Loading...
400 HIGHLAND AVE - PLANNING (3) W� �hjpnA ave d truming nttrD 9u 11 3 30 ro CITY Of SALE". SS CLERK'S OFFICE DECISION SITE PLAN REVIEW SPECIAL PERMIT OLDE VILLAGE MALL REALTY TRUST 400 HIGHLAND AVENUE SALEM, MA 01970 RE: 400 HIGHLAND AVENUE On Thursday, September 1 , 1994, the Planning Board of the City of Salem held a public hearing regarding the application of Olde Village Mall Realty Trust, for a Special Permit under Section 7-18, Site Plan Review and 7-17, Business Park Development, of the City of Salem Zoning Ordinance with respect to the construction of a 45,000 square foot retail development and associated work to property located at 400 Highland Avenue within an Entrance Corridor Overlay District . At a regularly scheduled meeting of the Planning Board held on Thursday, October 6, 1994, the Board voted by a vote of seven ( 7) in favor , none (0) opposed, to approve the application qa complying with the requirements of the Special Permits, subject to the following conditions : 1 . CONFORMANCE WITH PLAN Work shall conform with set of plans entitled "Special Permit Site Plan for property located at 400 Highland Avenue - Salem, Massachusetts, sheets 1-6, dated June 30, 1994 , revised through 9/29/94, prepared by Scott Patrowicz. 2 . AMENDMENTS Any amendments to the site plan or waiver of condition contained within shall require the approval of the Planning Board. 3 . LANDSCAPING a . Trees required under Section 7-19 (c) ( 4) (a) of the Zoning Ordinance shall be a minimum of 3 1/2" caliper . b. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the developer will be required to add further landscaping if such is required by the City Planner . c. Maintenance of all landscaping shall be . the responsibility of the developer , his successors or assigns . 4 . UTILITIES a.'utility installation shall be review and approved by the Director of Public Services . t . Drainage shall be reviewed and approved by the Director of Public Services prior to the commencement of construction. C. The exfiltration system shall be maintained by the developer in perpetuity to ensure the system is functioning properly. 5 . BOARD OF APPEAL DECISION All Board of Appeal requirements issued in a Decision time stamped from the City Clerk on August 16, 1994 shall be adhered to. 6 . FIRE INSPECTOR COMMENTS The Fire Inspector requirements dated September 15, 1994 shall be adhered to. 7 , ENTRANCE CORRIDOR OVERLAY DISTRICT Work shall conform with the City of Salem' s Zoning Ordinance, Section 7-19, Entrance Corridor Overlay District. $ , BOARD OF HEALTH The Board of Health recommendations shall be adhesed to. 9 . SIGNAGE Signa eg shall be subject to review and approval of the City Planner and the Entrance Corridor Overlay District Committee prior to the issuance of a Certificate of Occupancy. 10 HIGHLAND AVENUE CURBCUT The developer shall obtain the approval from the Massachusetts Department of Public Works for access and egress from Highland Avenue as indicated on the plans. 11 . DUMPSTER a . No individual dumpsters shall be allowed. The central dumpster location shown on the plan shall service the entire development . Requirements that each tenant utilize the central dumpster shall be included in all leases . b. Dumpster enclosure design and material shall be subject to the review and written approval of the City Planner prior to the issuance of a Certificate of Occupancy. N 12 . DECIBEL LEVELS a. Air conditioning units shall not be utilized during non-business hours . Business hours are defined by the City of Salem Code of Ordinances . b. Developer shall agree to meet all Board of Health regulations for State and Local Noise control Ordinances. The Developer shall measure the decibel level by performing a decibel level test at the nearest condominium and monitoring the levels at the peak hour of usage of all equipment at the lowest ambient noise level. C. No roof-top equipment is allowed. 11. DELIVERY SCHEDULES Deliveries shall be allowed only during business hours . Business hours are as defined by the City of Salem Code of Ordinances. 14 . HANDICAP SPACES a. The handicap spaces shall be in accordance with the approved plans. b. Handicap access ramps shall be in accordance with the approved plans. C. Handicap spaces shall be striped. 15. BUILDING MATERIALS Elevation drawings of the building shall be provided which indicate the building materials which will be used. The elevation drawing shall be approved in writing -Jy the City Planner prior to the commencement of construction. 16. OLDS VILLAGE DRIVE a. The inbound and outbound sections of Olde Village Drive shall each be striped for two lane traffic. b. It is intended that Olde Village Drive shall be utilized as additional access and egress to the mall. c. Entrance across Olde Village Drive median strip shall be adequate for truck traffic. ,i. No signage shall be erected to discourage traffic to enter the shopping center from entrance onto Olde Village FSri.ve . 17 . DECELERATION AND ACCELERATION LANES A deceleration and acceleration lane of a minimum width of eleven (11) feet and a length as indicated on the attached plan shall be included on Highland Avenue on either side of the new entrance to the shopping plaza. Such lane shall gain the approval of the Massachusetts Highway Department . 18 . LIGHTING All exterior lighting shall be installed and maintained in such a way so as not to reflect or cause glare on abutting or facing residential premised, or which adversely affect safe vision of operators of vehicles moving on nearby streets . 19. MAINTENANCE a. The developer shall employ an acceptable method or means for the holding and disposal of trash ( rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval . b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. C. Winter snow and ice maintenance process shall be approved by the City Engineer . d. Winter snow in excess of the snow storage area on site shall be removed off site. 20. CLERK OF THE WORKS A clerk of the works shall be provided at the expense of the developer as is deemed necessary by the City Planner. 21 . CONSTRUCTION PRACTICES All construction shall be carried out in accordance with the following conditions : a. No work shall commence before 8 : 00 a.m. on weekdays and Saturdays. No work shall continue beyond 5 : 00 p.m. There shall be no work conducted on Sundays and 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. Notification shall also be submitted to the Planning Department . C . All construction shall be performed in accordance wic.th the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 22 . e-S-BUILT PLANS As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 23 . VIOLATIONS Viol—a ions of any condition shall result in revocation of this permit by the Planning Board. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty ( 20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner ' s Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant . Walter B..Power, III Chairman EX\PB\400HIGH.DEC a - ,.� -14�.G�.j.' fie:�-it-. 1 ��'1 � - V'1 � � ' ��— \ �' �<��:� f �.... O• L6 "—_ 11 Ille-- - - ::: � ®� � ��l�1 i' m it � - ,� �o. �i •y�It�' �1� �°I�'�I� C�� � fl I� � ]�� 1• ` � _ 1 �1� kn :yv� u 4 i w rt� n ' o t u ZONING INFORMATION OLDE VIL The site is located inside the Business Park Development Zone (BPD) and the Entrance LAG E DRIVE Corridor Overlay. An uncompleted two story steel frame building (approx. 45,000 SF - both floors) exists on the site presently. The applicant proposes to demolish the existing building RC — - -- _ __ _� and construct a new one story building (45,000 SFt). Proposed use for the new building -�-- - is retail which requires a variance, which has been applied for. A Special Permit from the z AVE. - -- y z Planning Board to allow a building greater than 10,000 SF is required. 9 Sl BARNES R=2,g' � ' SQJEDULE OF DIMENSIONAL REQUIREMENTS OLDE VILLAGE DR. SIGNALLED—- — R= - _ ---- =- -- =-= _ _ 1 REQUIRED _- LE FOR BPD ZONE PROVIDED 10' INTERSECTION �" Minimum Lot Area 40,000 SF 196,456 SFt SITE ��. PROPOSED ENTRANCE k EXIT _ .r Minimum Lot Width 150 ft. 450 ft. HANDICAP HANDICAP (measured parallel with Highland Avenue CABLE RD. RAMP Corridor Overs 63 f -� - --- RAMP \ S 8 39'00 E i5 - —� - - --= - __ - along the Entrance Co ay line) Maximum Lot Coverage 45% 23% �� icC,o R R+•400.00tx. 5 WIDE BIT. CONS. �G�WALr �x. 5' WIDE BIT CONC. SIDEwALr Minimum Lot Depth 50 ft. 69.1 ft.t RICH'S P _ --- PLAZA EM \Sw FM 1 R=2.5' R=22' `' of Front Yard Sa * 5 SNOW STORAGE AREA IJ Minimum Width of Side Yard 30 ft. 40.2 ft.f i SNOW STORAGE j 1 65.00' Minimum Depth of Rear Yard 50 ft. 26.0 ft.f(voriance applied for) AREA 5170'1��'; � Maximum Height of Buildings 40 ft. 23.5 ft. R-30' R=20' ��, ��. �I Maximum Height of Fences 10 ft. None Proposed LOCUS. �� R=2.5'sl� L,, _ TOB Buffer Area (from residential) 75 ft. 31.0 ft.t(variance applied for) REM D 1"=500' "- I I` 1 Minimum Open Space 10% 8.5t% (variance applied for) -500' '. N R=30' 1 R=50' ROUE (TYP.) N PARKING CALCULATION �- HANDICAP a� RAMP R=3.75' R=6. ' �t t Per Zoning Ordinance Article VII Section 7-3, for retail uses, one parking space per S_Z:39'48" E '�s� I �I t I � � 150 SF of gross floor area is required. 1_ _42.00' R=5 R=12' L�. I / 60.00' 16 Total retail GFA = 45,000 SFf (one story) PROPOSED ENTRANCE do EXIT N 24' g REQUIRES MHD CURB CUT Parking required = 300 spaces R-20'/ o �� v+ AND MEPA ENF. Parkin provided = 236 spaces revision to variance required) iii \- O R=5' 9 P P ( R 5' Proposed parking includes 230 standard spaces (9' x 19') and 6 handicap spaces (8' x 19' 20.00' _ with a 4 ft. wide striped area per Architectural Barriers Board requirements). R=10 R=2' 1 TYPICAL SPACE ' PLAN REFERENCES N 9' x 19' (236 SPACES TOTAL) O� N � I, 1. Property lines per actual field survey Performed by North Shore Survey Corporation 0 1 I 1 I and shown on plan entitled "Plot Plan of Land, Located in Salem, Prepared for J. LEGEND- R=4'R-5' R=2' 1_ R=2 ,R=50 ,I` 1 Hilary Rocket", scale 1"=50' dated December 14, 1993, by North Shore Survey v PROPOSED 16 26 R=5 S1 1 1 I I' Corporation. DIRECTIONAL SIGN —10 0 �, �� 2. A Plan entitled "Plan of Land in Salem Massachusetts prepared for Salem Highland TRUCK ROUTE ♦ so Avenue Development Corporation", scale 1"=50', dated August 25, 1986 and R=2' R=4' -� ' sy ' approved by the Salem Planning Board on October 16, 1986, filed with the Essex �♦ TRAFFIC FLOW ARROW I se L� --T -- f- I MHDREFS rGN HI-2o��wo►ro 1 � County Registry of Deeds in Plan Book 219 Plan 36 on December 11, 1986, by 00 Essex Survey Service, Inc. DI DUMPSTER LOCATION � N 1, 1, 1 � Y '11 W TWO( SSS TO LYNN 3. Plans entitled "The Commonwealth of Massachusetts, Department of Public Works, �_ ' Highland Avenue., in the Cit of Salem, Essex County", Sheets 1, 3-6 of 25, PAINTED PAVEMENT I Z R=2' R=15' g y y ® (NO PARKING AREAS) I Q R=5 I i ', ' prepared by Syed A. Salam, P.E., dated November 12, 1984. i J O PEDESTRIAN CROSSING R=20' 4. Plans entitled "Route 107 Shopping Center, Highland Avenue, Salem, MA", dated July } 16 PAINTED PER CITY OF 1 6 R=5 �� R 50''' ' 7, 1988, by JA-BY Engineering, SALEM SPECIFICATIONS �i Highland Avenue Salem, 26. ,1 5. Plans entitled "The Highland Condominium at Salem, g , W R=2' i i Massachusetts", scale 1"=40', dated November 4, 1986 and revised through April 18, i 13' Z 17 ' ` v 1987, by JA-BY Engineering. E R=5' R=2' R=5' Z 6. A plan entitled "Alterations and Additions to Rich's Department Store, Highland Ave., N N — �y p ,` Salem, MA, Site Utilities Revised Plan", dated Jan. 10, 1986, revised through Jan. 27, j . N X ;� 0 1 � 1987, by Glassman Associates, Inc. N 3o.s ° t'" _ 24' 1� i o CURB CUT NOTES 3 R 5 R 2 I I I I I U?`r' 1 O 11 Zo An MHD curb cut permit is required. In order for the WHD curb cut permit to be processed, a MEPA ENF is required. O 1. The proposed curb cut onto Route 107 is for ingress and egress of passenger l w , vehicles and delivery trucks. r a � o ; 0 -�'� , �' 2. Signs directing trucks along the designated truck route through the site shall be o w v 19 r , , I SIGNAGE SCHEDULE �;c paced as indicated on the plans. PROPOSED 3. Dimensions shown are from curb face to curb face. R=5' R=2' ,, 1� � 1 STORY �� /� 3. o Z \ ` 4. Existing drainage adjacent to the curb cut shall remain as is. The existing gutter flow ALL w o ONE RIGHT 1 'S 45,000 S.F.t + L �,o o ` !, shall be maintained as is. TRUCKS WAY TURN 11 4 N O ��` 'D �` ONLY o; o - rQ° ' 'Z 1 111 5. Proposed signage on the center island: two R4-7 "KEEP RIGHT' signs. One R1-1 t Sr a R=g' R 2' O �' r N "STOP" placed adjacent to the right hand turn egress lane. There shall be a painted + R=2.5' stop bar at the egress g Si — S5 S9 I a , � P g point in accordance with M.H.D. specifications. The curb cut \ for site ingress and egress is from the southbound lane of Route 107. A raised ALL NO 19 24 t 1 It island median separates the southbound and northbound lanes at this location. A �' ` , t "ONE WAY' sign shall be placed in the median in accordance with M.H.D. TRUCKS X_� LEFT a v G 1�. WAY TURN w � � EX1S�N � ` specifications to direct exiting traffic southbound. �1 WA�( R� E 3> S2 S6 S10tQER 5T in R 7.5. R= PTE R� \ \ PARKING SPACES ONE `_ �1 The standard size for a parking space is 9 feet by 19 feet. The size of a handicap space R-33. - ` ` shall be per h Architectural WAY STOP � � '� � PEDESTRIAN � ,1 � p theBarriers Board specifications, 8 feet by 19 feet with a 4 �„� 1 I N F N CROSSING (TYP.) 1� `. ` \ foot striped (no parking) area for wheel chair maneuvering space. HANDICAP IRE LANE S3 S7 Z RAMP HANDICAP S2 1`� \ , All striping shall be 4 inch reflectorized white paint. J � .� \\ \ \ A handicap sign (R7-8) shall be mounted on a steel post imbedded in concrete in KEEP I CONCRETE SIDEWALK ter, front of each 12 = handicap parking P arkin space. ALL RIGHT W ANGLE.94'16'47" R ' ` 1 TRUCKS t 223.83_01. _ 1 S4 S8 z 29' 1� M 2.34' p NOTE: ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, THE MASSACHUSETTS HIGHWAY DEPARTMENT AND THE CITY OF SALEM, PER I � 6 -- F INTERNATIONAL SIGN SYMBOLS. SALEM FIRE DEPARTMENT ( \ \` s'a N01 is ' SHALL APPROVE FINAL LOCATION AND SIGN SYMBOLS. � v 13' KTt*� \� 260' 87.17 N — CERTIFIED FOR PERMITTING A ov � s ` , PURPOSES ONLY. NOT FOR \ \ CONSTRUCTION. PLANS o SUBJECT TO CHANGE. 217.14' 3 `\o LAYOUT PLAN 5 WIDE CONCRETE SIDEWALK —'" 1 1 41 SPECIAL PERMIT SITE PLAN D \' N M for property located at ONE WAY FIRE LANE 400 H 1 d A ---- -- _- _ _ - - - -- \ igh an venue 433.5+' ^� REVISIONS �0 Salem, Massachusetts _ S 48'39'48 E - -- -- -- �. — NO. DATE DESCRIPTION BY F 6 1/18/95 PER CLIENT'S REQUEST MR Prepared for: OLDE VILLAGE MALL REALTY TRUST 190 Pleasant Street, Marblehead, MA 01945 5 1/16/95 PER CLIENT'S REQUEST MR Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE - �E )OAD 4 g/29/g4 PER SALEM PLANNING BOARD MR 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 C A-B Land Surveyor: NORTH SHORE SURVEY CORP. J0 0 15 30 W 120 3 9/15/94 PER SALEM FIRE DEPT./FIRE INSPECTOR MR 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 06% \ 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 ( IN FEET ) F1 8/18/94 PER SALEM PLANNING DEPARTMENT MR 1 inch = 30 ft, Date: June 30, 1994 1 Scale: 1"=30' Sheet 2 of 6 PLDE #94-15 N/F Ll Emanuel & Margaret Amanti I N/F , OLDE VILLAGE DRIVE _ �, Ernest V. & Ann e V. M 6 Sw IM 131.96 o E. Victor Pierni & Ellen V. Munick RCF = S - -- -------- ----------- INV=128.88 rn ` C - - -- -.. D C5 RD. O - -------- --- c� �� AVE. T TT ------------ C8 SMH _ z RtM136.29 RIM=131.79 0 INV=13250 \'�S N/F ( INV-126.46 w BARNES N Salem Highland Enterprise, Inc. T RD. / OLDE VILLAGE DR. S 0 SGE SGE SGE i 0 S APPROX. LOC. 8" P S SEWER - D. G/ SITE (RIM=1356.15 � � R M 135.68 227 LF, 8" PVC SEWER S 0 0061 WG v S � 10" WATER INV-133.15 w WG INV-127.88 o w � W RIM=131.90 CABLE RD. CB w w OVERHEAD do UNDERGROUND w w w / 10 WATER INV1n=127.57 ? �� ELECTRIC VGC VGC r INVIn=127.32 --- RICH'S - S`NPM COST UNDERGROUND ELECTRIC MH `-- \ �. 5 WIDE BIT. CONC. sIDE>lrALK EOC•Q ;� ELEC. I N/F PLAZA ADEM \ APPROX. LOC. 24" RCP DRAIN 5' WIDE BIT. CONC. SIDEWALK BOX CATV ❑BOX E. VictorErnest V. & Ellen PV.ie Munick o \ 20 UTILITY EASEMENT TMH LYNN \ APPROX- END° - - _ - _ - - Q \ Bw 138.1 \ OF FENCE 41 z_ - }34 - 7- --�O SIGNAL DMH I �r'�=-===-`_-_ r POST L EXISTING fit:♦ RIM-136.54 /i!i� _= -_-� - _; - , Locus 3 STORY INVIn 12 )=132.69 /// r --` -131.50 LOCO J \/ ti07j�0'P,�� \ INVtn�24")=133.38 I �/: J ��Z / `\ ` WALLEw/ IN 136.50 1"=500' \ 8 ` N 2 WOOD FRAME ; �� ti INVout(24 )=130.32 EASEMENT FOR LOT A g� r� 1 - � a i S 48.39- - 7.a \ I 12` RC DMH W - -----�_�=� \� 130.22 I I � I � RIM=131.58 39'48 INV= z a Try s w 136.8 DMH \ (NOT FOUND) / 11 L ' \\ i \ / _ - J/ p). -- -- -- - 2p8' - - - CONTOURS EXISTING ELEVATIONAL EXISTING �` / \ ( � �� (129 \ =20� (PER PLDE SURVEY) 3 STORY \ / + 134.8 \ +133.4 --+` 1 / \ -- - -_206 WOOD FRAME m 1 ; / \ \ ` \• 3p +131.s \ - -- ----__ - PROPERTY UNE \ ( \ 31 y (PER NORTH SHORE SURVEY) BW 131 1 I \ 131 TW 133.1 M EXISTING SHRUBS \ 13 �' ROCK RETAINING WALL -' PER FIELD • \ 3 RECONNAISSANCE \ � � � A � +132.4 � 1111 \ S� SLOPED GRANITE EDGING \ �•{ VGC VERTICAL GRANITE CURBING EOP EDGESURVEYED PAVEMENT c \ t 1 + ` t N/F 4 \ o \ 1 130.6 �1 City of Salem -a- UTILITY POLE WITH GUY WIRE o yyt; WATER GATE O , O MHB/DH DRILL HOLE IN MASS. HIGHWAY BOUND j I I a \+133.6 Z 1 �� FOUND AT TIME OF SURVEY I I I 134.6 BENCHMARK A +132.4 TW 133. E \ BW 132.6 B 129. 1. TOPOGRAPHY AND EXISTING FIIELD CONDITIONS PER EXISTING o i LA + �❑ - -- x Z O ACTUAL FIELD SURVEY PERFORMED BY PATROWICZ 3 STORY �, �, �_- �, c r I \ WOOD FRAME � x ' I I � � � �, ,44.8 ry° \ 115► sTl ` N - LAND DEVELOPMENT ENGINEERIING ON 4/18/94 Z c 2 ! I 1 1 BW 135.5 � � � a USING A TOTAL STATION SURVEY INSTRUMENT AND � , , � DATA COLLECTOR. - �` \ 11 1 0 i \ � �4 111 Z \ 2. BENCHMARK: SMH INVERT ELEVATION-127.88 1 , Z G \ n 1 TAKEN FROM PLAN ENTITLED "THE HIGHLAND \ 1 >t I� \ y � �� N , \ 1 CONDOMINIUM AT SALEM, HIGHLAND AVENUE, SALEM, I eN ° \ n N o , MASSACHUSETTS SCALE 1"=40', DATED NOV. 4, 1986 \ LOT A \ O co m , 1� \ \ \ 1 0� ~` AREA: 3.95±Ac. �-_�-DMH �0 � o � AND REVISED THROUGH 4/18/87, PREPARED BY JA-BY \ \ p > o Z 1 ENGINEERING. \ \ \ 1 +134.6 NOT FOUNED ,. . PROPERTY LINE PER SURVEY PERFORMED \ y \( ) L Q 1 3 0 r 0 129 BY NORTH SHORE SURVEY COIRPORATION. \ \ a I$ \ 1A O O REFERENCES: 1. THE COMMONWEALTH OF MASSACHUSETTS, DEPT. OF \ i, \ `rs° \ r ` PUBLIC WORKS," HIGHLAND AVE., IN THE CITY OF SALEM, ESSEX COUNTY PREPARED BY SYED A. SALAM, P.E., "Al' `\ 1 � +134.3 � �\ � "� \ \ DATED 11/12/84. STOCKADE ! 7 \ 'rQ FENCE �3a / \ X342 1 ` 2 SALEM, HIGHLAND AVENUE, SALEM, MASSACHUSETTS", SETTS", !I�w 1366 SCALE 1"=40', DATED NOV. 41, 1986 AND REVISED \ / \ B ,28., X28 T Hammond THROUGH 4/18/87, PREPARED BY JA-BY ENGINEERING. \ he POOL AREA ' Tw 147.0 \ i BwTW133 -6 Family Trust 3. "PLOT PLAN OF LAND, LOCATED IN SALEM, PREPARED i� 135.0 ----------- ROOF OVERHANG- - - - \ 11� FOR J. HILARY ROCKETT", SCALE 1"=50', DATED -"_' A +'34'4 -�-- -- 3=s -----rte +1� ` DEC. 14, 1993, PREPARED BY NORTH SHORE SURVEY CORP. _ -1 13¢ - r - ,� 141.45' 133- -1 �, -- 1 t3.'�! - ( `�M Or N F •�, \ m Qo \ P A N10�11!?t / 133 Prime Investment Group Trust \ 1 Q ! ; EXISTING 12� ~~ ` a ` 2 STORY \ o ERTIFIED FOR PERMITTING I STEEL CONSTRUCTION \ 00 APPROX. 45,000 S.F (TOTAL) \ � �� PURPOSES ONLY. NOT FOR 1341 CONSTRUCTION. PLANS 9 99, FFE 132.8± \ +,33.4 SUBJECT TO CHANGE. \ N \ C \ \ RIM--125.31 a GEI �� �'' � % _ INY�-;18:d EXISTING CONDITIONS PLAN 44&3 CN4 INVout=1119.06 ��4 + IX2 133.9 34.1 \ O� , 135 294.41' 133.4 SPECIAL PERMIT SITE PLAN 1 134 6 A '\ \ \ G � ,Z for property located at SIGN EASEMENT - --- ---- � \ - - Bw ,31 .4 \ 400 Highland Avenue LEDGE CLIFF _ -� ___�``- , BW 133.7 - - \ _ _ =�/ - _ � Tw y BW ,23 3 MHB/DH - - \ = - c L A R K Salem, Massachusetts N _� MH (OT FOUND) �s S T Prepared for: OLDIE VILLAGE MALL REALTY TRUST �`� _ _ - I I I I I I I i ' EX. 12'0 (NOT FOUND 1 �L 190 Pleasant Street, Marblehead, MA 01945 i I ` , y ' I - '� Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING OD l A a p w N V \ GRAPHIC SCAM 204gLafayette Street, Salem, MA 01970 Ph.(508) 741-1663 1 - � - - i� -, , ' `" I 0 15 30 °0 120 Land Surveyor: NORTH SHORE SURVEY CORP. CD A N/F DMH -GATE 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 rn o _ p T V RO AD Camp Lion of Lynn - ND) Architect: ROBERT ZARELLI, ARCHITECT CAB ( � ) 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 1 inch = 30 it FTat7e7- June 30, 1994 Scale: 1"=30' Sheet 1 of 6 PLDE #94-15 I ZONING NFORMATION The site is located inside the Business Park Development Zone (BPD) and the Entrance OLDEVILLAGE DRIVE Corridor Overlay. An uncompleted two story steel frame building (approx. 45,000 SF - both floo6gRCF< = CO � andrs) exists eonstructon the site a new one story bly.uildin a applicant 45,000 SFt proposes P o Proposed seirsh forthe theenewinbg building Coq AVE = CTT RD. - _ `` - —�_ - — �� is retail which requires a variance, which h( has been applied for. A Special Permit from the _P D Planning Board to allow a building greater than 10,000 SF is required. o y SCHEDULE OF DIMENSIONAL REQUIREMENTS BARNES — R=2.5' 10' R=2.5' REQUIRED --_- - OLDE VILLAGE DR. ST R0. -- - _ - �- FOR BPD ZONE PROVIDED PROPOSED ENTRANCE & EXIT Minimum Lot Area 40,000 SF 172,062 SF SITE ��• FOR PASSENGER CARS ONLY Minimum Lot Width 150 ft. 450 ft. NO TRUCKS � HANDICAP (measured parallel with Highland Avenue CABLE RD. GAP ,- __ RAMP R=8' - along the Entrance Corridor Overiay line) --- _ Maximum Lot Coverage 45% 0 RICH'S i S`N AN` SCO�� r -------- -- - -- s�2 10 R-2.V-- =22' P _ -__ _-___ - - --__- -__ � � Minimum Lot Depth 50 ft. 65 ft.f PLAZA �ENt � sa � of Front. Yard S7 y Minimum 'Width of Side Yard 30 ft. 39 ft.t I Minimum Depth of Rear Yard 50 ft. 30.89 ft.(variance applied for) PROPOSED 25' IDE � ` 15 SNOW STORAGE AREA - EX, ; III Maximum Height of Buildings 40 ft. 23.5 ft. ACCESS EASEMENTR=20' _IGN li Maximum Height of Fences 10 ft. None Proposed S12 Buffer Area (from residential) 75 ft. 30.89 ft.(variance applied for) LOCUS _-_--- - I Minimum Open Space 10% ( pp ) R=2.5 , 1, I �, 8.5q variance applied for 5' I N 275.22 , i, PARKING CALCULATION W N N 48-39'48" ., ' 1 90'I 1 13.27' __ - - ,p+ Per Zoning Ordinance Article VII Section 7-3, for retail uses, one parking space per / 5.68' _ 142.77' R R=2' < �3�ss, ` 1 I 150 SF of gross floor area is required. _ - 110.89' 1 84'29 07" 16 R=2 sow �I �I �' �' Total retail GFA - 45,000 SF (one story) PROPOSED ENTRANCE do EXIT Parkin required = 300 spaces O11 s2 =45' FOR PASSENGER CARS AND 9 q p 24 t ` TRUCKS. REQUIRES MHD Parking provided = 236 spaces (variance applied for) I� 17 b, 1 CURB CUT PERMIT AND R=2' �, MEPA ENF. Proposed parking includes 230 standard spaces (9' x 19') and 6 handicap spaces (8' x 19' TRUCK ROUTE-(TYP ) I� Zwith a 4 �t. wide striped area per Architectural Barriers Board requirements). o R 10I F I ' -� R=12' R=2' TYPICAL SPACE R=5' \ PLAN REFERENCES R=12' — _ 9' x 19' O civ \ 6.8'x' (236 SPACE'S TOTAL) __11 O 1. Property lines per actual field survey performed by North Shore Survey Corporation _ N and shown on plan entitled "Plot Plan of Land, Located in Salem, Prepared for J. 30.89' 5' 80 R=5' R=2' r rR-4 R=2' R=30' rn'. '? Hilary Rocket", scale 1"=50' dated December 14, 1993, by North Shore Survey Z 26' , Corporation. si fn 1g R=5-- j ' ._ =10 , 2. A Plan entitled "Plan of Land in Salem, Massachusetts prepared for Salem Highland S4 N wl 07" W sic Avenue Development Corporation", scale 1"=50', dated August 25, 1986 and R=2' R=4' ��-- approved by the Salem Planning Board on October 16, 1986, filed with the Essex s4 -`` sesa 1d County Registry of Deeds in Plan Book 219 Plan 36 on December 11, 1986, by - 1 ' Essex Survey Service, Inc. N a, R=3' t, I '' R=3', ' 3. Plans entitled "The Commonwealth of Massachusetts, Department of Public Works, �— Ra2, ' Highland Avenue., in the City of Salem, Essex County', Sheets 1, 3-6 of 25, R=5' R=15' n, t prepared by Syed A. Salam, P.E., dated November 12, 1964. 16 R=3. 730' 1 !� 4. Plans entitled "Route 107 Shopping Center, Highland Aventue, Salem, MA", dated July --- 6 26 ' 7, 1988, by JA-BY Engineering. R=2 5. Plans entitled "The Highland Condominium at Salem, Highland Avenue, Salem, .... _ Massachusetts", scale 1"=40', dated November 4, 1986 aind revised through April 18, 1987, by JA-BY Engineering. 1 13` - 1 R=5' R=5' ' 6. A plan entitled "Alterations and Additions to Rich's Deparltment Store, Highland Ave., R=2' O Salem, MA, Site Utilities Revised Plan", dated Jan. 10, 1906, revised through Jan. 27, I 1 1 1987, by Glassman Associates, Inc. N 24. CURB CUT NOTES R=5' R-2' V7 An MHD curb cut permit is required. In order for the MHD curb cut permit to be , O LEGEND processed, a MEPA ENF is required. v! j, t'0 1 1. The proposed curb cut onto Route 107 is for ingress and egress of passenger PROPOSED �a , vehicles and delivery trucks. Only passenger cars will access the site from the a DIRECTIONAL SIGN ICAI t9 `�� entrance located on Olde Village Drive. A "NO TRUCKS" sign shall be placed - TRUCK ROUTE ; adjacent to the entrance at Olde Village Drive. $I W 46 1 9 ■♦ TRAFFIC FLOW ARROW T52. Signs directing trucks along the designated truck route through the site shall be . . . U r- Z R=5. R=2' <� 90 10rn placed as indicated on the plans. Z1 p DUMPSTER LOCATION / >, Z � . . . . . .:. . . . � � ,� Q S-o�, � 1 1 3. Dimensions shown are from curb face to curb face. • 4. Existing drainage adjacent to the curb cut shall remain ass is. The existing gutter flow N_ � � 9 9 Ja O I r -0, qo Z shall be maintained as is. fr R=8' R=2' C� R=2.5' 1 , `n q � � �, \_ 5. Proposed signage on the center island: two R4-7 "KEEP RIGHT" signs. One R1-1 i ° t "STOP" placed adjacent to the right hand turn egress lane. There shall be a painted Z j PROPOSED 19 24 t stop bar at the egress point in accordance with M.H.D. specifications. The curb cut 3 1 STORYfor site ingress and egress is from the southbound lane of Route 107. A raised EP� island median separates the southbound and northbound I ones at this location. A 45,000. .S.f: N , s�NO of w " p . . . . -� EXI R��3E 31 \ ONE WAY sign shall be placed in the median in accordarnce with M.H.D. �. g. c19 �� PER R FERENC •;` speci4ications to direct exiting traffic southbound. R-7.5' R=2' -� g' �- ` PARKING SPACES The standard size for a parking space is 9 feeby 19 feet. The size of a handicap space I R=33.5' 19 ` shall be per the Architectural Barriers Board specifications, 8 feet by 19 feet with a 4 1HANDICAP ` ` �, foot striped (no parking) area for wheel chair maneuvering space. s . . ACCESS RAMP — ` \1 All striping shall be 4 inch reflectorized white paint. n R=12' A handicap sign (R7-8) shall be mounted on a steel post imbedded in concrete in front of each handicap parking space. 2 2 8.4' %�,�. SIGNAGE SCHEDULE I : :::.: .: : : . :: : ` 8' $ ,` 1 20' S' OTT IAN 24' `i `\ \. TROWICz�ry . P 5.90 ` �? c uiu sc; ALL . .':: :':'.... . . . ,1 1 No.33856 p S ONE RIGHT \ Po qF TRUCK) . .. .. . . . . . . . CISTE+z� 1 WAY TURN I .. . . . . . . . . . . . . . . . . . . . ... .'.'.��.'. . . . . .. . . . . . . \,` �•�`r0 ENG` ONLY . . . . : --- f `\• \ ``N. Q ` S1 S5 S9 13 ` \\ \ / CERTI ED FOR PERMITTING ��f : : : : . ... . .... . . . . . 3� o \ PURPOSES ONLY. NOT FOR ALL HC NO o - N. PLANS . . . . . . . .. . TRUCKS PARKING LEFT :':': :': :'. ' '. `^ SUBJECT TO CHANGE. TURN m N� \, S2 ss s10 �---- 3035.5 70 ,''�' ''►, m LAYOUT PLAN ONE NO I of > ` - y WAY STOP PARKING I @ � PECIAL PERMIT SITE PLAN S3S7 S11 12' I R=2' R=5 =25 14 �` for property located at KEEP �--- - --- �►---" - t— r _ 90. ALL RIGHT NO �l ONE WAY _ — 400 Highland Avenue TRUCKS TRUCKS _ -- �� 1J E CONCRETE RETAINING WALL _ `l i \ I (APPROX. LOCATION) 433.54' S4 58 S12 S 4 j Salem, Massachusetts 1 --- - 8`39 48 E 90' \ 302.88' -- •_ _ __ _ _______ _ `_' - --- - ---- \ NOTE: ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC Prepared for: OLDE VILLAGE MALL REALTY TRUST - ------ - - CONTROL DEVICES, LATEST EDITION, THE MASSACHUSETTS CONC. SSL-ABB 190 Pleasant Street, Marblehead, MA 01945\ HIGHWAY DEPARTMENT AND THE CITY OF SALEM. i �`-�_` Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING AD GRAPHIC SCALE 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 ART po Land Surveyor: NORTH SHORE SURVEY CORP. C A JD ° 'S J0 °0 'x 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 \ Architect: ROBERT ZARELLI, ARCHITECT ( IN FM 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 1 inch = 30 ft Date: June 30, 1994 Scale: 1"=30' Sheet 2 of 6 PLDE #94-15 ii AJ 4" BARK MULCH STREET TREE (LOCATION SHOWN OLDE VILLAGE DRIVE ON PLAN) ACER RUBRUM (AR) RED MAPLE. 2 1/2' TO 3- 1/3 OF BURLAP UNTIED AND CALIPER (TYP.) FINISHED _� SPREAD AWAY FROM BALL GRADE �� MOUND AROUND EDGE OF PIT �— 2' min. _ PLANT AT SAME DEPTH AS PREVIOUSLY GROWN OR WITHIN ONE INCH BELOW EXISTING EXBLACK REINFORCED SUSTINGBGRASLOPE TO FORM DISH RUBBER HOSE (MAX.) TWO STRANDS OF X18 GAUGE TWISTED ` 2" BARK MULCH 3" BACKFILL MIXTURE / — — - MIN. STEEL WIRE - --- — --- ------ ---- ---- ---- _ —-- ` � / ` / /� TO UNTIE AND ROLL BACK L TREE WRAP • FIRST BRANCH ` BURLAP FROM TOP 1/3 ® MATPEDURE BACKFILL I 2" MIN. - 1 / 2x2 SPRUCE POST OF ROOT BALL MOUND AROUND EDGE OF UNPAINTED 6' HIGH ® SNOW STORAGE AREA EX. �, I SHRUB PLANTING DETAIL (MIN.) 3 RARE IN PIT SIGN �� 1 PLANTING AREA 5' MIN. BALLED AND BURLAPPED Not To Scale (-FINISHED GRADE (SURFACE ,�� I' TREATEMENT SEE PLAN) Ian OR EXISTING -- _-- � • � I SUBGRADE ` I I ( 2 MIN. - • ' l' � � � __ -__--, SLOPE TO FORM DISH I + GTI • GTI _ 12" MIN. BACKALL LOAMIXTURE (T`(P.) M192 � 1 25% SAND PS1, li I 25% PEAT MOSS, MANURE \ ` " AND VERMICULITE � � ROOT BALL 15 TAMPED BACKFILL MIXTURE QMP,9a TH RR 6' DIAM. HOLE DUG VARIES MIN. IR +%,l N ' FOR THE ROOT BAIL AND PROPER AMOUNT TREE PLANTING DETAIL % t {ZT1 OF BACKFILL MIX. I r Not To Scale 11 Z GTI 1 GTI r� PLANTING SCHEDULE 64 SYMBOL ABBREV. QUANTITY BOTANICAL NAME COMMON NAME SIZE TREES " I OR 18 Quercus Rubra Red Oak 2.5 inch caliper PS 21 AZ � � � Pinus Strobus White Pine 8-10' ht. 12' O.C. PR 14 Pinus Resinosa Red Pine 10-12' ht. y R Q I GTI , i` GTI 13 Gleditsia Thornless 2.5 inclh caliper Triacanthos Inermis Honey Locust RR v . . . Gil SHRUBS i• PK 10 Prunus S. Kwanzan Flowering Cherry 8' ht. PR . . . .. . . . . . : . 1 • f- AZ 11 Azalea Dei. V. White White Azalea 18 ' -24" ht. .. . __rte 1 . I N I ' L. 1 °� R 12 Rhododendron PJM Lavender Rhod. 2-3 foott ht. IG 8 Ilex (labra Inkberry 18'-24" ht. 510 I i GTI MP 5 Myrica Pennsytvanica Bayberry 2-3' ht. �, , EA 12 Euonymus Alatus Burning Bush 3 foot min. AZ TH 27 Thu' Occidentalls Am. Arborvitae -7' h t. RR 35 Rosa Rugosa Rugoso Rose 3 foot min. �,�- GROUND AZ e R w' (� COVER CH 75 Cotoneaster Rock Cotoneaster one gtallon a I16k -07" O 1 PS� 1 , _ .. . . . . . GTI , \ GENERAL DESCRIPTION OF EXISTING VEGETATION The existing vegetation on the site is grass weeds and brush growth through a graivel base �. . GTI -- - �� ` placed for construction of the partially completed existing building. Topography is generally y flat except for a ledge cut in the northwest corner of the site. 'I� LANDSCAPING NOTES All landscaped areas and plant'ng beds shall receive 4 in. minimum screened loam. The \ + ` planting beds shall be graded fiat so as not to allow runoff into the parking lot. . . . . . . . . . . . . . 1 �1 P 9 9 P 9 . . . . \ 1 All planting beds shall receive 4 in. pine bark mulch or other bark mulch. . . . . . . . . Eachtree shall be staked and secured with galvanized wire as detailed. The wire shall be e r ' wrapped in rubber hose around the tree. Clear and grub all areas for ground cover and plantings. Fine grade these areas prior to 1 laying the loam. Remove stones over 3 in. diameter, sticks, protruding roots and other j Each plant shall be watered In to remove air pockets during planting. debris. r' I . . . . . . . 1 1 n \\ . . I . . . . . . . . . . . . . . .. . . . . . . . . . �\ I RMITTING PURPCERTIOSES ONLY.FI FOR NOT FOR TH . --- �2 CONSTRUCTION. PLANS SUBJECT TO CHANGE. . . . . . . . . . . . . . . . . 'Ti9e . . . . . . . . . . . . . . . . . . �� \ ;D� LANDSCAPING PLAN * 0 / \\ / SPECIAL PERMIT SITE PLAN /;u r ;�/ \ ' for property located at RR � � �. I1 EA\ 400 Highland Avenue Salem, Massachusetts Prepared for: OLDIE VILLAGE MALL REALTY TRUST \ 190 Pleasant Street, Marblehead, MA 01945 Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 GRAPHIC SCALE � C:ONC. SLAB ----- Land Surveyor: NORTH SHORE SURVEY CORP. —"--- \, 30 0 t5 JO d0 120 - ---------- - 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 Architect: ROBERT ZARELLI, ARCHITECT ROAD 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 CABLE ( �I >� > 1 inch 30 it Date: June 30, 1994 Scale: 1"=30' Sheet 3 of 6 PLDE #94-15 EXISTING CONDITIONS { All demolition of structures and appurtenances shall be specified and performed by others. The locations and elevations of existing utilities as shown on these plans are approximate, OLDE VILLAGE � � based on the best available information at the time of preparation of these plans. The site DRIVE contractor shall verify locations and elevations of existing utilities prior to commencing work. ,y D Adjustments to the design (if required) based on actual field conditions shall be the 0 responsibility of the Contractor. PLDE assumes no responsibility for utility lines broken during site construction. RELOCATE EX. SIGN i PROPOSED SITE INFRASTRUCTURE REMOVE EX. SGE The site is designed for a WB-40 Vehicle (tractor-trailer with a 40 ft. trailer in tow). -- S --- S _ - - - E% The following notes pertain to the utilities outside the building. Utilities inside the building CONNECT TO EX. SMN NEW SGE S - - G���G are specified by the Architect and others, INV=127.88 MATCH EX. /��E Prior to working inside the road rights of way, the site contractor shall obtain all necessary 10" WATER WG PAVEMENT MATCH EXISTING g g Y, y - ---- ----- W - ---- 10" WATER m permits to perform such work from the City of Salem and /or Massachusetts Highway --- --- �— w -- - vo'x 6` - - - w -- --- --- --- - - ---- w Department (MHD). REMOVE EX. SIGN -- �, TS&V OVE EX. VGC /-OVERHEAD & UNDERGROUNED a — ELECTRIC UNDERGROUND ELECTRIC The Site contractor shall contact dig safe at 1-800-322-4844 prior to commencing any _ 225' BEND _ Z utility work. — _� -- -- MATCH PROPOSED �►C�_- - ^' `� APPROX. LOC. 24" RCP DRAIN � --�-- ---- ---- -- --- L� CURBING WITH EX. vGC � Fore Alarm: Per Building Code and the Salem Fire Department. / 62 3 / RELOCATE EX. UTILITY POLE \ Exterior Lighting: Lights will be mounted on the building for lighting around the building, Q 9 9 9 9 9, �o / I -REMOVE EX. BIT. CONC. FMH \ location and type to be specified by others in compliance with energy codes. SIDEWALK. MATCH SIDEWALK AT ti The proposed new parking areas are illuminated with two-way 250 W high pressure sodium TOP OF PROPOSED CURB. Ex, lights on 14 foot high light poles directed downward and shielded frorm public/private ways. o• -- SIGN I 9 9 9 P P /P Ys• SNOW STORAGE AREA The lights shall be designed to illuminate the proposed parking lot wiith an illumination level of 0.5 foot candle. A lighting pian shall be submitted to the building inspector prior to PROPOSED 20' WIDE /a / REMOVE EX. BIT. CONC. ` issuance of a certificate of occupancy. 3r SIDEWALK. MATCH SIDEWALK AT UTILITY EASEMENT J � TOP OF PROPOSED CURB. \ I Domestic Water Service: The site contractor shall locate the existing water service and verify _ ' 1 the size of water line and location of meters. The location of the water Imes and meters - - ---- � � I shown on this plan are approximate. _ - \ Fire Protection Service: The proposed building does not contain interior fire protection 3 1 sprinklers per Architect, therefore no separate service line for fire protection is provided. J I Two existing hydrants in Olde Village Drive are within 500 feet of the furthest corner of 1 the proposed building. Electric and Telephone: Final location, size, depth and materials are !subject to the approval 22.5' BEN 11 �. of the respective utility companies. Electric and Telephone service to be brought to the SMH I D ! y building b underground cable.. Electric and Telephone work b others. „ " \ i 9 Y g P Y RIM-135.25 6 x 4 \ 6" INVin=128.82 REDUCER BOLLARD - Gas Service: Natural gas service is to be provided to the proposed building in accordance 8" INVout=128.65 ti 4"GV ( ' ' yt REMOVE EXIT with local gas company standards. =T --- N 1 STING' Cable TV Service: No cable TV service is to be provided to the prop>osed building. •) 4 DOMESTIC Z STONE MASONRY WALL BOLLARDIS C ( SGE 1 Sewage Disposal: Refer to the drawings Storm Drainage System: Refer to the drawings MATCH . • .. .. Z 1�EXISTING '' 1 1 "" I PAVEMENT 'I 1 PAVEMENT �� ' y Within State Highway Right-of-Way the driveway shall have a minimum 6 in. foundation of compacted gravel, and shall be paved with minimum 3 in. bituminous; concrete in two 1.5 G \ inch lifts. The new pavement shall butt into and not overlap the edge of the existing . . . . . ... . . . . . . .. . . . . . ... . . � SG 811 CONG. 1! highway surface. • . , . . •. . . • . . . \ New bituminous pavement in the proposed parking and loading areas shall consist of 10" compacted gravel, 2" bituminous binder course and 1" bituminous top course. I E: Concrete Walkway around the proposed building shall consist of 4" thiick concrete with 6X6X10/10 WWF 1-1/2" from the bottom on 10 compacted gravel placed on thoroughly I S REIL�C TE EX.; UTILITY POLE \ compacted subbase. Place joint filler at interface with concrete curbing and at the building Q : : foundation. Place a score line (control joint) every 10 feet in length.. Place expansion joints �►1 ' with joint filler every 30 feet in length. � . . . . . . .. ... ..... . . . . . .... ... .. . . .. . . r CONCRETE - t , 1 . . ...'.'.'.'.'. . .'. . .. WHEEL STOP I \ ' \ \ CURBING :: .' .... ..: . : . :.... { 1 (�•) _ 1 \ ' Dimensions are from the face of the edging at the gutter line. Ln . . . . ... . .. . �\ Curb cut for handicap ramp per Architectural Barriers Board specificaltions 521 CMR 2.0 i \ ` Section 21.1 and detailed on this plan. W 1 i t t } CONCRETE CURB (TYP.) �- BIT. CONC. t i PARKING AREA Precast Reinforced Concrete Curb shall be installed per the detail in (locations indicated on v> I Qv 't'; the drawings. Sloped granite edging (SGE) shall be provided as indicated where exisiting islands in Olde Un 1 Village Drive are to be modified, and along curb cut to Route 107. \� 1 DUMPSTER PAD ..:.:.,.`.. ........:....:. . . . .:. EXISTING `NONE MASONRY 'WALL 1 � Size and locations shown on this plan. ;Z I _f TO REMAIN ' The surface shall be flush with the adjacent asphalt pavement and shall be 5 inch formed a PIR RECK ) \ portlond cement concrete with 4 inch by 4 inch WWM. (REPAIR A$ (RED t \ i .. . ...... . . .. . . . . . :.:...::..:... The subbase shall be 8 in. gravel borrow M.D.P.W. M1.03.0 Type B (no stones over 3 in.) : . :'.. .. . :':': : compacted UARDRA to 9890. I v '.'.'.- L POST MOUNTED GUARDRAIL L `n LUMINAIR (TYP.) \\ Guardrail shall be steel beam in accordance with Massachusetts Highwray Department I 1 Construction Stcndards in the location shown on these plans. SIGNAGE a 1 , , Advertisement signage shall be by others. Permits obtained by others_ N a •. . • . . • .. r Directional signage a is shown graphically on the layout Ian. N \ RETAINING W,4,LLS o � A concrete retaining wall (conceptually shown on this plan by approxiimate location only) !� : . . . . ...:...:.:... .::._, .. . . . .. ` I I _ , \ along the southwest edge of the site shall be designed by a structural engineer registered in 10 \ LIGHT(POLES Massachusetts. An exposed ledge cut in lieu of a retaining wall in part or full shall be i CONCRETE PYLONS t ` `` subject to review and approval by the City of Salem. ! g : f : WHEN LOCATED IN 1 An existing BIT. CONC. AREA (TYP.) SHIELDED \ g retaining wall along Route 107 requires structural inspection prior to the I HANDICAP POST MOUNTED \ \ construction of the proposed parking lot to insure the structural integrity of this existing wall. ACCESS RAMP LUMINAIR (TYPO) ` i An existing retaining wall off-site adjacent to the proposed loading area requires structural . . . . ... . . . �� _-_ F - . -- �- _ - _-- - ` \ 1 inspection prior to the construction of the proposed loading area to insure the structural i - - - 1Y MADE - - t f this t II . . . . - --- \ `\ \\ integrity i y o is exls i g w0. ., CRETE SIDEWALK TYP. \ � e r•t 'n . . . . . . . . .. . . �. .. @ 1 \ z,' V1f sAAd o. . . . . . 0 . . .. . . . . . . \ r TF3 wwz . . . . . . . .. 0 . . . . . 1 a 1Wr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . t CIFT fatb� .. . . . ..- . .'. .'.'.'.. . .'. .. . .. it . . . . . . . . . . . . . . . . '. . .'. .' .. .. -. .. ... ..... ...:... ':':.. . • .. . . . . . . .. . . . '. '. . . . . . . - \ PURPOSES ONLY NOT FOR -- -- I MI IN .� . Z \ RPO :: :. : :: : . . . . . . . . . . . . . . . . . . . . . . . ... ..'.'.-.'. o CONSTRUCTION. PLANS SUBJECT TO CHANGE .. .......' iNAll: 1l0UMTED. .. . .:':':':': :'. L1ri�AW (TrP:). cn „ . . . . . . . . . . . . . 0 -----11 BOLLARD ,QCA UTILITY POLE I *� _ MATERIALS & UTILITIES PLAN \ 5 WIDE CONCRETE SIDEWALK - - - ------ l m \\ _— - - - i - -- i --- - -- - D ` \ I \ SPECIAL PERMIT SITE PLAN �',• �_ __ for property located at EX. LEDGE CUT GUARDRAIL 400 Highland Avenue _�--- ---�-- INSTALL GUARDRAIL ON TOP CONCRETE RETAINING WALL - NISTALL GUARDRAIL ON TOP OF EXISTING RET. WALL \' Salem, Massachusetts l_J (APPROX. -----__ _ --_ O►F PROPOSED RET. WALL ---- Y` \ Prepared for: OLDIE VILLAGE MALL REALTY TRUST 190 Pleasant Street, Marblehead, MA 01945 CONC. SLAB - \ Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 Ro AD Land Surveyor: NORTH SHORE SURVEY CORP. so o is '° so 120 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 CABLE Architect: ROBERT ZARELLI ARCHITECT \ ( IN FEED ) 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 I inch = 30 ft. Date: June 30, 1994 Scale: 1"=30' Sheet 4 of 6T PLDE #94-15 IGRADING AND DRAINAGE PLAN NOTES Plan references: OLDE IN ' VILLAGE DRIVE RIM= I 1. Existing conditions and topography per actual field survey performed by PLDE on _ a jINv=128.88 i April 18,"1994. Benchmark: SMH #1, Invert Elevation = 127.88' taken from a plan entitled The Highland Condominium at Salem, Highland Avenue, Salem, \ CB / Massachusetts", Scale 1 =40 , dated November 4, 1986 and revised through April 18, RIM=139.�s� � _ � 1987, prepared by JA-BY Engineering. N INV=132.50 13s �� �4 jf ' 2. Approved plans: "The Highland Condominium at Salem" prepared by JA-BY S \ '� Engineering, dated 11\4\86. --- _ \ 3. Approved plans: "The Highland Condominium at Salem, Highland Avenue, Salem, S , S --S _. C Massachusetts", scale 1"=40', dated Nov. 4, 1986 and revised through 4/18/87, - 5 ---T--------- 4 Cg ^-_-- - 0 5 /, = s prepared by JA-BY Engineering. RIM=136.15 /wr. o CB NOTES: IINV=133.15 ° ! �_ � INVin=127.57 " " INVin=127.32 1. Prior to final design, soil testing to determine K factor (;soil permeability) shall Y` -� be performed in order to properly size the exfiltration system. J A Ar PROX. LOC. 24" RCP DRAIN _ _ _ % _ - , ` 2. The existing drain line cutting across the subject site shown within the 30' wide '` } 20' UTILITY EASEMJ T drainage easement, and shown to be a 24"D, 36"D and 12"D, is assumed to ByI'13e.txs�-I / ! have been constructed in its entirety. These drainage lines: and structures receive \ 41 z- - , / \ J �- - 1g4 _ -- --< -- ( the flow from the upgradient condominiums and direct it through the subject site ¢ DMH (FOUND) _- __- This drainage concept proposes to utilize an on-site exfiltration system designed RIM=136.54 / p J'%%�_= - -- _ ` - -�� -, _____ to retain on the 10-year design storm. The proposed) drainage concept utilizes j INVin(12")=132.69 i 2�' O i ��/ \ CB " INVin(24")=133.38 �`r o��p r ~ RIM-131.50 the existing 36 drain as an emergency overflow only. \ \ INVout(24")=130.32 \ fy'yO �� \ /� f 132.8 INV=126.50 1 ' 3. Based on the Flood Insurance Rate Map (FIRM), Panel 5 Of 5, Community Panel No. 250102 00058, revised August 5, 1985, the site does not lie in a R ' Zone A 100 year flood plain. / �� _ / / / I \ I DMH 4. The proposed development is not within 100 feet of a wetland or water body. NIM 1NtS 1 5. All drain lines shall be polyethelene (black plastic), smooth interior, embedded I for H-20 loading. 135. 34.7 30 F. EXFILTRA + 134.8 \ X30 LB#6(DOUBLE o ! I 1 II RIM-132.25 ( I - \ INV-128.25 I TC 135.57 +134:5 2 -N - r; TW �? \ \ BC 135.07 O 4 7 l.. . .'. . .":5;.'. .' :' ,� 133 � r 0c�, I .. 133.30 Cowl . . . . . . . . .. 133.1 \� / _� t-. I� IN � GAL �MENT TANK l I� 128.o5(FIROM DMH c). . . . . . . . . . ... Q 127.38(FROM LB 1 I I . . . .. . .. . . . . ` . . .. . _ 15 LF. 33. I �' \\ . . . . i7 300 LF. EXFILTRA110N 12� DI ` + S-0.01 h F� =13 90 1 I . . . . . . . . . . . .'. . . . ..1346 . . ... . 134.24 \ L_ 47 LF. 1Y p1 1 12Q 1 m I1 . . . . . . .'. . .. . .. . 25 C.F. X0.0125 . . . . . . . 12" DIA I I cv �i � S-0. v v 3< i I L6#2 I� I I I RIM-134.88 `° \ ?a. \ b INvt2a 0a i TW 133 a I I INV=130.38 ,� �o BW t3ze B �29. 1 o 1 I I I 20 LF: 1z' DIA. 134.11+ \ _ 1:33 _i ROOF DRAM 5-0.01 DMH C 6 DIA. \ 7�0 I I 1 \ do �ti (C8#5(DOUBLE) RIM=1;32.60 \� I I I I I ,� o v� FLIM=132.50 INVin=128.25(FROM CBp) + rw . . .. . . . . 20 INV-128.50 INVin=1 28.31(FROM C80 I TC 135.70 S BC 135.37 2 Z INVIn-128.78(FROM LB i 1 I �� O (Tl INVout=128.21 13a.2a \ 9�G� 30 LF. EXFIL LB#3 -p J�� RIM=133.60 �1 J DMH B INV=129.60 y l \ \ \ - . . . . ._ . . RIM-134.20 \ ;. INV=127.34 �� 1 \ \ . . .. . . . . . . . . . DMH Q �� \\ \ \ \ . . . ... .... . . . . 13a 11+ \ (NOT FO ND) 1C 134 \ \. . . p�pG v, �\/ \\ tOI \129 \\ i �../A � . � • •� •� ��• � 134.24 ) j ,�. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . \ I \ \ \11x.2 i-' t 1 ' 1 1 1281 BC 139.37 BW 133.6 \ 1t TC 135.70 \ 7W 134.6 \ 1 - - - - - - \ n - 135.57 ` `SM . . . . . . . . . . .. . . . . . . . . �4' --- r 8C 135.07 } 4f \ 1 I - 135.3 j . .. .. .. . . . . ... •. . .'. / C i-/. . .`. . .. . .. .'. . . . .' \.'.'. . . . . . . . / t�1 UNE I 1\ \ / P�Tf 1 . . , . .. . . . . . . .. .. .. . . . . . . . . . . . . . . . . ' .%. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . a �. . . . . �. . .' \'. .'. . .'.'. Eic ` 1 s hyll • .�./. .. . .' .'. .'. . .'.'. ... . . .. . . 1 < 1Mo 37 LB . . '. . ..'.'.'.'. . . .'. . . . . . . . . . . F . . . . . .. . . . . .. . . . . .. .. . . . RIM=134.88 . . . . . . . . . . . . . . . . . . .. . INV=130.38 ...... . . . . . . . . . . .. .'.'.'.'. '. 't �. . . . .. . .. . .... . .. . . . . .. . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. .\ . . . . . . . .. .. . . . . .. . TC 135.7A \ 20 LF. 12'_ ;� BC 135.37 \1 1 \ I ROOF DRAIN s-o.�1 a CERTIFIED FOR PERMITTING \._'. . . . . . . J lr < v ` \ PURPOSES ONLY. NOT FOR . . . . . . . . .. . .... ... . . . . . . . . . . . . . . . . . FFA=l 36: . ... . .:..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . \ CONSTRUCTION. PLANS n .:':-... . ' '.::. .... ... . . . . . . . .. . . . . . . . . . . . . .'.'. ... . . : :.:.:.:.:.:.:. . . .:.:.... ..:... . . �° SUBJECT TO CHANGE. pa Y. . . . . . . . . . . .. '.- ... . . . ..........,. . .'.. . . . . . rj 3.4 \ \ . . . . . . . . .. . . .... .. .. .. . . . . . . . . . . �'3 1 f!. . . . . . . . . . . . . . . . . ... . . . '. . . .. . .. . .. ... . . . . . . .. .. . .. .. LB#7 . . . . . . . . . .. . .. . ..... .... .. . .. .. ... .. .. . \ '. .' . .. RIM=,34.90 .. ` 1 CB GRADING & D R A I N A,G E PLAN i INVin=130.40 \ 1 I. i \ jRIM=125.31 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . \ ` INVin=119.06 INVout=129.90 �.i. . . .. .'. .'. . . . . INVin=118.90 7 + w a �.. . . . . . . .. . .. . .... . .. . . . . . . . . . . . . . . . . . . . . . . . . L88A `, \ ItNVout=119.06 \ - -- -_-- + - --- 1. 3a.1 RIM=134.30 r \ i SPECIAL PERMIT SITE PLAN o � ---------- 18"INV- 129.00 LB OM CB#7 8"INV=130.50 RIM=134.30 \ \ for property located at + I 25 LF. 12' DIA.I INV-129.0626 P P y 1 1 I I 13aI6 RIM-134.50 ROOF DRAM! 5-0.01 �, \\ INV=130.50 1 �} - \, 110 LF. 17fF1LTRATIom 1& INV-131.40 ,� ,2 R�, 400 Hi hland Avenue .:,.... F. a aA. ` EASEMENT \ . _,. -: . ,.:�- 35 ;" EASE 16 LF. 12" DIA. s_0.01 _ `-- ,HP 135.3 _ BW W3133.4+. \ Salem Massachusetts 1� - -- BW 123.3 \ - -- � - I TV T6 10 9__0P T s•d 1 0 ' - \ \ \ ��� 1� Pv1c ` Prepared for: LDE VILLAGE MALL REALTY TRUST -� TW rho` �.` �� \ \ �. 190 Pleasant Street, Marblehead, MA 01945 DM NOT FOUND) _ 2s Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE 204 Lafayette Street Salem MA 01970 Ph.(508) 741-1663 \ I I + X. 12" (NOT FOUNG) Land Surveyor: NORTH SHORE SURVEY CORP. CONC. SLAB �n <,, ,, w w cN - I 1 G' ° r N 01) N 1 - - 30 ° 15 J0 °0 '�0 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 - 1 1 cn rn cr DMH A rn N RIM-134.80 DMH v` �' \ Architect: ROBERT ZARELLI, ARCHITECT rn rn a' a D rn RO �. INVin-130.35(FROM LB#8A) (NOT FOUND) rn g Marblehead, MA 01945 Ph.(617)631-5593 C &TIL INVin=131.50(FROM LB#7) ( IN FEET ) 69 Washington Street, >_ inch = 30 it Date: June 30, 1994 Scale: 1"=30' Sheet 5 of 6 PLDE #94-15 24" DIA. COVER FINISHED GRADE HEAVY DUTY FRAME AND COVER HAVING �_ TRENCH WIDTH TO BE LETTERED "DRAIN" LENBARON IMUM NLA 246 O BESIDE LETTERED PAVEMENT CROSS _ HATH 3' LETTERS. MORTAR CAP "SEWER' (3" LETTERS) NOTES: SURA Y 0 1. FRAME AND COVER TO MORTAR CAP PAVEMENT CASTING TO BE SET ON AND COVERED BE LE BARON LT 105. WITH FULL BED OF MORTAR 24" DIA 2. PIPE OPENINGS TO BE PRECAST IN RISER SECTION. � t �� FINISHED z 24" DIA. OPENING 3. SET FRAME IN FULL BIED ,` GRADE a ADJUST GRADE WITH COURSES OF � OF MORTAR. BRICKS • 24" NOTES: n 3-5 COURSES MAY BE 1. FRAME AND GRATE TO COMPACTED CLASS BRICK AND MORTAR (3 COURSES MIN., a 0 5" MIN. ( ) OPENING z "B" BACKFILL SUITABLE of 5 COURSES MAX.) USED FOR GRADE z BE LE BARON LF246. TO ACCOMODATE 8 MIN ADJUSTMENTS. 2. CATCH BASIN HOOD TO " SURFACE LOADING a 12" . 4. MORTAR ALL JOINTS o 0 5" MIN. BE LE BARON L202 FOR o BITUMINOUS WATERPROOFING COMPOUND (TYP.) 48"t 1" DIA 3 5. PROVIDE "V" OPENINGS N " ° 12" AND 15" DIA. PIPE. I THOROUGHLY (SEE NOTE X14) MIN. FOR PIPES WITH 2" 8 MIN. 3. SET FRAME IN FULL BED COMPACTED SELECT CLEARANCE OUTSIDE • OF MORTAR. BRICKS BACKFILL (NO STONES 5" REINFORCING SUFFICIENT TO WITHSTAND 48"t 1" DIA. F STEPS t3 BAR OF PIPE. (3-5 COURSES) MAY BE OVER 3" DIAM.) _ H-20 LOADING I (Typ,) 6. PROVIDE MIN. 0.12 SQ,. USED FOR GRADE � ? STEPS w N 12' O.C. IN. STEEL PER FOOT • ADJUSTMENTS. > w (VERTICAL) AND PLACE: w F"j 4. MORTAR ALL JOINTS t WATER MAIN SEE NOTE BELOW MANHOLE TO CONFORM TO ASTM SPEC. C-478 > PER AASHTO M199. 5. PROVIDE "V" OPENINGS 3" MAX. (4000 PSI MIN. COMPRESSIVE STRENGTH) < 7. CONSTRUCTION MATERIAL > w FOR PIPES WITH 2" CLEARANCE > » CLEARANCE OUTSIDE TO UNDISTURBED 6' MIN. CLEARANCE 1 CLEAR FOR STRUCTURE TO W CATCH BASIN HOOD xx MIN. �- 0-RING RUBBER GASKET JOINT (TYP.) SEE NOTE 7 CONSIST OF CONC. BLOCK OF PIPE. EARTH \ , TO LEDGE CONFORMING TO ASTM SPEC C-44rk 3� 4'-0' SET IN MORTAR OR PRECAST 1" CLEAR 6. PROVIDE MIN. 0.12 SQ. COMPACTED BOTT : 5" MINIMUM CONC. WITH A 28 DAY IN. STEEL PER FOOT U TABLE 5' MIN. COMPRESSIVE STRENGTIH Z (VERTICAL) AND PLACE \ ;� ap 2X RUBBER BOOT CONFORMING TO ASTM (� ) / OF 4000 PSI. PER AASHTO M199. IN EARTH--- " IN LEDGE _ TABLE 8. 1-#3 BAR AROUND 7. CONSTRUCTION MATERIAL � SPEC. C-443 PROVIDING WATERTIGHT SEAL AT 2/3 0. FOR STRUCTURE TO NOTE: A° ~a t- G / 2" CLEAR I OPENINGS FOR PIPES . a PIPE 18" DIA. AND OVER, 1" 5" MIN. N • CONSIST OF CONC. BLOCK WATER MAIN SHALL BE 8' CEMENT LINED DUCTILE IRON PIPE (CLD(). 1 a 3" MIN. SHAPED CONCRETE INVERT 30' MAX. DIA. COVER. SET . MORTAR OR PRECAST BELL AND SPIGOT MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP., - � ) 9. STEPS: STEEL REINFORCED ° • CONC. WITH A 28 DAY W W DIA. PIPE • R.D. WOOD CO., OR U.S. PIPE CORP. PIPE SHALL CONFORM TO AWWA COPOLYMER POLYPROPYLENE COMPRESSIVE STRENGTH o CLASS 'A" CONCRETE Co.iv 5" MIN. OF 4000 PSI. 0150-71. THE CEMENT MORTAR LINING SHALL CONFORM TO AWWA C104-71. 12'COMPACTED. GRA PER ASTM LE BARON OR CRUSHED STONE _ o 8 6 + /• NO. L115. a c• • , INSTALL THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES UNDISTURBED, STABLE MATERIAL 4 ° • AS REQUIRED 8" 4- 5" MIN CEMENT CONCRETE 4 tl MIN. CLASS 'A' �DQ 0 0 NOTES: 1. USE 4'-0" DIA. MANHOLE FOR PIPES 24" OR LESS;; : :: . 080 �� \� / / WATER MAIN TRENCH DETAIL 5'-0' DIA. MANHOLE FOR PIPES GREATER THAN 24' . \ \ \ \ \ \ � � /� //. //� //� //� Not To Scale 2. STEPS: STEEL REINFORCED COPOLYMER POLYPROPYLENE ��/// FIRM STABLE 2-3' PER ASTM, LE BARON IA TER.Ll SUBBASE DEPENDING 250 WATT HIGH PRESSURE 3. TABLE AT O PIPE DIAMETER. FIRM STABLE 6" CRUSHED STONE COMPACTED 95% ON FINAL SODIUM, ANTIQUE LOOKING 4. TWO COATS OF BITUPLASTIC N0. 28 MANUFACTURED BY SUBBASE MDPW M2.01.2 SELECTION LIGHT FIXTURE, DOWNWARD THE KOPPERS CO. AND APPLIED IN ACCORDANCE NAITH 6" CRUSHED STONE COMPACTED 95% DIRECTIONAL. FINAL SELECTION THEIR INSTRUCTIONS. MDPW M2 01 2 DI OTHERS. CATCH BASIN DETAIL FRAME Nk GRATE PRECAST CONCRETE SEWER MANHOLE PRECAST CONCRETE DRAINAGE MANHOLE Not To Scale PARKING LOT PAVEMENT �/ MORTARED BRICK RISERS Not To Scale Not To Scale 3» f MIRAFl FILTER FABRIC :(NON-WOVEN FELT) � COVER-yi 1 . T (8' H-20> / • �,� X 7- 191 oa0 ' PAVEMENT CROSS CROSS COUNTRY UNDER PAVEMENT I 0 O 0 © 0 0 0� 118" DIA. INLET FINISHED GRADE SURFACE COUNTRY I 0 ❑ ❑ � 6" MOUND TO ALLOW 4" LOAM AND SEED I � � � � 0 0 � Sp I MOUNTING PER MANUFACTURER 4"t SQIUARE LIGHT POLE \ 7,;\\ \\ \\ \\ \ \\ \\ \ \ FOR SETTLING OR APPROVED SLOPE I p� o o a o a o 0 00 I DESIGNS FOR � \ PROTECTION I 0 I 100 MPH WAND \\� FINISHED �_ i- SURFACING OR RESURFACING 6'_0'I U O O O Cl I VELOCITI, LIGHT BASE COVER GRADE 6. 0 . . ' . 0 WATER MAIN CROSSING 10" COMPACTED o� AS REQUIRED. I 0 a � � � � a 0 I (PER MIANUFACTURER) 5' MIN. �� ROAD BASE (GRAVEL) 00 4'-0" ABOVE SEWER MAIN GRAVEL TO COMPENSATE: 9'-8' H-20 I ❑O O7 � � 0 ( 1" CHAMFER 10' MIN. t FOR ANY SETTUING °g°v SELECT BACKFILL ( I /- 5' MIN. " COVER COMPACTED IN I • 0 0 0 1=1 0 0 0 12 MAX. LIFTS 4 Q COMPACTED CLASS B I O 0 O O D I 7-0" SURFACE TREATMENT BACKFILL ( NOTE) MDPW M1.01.0 I� ❑ � ❑ -a o0c'Q o � � O1 0 0 0 0000 I (SEE PLAN) .. 1.5 X PIPE DIA. -- ° 1 OR 2'-6" MIN. 2' MIN. " Z BUSHING •• PVC CONDUIT (2" MIN.) 1 1.5 CRUSHED i-4 (TYP,) • \ WATER MAIN PiPPE JOINT DRAIN HOLES STONE 12" 6"MIN. COMPACTED 95% IN 9' MAX. LIFTS 9"x4" TO 6"x2" 'n //j 3/4" DIAM GALV. 18' MIN. (TTYP.) SELECT BACKFILL MDPW MI.02.0 TAPER 30" SUMP PARALLELING LINES: NO STONES OVER 2" DIA. 3'-0" STEEL ANCHOR BOLTS (4) WATER UNE AT SAME NOTE: IF LESS THAN 18" O)R WATER UNE 6" EMBEDDED A MINIMUM OF ELEV. OR BELOW BELOW SEWER, CONCRETE ENCASE - 9"MIN.(EACH SIDE) �/ 30" INTO CONC. FOOTING SEWER MAIN SEWER UNE COMPACTED MI SELECT BACKFILL NO STONES OVER 9- 6"MIN. SEWER MAIN 2* DIA' A COMPACTED CRUSHED gm - 4.52" j\ CONCRETE FOOTING (PRECAST OR 10' MIN. �/\ " STONE (95X IN 6" LIFTS) SECTION VIEW ��\ ONE CCONTINUOUS POUR) (4500 psi) 6 MIN. . . MDPW M2.01.0 SHEETING 12"02" SQUARE NOTE: IF LESS THAN \ COMPACTED 95X IN 6 MAX. LIFTS � AS REQUIRED ITEM N0. DW-SSS 30" 'SUMP 10' CONC. ENCASE \ GRAVEL BORROW MDPW M2.01.2 TYPE C LIGHT POLE IS SEWER LINE / DW-3SS 3' STACKABLE (NO COVER) CENTERED COMPACTED GRAVEL \/ SURROIUNDING FOOTING IN EARTH I IN LEDGE NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 3/4" (GROUND ROD IN EARTH IN LEDGE 2. CAPACITY INCREASES IN INCREMENTS OF 500 GALLONS (IF REQUIRED BY 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED OVER FOR EACH 3' SECTION ADDED. ELECTRICIAN) SEWER MAIN CROSSING WATER MAIN DETAIL ITS ENTIRE LENGTH. NOTE: NOTE: SEWER MAIN SHALL BE 8' PVC SDR 35 AND 2. EARTH COVER: 0.5' - 1.5' USE CAST OR DUCTILE IRON 3. COVER REQUIRED FOR BIE L LOADING. 1. USE CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR Not To Scale SHALL HAVE A MINIMUM COVER OF 5' UNLESS 4. FRAME AND GRATE TO BIE LEBARON LBG 268-1 OR APPROVED EQUAL. PHONE: �-800-242-7314 OTHERWISE SPECIFIED. 1.5' - 3 USE CLASS 5 RCP APPROVED EQUAL. OVER 3' USE CLASS 3 RCP 5. SURROUND LEACHING BASIN WITH FILTER FABRIC TO PREVENT FINES FROMI MIGRATING INTO LEACHING BASIN. SEWER MAIN TRENCH DETAIL DRAINAGE TRENCH SECTION DRY WELL CYLINDRICAL PARKING LOT LIGHTING Not To scale LEACHING CHAMBER LIGHT POLE INSIDE PLANTED ISLAND Not To Scale STACKABLE Not 'tc Scale Not To Scale 4TH OF SCO*T IAN SUITABLE BACKFILL 14 PATHOwICZ �^ THOROUGHLY COMPACTED TONSURE NO No 33(156 LOAM AND SEED IVIL (SETTLEMENT OF ALL DISTURBED AREAS PARKING LOT \ MIRAFl FILTER FABRIC p°f�fcISTEAE"# CIONCRETE ABOVE \ (NON WOVEN FELT) ss,c� � SIIDEWAU< 18" PERFORATED POLYETH. 4' REVEA:' M EXPANSION \\/ (BLACK PLASTIC) JOINT /, -- - ._ CERTIFIED FOR PERMITTING `O A• CONCRETE � PURPOSES ONLY. NOT FOR ON CURB TRgN�� Ax �i \\/\\�\\ BIT. CONC.CURB 6. CpN WAS /% t/2 D CONSTRUCTION. PLAN D S CONC. PAVEMENT 00 p �po4 g SUBJECT TO CHANGE. CURB TR'ANSf T10N '�`' 0 P �� 1/2 D Cp FACE OF CURB 4'-6 HIGH BIT. CONC. SURFACE COURSE V� PLACE GRAVEL 4-6" REVEAL \ 2r_0" 3'-6" EDS PAVEMENT N AND COMPACT \ I SITE DETAIL S 2'_0" BIT. CONC. BINDER COURSE PRIOR TO 18" - f 0 MEET FINISH T SETTING OFGRADE `z ' }, o I 2' PAVEMENT ASPHALT EDGING00 ©p 15" Q O� GRAVEL BASE COURSE . O b �, SPECIAL PERMIT SITE� a `� � . 000 O �, PLAN NOTES: / 4 -�J\�/� for property located at COMPACTE1. Ramp cross-section to be some as ad jacentt sidewalk; \\\\\ \\ \\ \\ \\x\/\\\/\\\/\\/\\ \\/\\\ BGRA ED /\�/\/ 3' \/�\ \�\\ INSITU GRAVEL 400 I H l g h l a n d Avenue i.e. depth of surface and foundation. COMPACTED GRAVEL SUB-BASE CEMENT TO BE FIELD TESTED 2. Portland Cement concrete ramps are to be textured CONCRETE AND CONFIRMED by braaming In a direction parallel to the length \- 1.5" CRUSHED STONE Salem, M a s s a c h u s e t t s of the romp. NOTE: GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB CONCRETE CURB DETAIL WHEELCHAIR RAMP Not To Scale Prepared for: OLDE VILLAGE MALL REALTY TRUST Not To soae SLOPED GRANITE EDGING EXEILTRATION TRENCH DETAIL 190 Pleasant Street, Marblehead, MA 01945 Not to Scalle Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING Not To Scale 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 Land Surveyor: NORTH SHORE SURVEY CORP. 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 Architect: ROBERT ZARELLI, ARCHITECT 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 Date: June 30, 1994 Scale: 1"=30' Sheet 6 of 6 PLDE #94-15