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VINNIN SQUARE - ZONING (5) �'t+o� � Spy DCu�r�n Vin�in SQ. Shopp�c�,,�-cit. i I . yea DECISION WETLANDS AND FLOOD HAZARD DISTRICT SITE PLAN REVIEW SPECIAL PERMITS VINNIN SQUARE SHOPPING CENTER 7 PARADISE ROAD SALEM, MA 01970 RE: VINNIN SQUARE SHOPPING CENTER On ThursdaY, P 4 April 15 1993 the Planning Board of the City of Salem held a public hearing regarding the application of Snell Realty Trust under Section 7-16, Wetlands and Flood Hazard Special Districts; and Section 7-18, Site Plan Review, of the Salem Zoning Ordinance, for the refurbishment of 48, 356 square feet at Vinnin Square Shopping Center. At a special meeting of the Planning Board held on May 27 , 1993 , the Board voted by a vote of six in favor, one opposed, to approve the application as complying with the requirements of the Special Permits, subject to the following conditions: 1. Conformance with Plan Work shall conform to plan entitled "Site Plan in the City of Salem, Commonwealth of Massachusetts, Vinnin Square Shopping Center" prepared by Civil Engineer, Vanasse Hangen Brustlin, Inc. , and Architect, Edgar H. Wood Associates, Inc. dated March 18, 1993 , revision #1 May 28, 1993 . 2 . Amendments Any amendments to site plan shall require the approval of the Planning Board 3 . Landscaping Landscaping shall conform to plans entitled, "Proposed Landscape Plan" drawing C-3 , dated March 18, 1993 , revision #1 May 28, 1993 . a. 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 Planning Board or City Planner. b. Maintenance of all landscaping shall be the responsibility of the owner. c. Developer shall maintain the site to a) its original specifications and b) to the satisfaction of the Planning Board. 4 . 'Construction Practices All construction shall be conducted in accordance with the following conditions: a. No work shall commence before 8:00 a.m. on weekdays and 8: 00 a.m. on Saturdays. No work shall continue beyond 5:00 p.m. There shall be no work conducted on Sundays or holidays. Inside work of a quite 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. C. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on roadways as they leave the site. d. All construction shall be performed in accordance with the Rules and regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 5. Board of Health Board of Health conditions stated in a letter dated April 15, 1993 shall be strictly adhered to. 6. Board of Anneal Decision Board of Appeal Decision requirements as set forth in Decision time stamped by the City Clerk on May 4, 1993 shall be adhered to. 7. Lighting a. Exterior lighting shall be installed and maintained in such a manner so as not to reflector cause glare on abutting properties or which adversely affects safe vision of operators of vehicles moving on nearby streets. b. Lighting for the project shall be reviewed and approved in writing by the City Planner prior to the issuance of a Certificate of Occupancy. 8. Sionaae Signage for the site shall be reviewed and approved in writing by the City Planner prior to issuance of a Certificate of Occupancy. 9. Rooftop Eouipment Rooftop equipment shall be screened or otherwise mitigated from abutting neighbors. The design of such screening shall be approved by the Planning Board, prior to issuance of a Certificate of Occupancy. 10. Utilities Utility installation shall be reviewed and approved by the Director of Public Services. 11. Conservation Commission Work shall conform with all requirements of the Salem Conservation Commission Determination of Applicability. 12. Maintenance a. 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. Trash pickup shall occur between the times of and 7:00 a.m. and 10:00 p.m. c. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. 13. Delivery Delivery times shall occur between the times of and 7: 00 a.m. and 10:00 p.m. 14. Violations Violations of any condition shall result in the revocation of this approval by the Planning Board. . d 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 Permits 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 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. y� Walter B. Power, III Chairman JM\DH\PB052093 S11 P P Rop 4 D R V H R R E P L Z 9 2002IIST OF DRAWINGS PREPAREDFOR . . DATE: LAST REVISION; COVER SHEET FLEET BAN K "oE 08/16/02 --- C--O ABBREVIATION, LEGEND & TRAFFIC CONTROL SCHEDULE SHEET 159 : E . MAIN . STR E �Hq" "��E Q� Q�° 07/16/02 02255M RECORD CONDITIONS PLAN OF LAND 08/16/02 --- EP- 1 EXISTING PARKING & TRAFFIC CONTROL PLAN ROCHESTE.R , . NY 14638 A 08/16/02 --- PP-- 1 PROPOSED PARKING & TRAFFIC CONTROL PLAN v F POND . ( 585 ) 726 - 8045 pQR ASE 08/16/02 --- C- 1 PROPOSED SITE PLAN A LORfNG HILLS AVE. ' 08/16/02 --- C-2 SITE DETAILS Y PREPARED ® WEA THERL Y r C`I j CARTER & BURGESS CONSULTANTS , INC . �y5 . 23 EAST STREET. SALEM / CAMBRIDGE , MA 0 2141 SWAMpsCOTT T 61 ; 7 - 2*25 - 0200 LOCUS MAP F 6 - 25 - 026 SALEM, MA NOT TO SCALE CIO Consultants in, Engineering, Architecture , Planning and the Environment 23 EAST STREET CAMBRIDGE, MA 02141-1215 617-225- 0206 FAX 617-225-0216 CONSUL 'TAN 'TS : GEOD CONSULTING VANASSE & ASSOCIATES, INC. 56R ROLAND STREET 10 . NEW ENGLAND BUSINESS CENTER DRIVE BOSTON, MA 02129 SUITE 314 617 776 — 0432 ANDOVER, MA 01810 617 776 -- 0434 FAX 978 474 — 8800 ATTN: CHRISTOPHER EMILIUS 978 688 — 6508 FAX ATTN: KEN CRAM GOVERNMENT UTILITY OFFICIALS . 3 Uj `v PLANNING DEPARTMENT PUBLIC PROPERTY DEPARTMENT CONSERVATION COMMISSION FIRE DEPARTMENT U SALEM CITY HALL SALEM CITY HALL SALEM CITY HALL CITY OF SALEM 120 WASHINGTON STREET 120 WASHINGTON STREET 120 WASHINGTON STREET 48 LAFAYETTE STREET z SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 978 745 -- 9595 X311 978 745 — 9595 X389 978 745 — 9595 X311 978 744 — 1235 ko 978 740 — 0404 FAX 978 740 -- 9846 978 740 0404 FAX 978 745 — 4646 FAX .o ATTN: JOSEPH WALSH ATTN: THOMAS ST. PIERRE ATTN: DONALD CEFALO ATTN: ROBERT TURNER, CHIEF U DEPARTMENT OF PUBLIC SERVICES CITY CLERK POLICE DEPARTMENT co SALEM CITY HALL SALEM CITY HALL CITY OF SALEM 120 WASHINGTON STREET 93 WASHINTON STREET 95 MARGIN STREET 0 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA. 01970 ®NOY FOR CONSTRUCTION 978 745 — 9595 X321 (978) 745 — 9595 X251 978 744 — 0171 ❑ISSUED FOR REVIEW Q 978 745 -- 0349 FAX ATTN: DEBORAH BURKINSHAW 978 744 1-1 -- 5325 FAX ®ISSUED FOR PERMIT ATTN: STANELY BORNSTEIN ATTN: ROBERT ST. PIERRE, CHIEF �` [:]ISSUED FOR BID/PRICING [:]ISSUED FOR CONSTRUCTION a -- Copyright y Carter & Burgess, Inc. 000 t?°z rgess SALEM, MA —� -- - - - - - - -- — P C O ABBREVIATIONS TRAFFIC C 0 N T R 0 L SC' HEDU LE SIGNSIZE OF SIGN MOUNT MOUNT SIGN SIZE OF SIGN MOUNT MOUNT NUMBER SIGN WIDTH HEIGHT DESCRIPTION TYPE HEIGHT REMARKS NUMBER SIGN 'WIDTH HEIGHT DESCRIPTION TYPE HEIGHT REMARKS ABAN ABANDON N NORTH ACCMP ASPHALT COATED CORRUGATED METAL PIPE NIC NOT 1N CONTRACT R1-1 30" 30" WHITE ON RED CHANNEL 7'-0" REFLECTORIZED SIGN W3-1A A 36" 36" BLACK & RED ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN ADJ ADJUST NO NUMBER NTS NOT TO SCALE 8 BORING R5-1 3030RED ON WHITE CHANNEL 7-0REFLECTORIZED SIGN W4-2L " " ' " 36" 36" BLACK ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN BC BOTTOM OF CURB OC ON CENTER O BIT BITUMINOUS OD OUTSIDE DIAMETER BIT CONC BITUMINOUS CONCRETE OHW OVERHEAD WIRE 161 BLDG BUILDING OVHD OVERHEAD R7-8 " .12" 18" BLUE & GREEN ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN W4-2R36" 36" BLACK ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN BM BENCH MARK OBSERVATION WELL BMA BITUMINOUS MACADAM N BOS BOTTOM (OF SLOPE PC POINT OF CURVATURE co BOW BOTTOM OF WALL PCC POINT OF COMPOUND CURVATURE R3-1 24" 24" RED ON BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN W12-1 K�1 24" 24" BLACK ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN o0 13RK BRICK PH PERCOLATION HOLE BV&B BUTTERFLY VALVE &. BOX PI POINT OF INTERSECTION R3-2 24" 24" REO ON BLACK 4N WHITE CHANNEL 7'-0" REFLECTORIZED SIGN W1-2L ® 30" 30" BLACK ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN BVW BORDERING VEGETATED WETLAND PKG PARKING BWLL BROKEN WHITE LANE LINE PL PROPERTY LINE PLMB PLUMBING KEEP CAN CABLE TELEVISION POINT ON CURVATURE R4-78 a 24" 30" BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN W1-2R ® 30" 30" BLACK ON YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN CB CATCH BASIN POT POINT ON TANGENT aoK* CBCI CATCH BASIN WITH CURB INLET PRC POINT OF REVERSE CURVATURE CC CEMENT CONCRETE PROP PROPOSED nu T'�'"'c W11A-2 30" 30" BLACK ON YELLOW CHANNEL 8'-6" REFLECTORIZED SIGN R4-13A MUST 48" 36" BLACK ON WHITE CHANNEL 7'-O" REFLECTORIZED SIGN 't CCM CEMENT CONCRETE. MASONRY P7 POINT (OR POINT OF TANGENT) — w TURN RICHT CD COMPACTOR DRAIN PVC POLYVINYL CHLORIDE (PIPE) �, •� CF CUBIC FEET PWW PAVED WATERWAY 10 WA � fk� CFS CUBIC FEET PER SECOND W11A-2P QeD 24" 18" BLACK ON.YELLOW CHANNEL 7'-0" REFLECTORIZED SIGN R6-9 TKPc 24" 30" BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZEO SIGN n- xwc CL CENTERLIINE( ) Q FLOW (CUBIC FEET PER SECOND) «HT CI CAST IRON (PIPE) QTY QUANTITY V3 CLD( CEMENT LINED DUCTILE IRON (PIPE) R3-7L MUST 30" 30" BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN R7-1 12" 18" RED ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN o CM CONSTRUCTION MANAGER R&R REMOVE & RESET/REPLACE "m U" CMP CORRUGATED METAL PIPE .... CO CLEAN OUT (OR CERTIFICATE OF OCCUPANCY) R&S REMOVE & STACK (MODIFIED WORDING) Uj 0 RCP REINFORCED CONCRETE PIPE Ohl COMP COMPACTOR R3-7R UST 30" 30" BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN C1-1 PNS 12" 18" BLACK ON WHITE CHANNEL 7'-0" REFLECTORIZED SIGN CONC CONCRETE RD ROAD RED REDUCER aaY CONST CONSTRUCTION RELOC RELOCATE z CONT CONTRACTOR R4-7. © 24" 30" BLACK ON WHITE CHANNEL 6'-6" REFLECTORIZED SIGN R-7506 „ 12" 6" WHITE ON BLUE CHANNEL 6'-6" REFLECTORIZED SIGN CRD COORDINATE REM REMOVE CPP CORRUGATED POLYETHYLENE PIPE RML REMODEL RET RETAIN RETAINING OR RETENTION PREPARED FOR: CUL CULVERT ROW RIGHT OF WAY � NINE 3" YELLOW REFLECTORS CY CUBIC YARD RR RAILROAD R1-2 T" 36"X36"X36" WHITE ON RED CHANNEL 4'-0" REFLECTORIZED SIGN H1-2 •���� 24" 24" ON YELLOW REFLECTIVE CHANNEL 4'-0" REFLECTORIZED SIGN DB DISTRIBUITION BOX RWL RAIN WATER LEADER ��� DIAMOND PANEL RWY ROADWAY " DBL DOUBLE R3-8L a 30 30 BLACK ON WHITE CHANNEL 7-0 REFLECTORIZED SIGN R6-1 L ONE WAY 36 12 WHITE ON BLACK CHANNEL 7'-0" REFLECTORIZED SIGN DEM DEMOLISH DET DETENTION SD SUBDRAIN COP I-_ DI DUCTILE IRON (PIPE) (OR DROP INLET) SF SQUARE FEET " W CO DIA DIAMETEIR SCE SLOPED GRANITE EDGING R3-8R 30 30" BLACK ON WHITE CHANNEL 7 -0 REFLECTORIZED SIGN R6-1R ONE WAY 36" 12" WHITE ON BLACK CHANNEL 7'-0" REFLECTORIZED SIGN Ir DIM DIMENSION SL SLEEVE DMH DRAIN VAANHOLE SMH SEWER MANHOLE I- r DW DOMESTIIC WATER (OR DRY WELL) SP STANDPIPE Lo DWG DRAWING SPEC SPECIFICATION ED-1 BOtICOKT 24" 30" RED ON WHITE CHANNEL 7'-O" REFLECTORIZED SIGN Q Z DYCL DOUBLE. YELLOW CENTERLINE ST SEPTIC TANK Hrsasecna O STD STATION 00 EHH ELECTRIC HANDHOLE STANDARD EL ELEVATION STRTL STRUCTURAL Q W ELEC ELECTRIC SWEL SOLID WHITE EDGE LINE EMH w 3E ELECTRIC MANHOLE SINK SIDEWALK 0 Lo EMP EDGE OF PAVEMENT SWLL SOLID WHITE LANE LINE EOR EDGE OF ROAD SYCL SOLID YELLOW CENTERLINE L E' G E N D ' CC SYEL SOLID YELLOW EDGE LINE EOW EDGE OF WETLANDS EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXIST EXISTING TB TEST BORING EXT EXTERIOR TBA TIRES, BATTERIES & ACCESSORIES TBO TIRES, BATTERIES & OIL CHANGE SLOPE RATIO SPLASH PAD/RIP RAP $ swcHL SOLID WHITE CHANNEUZING UNE FA FIRE ALARM TBP TIRES, BATTERIES & PARTS EMI•( ELECTRIC MANHOLE ♦ FLARED END SECTION 5T'! ..___. SYCHL SOLID YELLOW CHANNELIZING UNE PREPARED BY: FES FLARED END SECTION TC TOP OF CURB SEWER MANHOLE r.rx, e.o.s. BOTTOM OF SLOPE src:: eYc� BROKEN YELLOW CENTERLINE FF FINISH (FLOOR TD . TRENCH DRAIN + SMH _ _ _ FLNP FIRE LAkNE.NO PARKING TEL TELEPHONE ry TELEPHONE MANHOLE r_ax t.os' TOP OF SLOPE `' oYC� DOUBLE YELLOW CENTERLINE FPS F•EE? PEER SECOND TMA TIRE MOUNTING AREA {'°" TMH - �.�...._......... FS FIRE SERVICE TMH TELEPHONE MANHOLE K WMH WATER MANHOLE RETAINING WALL ,sal.,,•,,,,, SYCL SOLID YELLOW CENTERLINE u, FT FOOT/FrEET TOS TOP OF SLOPE �J T° FUT FUTURE: TOW TOP OF WALL ---s--- —s— SEWER LINE -�-_-� -= GUIDE RAIL S�•EL SOLID YELLOW EDGE LINE Q TP TEST PIT —s— SEWER LINE-FORCE MAIN -- --�- -� -- --=-r;• WOOD FENCE SwEL SOLID WHITE EDGE LINE ¢ � to to GAL GALLON( TS&V TAPPING SLEEVE & VALVE °' *" N GC GENERAL CONTRACTOR TYP TYPICAL — WATER LINE x x-- --u--•.x x--x X—x x CHAIN LINK FENCE ->u swL SOLID WHITE LANE LINE � E ms' C GEN GENERAL .�� �r -n•_o 0 - GG m GG GAS GATE ••-••••••u-•••--- --o-- GAS UNE o--a--o--a-o STOCKADE FENCE u� > r UL UNDERWRITERS LABORATORY oa S c N GI GALVANIIZED IRON (PIPE) UNEXCAV UNEXCAVATED e-- —E— ELECTRICAL CONDUIT TB TEST BORING LOCATION all mw o Q GPD GALLONIS PER DAY LL GPM GALLONIS PER MINUTE UNFIN UNFINISHED UP UTILITY POLE ........ T— TELEPHONE CONDUIT -� TP TEST PIT LOCATION o GR GUIDE [RAIL - GRAN GRANITE - ---T PLUG TP,P- TEST.PIT LOCATION WITH PERCOLATION 'TEST � .2 c �D cw V VELOCITY (FEET PER SECOND) c o GV GATE V/ALVE �o w 0 GV&B GATE V/ALVE & BOX VCP VITRIFIED CLAY PIPE -►�- VALVE P PERCOLATION TEST C ¢ttr N I GVL GRAVEL. r. y O VERT VERTICAL ," HYD HYDRANT ' L LEACHING PIT c ¢ Cu GW GROUNID WATER TC 219.50 mr In 0 co Ud C4d WD WOOD , . :+: HYDRANT .WITH BOLLARDS c 219.00 TOP\BOTTOM OF CURB HDR HEADEF2 WG WATER GATEr -UIP- UTILITY POLE XTW 219.50 TOP OF WALL HOR HORIZONTAL WM WATER MAIN HT HEIGHT WMH WATER MANHOLE I xw EHH ELECTRIC HANDHOLE W 219.50 BOTTOM OF WALL HW HEADWALL DRB HWY HIGHWAY +��+ � TEE ty.3 Q TRANSFORMER PAD DESIGNEDY: UP UTILITY POLE Rl © GENERATOR PAD DRAWN BY: JBG HYD HYDRANT :�;. -.- i EHH ELECTRIC HANDHOLE r~ CHECKED BY: ID INSIDE DIAMETER n . LIGHT POLE DRB (LSF ISOLATED LAND SUBJECT TO FLOODING o HAYBALE + LIGHT POLE SCALE: N.T.S. IN INCHES . INCL INCLUDE x== SILTATION FENCE I Mc�Mc COMP COMPACTOR PAD DATE: 08/16/20 2 INST INSTALLED oo { " �W, ; LOADING LOADING PAD HAYBALE CHECK DAM � N j INV (OR 1) INVERT 2i SEDIMENTATION TRAP �•M—_•_� � LANDSCAPED ISLAND � L LENGTH TEMPORARY SWALE ,' f� ® STRIPED/PAINTED ISLAND LB LEACHING BASIN ® � Q LP LIGHT POLE —•so,- —tot— 1' CONTOUR LINE _ _ C STANDARD PARKING STALL .+fir ® W 00 cc MAT MATERIAL ans••-••- —tOs— 5' CONTOUR LINE HANDICAP PARKING STALL ate_• MAX MAXIMUM xz,a.so x2t9.50 _. MGD MILLION GALLONS PER DAY z:.r,aa 2t9x5G SPOT GRADES �N C COMPACT PARKING STALL _ v_ MH MANHOLE C' CATCH BASIN ® CURB TYPE Uj z MIN MINIMUM c cBcl CATCH BASIN WITH CURB INLET ® PARKING COUNT ® CO < MISC MISCELLANEOUS ; r , z a MTD MOUNTED .x"f; DCB DOUBLE CATCH BASIN • MOUNTED TRAFFIC SIGN V MW MONITORING WELL Z CL LEACHING BASIN �'� DIRECTIONAL ARROWS. ♦♦ ,, Z rn f od DAH DRAINAGE MANHOLE £ (F; f�I�� �I�II CROSSWALKUL. Uj® v TRENCH DRAIN %� % % CROSSWALK I W Cl) Uj _....�......... —D— DRAIN PIPE 7�>> sroP STOP LINE ��• Y m - --*-- FLOW DIRECTION �:k ® WHEELCHAIR RAMP e � ' fim. ® Q I µ� ®NOT FOR CONSTRUCTION m rL\ HEADWALL i r, evrL� BROKEN WHITE LANE LINE _ _ ISSUED FOR REVIEW m C w ®ISSUED FOR PERMIT � ® � WSW ❑ISSUED FOR BID/PRICING m z V W Z U []ISSUED FOR CONSTRUCTION L,L ' � j SEAL DRAWING NO. TH AS Q MIND TI y =0 t U DiCICCO y d .o No.29238 O SS/ONAL tiNG PROJECT NO. Q 302510 p Copyright © 2000 by Carter & Burgess, Inc. If LOT 2 t47915.2 LOT 2904 SQ FT 123.98 sI AC ,� 0 AC �`- q,131 SO FT Q A N79152 - 'o- t�` L 25.47�2c F9Fss x_\ >�c 100.83 \\ y �o F���,� 100.33 X01 / :� o• 't< ( LOCUS -1-100.04 ( S,ttFM, SWiU1fPSl�01T 100.33 98.86 �6'\ 100.34 b ( LMAP: F \\ ( NOT TO SCALE +100.27 \ /j +N.s6 B1TUMfNOU CRETE n °�, \ ` zBLWCHMA REFERENCES: TERMINUS ( TBM # DESCRIPTION ELEV.. LAND COURT CASE 25715 �1 6 100.62]#�p UNKNOWN z O STONE BOUND ��► x,96 \ N ® RIM OF ROUND 99.35' 0 IRON ROD t -}-99.93 p CATCH BASIN SEWER MANHOLE / RIM OF DRAINAGE 090 o c °�' a( MANHOLE 108.10' O CATCH BASIN SQUARE / 99.66-1- ® CA TCH BASIN ROUND o 99.87 cey1 R z( RIM OF ROUND -0- UTILITY POLE' ,� .•• �� 99.43 -j( ® CATCH BASIN 104.05 1 <90 WA TER GA TE d fob.3/\ BERM/NUS 0) © GAS SERVICE TAME Q fiyi S� � � ` + UNKNOW (0 � � # LIGHT POLE z 44 DRAINAGE MANHOLE 1 DRAINAGE MANHOLE 2 TA ( ®ItoLIGHT POLE ON CONCRETE BASE 3 $ RIM ELEVATION. 9Z 17' RIM ELEVA77ON: 108.10' c na, n; ® ® BOLLARD IN INVERTS•. ' ( D STORM DRAIN o a = 9.26'(12"'RCP}. a = 89.77'(46"RCP} �; 11 99.69 D ( _-___ _ OVERHANG b _ 89.65(46"RCP a�: 99r , FENCE 4! c 99.13(12 RCP LOT 9 69983 .83 GUARD- RAIL STEEL j 134297 SO FTh CONCRETE CURB, VERTICAL a CATCHBASIN #1 CATCHBASIN #2 3 AC �`' \ o /\ RIM ELEVATION: 99.35 RIM ELEVA770N: .97.03 \ ��00 ;o ' 1 \\ oHw - OVERHEAD WIRES INVER TS.• INVERTS: Q •1-1100.02 \ -152 EXISTING CONTOUR a = 95.00'(12"RCP) a = 97.03'(12'RCP) / •11000.66 100.26 / + 120.55 EXISTING SPOT GRADE b = 95.37' 12"RCP �3 ® r 1 / FOP ( \\\ l 87x9 ( ) •� x ti ss.12 �� DECIDUOUS TREE C 95.J2'(12-RCP) ® CAPPED IRON ROD 01 4\ , ` / CATCHBASIN 3 CATCHBASIN 4 100��� Q naN I •\ \� \� ,\•Ss 1 E.O.P. EDGE OF PAVEMENT \ 9�4�� 806. RCP REINFORCED CONCRETE PIPE _ / RIM ELEVATIO: 104.05' RIM ELEVATIO: 103.63' 100.9s \\� ` \�\\\�\� ����, /92.53 �!� I SIGN (DOUBLE AND SINGLE POST) INVERTS: INVER IS.• . a = 99.85'(12"RCP) a = 99.36'(12�RCP) m \� � rn�# ,� �� H.H. HANDHOLE (ELECTRIC) CONN ETE HEADWALL #1 b = 98.86(12 RCP) 'fr \\ �-'x • ® /•"103.08` • HEADWALL #1 HEADWALL #2 , `\ `� --- - 102 102.58 . . .( INVER T.• INVERT: +102.34 • o •- 88.88'(46"RCP) a = 93.73'(12"RCP) ' 104.12 l ' 05 3 ll1 14 1G `1`Ox. \\\\\\\�\ 91.9X / +104.08 '' /<•� GRA 'S s 9 \'.• ' / n 0 104.05 104.3 f 'os,� X5.52 00 \ 2 STORY \ O "� � . ,-• '", -. COLUMN, 104.16 �\ CONCRETE BLOCK BUILDING i • ' ''� ' 10" 97.05 !^�S��.i s. m�� �\ .- \•`\ �g'L \•\ � 9TH BRICK FACE � 1i •+104.11 . x'9 03.50 - COMMERCIAL 03 PARADISE ROAD THE TOPOGRAPHY SITE DETAIL AND SURFACE IMPROVEMENTS DEPICTED 2 104.17 1• E o C�LIIJMJ�` _._ HEREON WERE OBTAINED FRONA A PARTIAL FIELD SURVEY CONDUCTED ON �� �` /� ^' '• `� ° I '�` + `1 4.11 f/ / / .►, $ r•--- � /105.63 /; . � '-r�-__..�I•,�fOs.1s � JULY 5 & 6, 2002 BY GEOD CONSULTING, INC. 104.13 \104.17 69 9 i / / �,- >�,� 105 _ add. GRASS CB#4� / 9' qh' / / � g / 6` 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT 1'04.36 o j`� 104'f ~-'��cB#2 0 �2•RO'° "Ao fo5. s i'� /I 107, / i 07.72 \ a; BUSINESS 81. 104.32 4' / y�P� y / D , �// /O / '+106.23 �� / 108.16 107.46 104.39 04.41 I .� .• �c. / h D 06.52 7z R l 108.24 3. THE LOCUS PROPERTY IS DEPICTED AS LOT 6 ON THE CITY OF 03�gf. o s3 G��"' i s" GRASS SALEM ASSESSOR'S MAP 20. - --_ I Q pm. G°�• `f� o / #i � DMH#1 'aE �,- \ m 104.6 04.60 ra ti rte' GRASS 07: / .__...__._._ U4„ \\ 4. THE LOCA HON OF ALL UNDERGROUND UTIL177ES SHOWN ARE 105.77 , �6`5 108.80 108.3o .a. o + APPROXIMATE AND ARE BASED UPON A FIELD SURVEY. GEOD fr 4" f 1-108.s9 104 78 GRASS 104.80 GP.AS.S 19"6.23 O /Q GRAS CONSULTING, INC. DOES NOT WARRANTY INE LOCATION OF ALL 104.25 b jo \� �� / A a 107}84 '+107.61 j U77LI77ES DEPICTED. 774E CONTRACTOR, PRIOR TO COMMENCEMENT Ce V ?s �� /ter 105.43 / o / /�� ( 108.00 O�� L 10 i I OF CONSTRUCON, SHALL VERIFY THE LOCA TION OF ALL a ,� / ,/ 1076 ,,�' 16,837 SQ FT UTILITIES AND CONTACT DIG SAFE AT 1-888-344-7233. © `S los 105.18 �.� / ( 0 AC rFRMrNUs (04.05 _,.--- 106.27 06. 8 O / 109.01 5. THE ELEVA77ONS DEPICTED HEREON WERE BASED ON NO DATUM. ALL UNKNOWN. / + ( B1TUM/N011S CONCRETE /l ELEVATIONS DEPICTED HEREON ARE REFERENCED TO A. TEMPORARY 105.37 -1 104.41 '�/ 106.36 BRAS BENCHMARK ON SITE WITH AN ASSUMED DATUM. __ f,. ! 106.59 +108.58 � 6 W 1 105.06 � ._ 1Ug !d 6. THE PURPOSE OF THESEVIDE PLANS IS TO PROA RECORD CONDITIONS "'--•... , -'' GRASS 3Qc +105.487r PLAN CONSISTING OF OBSERVABLE SURFACE FEATURES AT T,�IL' TIME '"• ��r+�r�614 %� �� /." a /�'` \ AND DATE OF THE PARTIAL FIELD SURVEY. 106.08 a /'�� '� 1- +108.16 i � --� --- .' 6„ , w ../� , \ f ( 109.96 . i, �i / I j l ( NW 4" 109.36 106.29 6 �� / ® / 1 ` ` dH 4� 5» 10 ���__ - _ _ --- __ - 1 u i // DUH�J 13' + Y 4" - 105.80 -GR .'.S 4 )1106.12 � i� - --- 7 r .�b l •X aHw R 2 ' '"� , W 4„ 109.72 46' 106.7,�r-�'r- ]0757x �,•� d �4QN - - _81MJNOUs CONCRETE _ RECORD' CONDITIONS PLA.1l� OF LAND -+• 107.5f --107.28 +� ,�" GRASS 4)' y 09.18 LOCATED IN w, 181 ,� ` /� r r 2 1. 1 ' a . o V'9y - V p �-- NKNOWN ?s�• f �.r l GRASS 136.430 W 1018.0 1029 RHINOS SALE.hf, . MASSACHUSETTS T(11i 40 % 107.8 10760 S �6•,�22 pNW , OHW 7 108.42 (ESSEX COUNTY) 6.22 DRAIN E'�SE'NENT -� 7c GRASS rM/� f�rONW10781 10730 '1"107.48 10= & RECORD OWNER: PREPARED FOR 107.30 ��-ONw >9 # - 106.78 107 -l"`r� L.S.A. �J T SNELL REALTY TRUST CARTER AND .BURGESS H -1-107.26 TRFI)TH) 3 PARADISE ROAD SC » s, 107.1 T WISALEM, MASSACHUSETTS 01970 e, ALE. 1 =2Q DATE; JULY 16, ,2002. VV 105.50 C CRETE El�1.H. H.N. > 1 WpY (VARIAME �we�`0F NE...J�eeso GRAPHIC SCALE 6.15 os.71 Ic RIGHT a� ,�� . • Miv *••��, 20 0 10 20 40 80 105.32 105:77 pUSL �'�/�Q':' �' S •,too a �..a., `� O ® C�1V�[JLTdNG a :� 718 ; * ENGINEERING 7RANSPORTATION� PHOTOGRAMMETRY SURVEYING REWSIONSp 56R Roland Street, Boston, MA 02129 { IN FEET ) , '`` •'• ti ' �o Phone (617) 776-0432 Fax (617) 776-0434 1 inch 20 it. r DWG. No. 02255MREC mai°s a r •. �n r SHEET No. 1 OF 1 .PROJECT No. 02255M BK. SALEM #1, PG. #1 NO. DATE DESCRIPTION BY CHK'D /7 Gd J� \ I I \ .N t \ I \ V \�\ ♦ ` cam, \ \. N/FARRIGO ,\ 14546/539 € ^ �2 f o f ' SHERLO REAL_.TY CO., INC. o '♦ . p 7866'/58 i \ LLj I �` \ 1 ` r PREPARED FOR: DEED REFERENCES: _V'� °s` \ \ 9'52.00' -� - DRAIN EASEMENT "A" — BOOK 1377, PAGE 376 "' DRAIN EASEMENT I ;•�',.,` ''�.-. \ `' �P�Q� � \ ,\ — _,2--�' 3�.r..._.._...._..... '�• s ENT "B" — CERTIFICATE #173164 � I— _ -...__. �.\ �� �` DRAIN EASEMENT 'C' — BOOK 6623 PAGE 89 00w j DRAIN EASEMENT "D" — BOOK 6623, PAGE 88 �I 4 I�11 `.. '`..,��? �� � A��p� � 25.47• \\ ,�\ / _ � r SLOPE EASEMENTS — CERTIFICATE #122797 Q« 40z Lo _460 0 \♦ \tea\ .`� 4' ��V / + O 'r : F 1Q W Lu Lo , -CO�TR' C. PAD ,,, # f D ��.. F �ti �•Yn f � W/ ANS. I f �x1, CONC.DOCKPREPARED BY: .:: f RFs; 0 O :t F tO w N/F No TEDESCO POND CONDOMINIUM [6 000 FEN _ � 3 . ..... 4 W� GATE $ 1 9063/394, 9229.262, ETC. ' r N ;. r o i r c -.............. ...... <. 1� je ,t \ , � \ ♦ t 1 '` 40 i (1 iri i O' a)w p X _........ _ ........._......,.....— : ..Z."...�._.. ♦ O ♦tib WCU co O fes: II ' I .....__...�.»...._.�.s..._...._»......�...... .._..,f;_.:_.._. �, t Lo ?E: {s3�.-�r:•.y..t�s€I;€ 3 i:` _.._...._.._ �i` ; EXISTING, b�I Q�•. U,B GH , \�\ //•�"/ C �F � � \ '�\\ ""` •• ':4V'.�..j ♦'\%` � ��~.Y.\. j\ , , t � Q� i0m N `UORNAM�TA=, I CAPPED IRON c. 0 FOUND Gs NN_CONDIAO,VTING 0/-- < ! /• Nr,,•,ti E DESIGNED BY: i I \01-1 \��., \ j \� J'. `�� Jay/ ,, .,, '•: _... Y �Y, 1 ... . ; ..C, G' � �` _^ ;` �^.- ,� J` i/ \, C;t��':F;tvtY?•..., ���.. F NEBY: C.M.K.. CCKEDBY: D.R.B. _ ........-: A41,, o ♦It �F'■V+� Fi€FI• (F iFfI .., '�'.��:�♦..•.`.h....�,.� 1 ', r `• _�_�-•{%. u.zt �\�'♦``,t SCALE:: NG 1"=30 ' EX PEDESTRIAN DAE: 08/16/............. � IST � 2002 CROSSWALK 10 , I __._.... (TYP ......»»__.� <; .) \ .\ I x f j'xAPPROXIMATE EDGE OF �. _.......—_.. _ "' % , 5 3°rE. r ��I RESOURCE AREA I i I»�--••----»-•_ � jj \ •/ I'� 3 »..........., ♦ / e'/ 1 �1 f a i 1 �s a 3O.SS i . ......__........... \ 11� !, _...........".............._._ f` a \ s / t j , ; x i%% 2� i ) w. N1 ` i� od CL € ......._.............,_ _.''i ......� .. / e /...� `e ti N , _ T t _; EXISTIN \ _......_.. ....._ _...V_.. �._. •J M et;1L m _ ..., ................»..................._.. \ ♦ }� C :'jl SE=.,w} i t ...� _ ........._._... ; z �` _ W i - ` F =W,�" � , . M P-E�a-- u ...... .. ....... P� � STING POLE \ CS I __; .-:_ jet �H Mq t f 5 i � / M NTED LIGHT '�. �..:,>i W IR /—EXISTING e i �' �` __..._....• I / Jf I.5 t f: 'd \ , 'i 1 t ;1 \ 0 7NOMAS G Cr. Z 20 i _.._......,.»_ (TYP.) / _, ; f� r i / , e i - t MINOTTt a --..ti. �.'_,_.._.`_ _.....__.............. ._.. ...... i� ••i ', ,,..,».�•-� � � DiC1CCf3 +� ® ,Z .� CL L ~�`` / /' �•,: :./ S i i t ` : • '�20g" SY•-' t No.29238 ( 4 N Or i ,� .. � �.{ �, ;t t .i '~ r,;r••=�� FFss oNnt. o _.."............_....�....................) i E .................. t . } x a;:r i? ' /�4lZtGf / ��✓ �� . .. ...».... .kt9t°�. ^.......... / `1 �5 Y .o•'n°v+% �t� t ".:rte' /' ' .........._._......, _„ ix �!. `y ✓• {e/ ri`T C " `�. ;l :k ~�Y, t r 1 e "ta y r. 4 t v` I , LL NOTE. This plan was prepared using site information from a�,� iIi � ��'� :i\y:iV,f��N��•J-�2lti„,�'_^�F�,:�. �,.,.__'!... ,t ,, :_'r ...�..l_._�. —.. ._ � �... `_�._.`/ F £ ;�, )Y,.f..._'��t:,.;M._s = . it , , , 5tt � � ��•�-,`st7_.;,�.•i{t4:t ,.-�.�ij� `�...�-.��r�z:.:`-,-��, � .7�•e4l ;lwj,`\ _;.i ,'.l.; a plan ZZ W _._ ,,28!v :^ Mass. dated May 13, 1999 and prepared by Schofield Brothers �GLE entitled ALTA ACSM Land Title Suryey Plan 0f Land In Salem, fWEXISTUSlLL ^ 43'o•ORNAMENTA . t; 36. Of New England, Inc. and a site visit conducted by Carter &C / T Burgess in July, 2002. This plan is intended to reflect current parking conditions. DRAWING .,, ) €€ JI( :. .I r- f . _. .. .. t so.a^,_ i� 5• F• ............ rr R=445.0 1 _ . , ._._. �. . �., • UBLIC _.._. .:. NOT FOR CONSTRUCTION MIM E P=1 30 0 15 30 60 ❑ ISSUED FOR REVIEW z �� ® ISSUED FOR PERMIT PROJECT N0. j ❑ISSUED FOR BID/PRICING � GRAPHIC SCALE !N FEET a ❑ ISSUED FOR CONSTRUCTION 302510 Copyright @ 2000 by Carter & Burgess, Inc. i SALEM, MA ZONING CHART ZONE DISTRICT: NEIGHBORHOOD BUSINESS (B-1), RESIDENTIAL ONE FAMILY (R-1) \ VINNIN SQUARE PLAZA REQUIRED EXISTING PROVIDED MINIMUM LOT AREA 6,000 S.F. 184,041 S.F. (4.225 ACRES) 184,041 S.F. (4.225 ACRES) _v E 7 \. \ MINIMUM LOT WIDTH 60 FT. >60' >60' ` MAXIMUM BUILDING COVERAGE 40 % 26% 26% \, ` \ •-. \ MAXIMUM BUILDING HEIGHT 30 FT. <30' <30' MINIMUM FRONT YARD SETBACK 15 FT. 41 .6 FT, 41 .6 FT. MINIMUM SIDE YARD SETBACK 10 FT. 28.0 FT. 28.0 FT. 1 I \.. ,� \ �• MINIMUM REAR YARD SETBACK 30 FT. 10.2 FT. 10.2 FT. o MAXIMUM FENCE HEIGHT 10 FT. <10 FT. <10 FT. PARKING CHART 'Ilk N/F REQUIRED EXISTING\ PROVIDED C> \ \ ARRIGO \ o 14546/539 • : \ \ \ STALL SIZE 9 WIDE x 19 LONG VARIES VARIES AISLES 24 FT. MIN. 24 FT. MIN. 24 FT. MIN. ��L�` \\\ \: PARKING SPACES (1) 258 SPACES 258 SPACES 258 SPACIES <\ LOADING SPACE REQUIRED N/A N/A N/A r. (11) AS PER VARIANCE GRANTED IN APRIL OF 1993 EXISTING NON—CONFORMING \> SHERLO REALITY CO., INC. o \ \ y 01p, 7866/ 58 fie, ` d Olt i 6 EXISTING SPACES RESTRIPED PREPARED FOR: / / \ / ' Cir \. \ 07 '� • �'�. � : `?Q� // ` \ ```•,,y "\ ,..,.. 123-�R _ .. .. •".. `� J, CO 25.47' �t ;11i K' �d r5 m p mss\ 5 / ` : w c� COL rC� / ti �(V / r ♦ ,moo~� QC'°y CI) ' Q ° t \ A0-1 8 NEW SPACES 6 w / 0 I w ~` • G ' FT) • cO - ----- ? r TEDI i1 c».`;:.i..l !.'.( I v i U to CO C. PAD r / I W/ RAMS. .......... -•._.. it j' �. / / Cry 19 % '" \. � l ... CONC.DOCK I� r-., ......... 5 t PREPARED BY: I €:----- INSTALL NE ; �� I ; He SIGN Fob' •=- _ Gy O I ...._.NE�._..ADA SPACE_ °`j oo '� 6 �cA 't o N/F __. In ; s / }I 1 y OOD FEN qp �� �` I TEDESCO POND CONDOMINIUM °' o 9063/394, 9229.262, ETC. 0 0 _! �.. ....._... .., - -: .......... `f � W/ GATE �; 1 L o {� Q .............._._........ k 9 K I N N 33 ` i i it Zi? 7 E ;....,.::5' '..•,,:,'... � cl • / ......__.._......... Q� `P 04 x Uj LL RESTRIPE TO , : I �l ' 0 � � ,' ! �. � ,, � I oa 11 CONFORM TO A.I�A »_... ; _. -� ��FF 1 \` t a 'o ............. iY. _ __._REQUIREMENTS i1 3 `� ;, XISTIIG �QUBLE �O ;'' / �. . . -- `� c� W. _.._.. _ .... » --------- HTI — ..... ORNAMAL;�LIG NG \ �l�,Q \4 s a_ ; - . . t „�~� �� u~i ° t _ , II ? / �• V` APP !RNR ~ �~ _ - C Q LL 6'1.3" 'R- r coon coxo�n ` I .J `� c ........ T FOUND FLUS CJ 4 `_ ; .._.......... r + r)1 Q %t U 0. tV U co , = 1..3 • _ ..-................_...... „. .... ? \ \vi^ lJ/ "j ' r. • �i '� ,V F V t.. '' — ....._......... ._....:.......,...._ h•• i � •;, \ \�"�" �J"..;•-"'•: `-` 1 ' • /J ` .,.�'�i-'" '. Y ;+ .`t } DESIGNED BY: C.M.K. _.__. ... I @1 _ <� \ C OF ;' moo, %f / •,A�`y;I1S ;' € I ___. _.._.......I.._.._._.... ....._.... .- -_-- � .»___»........... M..•- :\�.- :,'�:'``.iC•,�.• DRAWN BY: C.M.K.. _............... jCHECKED 8Y:-7,EXISTING �y � D.R.B................... PEDESTRIAN 2 SCALE: 1p=30, 1 _.w._............... _....• __._. __ .i._..__ _..._.._... \ CROSSWALK l '\ DATE: s 1 __: ............_ `'s` TYP. \ Y` , / - "<' ; APPROXIMATE EDGE OF 08 18 2002 ( } PROPOSED ATM ��' ` �`'"" 593 �, ~ , t i. ` RESOURCE AREA / EXISTING` C�ATC�i�a 13A51N �,6 '- o'e ~~ i;DRIVE THRU 3i � 5 t................__... `� r"\ \ REMAI - INS f �` HAY, 't. r._•Y14'...; __._ . .. T I � — a01 F FI LT DUR'1NG/`I `ONS;'RUC/TION�' ~.;~> �, f v ol ................_ ._ _...... .. ( R A/D k{" i `� `; od I _..~ .............».._ 1 \ _ ,' _ [-115_ . 'CSI BAS N f s m M.._.......... .. EXISTING , - i '~ t1 w I 1Y r f '\ :1 EXISTING POLE ............_....-....... M _ MOUNTED LIGHT ...............______..,... --«--_'^__., -•-0- ..._......_.,.,........... `..•••-•". —A Cy _........ (TYP.) S� % , � ca Z a 3 , ................ ------ : , .jam,,,.. � } r� ... ••• a Lu ` y��� / t ""•.,:;;•.,, .fit•• � i: � ,'� �1 t t ,,�• ~ i w,` ,• � : T CSO~ NOT BLOCK ; fA x .;V-.+ i _��' r.rhe od - --" � � .. .......... INTERSECTIO O � � "";�., 6 f \`.....,..,,_. ... .._M..._.�f�...-.. .............o.......,. �' ...q........ C...:....�• � � —} Y' y.-l�!~•~i�.-•,•' � r^"„ •c� 01' 414, � �!+ t �"r, 4`'� ,' » '. �a,..•.,.w.a`.^.. ................... #� p'~ z'._ _ .,.I• f•i. ._... +i 1} ;`Y X �^" „w'»': „• 'r' w ��,� } yfi L..: 1 4 .. .- ii jii j;; 1 €�r`;;r:..k; �, 9Cy m m .�. :4 a� i i:�,../ o THOMAS G Z Lx EXI TINV IIV «-•.• `" ^^ µa;' 4it'� }� t it i` �,� i""�`� i^ WW ro � S �LE i1 � MINOTT! �'__ r ~� wr.~... > ORNAMENTP�I. LIG #TING'... s ;, 'ttlt;�i Li ;i; t36�43+��4C" 1: ~� � ~ w olcicco y tel' q� q Y' ii,, /�t j —r N7 .9SE §41 0 }I ":�i wM � Z N0.2923807 :4 t• : j : i,.. .•,.•~-.__, ft ~ �, l�f OFFS 3:.~~ _ oa- OGNA4 � DRAWING NO. 50. iI 4JA 1rqV wlao m oc NOT FOR CONSTRUCTION P P=l l [:1 ISSUED FOR REVIEW 4) 30 0 15 30 60 3 ISSUED FOR PERMIT PROJECT NO. El a� z GRAPHIC SCALE IN FEET ISSUED FOR 81D/PRICING ❑ ISSUED FOR CONSTRUCTION 302510 Copyright © 2000 by Carter & Burgess, Inc. II W fg& ................... .. ................... Ile, lb X 15 tP 00 (3) p'\ 1 x 4111 Kxn 4 5 3 X C/'0;N ............ 0 C,K JA .......... ........... .............. ........... ....... Uj 4 ........... -v v 6)t�c T _P ......... ------- :X ,r{^ _A*�p DOCK ................ _5� V,1E' rk N . ............ :MNU: . .... ........ .............. :U: +/........ IT,\ ki 25'................................ ..... XV11 INGRESSACCRESS t;0 EA SEMEN T I'vo r J f \/ = ' f F `. r .�.�»......................... / tx \ ''\ l ` °•tY 4, . f \ / Ji 3;�f/ PREPARED FOR: _--d TIE 7- 0' x A- W61 x INGRESS/EGRESS EASEMENT /,0 W OD x 56' — — — — — — — — — — — — W .......... F_ X, _A ok ........... `-w " C;.", t mak.'v S z z to < 0 t/ W OD PROPOSED STE9 HAYBALE FILTER 11 lip BOLLARDS (Iryr.)/ i- Co U) W Cj 1\101 < W DURIING CONSTRUCTIO 'A LIJ N-, IN e, A "A. Lo A 0 00 L0 if PROPOSED DRIVE-THRUI R1-1 Cr < ATM FEATURE 103.6""' " AYI N 1 or.8 N, A X x PREPARED BY: K 1 63.8 103.6 25' x Ar < ............................ V ............. . � Q ................................ OSE -ON .............; _­& PROP DIVIDE�,,.,<A ky C\j 14 LAN :E .......................... Ar. O a C\1 p E C� A ............................ 64 Vl _L I 4' R. Z- Z 4) .5 j h ca o ell. 00 C Cc, x 0)w < 401-53' , 0) w < LL x--EE 2 C A.`:,- A Isp 0 Iry u) OW 0, C.) ND, �&K 104-7 (j) 4 1, CC < CO ............. X, ...............X MA................ .......... �h W ........ . .............. Cu C) < . .......... C'.., 'IN A/ 0 C', w U c4 C.V Z ff In X, ............... uV DESIGNED BY: -A ........ (Awl................ DRB DRAWN BY: A, ,5= 3.j6p, V 11 JBG _ c CHECKED BY: DRB SCALE: 1)P=2of N N ...... DATE: N A\ -4, ; ; A 'K, X 08/12/2002 j 11_11iT >,O _1011 % LU N uj 1A A Ot z A v < > Lu uj NOT FOR CONSTRUCTION 2 O CL Co ISSUED FOR REVIEW 4,; A ISSUED FOR PERMIT C) Lu ISSUED FOR BID/PRICING Lu Z J [:]ISSUED FOR CONSTRUCTION CO LL. > co SEAL DRAWING NO. �k. A,�) 1; OF THOMAS MIN -4 I DIGOCmi A 1�No.29 0 4+: 20 0 10 20 40 0 /S CL /� ����G NAt r PROJECT NO, Q , / / GRAPHIC SCALE IN FEET 302510 Copyright @) 2000 by Carter & Burgess, Inc. IL ctn1983 ATT4 Sec�nr 1 (C4^45(af)Iv, II o 0 . M PUT SIGN WHERE INDICATED ON PLAN 's or 1" DIA. 0 0 0 o 0 DRAIN INLET i d.: FRAME AND GRATE '-�—3'-1" 0 0 STEEL PIPE FILLED WITH CONCRETE. PAINT WITH YELLOW - REFLECTIVE TRAFFIC PAINT (SEE SPECS) USE 6" DIA. UNLESS OTHERWISE NOTED M o 0 CI 'rte 3000 P.S.I. --w-23" ..� j o� CONCRETE DIVIDER ISLAND 23 20 0 0 0 0 o cfl a 0 �-- 1" MINUS PROCESSED GRAVEL s HAY BALES STAKED WITH _ f_ _ _ 2 STAKES PER BALE .p ' I�fi[� .G •'• I���' ' 24" DIA. CONCRETE PIER \, � II I I d a �- CONCRETE STRENGTH TO NOTES: BE 3000 PSI 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING I; _ THE ADJACENT BALES. I— PAINTED WHITE 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR s .o SYMBOL RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH �I I I-1 I III I BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE z M BALES TOGETHER. a 3. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 0 7 TYPICAL GUARD POST WITH SIGN DETAIL q- TYPICAL PAINTED TURNING ARROW DETAIL TYPICAL HAYBALE FILTER DETAIL W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. N SIGN-005 10-16-95 PVMRK-005 10-16-95 EROSION--006 10-16-95 0 PREPARED FOR: ~ co W CO W 1" TOP COURSE 3'-6 1&1/2"-2" BINDER PROPOSED PRECAST CONC. CURBING r COURSE AS REQ'D. } z Z LO EXISTING BROOM FINISH WITH 8° WIDE PAINTED Q � PAINTED WHITE PAINTED LETTERS W 0 PAVEMENTSCORE LINES 4' O.C. WHITE STRIPE � EXISTING PAVEMENT YELLOW C? 2'-0" TO BE REMOVED SYMBOL (MAX.) Q W � W = 6" REVEAL - �`► U � 6 - 3,000 PSI CONCRETE I � t � 0 � SAW CUT L �+ =� 1 MINUS PROCESSED GRAVEL APPROXIMATE 3" EXCAVATION PREPARED BY: LIMITS ro CRUSHED STONE FOUNDATION r v 7'-9" * JOINT TO BE COATED WITH EMULSIFIED o ASPHALT TACK COATPRIOR TO PATCHING _ e�� QC to 0 E r N � � N N C C r C+ N 4 .> r C N x O Q lj < U 8 TYPICAL CURB INSTALLATION IN EXISTING PAVED AREAS DETAIL 5 TYPICAL PAINTED HANDICAP SYMBO .LETAIL 2 TYPICAL PAINTED "STOP" DETAIL w N SCALE: N.T.S. - SCALE: N.T.S. SCALE: N.T.S. r o CURB-008 10-16-95 PVMRK-007 10-16-95 PVMRK-002 10-16-95 I!!�t s ¢m N V C c W N (h Q .-- Ua NUco DESIGNED BY: DRB t DRAWN BY: JBG CHECKED BY: DRB non 19' SCALE: N.T.S. j WHITE DATE: 08/16/2002 PAINTED ARROW N HANDICAP CL B ONLY SIGN FACE OF CURB f W O U4" WIDE PAINTED w 0 0<o 1 Lr W YELLOW STRIPE .I "� = W 00 C Q 4„ o Z OC o DOUBLE 4" WIDE PAINTED Z I .... `o ��O•, �'' WHITE STRIPES to N 1LLJ h NOT FOR CONSTRUCTION W Z Q a /. ❑ISSUED FOR REVIEW m CO NOTE: FOR LLEXACT NUMBER �-:• z i AHANDICOAP�SPACES ®ISSUED FOR PERMIT W W W SEE DRAWING PP-1 ❑ISSUED FOR BID/PRICING � � i ❑ISSUED FOR CONSTRUCTION W > � 9 TYPICAL DOUBLE STRIPING WMANDICAP SPACES 6 TYPICAL DOUBLE STRIPING DETAIL 3 TYPICAL PAINTED ARROW DETAIL SEAL , DRAWING NO. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �P�=',�;�r�°�s PVMRK-019 09-18-97 PVMRK-015 10-16-95 PVMRK-004 10-16--95 �� �IltaoT'Ti TI-►oMns i m nicicco y .o ,A No.29238 O C=2 X57 \> CL PROJECT N0. 0 302510 Copyright ©2000 by Carter & Burgess, Inc.