Loading...
400 HIGHLAND AVENUE - ZONING r � 7 : i _� 4 .::�, < F �,^ �r �r �r •.fir �r �^ 'v { a c f x. �'- j� R <: �' ,% ,t t ..� a -.{A: .. a : ti.•. bi.a S�,y a s p� Y .� se ... � y o l � 5' _ �— p r Y.- 1 E L s� J.M1 F. _ A et �y k It .ffi Y it { _ a~ N/F Emanuel & Margaret Amanti N/F SOIL TEST PIT LOGS OLDE VILLAGE DRIVE Ernest V. & Ann A. Pierni RIM=131.96 11 v I E. Victor Pierni & Ellen V. Munick 6gRc INv=128.88 yrn SOIL TESTS WERE PERFORMED BY PLDE ON 8/23/94, F4 p� CO > USING A BACKHOE OPERATED BY MIKE ROCKETT. q T AVE. ? RD. SMH g I A D p RIM=136.29 RIM-131.79 o S 9� o 1 N/F INv=126.46 �/ 0"-18" LYNNPAC AND CRUSHED STONE by Mr*,i" I SOME LOAM AND BROKEN LEDGE BARNES Salem Highland Enterprise, Inc. GLDE VILLAGE DR. / I PIECES. ST �r-ono SGE SGE SGE EPS EXISTING APPROX. LOC. 8" PS SEWER K�j OAR�G SIGNALLED l 18"-36" SHALEY, CLAYEY SAND, MIXED S CB p RIM S 227 LF 8" PVC SEWER S 0006± p S - ��G INTERSECTION FILL, SOME COBBLES, CLAYEY FILL. SITE S RIM=136.15 t�jRIBA=135.68 WG CB I HARD DIGGING, VERY COMPACT. G�P�� 10' WATER INV=133.15 WG INv-127.88 I CABLE RD. w w w w w w w w RIM=131.90 m OVERH do UNDERGROUND 10" WATER v I „ _7 ELECTRIC _ VGC VGC INVin=127.57 = 36"-50 COMPACTED TILL FILL _ _i � INVin=127.32 � RICH'S � i M 0I� UNDERGROUND ELECTRIC MH 5 WIDE 81 T. CONC. SIDEaMALK EZC•❑ ;� ELEC N/F i SW A APPROX. LOC. 24" RCP DRAIN � 5' WIDE BIT. CONC. SIDEWALK BOX D BOX I Ernest V. & Ann A. Pierni PLAZA SALEM \ A D CATV t SP#2 D \ 20 UTILITY EASEMENT \ TMH rTo E. Victor Pierni & Ellen ✓. Munick 0"-98" FILL MATERIAL, BOULDERS, BROKEN APPROX. END OF FENCE BW 138' - - - - - - - - - - - --� - -. e LEDGE, VERY ROCKY, HARD DIGGING. '� _ a SIGNAL DMH = L3 -- -- i- _ _ ---- F POST EXISTING O RIM-136.54 3 STORY ��i INYn 12')=132.69 ` STONELOCUS \ \ INVin�24")=133.38 ' ^ - ~�� ` � RIM=131.50 WOOD FRAME rx, INVout(24')=130.32 I EASEMENT FOR LOT A �� I WALL w/ �• INv=126.50 0 -66 VERY ROCKY, HUGE BOULDERS, " , 7 o� " " BROKEN LEDGE FILL. 1"=500' w I S 4839 �"��_ 12" RC ® 66" ENCOUNTERED GROUND WATER. v m \ \ 127 s DMH (ELEVATION 123.0±) LEGEND: x N 48"39'48' W �-`- 130.22' SP#33 I \ R RIM=131.58 I TW too 14 `, INV- �- -' _ EXISTING ELEVATIONAL \ a w 13x.6 !s 208._ CONTOURS - - �• � � 1 %0�� (PER PLDE SURVEY) ' ' } or, `.e..� _ EXISTING \ � ` �'�- _ . � �129, _ � � --`_-- �_ PROPERTY UNE 3 STORY � + 133.4 , - � - _ -_ 1, \, J � -' (PER NORTH SHORE SURVEY) WOOD FRAME m { 134.9 \ _ �� 130 n JI 131.6+131.6 n \ \ BW 131.2 w ROCK RETAINING WALL -? TW 133.1 r1m n LIGHT POLE O EXISTING SHRUBS ao SGE SLOPED GRANITE EDGING PER FIELD \ .3.3 � rh RECONNAISSANCE \ v'O, \ 1 +132.4 C ; VGC VERTICAL GRANITE CURBING \ EDGE OF PAVEMENT EOP AkS SURVEYED SiIGN + ' IN/F '° UITILITY POLE MATH GUY WIRE o I 130.5 ' City of Salem O WG WATER GATE 13 MHB/DH DRILL HOLE IN MASS. HIGHWAY BOUND O \ FOUND AT TIME OF SURVEY BIENCHMARK Q 0 +133.6 +134.6 \ <Z� Si01L TEST PITS v I 1 z NOTES: +132.4 1 ' 1. TOPOGRAPHY AND EXISTING FIIELD CONDITIONS PER Tw 133. ACTUAL FIELD SURVEY PERFORMED BY PATROWICZ �++ BW 132 6 B 129, t u 2 ZO LAND DEVELOPMENT ENGINEERING ON 4/18/94 1LOUSING A TOTAL STATION SURVEY INSTRUMENT AND 4 EXISTING LAWN , ' DATA COLLECTOR. � 3 STORY rn r; \ \ G N _ 2. BENCHMARK: SMH INVERT ELEVATION=127.88 WOOD FRAME 0 ; �, 144.8 \ \ � � � 0 � o TAKEN\ OM PLAN CONDOMINIUM AT SALEM, HIGHLAND SALEM, 1 z BW 135.5 \ \ �'� 4 �, MASSACHUSETTS" SCALE 1"=4(0', DATED NOV. 4, 1986 o ! v7 � AND REVISED THROUGH 4/18/087, PREPARED BY JA-BY z \ 1z -+ ENGINEERING. N \ N N ! r 3. PROPERTY LINE PER SURVEY (PERFORMED v L 0 T A \ \ n r Z BY NORTH SHORE SURVEY CORPORATION. OD 0 Q + AREA: 3.95±Ac. \ ri o 1 4. ON PLAN REFERENCE #2, A 3,6" DRAIN LINE IS SHOWN 134.6 - � WITHIN THE DRAIN EASEMENT.. A DETERMINATION HAS C) BEEN o SMAI NOT EXIISTNE WAS NOT CON- 0 TRUCED ANDDOES \ \ \ PLAN REFERENCES: Z\ ?� 1. "THE COMMONWEALTH OF MASSACHUSETTS, DEPT. OF -- \ PUBLIC WORKS, HIGHLAND AVE., IN THE CITY OF SALEM, +134.3 \ �� ; ESSEX COUNTY" PREPARED BY SYED A. SALAM, P.E., Z DATED 11/12/84. STOCKADE \ FENCE � S \ 2. APPROVED PLANS: "THE HIGHLAND CONDOMINIUM AT FO o +1342 \ 1 SALEM, HIGHLAND AVENUE, SALEM, MASSACHUSETTS", W 1356.g \ SCALE 1"=40', DATED NOV. 4, 1986 AND REVISED \ B 128.1 N/F THROUGH 4/18/87, PREPARED BY JA-BY ENGINEERING. POOL AREA t�v 1470 \ Bw 133.6 The Hammond S;P#1 \ TW 134.6 \ Family Trust 3. "PLOT PLAN OF LAND, LOCATED IN SALEM, PREPARED -_-__--- ROOF OVERHANG FOR J. HILARY ROCKETT" SCALE 1"=50', DATED 0 1135.0 _� - �-_....�� +134.4 -� +134.6 _._-- r '� -� 15 r-- -1 -- -- - �+134s v DEC. 14, 1993, PREPARED BY NORTH SHORE SURVEY CORP. 141.45' tt r^ � eAlN�s.• / .99' \ i PA'.RMVit,.Z ` N F 136- E�'' r Prime Investment Group Trust � � \ ` Nor_3v.3!k . r\.// O,gtapt•r�'.�t. ` EXISTING M 2 STORY I STEEL CONSTRUCTION \ $ CERTIFIED FOR PERMITTING Q APPROX. 45,000 S.F (TOTAL) \ PURPOSES ONLY. NOT FOR 9.99' FFE 132.8± +1334 CONSTRUCTION. PLANS ca SUBJECT TO CHANGE. _0 \ \ `f' RIM=125.31 G4- � IN Vin=11 9.06 Q N \ CA ;.A INVout11. EXISTING CONDITIONS PLAN 8'3 \ \N INVout=�19..06 + 14 BW 135.2 34.2 134.5 133.9 1 p �Y / 294.41' 133.42 \ SPECIAL PERMIT SITE PLAN t\1\ I 134((6 \ for property located at SIGN EASEMENT LFA CUFF - - - - - _ _ BW 133.7 \ BW 133. C L A R K S T 400 Hi hland Avenue �1 1,IG6�� �_ \� t IIS / ` = ` �= Tw 134. MHB/DH - 4.8 =ti \ REVISIONS Salem Massachusetts - � \\ NO. DATE DESCRIPTION BY Prepared for: OLDIE VILLAGE MALL REALTY TRUST - _ 190 Pleasant Street, Marblehead, MA 01945 l 1 ' i, t _ _ N s '� Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE - - - \ , , _ A o 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 30 u 15 30 so 120 4 9/29/94 PER SALEM PLANNING BOARD MR ° �' ' N/F Land Surveyor: NORTH SHORE SURVEY CORP. _ 3 9/15/94 PER SALEM FIRE DEPT./FIRE INSPECTOR MR 209 Washington Street, T � ROAD Camp Lion of Lynrn g Salem, MA 01970 Ph.(508)744-4800 L 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT ( Ix ' > CA 1 8/18/94 PER SALEM PLANNING DEPARTMENT 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 MR ti 1 inch s 30 >'IwDate: June 30, 1994 Scale: 1"=30' Sheet 1 of 6 PLDE #94-15 i ZONING INFORMATION OLDE VILLAGE ' DRIVE The site is located inside the Business Park Development Zone (BPD) and the Entrance �' Corridor Overlay. An uncompleted two story steel frame building (approx. 45,000 SF - both ReF�oN CO RD. �— -- — — �� floors) exists on the site presently. The applicant proposes to demolish the existing building RD. - _ �� and construct a new one story building (45,000 SF±). Proposed use for the new building '� AVE. = T _ - is retail which requires a variance, which has been applied for. A Special Permit from the y z Z Planning Board to allow a building greater than 10,000 SF is required, v l= N N SCHEDULE OF DIMENSIONAL REQUIREMENTS Z9 BARNES -- R�25' I W- EXISTING REQUIREMENTS OLDE VILLAGE DR. __ R=2.5 ` -- - REQUIRED 10; -- __ _ _ _ i SIGNALLED FOR BPD ZONE PROVIDED INTERSECTION c� Minimum Lot Area 40,000 SF 172,062 SF SITE ��• PROPOSED ENTRANCE do EXIT ;� Minimum Lot Width 150 ft. 450 ft. HANDICAP HANDICAP (measured parallel with Highland Avenue CABLE RD. G - s� _ _ RAMP_ R=8' _ RAMP along the Entrance Corridor Overlay line) ` ^E oEwA�n 10 R-2.50 '£2' WIDE-8-7177.0 Maximum Lot Coverage 459 26% -- _ _ CD �� CQ�� ---E�___-�I� -= -- :__ - - = E 5 CONC. StCE_WA!_ RICH'S iwPMPs - ---- -- -- --- a�:< Minimum Lot Depth 50 ft. 65 ft.t PLAZA SPLEM �S S8 * of Front Yard ■ S7 Minimum Width of Side Yard 30 ft. 39 ft.t YNN < Minimum Depth of Rear Yard 50 ft. 30.89 ft. variance applied for PROPOSED I 15' SNOW STORAGE AREA ( PP ) 18 t5' --' E:�. \ t Maximum Height of Buildings 40 ft. 23.5 ft. ACCESS EASEMENT 8 R=20' s,,;N o Maximum Height of Fences 10 ft. None Proposed I R 2.5 S1z m 1 Buffer Area (from residential) 75 ft. 30.89 ft.(voriance applied for) LOCUS 1 - m 1 Minimum Open Space 10% 8.5% (variance applied for) 1"=500' $ 5' ' so• T I� 13 2 N 48•39'48" w 119.1 s' �, --- N �`'— D ; ,} 5PARKING CALCULA110N . � R � 1 a I X91 Z `� Per Zoning Ordinnce Article VII Section 7-3, for retail uses, one parking space per .68' 7 142.7 p R R=2' .�3�ss, 1 ` 150 SF of gross floor area is required. 84'29'07" HANDICAP Z 1 Total retail GFA = 45,000 SF (one story) --- " � I , I I RAMP q m ` ' Parking required = 300 spaces �l 011 24' d/ w PROPOSED ENTRANCE & EXIT _ � i�!� REQUIRES MHD CURB CUT Parking provided = 236 spaces (variance applied for) Proposed parking includes 230 standard ' �! , � � �1� AND MEPA ENE. P p g a d spaces (9 x 19 ) and 6 handicap spaces (8 x 19 ) 0 0 \ , ' '`' X11 ,! 1 with a 4 ft. wide striped area per Architectural Barriers Board requirements). �' �-♦. o TRUCK (�') � - R=10 R=2' R=5, ',I, 'j, 1 I TYPICAL SPACE PLAN REFERENCES 0 GATE R=12' R>2 RAMP g x 1. Property lines per actual field survey per by North Shore Survey Corporation _ (236 SPACES TOTAL) Z 2 tT► 0 and shown on plan entitled "Plot Plan of Land, Located in Salem, Prepared for J. LEGEND30 9' S, 80 R-5' R-2' r' R=4' R=2, vk 50' � Hilary Rocket", scale 1"=50' dated December 14, 1993, by North Shore Survey 26 s, Corporation. v PROPOSED fT1 16 R=S. R=20' 1 P DIRECTIONAL SIGN -10 107C"� 2 d "PI 1, � A Plan entitle an of Land in Salem, Massachusetts prepared for Salem Highland -- - -- TRUCK ROUTE R=2' R-4' N � , r W 's�o IC Avenue Development Corporation", scale 1"=50', dated August 25, 1986 and s.� ���sa approved by the Salem Planning Board on October 16, 11986, filed with the Essex �♦ TRAFFIC FLOW ARROW T�uac sNor �-1( � ' ' j County Registry of Deeds in Plan Book 219 Plan 36 on December 11, 1986, by D] DUMPSTER LOCATION ! c� _ Essex Survey Service, Inc. j . . . . R=3 . -- mss to �rtar ' Rai 1 - _ � � 3. Plans entitled "The Commonwealth of Massachusetts, Department of Public Works, PAINTED PAVEMENT W R=2' -- ` Highland Avenue., in the City of Salem, Essex County", 'Sheets 1, 3-6 of 25, (NO PARKING AREAS) R=5'. R-15' 1 1 �� 1 prepared by Syed A. Salam, P.E., dated November 12, 1984. 16 \ R=20' " , 4. Plans entitled Route 107 Shopping Center, Highland Avenue, Salem, MA dated July WCL' 6 R=5 s� R 50' 1 1 7, 1988, by JA-BY Engineering. 1 5. Plans entitled "The Highland Condominium at Salem, Higlhland Avenue, Salem, 26' R=2, Massachusetts", scale 1"=40', dated November 4, 1986 and revised through April 18, W 17 1 . . .... . . . 13' Z I 11. 1987, by JA-BY Eng neering. I R=5' R=2' R=5' D Z ` it 6. A plan entitled "Alterations and Additions to Rich's Depcartment Store, Highland Ave., � Salem, MA, Site Utilities Revised Plan", dated Jan. 10, 1'986, revised through Jan. 27, WLL' N —SII rn 1 t11 !\1 �', �o I 1 1987, by Glassman Associates, Inc. CURB CUT NOTES tv R=5' o �` Z >, An MHD curb cut permit is required. In order for the MHD curb cut permit to be processed, a MEPA ENF is required. . . �^ j' _� r6 1. The proposed curb cut onto Route 107 is for ingress anld egress of passenger a �' - t , ' D ,1 1 1 vehicles and delivery trucks. Only passenger cars will access the site from the 7 0 3 W -ol , Z 1 l �`� entrance located on Olde Village Drive. A "NO TRUCKS" ;sign shall be placed r SIGNAGE SCHEDULE w t9 r' , 44 adjacent to the entrance at Olde Village Drive. - 2. Signs directing trucks along the designated truck route through the site shall be R=5' R-2' go 40 liprn 1 placed as indicated on the plans. , 1 ALL �1 ' �1 `, i , 3- Dimensions shown are from curb face to curb face. ONE RIGHT w' -► TRUCKS N �_ *4` WAY TURN a 14 �, $1' �, 4. Existing drainage adjacent to the curb cut shall remain as is. The existing gutter flow ONLY b 1' = shall be maintained as is. j w R-8' R=2 R=21 . .5' �' ,�� 1 , 5. Proposed signage on the center island: two R4-7 "KEEP RIGHT" signs. One R1-1 S1 SS S9 z I Q 1 "STOP" placed adjacent to the right hand turn egress lane. There shall be a painted 0 PROPOSED 1stop bar at the egress point in accordance with M.H.D. specifications. The curb cut ALL NO b 1 STORY for site ingress and egress is from the southbound lane of Route 107. A raised TRUCKS LEFT a , Y P O 45 000 .S.f.t ss( i �, >�5 NG S OF WP island median separates the southbound and northbound lanes at this location. A ♦. TURN I -< - ` E Y R1GN 31 `\ ; \ "ONE WAY' sign shall be placed in the median in accordance with M.H.D. S2 S6 S10 i .. . ... . . .. . . . . :' ' :.':: :: R7 5' H 1 ', specifications to dtrect exittng traffic southbound. R= 8' ONE NO ...... . ... ... . . . . . . .. . . .. . . . .. . .. . . _ PEDES'RIAN �� ` PARKING SPACES WAY STOP PARKING L R-33 �— ;o CROSSING (TYP.) /� The standard size for a parking space is 9 feet by 19 feet. The size of a handicap space ♦� N HANDICAP FIRE LANE HANDICAP 18 shall be per the Architectural Barriers Board specifications, 8 feet by 19 feet with a 4 S3 S7 S11 Z ACCESS RAMP ACCESS RAMP \ 52� 1 foot striped (no parking) area for wheel chair maneuvering space. I'I J .r... ...W W . . y _ _ . . - R-T2s -1 �(�)`I \ ` \ ` ' All striping shall be 4 inch reflectorized white paint. . . . . 1 9�0 KEEP - ALL RIGHT NO W CONCRETE SIDEWALK \ A handicap sign (R7-8) shall be mounted on a steel post imbedded in concrete in CRE ` n TRUCKS TRUCKS LL 8 4, . \ front of each handicap parking space. li �:. . '2 . . . . Exfs-n 8E ILDING . . . . . . .� T0. K DEMON ED. S4 S8 S12 ... . . . .. .:. . . . . .. . .'.'.' . . . . .. . . ........ . . . .. .". .. ` G�f SCOTT IAN 90' 20. 5' 24' ` i PATROWICZ . . . . . . . . . . . 5 of NOTE: ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC . . . .. . . . . .. . .. . . . . u Civil CONTROL DEVICES, LATEST EDITION, THE MASSACHUSETTS . . . .. .. . . . . . . .... . j !' No ]S8S8 � HIGHWAY DEPARTMENT AND THE CITY OF SALEM, PER . . .. . . . .'. .' . . .'. . . .'.'. .. . Z INTERNATIONAL SIGN SYMBOLS. SALEM FIRE DEPARTMENT I .. . O SHALL APPROVE FINAL LOCATION AND SIGN SYMBOLS. I 9� ... . . . . . ... . . . . . .. . . . . . ...'. . . . . . ... ,. 13' r . . .. . .. . . .. . . . . . . . . . . .. . . . . ... . . . " �./ RTIFIED FOR PERMITTING . . . . ._:. .. . . . . .'.' <.. ` ` PURPOSES ONLY. NOT FOR . . .. . . . . .. . ... . . ..... .. . . .' ' . .. .. ............. . . . \ �\ o O 1 \ CONSTRUCTION. PLANS v ... . . . . . . . . . . . . .. . �' SUBJECT TO CHANGE. I .'. .. .'.'.'.'. x LAYOUT PLAN 32 SPECIAL PERMIT SITE PLAN for property located at ;� --— �•�- _ + 9 0 400 Highland Avenue �I ONE WAY N FIIRE LANE 99.77 �• � . 0 CONCRETE RETAINING WALL _ (APPROX. LOCATION) 433.54' REVISIONS Salem, Massachusetts � 1- 1 90' -- 302.88' S 48'39'48" E - _____-_ l- _ _ N0. DATE DESCRIPTION BY Prepared for: OLDIE VILLAGE MALL REALTY TRUST 190 Pleasant Street, Marblehead, MA 01945 Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCAM Ro AD 4 9/29/94 PER SALEM PLANNING BOARD MR 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 30 0 15 30 W 120 C ABLE 1`" Land Surveyor: NORTH SHORE SURVEY CORP. 3 9/15/94 PER SALEM FIRE DEPT./FIRE INSPECTOR MR 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 \ 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT ( IN FEET ) 1 8/18/94 PER SALEM PLANNING DEPARTMENT MR 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 ,I 4" BARK MULCH STREET TREE (LOCATION SHOWN0LDE VILLAGE ' DRIVE ON PLAN) ACER RUBRUM (AR) 1/3 OF BURLAP UNTIED AND RED MAPLE. 2 1/2" TO 3- - FINISHED J� SPREAD AWAY FROM BALL CALIPER (TYP.) GRADE MOUND AROUND EDGE OF PIT i 2' MIN. - .�-�- / PLANT AT SAME DEPTH AS PREVIOUSLY GROWN OR EXISTING BLACK REINFORCED WITHIN ONE INCH BELOW SUBGRADE SLOPE TO FORM DISH RUBBER HOSE (MAX.) 0'0. 2" BARK MULCH 30'0 C TWO STRANDS OF �� TURE TWISTED �t18 GAUGE - ---- -- _— `�- — 3" MIX - -- STEEL WIRE - - �_.. MIN. - - ---- �, / UNTIE AND ROLL BACK TREE WRAP TO BURLAP FROM TOP 1 3 TAMPED BACKFILL FIRST BRANCH / 2' MIN. � OF R00T BALL r MIXTURE � 2x2 SPRUCE POST - UNPAINTED 6' HIGH SNOW STORAGE AREA _ (MIN. 3 REQ'D IN MOUND AROUND EDGE OF 3—Ms SHRUB PLANTING DETAIL ) 5' MIN. PIT 41-EA � PLANTING AREA 4'O.C. tl BALLED AND BURLAPPED 2-CP N 1, No,t To Scale FINISHED GRADE (SURFACE jam' r-rY 30'O.C. 1 TREATEMENT SEE PLAN) Y 4-QR 15-TH ^ 30'0.C. EXISTING SIGN 1 l AND LANDSCAPING Ii 5-MP 8-IG TO BE REMOVED. EXISTING I I I 2' MIN. i \ SUBGRADE • � � -- .. ii 1-GT �-SLOPE TO FORM DISH I 2-GT � \ � 12" MIN. �- BACKFILL MIXTURE (TYP.) ` � I 50X LOAM - �� 25% SAND 11 PS l �� � 25% PEAT MOSS, MANURE ROOT BALL 15" AND VERMICULITE ",.' VARIES MIN. TAMPED BACKFILL MIXTURE 0 �, � - _ _ ! � `!! � � 6' DIAM. HOLE DUG FOR THE ROOT BALL l ' AND PROPER AMOUNT TREE PLANTING DETAIL 3-OR r I-GT y ' OF BACKFILL MIX. Not To Scale 1-GT i ^°�� 1� 20=x- A 1 EXISTING STONE j PLANTING SCHEDULE RETAINING WALL `. TO BE REMOVED. , II 1 SYMBOL ABBREV QUANTITY BOTANICAL NAME COMMON NAME SIZE AREA TO BE REGRADED FOR V I CANOPY TREES ENTRANCE. OR Quercus Rubra Red Oak 4.5 inch caliper 4-AZ CP 15 Pyrus Calleryana Chanticleer 4.5 finch caliper 5_R I 150- x, 'Chanticleer" Collery Pear Q 1 2-GT 2-GT GT 14 Gleditsia Shademaster 4.5 irnch caliper Triacanthos Inermis Honey Locust EVERGREEN do " - ORNAMENTALS MS 3 Malus species "Donald Wyman 2.5-3" caliper 21-EA "Donald Wyman" crabapple � —� t1 11 ,y1 PN 6 Pinus Nigra Austrian Pine 6-7' ht. PS 19 Pinus Strobus White Pine 8-110' ht. 12' O.C. r � PR �' - 1 4 Pinus Resinosa Red Fine 10 112 ht. 2-GT � \� 3-AZ �� 1 ;, �; TH 15 Thujo Occidentalis Am. Arborvitae 6-7' ht. SHRUBS do R 12 Rhododendron PJM Lavender Rhod. 2-3 foot ht. GROUNCOVERD �.cl IG •_ � , � 8 Ilex Glabra Inkberry 18 24F ht. 77-R o j � � � , � 4-AZ �k� C , ! AZ 16 Azalea Del. V. White White Azalea 18"-2�4" ht. a I U 1 `ul-r u Q 1-GT MP 10 Myrica Pennsylvanica Bayberry 2-2.5' ht. a ivy EA 62 Euonymus Alotus Burning Bush 3-4' ht. RC 3 Rhododendron Roseum Elegans B&B 8-PS 2-GT �' 1 �� 1 catawbiense Catawba Rhododendum "Roseum Elegans" � 1. �1 �1 JH 2?0 Juniperus horizontalis Blue Rug Juniper 15-18" GENERAL DESCRIPTION OF EXISTING VEGETATION j . . \� / The existing vegetation on the site is grass, weeds and brush growth through a gravel base placed for construction of the partially completed existing building. Topography is generally a 8-CP flat except for a ledge cut in the northwest corner of the site. �, LANDSCAPING NOTES '1 All landscaped areas and planting beds shall receive 4 in. minimum screened loam. The planting beds shall be graded flat so as not to allow runoff into the parking lot. i All planting beds shall receive 4 in. pine bark mulch or other bark mulch. SCOTT I^N yam. �t 1 Each tree shall be staked and secured with galvanized wire as detailed. The wire shall be o anT +4z �' lL wrapped in rubber hose around the tree. No.33(M Clear and rub all areas for round cover and plantings. Fine rade these areas prior to �2 "-• o w� f { 9 9 P 9 9 P laying the loam. Remove stones over 3 in. diameter, sticks, protruding roots and other : 91� debrisP ,I Each plant shall be watered in to remove air pockets during planting. CERTIFIED FOR PERMITTING Z \ / PURPOSES ONLY. NOT FOR 1 5-MP � `.•/ CONSTRUCTION. PLANS 5-AZ SUBJECT TO CHANGE. 0 LANDSCAPING PLAN D m 3-RC rr, SPECIAL PERMIT SITE PLAN I D -6.-PN for property located at -- - 400 Highland Avenue REVISIONS Salem , Massachusetts N0. DATE DESCRIPTION BY _ Prepared for: OLDIE VILLAGE MALL REALTY TRUST --- -- - 190 Pleasant Street, Marblehead, MA 01945 CONC. SLAB Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCAM - - 4 9/29/94 PER SALEM PLANNING BOARD MR 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 30 15 30 W 120 Land Surveyor: NORTH SHORE SURVEY CORP. & BLE R,p XD 3 9/15/94 PER SALEM FIRE DEPT./FIRE INSPECTOR MR 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 t1LL 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 ( ix �' ) \ 1 8/18/94 PER SALEM PLANNING DEPARTMENT MR Date: June 30, 1994 Scale: 1"=30' Sheet 3 of 6 PLDE #94-15 1 inch = 30 ft. EXISTING CONDITIONS I 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 VDRIVE c based on the best available information at the time of preparation of these plans. The site ocontractor shall verify locations and elevations of existing utilities prior to commencing work. � D -� � Adjustments to the design (if required) based on actual field conditions shall be the responsibility of the Contractor. PLDE assumes no responsibility for utility lines broken during site construction. z RELOCATE Ex. SIGN - PROPOSED SITE INFRASTRUCTURE REMOVE EX. SGE The site �s designed for a WB-40 Vehicle (tractor-trailer with a 40 ft. trailer in tow). ---------- S _ �� ___ - - -� _ ���� The following notes pertain to the utilities outside the building. Utilities inside the building CONNECT TO EX. S -- __---- -- S -- - Architect others. NEW SGE are specified by the Arch't t and oth rs INN•127.88 PAVE ENT MATCH EXISTING ���� Prior to working inside the road rights of way, the site contractor shall obtain all necessary 10' MATER - - — 10" WATER - -- -.._--- rn W - - t© x s' w -- Permits to perform such work from the City of Salem and /or Mossachusatts Highway •S&V REMOVE EX. SIGN f-OVERHEAD & UNDERGROUND zi Department (MHD). - - - _ MOVE EX. VGC Er_ECTRi The Site contractor shall contact dig safe at 1-800-322-4844 prior to commencing any _ UNDERGRCUND 4 LIL TRIC _ _- ------- 22.5' � _MATCH PROPOSED CONIC, _ ____ _ - . -� ---- -- -- rn utility work. APPftJX.. LOC. 24' RCP DRAIN '- CURBING WITH EX. VGC - ❑ Fire Alarm: Per Building Code and the Salem Fire Department. / 3 / RELOCATE EX. U1ILITY POLE �`' , I Exterior Lighting: Lights will be mounted on the building for lighting around the building, REMOVE EX. BIT. CONC. TMH \ location and type to be specified by others in compliance with energy codes. / re / XSIDEWALK. MATCH SIDEWALK AT The proposed new parking areas are illuminated with two-way 250 W high pressure sodium TOP OF PROPOSED CURB. � 0in SIGN REMOVE EXISTING lights on 14 foot high light poles directed downward and shielded from public/private ways. / 0 SNOW STORAGE AREA SIGN AND LANDSCAPING i The lights shall be designed to illuminate the proposed parking lot with on illumination level TS of 0.5 foot candle. A lighting plan shall be submitted to the building inspector prior to %Q % REMOVE EX. BIT. CONC. SGE issuance of a certificate of occupancy. PROPOSED 20 WIDEb 3� F SIDEWALK. MATCH SIDEWALK AT UTILITY EASEMENT /J / TOP of PROPOSED CURB. 'I . ; a Domestic Water Service: The site contractor shall locate the existing water service and verify the size of water line and location of meters. The location of the water- lines and meters i `r' shown on this plan are approximate. o ----- Fire Protection Service: The proposed building does not contain interior fire protection V) l I l sprinklers per Architect, therefore no separate service line for fire protection is provided. ------ ;( SGE t Two existing hydrants in Olde Village Drive are within 500 feet of the furthest corner of `8 * r I the proposed building. } Electric and Telephone: Final location, size, depth and materials are subject to the approval i of the respective utility companies. Electric and Telephone service to be brought to the SMH 22.5 BEND \ ` building by underground cable.. Electric and Telephone work by others. � `, � RIM=135.25 6"x 4" , Gas Service: Natural gas service is to be provided to the proposed building in accordance 6" INVin=128.82 REDUCER 1 8' INvout=128.65 TYP. with local gas company standards. 4"GV ( REMOVE EXISTING BOLLARDS ____ '� Cable TV Service: No cable TV service is to be provided to the proposed building. BOLLARDS G SGE ' I` STONE MASONRY WALL ` I Sewaae DisC� (�') 4" DOMESTIC osa1; Refer to the drawings � I Storm Drainage System: Refer to the drawings MATCH EXISTING rn i PAVEMENT PAVEMENT Within State Highway Right-of-Way the driveway shall have a minimum 6 in. foundation of REMOVE EXITING 1 compacted gravel, and shall be paved with minimum 3 in. bituminous concrete in two 1.5 BIT. CONC, BERM ` inch lifts. The new pavement shall butt into and not overlap the edge of the existing highway surface. New bituminous pavement in the proposed parking and loading areas shall consist of 10" 1 compacted gravel, 2 bituminous binder course and 1 bituminous top course. Concrete Walkway around the proposed building shall consist of 41" thick concrete with 1 RELTE ;UTILITY POLE 6X6X10/10 WWF 1-1/2' from the bottom on 10" compacted grmvel placed on thoroughly I 1 compacted subbase. Place joint filler at interface with concrete curbing and at the building foundation. Place a score line (control joint) every 10 feet in leingth. Place expansion joints with joint filler every 30 feet in length. CONCRETE 1 1j CURBING E , WHEEL STOP 1 ` I (TYP.) � I �, Dimensions are from the face of the edging at the gutter line. W i ; �! BIT. CONC. J ' Curb cut for handicap ramp per Architectural Barriers Board specifications 521 CMR 2.0 I PARKING AREA �-� -�f, Section 21.1 and detailed on this plan. to t Sloped granite edging (SGE) shall be provided as indicated where existing islands in Olde Village Drive are to be modified, along curb cut to Route 107, and along interior islands and edges of pavement as indicated on plan. •.•• • , EXISTING STONE MASONRY WALL; DUMPSTER PAD 17 ; .,. �f--�� , TO REMAIN 1 Size and locations shown on this plan. (REPAIR AS REQUIRED) j Z ` The surface shall be flush with the adjacent asphalt pavement and shall be 5 inch formed Z o -moi `,` portland cement concrete with 4 inch by 4 inch WWM. i ILIGHT POLES �� ,, 1 , The subbase shall be 8 in. gravel borrow M.D.P.W. M1.03.0 Type B (no stones over 3 in.) i • • POSITIONED 1 compacted to 989'0. { inIN BETWEEN POST MOUNTED 1 ..:. .... ...:.:.....:. . .....:. .:. .... PROPOSED LUMINAIR (TYP.)� , 1 1 GUARDRAIL 4 TREES (TYP.) �`,� ( , r 1 Guardrail shall be steel beam in accordance with Massachusetts (Highway Department �' • • •••: •'.. ,•- •.•.•:._.:.••..•.-: _•.. . '• .., W �ice' � 1 1, Construction Standards in the location shown on these plans. SIGNAGE N * , u++, a , Advertisement signage shall be by others. Permits obtained by others. n h layout plan. Directional signage is shown graphically o t e you p a L . . .. . .... . .. . . . . . .. .. . . . . . . .. .. . . . . . 1` �, ' RETAINING WALLS i o LIGHT POLES ON ��^\ CONCRETE PYLONS PAINTED t \' , \ A concrete retaining wall (conceptually shown on this plan by approximate location only) g s WHEN LOCATED IN PEDESTRIAN ING ,�, SHIELDED \ `, along the southwest edge of the site shall be designed by a structural engineer registered in I BIT. CONC. AREA (TYP.) CROPER SALEM POST MOUNTED Massachusetts. An exposed ledge cut in lieu of a retaining wall in part or full shall be HANDICAP ACCESS RAMP (TYP.) -- - - STANDARD. 1 LUMINAIR (TYP.) \ subject to review and approval by the City of Salem. .n 1 An existing retaining wall along Route 107 requires structural inspection prior to the i l ^ . . . . . . - - -- - ` \ construction of the proposed parking lot to insure the structural integrity of this existing wall. 13' WIDE C�NICRETE SIDEWALK ('TYP.) \ \ \ An existing retaining wall off-site adjacent to the proposed loading area requires structural ! ` , 0 , \ \ ` •�,` inspection prior to the construction of the proposed loading area to insure the structural . . . . 1 1 integrity of this existing wall. .. . . . . . . . . . . \ . . .. .. . .. . .. . .. . . . . .. . . . . . . k to Je'41 . . .. . . . . . . . . . .. . .. . . . . ... . . . . .. . . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . SCOTT 1 ll O a PATfIOM/Q 11✓ ..'.. .. .. . . . . . . .. . . .'.'.' .'.'. \ \ `` ` CIV( �I **'' 'I j '.. No. e . . . .... .. .. . . . .. . .. .... .. ..... ` \ CERTIFIED FOR PERMITTING 1 cn cn \� \ \ / °r,.�GrsteRMo4P� PURPOSES ONLY. NOT FOR I .. . . .. . . . . . . . . . . . . .. . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . ZO '`, ^�Qha:Q ` .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . .. `' �.�./ � CONSTRUCTION PLANS 11rA1L- SUBJECT TO CHANGE. . 1i10lJttTED N . . . . . . . . \ . . - --� BOLLARDQ,QG/11<FX,:�1: 1'r �QL.E *� �' ` rw�� +` �' ', MATERIALS & UTILITIES PLAN �-� 5 WIDE CONCRETE SIDEWALK SPECIAL PERMIT SITE PLAN �� \ \ for property located at - GUARDRAIL 4 EX. LEDGE CUT _ _--- - --- _ _ _�_--- Highland _ --- INSTALL GUARDRAIL ON TOP \ REVISIONS Salem, Massachusetts - D p CONCRETE RETAINING WALL — INSTALL GUARDRAIL ON TOP OF EXISTING RET. WALL OF PROPOSED NJ O. DATE DESCRIPTION BY Prepared for: OLDE VILLAGE MALL REALTY TRUST 190 Pleasant Street, Marblehead, MA 01945 Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING k� GRAPHIC SCAM 4 9/29/94 PER SALEM PLANNING BOARD MR 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 Land Surveyor: NORTH SHORE SURVEY CORP. E 3 9/15/94 PER SALEM FIRE DEPT. FIRE INSPECTOR MR Salem, MA 01970 Ph. 508 744-4800 '0 ° 15 '0 °0 t20 � �,o t"�. / 209 Washington Street, ( ) C �� 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT ( IN FEET ) 1 8/18/94 PER SALEM PLANNING DEPARTMENT MR 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 1 inch = 30 ft. Date: June 30, 1994 Scale: 1"=30' Sheet 4 of 6 PLDE #94-15 GRADING AND DRAINAGE PLAN NOTES Plan references: OLDE �B VILLAGE DRIVE ` RIM=131.96 1. Existing conditions and topography per actual field survey performed by PLDE on INv=128.88 � April 18, 1994. Benchmark: SMH #1, Invert Elevation = 127.88' taken from a plan enti ed "The nd inium at Salem, and CB -- i = _ - - - - - -- - i Massachusetts"!9Scaale �on40mida d November 4191 1986 andAvenue, revised Salem, t rough April 18, LI =136. 91 ' 1987, prepared by JA-BY Engineering. •. i 132.50f X36 zg 's 2. Approved plans: "The Highland Condominium at Salem" prepared by JA-BY Engineering, dated 11\4\86. 3. Approved plans: "The Highland Condominium at Salem, Highland Avenue, Salem, S - ---�__._�S _ dated Nov. 1986 and revised through Massachusetts scale 1 40 d 4 u h S - - --- �- 5 -�; prepared by JA-BY Engineering. RIM=?36.15 --------I �wC, -L-- NOTES: IINV=133.15 •� J `� -- _ - /I.r'/ INVin=127.57 - - F=� -- - - - J INvin=127.32 1. This drainage concept proposes to utilize an on-site exfiltration system designed I --- Ex 5' W1D�81T. C,0NC IDEwcrh EX. 5' WIDE BIT. CONC. SID ALK J o 1� to retain on-site the 10-year, one-hour design storm event. APPROX. LOC. 24" RCP DRAiN D -_ X % _ _ - D ice, �0' UTILITY EASEME�N T 2. Based on the Flood Insurance Rate Map (FIRM), Panel 5 Of 5, Community / Panel No. 250102 0005B, revised August 5, 1985, the site does not lie in a B "4182!_ - �`�- - -- -- --- R - --- -- -- 1 Zone "A" 100 year flood plain. \ DMH (FOUND) 135 31 �- _ - _ - X. t proposed Pbody. 1 3. The ro osed develo ment is not within 100 feet of a wetland or water RIM='36.54 OF / ` _ i.�/� _ _- - ~�-+_ _= _-_ 5 N r 1' iNVin(12")=132.69 � ` / 9 � � %' � - X. ,�B r , 4. All drain lines shall be polyethelene (black plastic), smooth interior, embedded \ RIM=131.50 for H-20 loading. \ I' INVin(24")=133.38 �r iNV=126 50 .1 INVout(24")=130.32 �, \ /j -- 1328` I I 1, 133.9 �• 1�.. PCC40 7 l DMH 134.2 `, �� \ f RIMt^131.5 *w to -T' RIM=132.9 LINy r! S. INV=128.25 134.6 - 1 �\ \� J j 3D7_�. . 50 LF. EA n 1 _ 1nOM LB#6(DOUBLE) 1_ RIM=132.25 �+ INV=128.25 I l \ 1 13412 A�1�. TW 1.3 .1 _ �, r 133(30+ 1 i t it 1t1DGE UNE � 2 ti 33.1 LEGEND � 1 i LB�15(DOUBLE)� � 1 I RIM-132.50 , ; ! EXISTnNG CONTOURS Tr r I INV=128.25 i' \ 133. 1 i 1 PER FPLDE SURVEY REFEFR TO SHEET 1 FOR BENCHMARK 134.24 LB�14 1 �_ + - - n•.. .� RIM=132.90 /�� PROPOSED CONTOURS . ... . . .•. .' .. 68 LF. �crrLTRAIT? NV=128.25 ! i I LB2 N • . • •-- .• ,w PROPOSED STORMWATER MANAGEMENT SYSTEM e ` CONSISTING OF LEACHING BASIN (WITH SUMP) I I 1 i RIM-134.88 p0 :. .' ' '.'.'. 1 i INV-130.88 , AND AN EXFILTRATION TRENCH I I w 134.11 _ J• 133 I 20 LF. 1z"dA. � + ' i I ROOF DR 01 f ` lQ`r r� , '1 +► DRAINAGE FLOW ARROW / `, x t' F A 1 4 TC 135.70 v I t 1 1 w 1 '3 SC 135.37 \ } q 1 , 1 134.24 I r �--i LB#3 . . . . . , . . . . RIM=133.60 1 �. . . . . . . . . . . . . .. ... ... . . . . . . . . . . INV=128.25 1 1 2 N \ 1 _j \ f� \ \ 1 \ \ .. . . . . . . . . . . 134.11 + �\ \ \ } 1 f Lit \ ` 1 1� . . 134.24 1 . . ' '. . . . .. . .. .. . .. . . . . . . . i. 1 I . . . . . . . . . . . . . . .. .... �• \ / R ` 1 1 ; 1 \ /0107 \ B 1281 \\ I+ t 133.6 •.'.'. . BC 139,37 FINryM 134.6 1 i .. . '.'..'. .•.'.'.'.•.'. .'.'. .'... . TC 135.70 BC 135.07 1 ` ,�` f +134.2 +134. +154.6 ; J: 9 l � _ I- _ - - /^�y�p�} } _ .. . . . . . . . .. . 1 =2 ^ �`.. �- �� .. \ /" ; •, : SCOTT tAm �• i - 135.3 , PATfi01KICZ a 135.1 LINE� I 1 > CIVIL ,. .. . . . . . . . . . . . . . . . . . \ gra ;a► LB 1 1 t '.' '. .. •. . '.'. . .. '.'...'.•.'\ '. \ ��s'�ti�t•tr0 RIM=134.88 .'. .'.'.'.'. .' . .. . . . . . . • . . ..'. . . .'. ... . . . . . . .. . . . . . . . . . . . . . . . . '� �q INV=130.88 ... .•.... '.'.''.'. . . C 135.?0 �1 20 1Y .ti. . . . . . . . . '.' '. .'.'. 135.3 CERTIFIED FOR PERMITTING • 01 . . . . . . ... ... . . . . .. . . . .. .. . . . - C _ ttt3dF oRAw sao1.. . . r 2 PURPOSES ONLY NOT FOR . . . . . . . . .. .. . . ��'. . . . . . \� URPOS B . . . . . . . . . .. . . \\ CONSTRUCTION. PLANS '.'.'.'.'.'.'. SUBJECT TO CHANGE. : : . . . +1 3.4 \ . . . . .. . .. .. . .. . .. . . . . . . .. .. . . . . . . . . . . . . . • .. ..'. .'.' .•.'.'.'. .'.'.•.''..'. . ... .. .. . . . . . . . . . . ..'. .•.'. . y . . . . .. . . . . . . � , N�r125.31 GRADING & DRAINAGEPLAN I RIM= . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ..'. . .'.' '. .•'.'. . ':'.'.'.'.•. .. . . . . . . .'.. . . ':':' :'.'. . . .• .: . ... :. . .:. . . ...:._..... . . . . . . '.'.'. I =119.00 I 3 �' \ IN =113.90 + 49 SPECIAL PERMIT SITE PLAN i 1NVojt=119.06 - - '341 ,. '� LB#7 W _ �� `-- � '' �, for property located at (-. _ 40 LF. 12' DIA. Iz \ I +t3� / NIM=130.30 134.50 ROOF DRAIN S-o.rn `� LB#8 T T / V RIM=14.30 - � ��' R� 400 Highland Avenue INV-130.30 EASEVENT 1G \\ \ _ 135.3 �F. �* _� fi \ Salem, Massachusetts 1� ( - - ti Y_ _ - -- - - - BW 123 13 -�- - -- -- - N 0. DATEDESCRIPTION B Y 190 .�. n!r 1 � 013 - - -�-� �• � � _ _ --t--�--�'- � 31 � � \ T \� I �, Prepared for: OLDIE VILLAGE MALL REALTY TRUST TW 160 0 150,0 TW T 190 Pleasant Street, Marblehead, MA 01945 �� � `�``-- ��' ���s Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE ��'� \� '��� �`'�`` s~ I ( I I 1 + I 204 Lafayette Street, Salem, ( ) 1 1 f 1 ` 1 4 9/29/94 PER SALEM PLANNING BOARD MR M A 01970 Ph. 508 741-1663 •� _ i , " J. � 1 1 � _ Land Surveyor: NORTH SHORE SURVEY CORP. 1 ` 1 \ j +• w c,1 - - PER SALEM ARE DEPT. FIRE INSPECTOR MR JO 15 30 d0 120 1 > P -r) - O 00 ` c0 ONu , f i \ , , 1 ` � rn 3 9/15/94 / 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 IK JOL v� �n p `'� �' �a 4 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT rn �, Q °lw' °' 0 9 n' �' `r -,o N� 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 IN FEET j 0p0 °' ' C ABLFj 1 8/18/94 PER SALEM PLANNING DEPARTMENT MR 1 tech = 30 ft v Date: June 30, 1994 Scale: 1"=30' Sheet 5 of 6 PLDE #94-15 DOUBLE FRAME k GRATE FINISHED GRADE - HEAVY DUTY FRAME AND COVER HAVING PARKING LOT PAVEMENT �� (NEENAH #R-3531-8 OR APPROVED EQUAL) ' MINIMUM INSIDE CLEARANCE OF 24" MORTARED BRICK RISERS LE BARON LA 246 TO BE LETTERED (IF NECESSARY) -1 I - I -1 I - I -1 I-1 "SEWER" (3" LETTERS) 3" -� COVER �(8" H-20) �- CASTING TO BE SET ON AND COVERED - �'�._ WITH FULL BED OF MORTAR a❑ O� THOROUGH 18` DIA. INLET COMPACTED TO x 24" DIA. INSURE NO \\ i a �_ SETTLEMENT OF ADJUST GRAD£ WITH COURSES OF I PARKING LOT BRICK AND MORTAR (3 COURSES MIN., Q g F=7 0 [fffl � Eff� �fl Q ABOVE 00 5 COURSES MAX.) j i 18" PERFORATED !POLYETH. N 0 0 (BLACK PLASTIC) 12 -- BITUMINOUS WATERPROOFING COMPOUND (TYP.) ❑ O O C7 = ❑ / (SEE NOTE J4) aa � o opo ' 5" REINFORCING SUFFICIENT TO WITHSTAND ��. 4 O1/2 D cn H-20 LOADING 9'-8" H-20 �� 0 0 0 DI C O a W 1 a STEPS \ D C� O ❑ /2 D � > --- MANHOLE TO CONFORM TO ASTM SPEC. C-478 f� SEE NOTE BELOW T �4 (4000 PSI MIN. COMPRESSIVE STRENGTH) a C� �O Ol 2-3' a. �;:. � oDEPENDING _..�- 250 WATT HIGH PRESSURE ❑ a � � fI 101 AIR ,� r p 2' ON FINAL SODIUM, ANTIQUE LOOKING x - MIN O-RING RUBBER GASKET JOINT (TYP.) \`C/ Q 15 SELECTION LIGHT FIXTURE. DOWNWARD a CONFORMING TO ASTM SPEC C-44 4'-0' -- 5" MINIMUM 2 MIN. e' ` / DIRECTIONAL. FINAL SELECTION V_ 2" CRUSHED , 4 �� ' BY OTHERS. mTABLE --- RUBBER BOOT CONFORMING TO ASTM DRAIN HOLES �" SUMP STONE /� /�// Z 2% SPEC. C-443 PROVIDING WATERTIGHT SEAL 3' 3' \\� \� INSITU GRAVEL r TO BE FIELD TESTED e � AND CONFIRMED a -i c 3" MIN. - SHAPED CONCRETE INVERT 2' CRUSHED STONE 1 - CLASS "A" CONCRETE .— Q 12 COMPACTED GRAVEL&• *-p 4" MIN. M OR CRUSHED STONE '�-- o '�, 6" i \\ \ \ \\/\ UNDISTURBED, STABLE MATERIAL {�-- EXFILTRATION TRENCH DETAIL Not to Scale MOUNTING PER MIN. NOTES: NOTES: MANUFACTURER 4'f SQUARE LIGHT POLE 1. USE 4'-0" DIA. MANHOLE FOP, PIPES 24" OR LESS; DESIGNS FOR 5'-0" DIA. MANHOLE FOR PIPES GREATER THAN 24". 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. STEPS: STEEL REINFORCED COPOLYMER POLYPROPYLENE 2. COVER REQUIRED FOR H-20 LOADINIG. VELOCITY MPH WIND LIGHT BASE COVER ELOCITY� (PER MANUFACTURER) PER ASTM, LE BARON NO. L115. 3. FRAME AND GRATE TO BE DOUBLE (INLET. 3. TABLE AT 2/3 PIPE DIAMETER. 4. TWO COATS OF BITUPLASTIC NO. 28 MANUFACTURED BY THE KOPPERS CO. AND APPLIED IN ACCORDANCE NTH DRY WELL CYLINDRICAL � 1 CHAMFER THEIR INSTRUCTIONS. LEACHING CHAMBER -- SURFACE TREATMENT STACKABLE (SEE PLAN) PRECAST CONCRETE SEWER MANHOLE Not to scale Not To Scale i_ BUSHING r PVC CONDUIT (2" MIN.) m N (TYP.) 2,/4" DIAM GALV. STEEL ANCHOR BOLTS (4) TRENCH WIDTH EMBEDDED A MINIMUM OF TRENCH WIDTH i 3 MIS N. — •; %�/ 30 INTO CONC. FOOTING 3 MIN. PAVEMENT CROSS c$ .. . . PAVEMENT CROSS SURFACE UN Y FINISHED GRADE SURFACE COUNTRY CONCRETE FOOTING (PRECAST OR PAVEMENT - �\ ONE CONTINUOUS P(OUR) (4500 psi) PAVEMENT - I FINISHED I -I -III- -f i I- I -1 I -I I -)I -1 -III- I-) �I IIT, I!- I -1 �\ 12"x12" SQUARE FINISHE\ I GRADED 12' COMPACTED o, p o- 0 r GRADE LIGHTPOLE CENTEED IS 12" COMPACTED-�� oo moo sa14 r rrr GRAVEL � ��pr� b`� � rr rrr COMPACTED CLASS "B" S�URROUNDIDNG�FOOTIMIG GRAVEL rr rWATE Cr r r r BA(CKFlLL SUITABLE O rr rr rr rrr BACKFILL SUITABLE TO ABOVE SEWER MAIN ING 5' MIN.. > rr rr rr �r ACCCOMODAIE SURFACE LOADING Z O r rrr r rr ACCOMODATE SURFACE LOADING R MAIN 10' MIN. (F4REQUR D BYND rr r f r r r r 5' MIN. NOTE: ELECTRICIAN) THOROUGHLY COPACTED 1. USE CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR a r rr rr W r r r SEAM LECT' BACKFILL (NO APPROVED EQUAL. PHONE: 1-800-242-7314 3/4" CRUSHED STONE / STONES OVER 2 DIAM.) <) vI-OF 1f io Z WATER MAIN SEWER MAIN -WATER MAIN -PIPE JOINT 0 3" MAX. CLEARANCE /� / �/ :- ' 18" MIN. (TYP.) PARKING LOT LIGHTING 3" MAX. CLEARANCE TO UNDISTURBED EARTHPARALLELING LINES: TO UNDISTURBED EARTH 'F 6" MIN. CLEARANCE /WATER LINE AT SAME NOTE. IF LESS THAN 18' OR WATER LINE LIGHT POLE INSIDE PLANTED ISLAND �� 6" MIN. CLEARANCE % /�// / TO LEDGE BELOW SEWER, CONCRETE ENCASE /i ii / o `✓a TO LEDGE UNDISTURBED BOTTOM ELEV. OR BELOW SEWER UNE Not To Scale UNDISTURBED BOTTOM J SEWER MAIN IN EARTH IN LEDGE 6 IN EARTH IN (EDGE �',-SEWER MAIN NOTE: 10' MIN. NOTE: WATER MAIN SHALL BE 8" CEMENT LINED DUCTILE IRON PIPE (CLDI). NOTE: IF LESS THAN SEWER MAIN SHALL BE 8" PVC SDR 35 AND SHALL HAVE BELL AND SPIGOT MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP., 10' CONC. ENCASE A MINIMUM COVER OF 5' UNLESS OTHERWISE SPECIFIED. R.D. WOOD CO., OR U.S. PIPE CORP. PIPE SHALL CONFORM TO AWWA, SEWER LINE C150-71. THE CEMENT MORTAR LINING SHALL CONFORM TO AWWA C104-71. INSTALL THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES SEWER MAIN TRENCH DETAIL AS REQUIRED SEWER MAIN CROSSING WATER MAIN DETAIL Not To Scale WATER MAIN TRENCH DETAIL Not To Scale Not To Scale SCA)Trr , iAfw 4.� PATROWiC2 LOAM AND SEEDN I .338 {� ti 1 o3�A ALL DISTURBED AREAS-\ � e 4" REVEAL- --- - - -_ - CONCRETE �- GRAVEL BASE COURSE 6" MA)( CERTIFIED FOR PERMITTING��ti % SIDEWALK PURPOSES ONLY. NOT FOR BIT. CONC. BINDER COURSE CONC., j BIT. CONC. SURFACE COURSE I �P���?' SUUB ECOT TOCHANGE S V �� PLACE GRAVEL AND CURB TRANSI110N / COMPACT PRIOR TO CURB TRg1VS1TlON 0 SETTING OF EDGING SITE DETAILS � r .• � o e �. bap o FACE OFURB 4- _ C ' 6HIGH -0 EDGE OF PAVEMENTSPECIAL PERMIT SITE PLAN — � oC4 �4 oo o ' ,� ... O� � o 2'-0" , MEET FINISH \/\/\/\/\ for property located at / \/\/\/\� \ GRADE OF ASPHALT � PAVEMENT COMPACTED GRAVEL SUB-BASE CEMENT CONCRETE 400 Highland Avenue NOTES: 1. RAMP CROSS-SECTION TO BE 'SAME AS ADJACENT SIDEWALK: REVISIONS i.e. DEPTH OF SURFACE AND FOUNDATION. NOTE: GRANITE EDGESTONES PER' MDPW M9.04.2 TYPE S8 Salem, Massachusetts 2. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED NO. DATE DESCRIPTION BY BY BROOMING IN A DIRECTION PARALLEL TO THE LENGTH Pre OF THE RAMP. pared for: OLDE VILLAGE MALL REALTYTRUST SLOPED GRANITE EDGING Not To Seale 190 Pleasant Street, Marblehead, MA 01945 Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING WHEELCHAIR RAMP 4 9/29/94 PER SALEM PLANNING BOARD MR 204 Lafayette Street, Salem, MA 01970 Ph.(508) 741-1663 Not To Scale Land Surveyor: NORTH SHORE SURVEY CORP. 3 9/15/94 PER SALEM FIRE DEPT./FIRE INSPECTOR MR 209 Washington Street, Salem, MA 01970 Ph.(508)744-4800 2 9/12/94 PER SALEM PLANNING BOARD MR Architect: ROBERT ZARELLI, ARCHITECT 1 8/18/94 PER SALEM PLANNING DEPARTMENT 17MK] 1 69 Washington Street, Marblehead, MA 01945 Ph.(617)631-5593 Date: June 30, 1994 1 Scale: 1"=30' Sheet 6 of 6 1 PLDE #94-15