I ,.:-...._. _.._-.. .._..... —_—....---...._.__- ..-..—_—..... •oi :)is .y :.:.•. _ "..1J ,._ ?i).,.:+, -- _,.. „ r ..rr _ - ....... 515�..._.........•,_.�---..._-....,_..----_ ...._......—_�_ y... - :'�' - - �..�- ;- Scai@; Checked B .gt ��? .<' �._....//� - ... N SHRUB - G, P- 1. .1 .._ ._"...__.. �___._----------...._..__........_...... .. ...., -----.__.__ --..:/•ala,: .,.,-/,b- .:r,. ..;r_- .�•'s-- - �I - /.._)✓ , i•1---.`-__ � T l i'l;O:� - _ `i �F' :hj,s�.J/ r-�S.; .t)<L.s,) r . ._,. ...�f -_– ;� $ASE OF Y�IALL ST N - • �'. -� A5 NOTED i ; '1 JJ i , F13. ;.ii,.•_:J4,,::..,•.---:_•--- C�! . ..P 5- A' . � '•WALL WITH N�W�S.Z UGG.O.. 'i. B' EL !!l I ? i .ST � � N5 PICKET FENCE ANS ST�JNI= 'LIENEE O _ LUM •,..,_ _ -._- ,ail' I 'a' r),i•d.' ... t�yr3,• _ :> _ r: ..-.....->...-_'-s?):.C� C''( I ' f lrt 1G ,� r _.. thr ', q^ ,•^;: t1r,..rc , )/.,::5 r.trJ - / Sheet 10, SCALE: 1' = 40'-0' 0 20' 40' 80' 120'