The URL can be used to link to this page

SPR Approved Plans Approved Plans o0 5 � SITE REDEVELOPMENT PLANS FOR 0 R1EDEVE1=0PM1 . NT L FE STO E o r 435 HIGHLAND AVENUE SALEM , MA oho m 0 P� 0 C�'qR� ST Locus 0- LIST OF DRAWINGS Q� DRAWING TITLE SHEET NO. ISSUED REVISED COVER SHEET 06-25-2019 10-30-2019 4. ABBREVIATIONS & NOTES -001 &C-002 06-25-2019 09-12-2019 € X e EXISTING CONDITIONS PLAN EX I 06-25-20I9 i J HIGHLAND AVENUE `s SITE PREPARATION PLAN G 101 06-25-2019 10-30-2019 Locus MAP 4 �jr— �* LAYOUT& MATERIALS PLAN G 102 06-25-2019 09-12-2019 (NOT TO SCALE) . � ;� ; __ 'r _ - _ ry _ _ _ _._. _ i.__ _..____ __ __......._..___ _ ...�............_...._ ...... GRADING & DRAINAGE PLAN G I03 06-25-20 19 09-I2-20I 9 r _ _- _ . - - -- _ . x . - _ r UTILITIES PLAN G 104 06-25-2019 10-30-2019 `' EROSION CONTROL PLAN G 105 06-25-20 19 09—12-20 19 . {? �� .;-.o .�..« �-►. ., 9 �,�{ OWNER APPLI CANT. =—-—M= SITE SECTIONS PLAN C-106 09-12-2019 - _ �� 141 LIFE STORAGE LP - - - - � �� LIGHTING PLANS I &2 07 3 12019 6467 MAIN STREET i 11 t _ LIGHTING DETAILS/SPECS 3 &4 09-12-2019 ti � i 3-STORK I 1 3E I ;rt X � � ,-""_XUFE STORAGE F/40LtTY WI LLIAM SVI LLE, NY 14221 ,i f �' F: „� �, LANDSCAPE PLAN L-1 o I 06-25-20 19 I o-09-2o 19 ROSS S 716-650-6012 ,Y ti w. -1 7- -] ,rr !j li j€43s x LANDSCAPE P - - - - 2019 _ LAN L-102 06 25 2019 09 12 t _ 1, t 1 j iJ 1 �'� � ��..,�wa x u._ ,....}_• ...,. .�..,.,� �, / 1t_ x I r Ir11A, SITE ENGINEER/LANDSCAPE ARCHITECT: DETAILS G501 06-25-2019 09-12-2019 x DETAILS G502 06-25-20 19 09-12-20 19 ALLEN & MAJOR ASSOCIATES, INC. ; o a 100 COMMERCE WAY1 WOBURN, MA 01801 _ _ __ DETAILS G503 06-25-20 19 I 0-3 2019 GC1 S� ,j GC3 �� . DETAILS G504 06-25-2019 10-30-2019 - ` . C4 781-935-6889f L DETAILS C-505 06-25-2019 10-30-2019 C5 ARCHITECTURAL ELEVATIONS & FLOOR PLANS — 04-09-2019 08-28-2019 l4EiLA LINE GC 910 SURVEYOR: ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY WOBURN, MA 01801 jjA O CARLTON M. " . 781-935-6889 QUINN CIVIL cn No.49923 �F c/ PREPARED BY: PR ES AL N<NEER FOR ALLEN & MAJOR ASSOCIATES, INC. ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environ mental con a 1slltingm* land osrape architecture ISSUED FOR SITE PLAN REVIEW & NOI: JUNE 25, 2019 100 COMMERCE WAY WOBURN MA 01801-8501 REVISED PER CITY COMMENTS: SEPTEMBER 12, 2019 TEL: (781) 935-6889 FAX: (781) 935-2896 R WOBURN, MA ♦ LAgEVILLE, MA ♦ MANCHESTER, NH EVISED PER CITY COMMENTS : OCTOBER N:\PROJECTS\2570-01\CIVIL\DRAWINGS\CURRENT\C-2570—01_COVER.DWG ...................... . ........ ................................................................. ........ ................................................................. ............................................................................................................................................................ . ........ ........ . . .. .. .. .. . . . ...... NOTES A BBREVIATIONS GENERAL NOTES: GENERAL CONTRACTOR AT GROUNDBREAKING. COORDINATE WITH THE PROPER AGENCY THE LOCATION AND SCHEDULING ABAN ABANDON L LENGTH LB LEACHING BASIN OF CONNECTIONS WITH THEIR FACILITIES. ADJ ADJUST LP LIGHT POLE 1. FOR EXISTING CONDITIONS SURVEY, SEE PLAN ENTITLED EXISTING 28. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. B BORING THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED CONDITIONS" AS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. THE ON BC BOTTOM OF CURB MAT MATERIAL THE GROUND SURVEY WAS PERFORMED ON OR BETWEEN OCTOBER 24 AND LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE BIT BITUMINOUS MAX MAXIMUM NOVEMBER 1, 2018. COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE BCB BITUMINOUS CONCRETE BERM' MH MANHOLE NOTICE OF WHEN- THE GAS LINE CAN BE INSTALLED. INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION. BLDG BUILDING MIN MINIMUM 2. ZONING DISTRICT IS BUSINESS HIGHWAY -(82). MISC MISCELLANEOUS 29. EXISTING & PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND 5. ABANDONED EXISTING UTILITIES. AND UTILITIES TO BE ABANDONED SHALL BM BENCH MARK CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL 13E EITHER BE ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND BOS BOTTOM OF SLOPE MTD MOUNTED 3. OVERALL LOT SIZE: 79,692± S.F. MW MONITORING WELL COORDINATED AND SCHEDULED' WITH THE APPROPRIATE UTILITY COMPANY DISPOSED OF AS SPECIFIED. ALL UTILITIES SCHEDULED FOR BOW BOTTOM OF WALL 4. DURING CONSTRUCTION, ALL VEHICLES MUST BE PARKED ON SITE. SERVICING. THE PROJECT SITE. ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE BIRK BRICK CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN ABANDONED BV&B BUTTERFLY VALVE & BOX N NORTH 5. DURING CONSTRUCTION, ALL STAGING AND DELIVERIES WILL OCCUR ON 30. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING UTILITIES ARE TO BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF THE BVW BORDERING VEGETATED WETLAND NIC NOT IN CONTRACT SITE. ANY EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. . CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION NO NUMBER CONTRACTOR SHALL .VERIFY THAT BASED ON EXACT LOCATION OF EXISTING BOXES AND SIMILAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW CATV CABLE TELEVISION NTS NOT TO SCALE UTILITIES, THERE ARE NO CONFLICTS BETWEEN THE EXISTING AND THE FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SLABS OF 6. EXTERIOR CONSTRUCTION ACTIVITIES ON THE SITE SHALL NOT 'COMMENCE CS CATCH BASIN OC ON CENTER PRIOR TO 7:00 A.M. -AND SHALL CEASE NO LATER THAT 6:00 P.M. MONDAY PROPOSED U-nLITIES/DRAJNAGE STRUCTURES. MANHOLES AND SIMILAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND CIF CUBIC FEET OD OUTSIDE DIAMETER THROUGH FRIDAY, 8:00 A.M. TO 6:00 P.M. SATURDAY AND NOT AT ALL ON COMPACT EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITATES, CFS CUBIC FEET PER SECOND OHW OVERHEAD WIRE SUNDAYS. IF HOURS ARE MORE STRINGENT PER THE LOCAL PERMIT 31. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY AS REQUIRED TO RESTORE THE ORIGINAL GRADE. CI CAST IRON (PIPE) OVHD OVERHEAD REQUIREMENTS, THESE ARE TO BE FOLLOWED. THIS DOES NOT INCLUDE ALL GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT CIL CENTERLINE Ow OBSERVATION WELL OFF SITE UTILITY WORK. IS NOT LIMITED'TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND CLDI CEMENT LINED DUCTILE IRON (PIPE) GAS, AND ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR ADJUSTMENTS OF NATURAL GAS,. ELECTRIC, TELEPHONE AND ANY OTHER CM CONSTRUCTION MANAGER PC POINT OF CURVATURE 7. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER AND CITY COUNCIL. UTILITY BY THE UTILITY OWNER. CMP CORRUGATED METAL PIPE PCC PRECAST CONCRETE CURB PRIVATE, NATURAL GAS, TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: Co CLEAN OUT PI POINT OF INTERSECTION LINES WILL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. - 32. DURING EXCAVATION, ANY EXISTING' EARTH CUT MATERIALS THAT DO NOT CONC CONCRETE PKG PARKING SEWER PVC (POLYVINYL CHLORIDE), SDR 35 (UNLESS PL PROPERTY LINE MEET THE "ORDINARY FILL" SPECIFICATIONS OR "LOAM" SPECIFICATIONS AND CONST CONSTRUCTION 8.' THE .CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT OTHERWISE SPECIFIED ON PLAN) CONT CONTRACTOR PLMB PLUMBING ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE NO ADDITIONAL COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET DRAIN - DUAL WALL HDPE (HIGH DENSITY CORRUGATED CRP COORDINATE POC POINT ON CURVATURE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE THE SPECIFICATION INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION POLYETHYLENE PIPE WITH SMOOTH INNER WALL), ASTM D2321 (UNLESS CPP CORRUGATED POLYETHYLENE PIPE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT DEBRIS, AND 'MISC. MATERIAL PRIOR TO REUSE, CONTRACTOR TO PROVIDE OTHERWISE SPECIFIED ON PLAN) CUL CULVERT PROP, P PROPOSED TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL TESTING REPORT OF SIEVE ANALYSIS TO ENGINEER FOR APPROVAL. WATER C.L.D.I. (CEMENT LINED CY CUBIC YARD PT POINT (OR POINT OF TANGENT) UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS PVC POLYVINYL CHLORIDE (PIPE) FIELD .BY THE CONTRACTOR PRIOR TO THE START 'OF CONSTRUCTION. THE NECESSARY AT NO ADDITIONAL COST TO OWNER. AFTER AMENDING, IF 8. REFER TO SITE 'PREPARATION PLAN FOR EXISTING DRAINAGE STRUCTURES DB DISTRIBUTION BOX CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS, IT IS TO BE TO BE REMOVED AND UTILITY- ABANDONMENT. DBL DOUBLE GOVERNING PERMITTING AUTHORITY, AND -DIGSAFE* AT LEAST 72 HOURS REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND IN R&R REMOVE & RESET/REPLACE PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND 9. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH DEM DEMOLISH R&S REMOVE & STACK UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY REGULATIONS.- THE LOCAL MUNICIPALITY FOR THE APPROPRIATE PERMIT AND INSPECTION DIET DETENTION RCP REINFORCED CONCRETE PIPE UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND FEES. DI DUCTILE IRON (PIPE) RD ROAD (OR ROOF DRAIN) APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE 33. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION DIA DIAMETER RED REDUCER WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TO THE APPROPRIATE MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED 10. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY DIM DIMENSION RELOC RELOCATE RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED TO THE ZONING BOARD OF APPEALS AND CITY COUNCIL. ALL PROPOSED MEANS OF FLEXIBLE JOINTS. DMH DRAIN MANHOLE REM REMOVE IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. SIGNAGE MUST MEET. THE REQUIREMENTS OF THE LOCAL ZONING CODE. DW DOMESTIC WATER (OR DRY WELL) RET RETAIN, RETAINING OR RETENTION 11. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED DWG DRAWING ROW RIGHT OF WAY RR RAILROAD 9. ALL PROPOSED MAIN BUILDING ENTRANCES AND, WALKS SHALL BE GRADING & DRAINAGE NOTES: DYCL DOUBLE YELLOW CENTERLINE , OF BETWEEN WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM RWL RAIN WATER LEADER HANDICAP ACCESSIBLE PER FEDERAL ADA & MA AAB REGULATIONS. DRAINS. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 RWY ROADWAY CARLTON M. 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE FEET TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A SEPARATE EHH ELECTRIC HANDHOLE QUINN 10. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. TRENCH AND THE DIFFERENCE IN ELEVATION BETWEEN 'THE WATER MAIN EL ELEVATION SD SUBDRAIN CIVIL ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR AND THE SEWER MAIN SHALL BE AT LEAST 18 INCHES. ELEC ELECTRIC SF SQUARE FEET N 923 CONSTRUCTION. 2. THE ARCHITECTURAL PLANS SHALL .BE REFERRED TO IN ORDER TO EMH ELECTRIC MANHOLE SGC SLOPED GRANITE CURB DETERMINE THE EXACT. LOCATIONS OF DOORS, ROOF DRAIN LATERALS AND 12. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE EOP EDGE OF PAVEMENT SMH SEWER MANHOLE 11. ANY DAMAGE TO PRIVATE OR' PUBLIC PROPERTIES DUE TO THE PRECISE BUILDING DIMENSIONS. INSTALLATION OF PROPOSED UTILITIES. FOR EDGE OF ROAD SIP . STANDPIPE CONTRACTOR'S' ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE EOW EDGE OF WETLANDS SPEC SPECIFICATION -f CONTRACTOR AT THEIR OWN EXPENSE. 3. ALL GRADING OPERATIONS SHALL 13E COORDINATED WITH THE APPROPRIATE 13. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 ETC ELECTRIC, TELEPHONE, CABLE STA- STATION PROF SSIOVkL7 NGI NtM!�r FOR UTILITY' COMPANIES. STC STORMCEPTOR ALLEN & MAJOR ASSOCIATES, INC. HOURS BEFORE CONNECTING TO ANY EXISTING LINE. EXIST EXISTING STD STANDARD 12. ALL PROPERTY MARKERS AND STREET LINE -MONUMENTS SHALL BE EXT EXTERIOR STRTL STRUCTURAL PROPERLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH 14. MINIMUM TRENCH WIDTH SHALL. BE 2 FEET. SWEL SOLID WHITE EDGE LINE ITEMS SHALL BE REPAIRED AND RESTORED BY A-SURVEYOR REGISTERED IN THE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP SW SIDEWALK THE STATE OF MASSACHUSETTS AT THE 'CONTRACTOR'S EXPENSE. ELEVATIONS OF MANHOLES SHALL MATCH FINISH GRADE.- FA FIRE ALARM SWLL SOLID WHITE LANE LINE 15. AL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING FCC FLUSH CONCRETE CURB AT BENDS. FES FLARED END SECTION SYCL SOLID YELLOW CENTERLINE 13. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS FIFE FINISH FLOOR ELEVATION AVAILABLE AT THE CONSTRUCTION SITE. SOON AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE - 16. * CONTRACTOR SHALL MAINTAIN A' MINIMUM OF 5'-0" COVER AND A MAXIMUM AREA. FLNP FIRE LANE NO PARKING TB TEST BORING 2 2019-09-12 REVISED PER CITY COMMENTS FPS FEET PER SECOND TC TOP OF CURB 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A. PRE-CONSTRUCTION OF 8'-0" COVER ON ALL WATERLINES. MEETING THE WITH THE APPROPRIATE CITY- DEPARTMENTS, THE 6. TEMPORARY TUBULAR BARRIER PROTECTION AND/OR SILT SACKS SHAH BE FS FIRE SERVICE TD TRENCH DRAIN 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 17. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY APPROPRIATE UTILITY COMPANIES, THE. OWNER'AND' OWNER'S INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING FT FOOT/FEET TEL, T TELEPHONE REV DATE DESCRIPTION - REPRESENTATIVE. THE MEETING- SHALL TAKE PLACE PRIOR TO THE START. CONSTRUCTION, TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING LINES, STORM LINES AND GAS' LINES (EXISTING AND PROPOSED), THE TMH TELEPHONE MANHOLE OF CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS THE DRAINAGE SYSTEM. SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT GC GENERAL CONTRACTOR TOS TOP OF SLOPE APPLICANT\OWNER: NOTICE TO ALL ATTENDEES PRIOR TO THE START OF THE MEETING. LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL GEN GENERAL TOW TOP OF WALL LIFE STORAGE 7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS GG GAS GATE TP TEST PIT INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE BETWEEN THE GR GUIDE RAIL TS&V- TAPPING SLEEVE & VALVE 6467 MAIN STREET 15. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN . PER DEMOLITION PLAN. PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" VERTICAL GRAN GRANITE TYP TYPICAL WILLIAMSVILLE, NY 14221 SHALL BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC CONTROLS SHALL BE IMPLEMENTED AND OPERATED 'ACCORDING TO THE CLEARANCE AND MEETING 10' HORIZONTAL CLEARANCE CANNOT BE MET, GV GATE VALVE LID UNDERDRAIN MASS DEPARTMENT OF TRANSPORTATION, THE MANUAL ON UNIFORM TRAFFIC 8. ALL 'CATCH BASINS, MANHOLES, DETENTION SYSTEMS, AND WATER QUALITY THE WATER MUST BE ENCASED IN CONCRETE. GV&B GATE VALVE & BOX UL UNDERWRITERS LABORATORY CONTROL. DEVICES (MUTCD) AND THE LOCAL AUTHORITY. STRUCTURES ARE TO BE CLEANED TO REMOVE ALL CONSTRUCTION SILT GW GROUND WATER UP UTILITY POLE AND DEBRIS- PRIOR TO FINAL APPROVAL. 18. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY LIFE STORAGE 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK 9. IF ANY .EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING COMPRESSION STRENGTH OF 3000 P.S.I. HCR HANDICAP RAMP VCP VITRIFIED CLAY PIPE REDEVELOPMENT INFORMATION IF REQUIRED. THE CONTRACTOR IS' RESPONSIBLE FOR CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 19. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS HOR HORIZONTAL VERT VERTICAL LOCATING AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS HT HEIGHT VGC VERTICAL GRANITE CURB NECESSARY TO RELOCATE A BENCHMARK, IT SHALL"BE RELOCATED BY A REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND HW HEADWALL 435 HIGHLAND AVENUE MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE RETURN IT TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. INSTALLATION OF THE WATER, SEWER, GAS AND ELECTRICAL AND HWY HIGHWAY WD WOOD SALEM, MA CONTRACTOR'S EXPENSE. TELECOMMUNICATIONS LINES. HYD HYDRANT WG WATER GATE 10. ALL STORM PIPES ENTERING STRUCTURES SHALL BE GROUTED TO ENSURE WM WATER MAIN 17. ALL BUILDING 'DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE CONNECTION AT STRUCTURE IS WATERTIGHT. 20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ID INSIDE DIAMETER WMH WATER MANHOLE PROJECT NO. 2570-01 DATE: 06/25/2019 BUILDING. AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO IN INCHES WSO WATER SHUTOFF Q) 11. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & ANNOUNCED. BUILDING POSSESSION AND THE FINAL CONNECTION OF INCL INCLUDE COVERS & SHALL BE LABELED "DRAIN". SERVICE. SCALE: NONE DWG.NAME: C-2570-01 18. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. INST INSTALLED 12. THE CON.TRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS 21. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY INV, I.E. INVERT, INVERT ELEVATION DESIGNED BY: SJL/BES CHECKED BY. CMQ 19. ALL PARKING LOT AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF CURB AND 'INDICATE EDGE OF PAVEMENT. OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER SIZED GATE, BOX, AND TEE FITTINGS. PREPARED BY: DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ALL. WATER MAIN .APPURTENANCES, MATERIALS, METHODS OF INSTALLATION 2 .20. CONSTRUCTION' DURING WET WEATHER OR WINTER CONDITIONS IS- TO BE 13. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TESTING REQUIREMENTS SHALL MEET OR EXCEED THE LOCAL ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS FOR ALL NATURAL AND PAVED AREAS. MUNICIPALITY REQUIREMENTS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'AT NO ADDITIONAL COST. 14. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES STEEPER' 23. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN 21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY THAN 3H:IV. ' ACCORDANCE WITH ALL LOCAL MUNICIPAL STANDARDS AND REQUIREMENTS. 24. CONTRACTION SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION INCLUDING BUT NOT LIMITED o PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK TO DEMOLITION. - 15. ALL DRAINAGE. SYSTEM COMPONENTS SHALL CONFORM TO LOCAL . WITH THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY ALLEN & MAJOR REQUIREMENTS. THE LOCAL MUNICIPALITY. LO 22. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. 25. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE ASSOCIATES, INC. CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND civil & structural engineering * land surveying MUST BE.DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, UTIMY NOTES: DRAWINGS. IF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING environmental consulting *landscape architecture OR BACKFILL MATERIAL, THEN THE MORE STRINGENT SHALL APPLY. STATE, AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. www . aIIcnmajor . com 1. THE LATEST STANDARDS OF THE LOCAL. MUNICIPALITY SHALL BE FOLLOWED 100 COMMERCE WAY, SUITE 5 WHEN INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH 26. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. 23. ALL DISTURBED AREAS NOT NOTED TO 'RECEIVE OTHER TREATMENT ARE TO WOBURN MA 01801 SEWER AND STORM DRAIN WORK WILL BE INSPECTED BY THE LOCAL RECEIVE- SIX INCHES. (6-) MINIMUM OF TOPSOIL & SEED, AND BE TEL: (781) 935-6889 GOVERNING AUTHORITY PERSONNEL AND ALL COSTS SHALL BE THE U MAINTAINED UNTIL 'ESTABLISHED & ACCEPTED. RESPONSIBILITY OF THE CONTRACTOR. FAX: (781) 935-2896 24. EXISTING STRUCTURES WITHIN 'CONSTRUCTION LIMITS ARE TO BE WOBURN, MA * LAKEVILLE, MA + MANCHESTER, NH PROTECTED, ABANDONED, REMOVED OR RELOCATED' AS -NECESSARY. 2. THE LATEST STANDARDS OF THE LOCAL MUNICIPALITY SHALL BE FOLLOWED WHEN INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT, Q, INSPECTED BY THE LOCAL GOVERNING AUTHORITY PERSONNEL AND ALL CLIENT/CLIENT`S REPRESENTATIVE OR CONSULTANT MAY BE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING COSTS SHALL INCLUDE PRESSURE TESTING, DISINFECTING, AND� FLUSHING MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC _11 BUT NOT LIMITED TO, ALL' UTILITIES, 'STORM 'DRAINAGE, SIGNS, & POLES, OF LINES. INSPECTION COSTS SHALL BE THE RESPONSIBILITY OF THE (3 ETC. AS REQUIRED. ALL WORK SHALL BE. IN ACCORDANCE- WITH THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION rah APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE LOCAL MUNICIPALITY'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING TAPS AS MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR Q� OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL BE APPROVED BY SAME. DIRECTED BY THE CITY. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND 26. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO 3. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL & PLUMBING DRAWINGS- SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF DETERMINE EXACT POINT OF SERVICE CONNECTION AND DISCONNECTION AT AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS ALLEN&MAJOR ASSOCIATES,INci WORK PRODUCT. EXISTING UTILITY. AND UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC BEFORE YOU DIG DRAWING TITLE: . v SHEET No. w AND FIRE PROTECTION' WATER SERVICE, ELECTRIC, TELEPHONE, AND CALL 811 OR 27. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARKS SHOWN NATURAL GAS SERVICE. THE CONTRACTOR SHALL COORDINATE INSTALLATION ON THE EXISTING. CONDITIONS SITE PLAN AND MUST BE VERIFIED By THE OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND 1-888-DIG-SAFE ABBREVIATIONS & NOTES C-001 1-888-344-7233 Coppight02019 Allen&MajorAs-eWes,Inc. Ail Rion Reserved .................................. .................. .. ........................ ............... .............. ........... ................................................................. ............. .......................................................................... ............ .... . . . . ........... ERUSIO N CONTROL. NOTES EROSION & SEDIMENTATION CONTROL NOTES: EROSION & SEDIMENTATION CONTROL NOTES (9;ONTINUEW. MAINTENANCE: I EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT 'CONTROLS 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL NO LONGER REQUIRED SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD -CONDITIONS OR 'MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. (BEST EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN MANAGEMENT PRACTICES) PER THE E.P.A. 2017 -CONSTRUCTION GENERAL -PERMIT- IS ABSOLUTELY. NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MANUAL, AND MASSACHUSETTS 2003 'EROSION & SEDIMENT CONTROL GUIDELINES FOR WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: URBAN AND SUBURBAN AREAS, ANY SUCH -MODIFICATIONS FROM THE-ABOVE MANUALS SHALL BE INSTALLED -AS APPROVED BY THE ENGINEER OR THE 'LOCAL MUNICIPALITY. 19. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY TUBULAR BARRIER 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY FILTERS AND STONE CHECK DAMS UNTIL .DISTURBED- AREAS ARE PERMANENTLY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE STABILIZED. COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS PRACTICABLE 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND BUT IN NO CASE MORE THAN 14 DAYS* AFTER THE CONSTRUCTION ACTIVITY (UNLESS 20. TUBULAR BARRIER DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED OF• GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS MUNICIPALITY HAS STRICTER REQUIREMENTS 'WHICH SHALL BE FOLLOWED) IN THAT CATCH BASINS. NO SEDIMENTATION SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE NEEDED. PORTION OF THE SITE HAS TEMPORARILY OR *PERMANENTLY CEASED. TEMPORARY SYSTEMS AT -ANY TIME. EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR 3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF MULCH AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN 21. ALL EROSION CONTROL MEASURES SHALL' BE ROUTINELY INSPECTED, CLEANED AND DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE TUBULAR SEDIMENT CONTROLS PLANS. IF MULCH IS USED, STRAW -MULCH -SHALL BE APPLIED AT THE 'RATE OF 4 REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. WHEN IT REACHES HALF THE HEIGHT OF THE CONTROL MEASURE OR AS REQUESTED BALES PER 1,000 SQUARE FEET. .APPLICATION AREA. SHALL BE SUFFICIENTLY COVERED IN ADDITION, INSPECTIONS SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH BY THE OWNER OR ENGINEER. WITH MULCH TO AVOID ANY VISIBLE-- SOIL EXPOSURE'I MULCH SHALL BE KEPT MOIST TO RAINFALL EVENT. AVOID LOSS DUE TO WIND. MULCH AND NETTING SHALL-'BE APPLIED IN THE BASE OF 22 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL ALL- GRASSED WATERWAYS, IN VEGETATIVE SLOPES. WHICH 'EXCEED 157. AND DISTURBED . ALL PROPOSED SLOPES STEEPER THAN 3:1 SHAH BE STABILIZED WITH JUTE MESH PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY AREAS WITHIN 100 FEET. OF WETLANDS OR STREAMS. AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND COVER IS REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS ESTABLISHED. DEMAND. 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1 ST OF THE CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE *SEEDED WITH A WINTER 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL TUBULAR BARRIERS 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION COVER CROP AT THE RATE OF 3 LBS PER FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE TOWN ENGINEER TO . 1.,000 -SQUARE FEET. WINTER SEEDING (SUITABLE FOR PARKING AND STORAGE), THIS MAY REQUIRE PERIODIC TOP DRESSING SHALL BE. COVERED WITH EROSION *CONTROL .MESH .(MULCH AND. NETTING). HEAVY MITIGATE ANY EMERGENCY CONDITION. OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON 24. AS CONSTRUCTION DISTURBANCE IS GREATER THAN 1 ACRE, A NATIONAL POLLUTANT VEGETATED SLOPES IN EXCESS OF. 15%, AND ANY DISTURBED AREAS WITHIN 100 FEET 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OF WETLANDS OR STREAMS, MULCH AND NETTING SHALL ALSO BE -PROVIDED FOR DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT NOI, AND OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT ADDITIONAL WINTER PROTECTION. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL NEED TO BE SUBMITTED TO BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. THE EPA. THE NPDES PERMIT FOR STORM WATER DISCHARGE. & CONSTRUCTION 4. ALL TOPSOIL SHALL BE COLLECTED, -STOCKPILED, SEEDED WITH RYE AT 3LBS PER 1,000 GENERAL PERMIT NOI WILL BE REQUIRED TO BE SUBMITTED AT LEAST 14 DAYS PRIOR SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. TUBULAR BARRIERS SHALL TO COMMENCING CONSTRUCTION BY THE CONTRACTOR. CONSTRUCTION GENERAL-PERMIT NOTES AND NARRATIVE: BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. ' LOAM SHALL BE STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. .25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION GENERAL PERMIT NOI. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST OF THE SITE 5. ALL TUBULAR BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO PREPARATION PLAN TOGETHER WITH AN EXISTING CONDITIONS PLANS, GRADING PLANS, INSTALLED ACCORDING TO THE .SITE' PREPARATION-'PLAN. THESE SHALL BE MAINTAINED THE LOCAL MUNICIPALITY, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING WITHIN 3 ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHEETS. DURING DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF-WATER. ALL THE FILTER DAYS OF EACH INSPECTION. THE EROSION CONTROL PLAN WILL BE IMPLEMENTED TO: BARRIERS AND EROSION CONTROL BERMS SHALL BE' INSPECTED AFTER ANY RAINFALL 26. APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL, MA DEP, EPA OR RUNOFF EVENT, MAINTAINED AND CLEANED' UNTIL ALL AREAS HAVE AT LEAST A. TREAT EROSION AS SOON AS POSSIBLE AFTER DISTURBANCE. OF 85-90% VIGOROUS PERENNIAL COVER OF GRASSES.. CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE SITE PLAN REGULATIONS FROM THE LOCAL AND USDA SOIL 13. PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND ENTERING THE CARLTON M. 6. ADJACENT -ROADS SHALL BE PERIODICALLY SWEPT- OR WASHED-TO AVOID TRACKING MUD CONSERVATION SERVICE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. QUINN 9 RECEIVING WATERS. -4 DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS -NECESSARY (WHICH CIVIL 0 27. A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE *CONSTRUCTION AREAS N .49923 COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR 'SEDIMENTS AT-NO ADDITIONAL IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION. COST TO THE .OWNER. A WATERING TRUCK WILL BE- USED -TO PERIODICALLY SPRINKLE AND AS REQUIRED. CONSTRUCTION AREAS' IN ORDER TO KEEP THE LEVEL '.OF DUST TO A MINIMUM DURING D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. THE DRY MONTHS AT NO ADDITIONAL COST TO T.HE OWNER. 28. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS: THE DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY SIGN PROFESSIONAL ENGINEER FOR 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING. SEDIMENTS TO ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. . BOTH EXISTING AND OF INSTABILITY OR EROSION. ALL CHANNELS, SWALES, AND DITCHES DUG FOR SALEM BOARD OF HEALTH NOTES: ALLEN & MAJOR ASSOCIATES, INC. PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE. DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE .STABLE PRIOR TO USE SILT SACKS-AND/OR TUBULAR BARRIERS- AROUND EACH INLET AS NOTED ON THE DIRECTING DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT SHALL OCCUR BUCKET IS USED, IT SHALL EMPTY THE MATERIAL TO ASTABLE AREA. NO DEWATERIN 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SALEM G PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER• FINISHED AREAS 'ARE PAVED DURING PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL HEALTH AGENT OF THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PROJECT ' AND THE VEGETATED SLOPES ARE .ESTABLISHED WITH. AT LEAST 86-90 OF VIGOROUS STRUCTURE SHALL NOT EXCEED THE STRUCTURE'S CAPACITY TO SETTLE AND FILTER (SITE) MANAGER WHO WILL BE ON SITE AND DIRECTLY RESPONSIBLE FOR THE PERENNIAL GROWTH. CONSTRUCTION OF THE PROJECT. FLOW OR ITS VOLUME CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE 8. AS APPLICABLE, 'EROSION CONTROL MESH ,SHALL BE APPLIED IN ACCORDANCE WITH THE ' SEDIMENT REMOVAL STRUCTURE SHALL DRAIN TO A WELL-VEGETATED BUFFER BY 2. SHOULD A .DEP TRACKING NUMBER BE ISSUED FOR THE PROJECT UNDER THE SHEET FLOW WHILE MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND 2 20194&12 REVISED PER CITY COMMENTS PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED'ON THE DESIGN PLANS. MINIMIZING 'THE SLOPE OF THE. BUFFER AREA. THERE SHALL BE NO DIRECT. DISCHARGE MASSACHUSETTS CONTINGENCY PLAN, .THE LICENSED SrrE PROFESSIONAL RESPONSIBLE TO EXISTING WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH FOR THE PROJECT SHALL MEET MA DEP STANDARDS FOR THE PROPOSED USE, PRIOR 1 1201.9-08-161 ISSUED FOR DOT ACCESS PERMIT 9. AT A MINIMUM, ALL TUBULAR BARRIERS AND FILTER FABRIC SHALL REMAIN IN PLACE TO CONSTRUCTION. STATE,. LOCAL, AND FEDERAL REQUIREMENTS. REV DATE DESCRIPTION UNTIL SEEDINGS OR PLANTINGS HAVE BECOME 85=907. ' ESTABUSHED THE LOCAL CONSERVATION COMMISSION MUST APPROVE THE REMOVAL -OR- RELOCATION OF ANY OF 3. CONTRACTOR SHALL PROVIDE THE SALEM HEALTH AGENT WITH A COPY OF THE APPLICANT\OWNER: THE TUBULAR BARRIERS AND -FILTER FABRIC. . ONCE THE TUBULAR BARRIERS ARE 29. INMATE STABILIZATION OF EXPOSED AREAS IMMEDIATELY IF CONSTRUCTION WORK LICENSED ASBESTOS INSPECTOR'S REPORT. REMOVED THE AREAS ARE TO .BE LOAMED AND ,-SEEDED TO'-ACHIEVE FULL STABILIZATION. TEMPORARILY OR PERMANENTLY CEASES. LIFE STORAGE 30. AU_ DISCHARGES FROM POLLUTION SOURCES ARE PROHIBITED ONSITE SUCH AS FUELS, 4. CONTRACTOR SHALL SUBMIT A DEMOLITION NOTICE TO THE MA DEP, FORM BWPA06, 6467 MAIN STREET 10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE WASTEWATER FROM WASH OUT OF CONCRETE, WASTEWATER FROM CLEAN OUT OF AND MUST PROVIDE THE SALEM HEALTH AGENT WITH A COPY. WILLIAMSVILLE, NY 14221 REQUIRED .TO MAINTAIN STABILITY OF EARTHWORKS. AND FINISHED GRADED AREAS. TH E' PAINTS, FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS TO THE DRAINAGE PLAN AS APPROVED BY THE CITY CONTRACTOR, AT. HIS EXPENSE, WILL BE RESPONSIBLE. FOR PROVIDING AND INSTALLING USED' FOR MAINTENANCE OF VEHICLES AND EQUIPMENT, SOAPS- & SOLVENTS, TOXIC OR 5. THE DEVELOPER SHALL ADHERE ANY ADDITIONAL MEASURES AS SPECIFIED BY-THE OWNER. THIS INCLUDES BUT IS NOT HAZARDOUS SUBSTANCES, CHEMICALS AND OILS. IF A POLLUTANT IS DISCHARGED IT ENGINEER. PROJECT: LIMITED TO REQUESTS BY MA DEP, THE ENGINEER AND THE 'LOCAL MUNICIPALITY, AS NEEDS TO BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED LIFE STORAGE AUTHORIZED BY THE OWNER. FAILURE TO COMPLY �WITH THE OWNER'S DIRECTIONS. WILL SOIL OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE 6. THE DEVELOPER SHALL EMPLOY A LICENSED PESTICIDE APPLICATOR TO EXTERMINATE RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES. MANUFACTURER RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO THE AREA PRIOR TO CONSTRUCTION, DEMOLITION, AND/OR BLASTING AND SHALL SEND REDEVELOPMENT NOT HOSE DOWN AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE A COPY OF THE EXTERMINATOR'S INVOICE TO THE HEALTH AGENT. THE DEVELOPER 11. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED SHALL BE IN LEAK-PROOF CONTAINERS STORED AWAY FROM WETLANDS, SURFACE SHALL MAINTAIN THE AREA FREE FROM RODENTS THROUGHOUT CONSTRUCTION. 435 HIGHLAND AVENUE DURING THE ENTIRE CONSTRUCTION CYCLE. WEEKLY INSPECTIONS SHALL BE HELD WATERS, STORMWATER INLETS, AND DRAINAGE MEASURES. SPILL KITS SHALL BE THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. WEEKLY INSPECTION REPORTS AVAILABLE ONSITE' FOR' EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT 7. PRIOR TO CONSTRUCTION, A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN SALEM, MA SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD MEASURE OF ALL CHEMICALS IN ADDITION TO SPILL-PROOF CONTAINERS. SHALL BE SUBMITTED TO THE SALEM HEALTH AGENT. STORMWATER POLLUTION OFFICE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR PREVENTION PLAN SHALL CONTAIN A PLAN FOR DUST CONTROL AND STREET SWEEPING o SHALL PERFORVAN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH 31. ' PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL DURING. DEMOLITION AND CONSTRUCTION. PROJECT'NO. 2570-01 DATE: 06/25/2019 RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY'.REPAIRS.- THE MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT INSPECTIONS SHALL INCLUDE BUT NOT*BE LIMITED .TO- THE SITE'S DOWN STREAM REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT A S. THE DEVELOPER SHALL SUBMIT TO THE SALEM HEALTH AGENT A WRITTEN PLAN FOR SCALE: NONE DWG.NAME: C-2570-01 DISCHARGE POINTS. MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION CONTAINMENT AND REMOVAL OF DEBRIS, VEGETATIVE WASTE, AND UNACCEPTABLE OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR EXCAVATION MATERIAL GENERATED DURING DEMOLITION AND/OR CONSTRUCTION. DESIGNED Br. SJL/BES CHECKED BY. CMIQ cs 12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION. 9. THE FIRE DEPARTMENT MUST APPROVE THE PLANS REGARDING ACCESS FOR PREPARED BY: PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. FIREFIGHTING. THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND 32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK SEDIMENTATION CONTROL MEASURES TO -PREVENT FURTHER DEGRADATION OF THE AREA. DAY. 10. THE DEVELOPER AND/OR CONTRACTOR SHALL DISCLOSE IN WRITING TO THE SALEM HEALTH AGENT THE ORIGIN OF ANY FILL MATERIAL NEEDED FOR THE PROJECT. 13. FOLLOWING THE TEMPORARY OR FINAL SEEDINGS,-THE CONTRACTOR SHALL 33. ALL USE OF CATIONIC TREATMENT CHEMICALS (EXAMPLES INCLUDE POLYMERS, III INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A CHITOSAN, CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR 11. THE RESULTANT ESTABLISHMENT SHALL DISPOSE OF ALL WASTE MATERIALS RESULTING MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE-SEEDING SHALL .BE CARRIED STABILIZATION) ARE PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE FROM ITS OPERATION IN AN ENVIRONMENTALLY SOUND MANNER AS DESCRIBED TO THE o OUT BY THE- CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY NOT POSSIBLE AND USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE SALEM BOARD OF HEALTH.of ALLEN MAJOR FAILURES UNTIL VEGETATION. IS ADEQUATELY ESTABLISHED. . . I CONTRACTOR WILL NEED TO CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR APPROVAL AND SPECIFIC. REQUIREMENTS (MAXIMUM DOSAGE. RATE, RESIDUAL TESTING, 12. THE DEVELOPER SHALL NOTIFY THE SALEM HEALTH AGENT WHEN THE PROJECT IS 14.* CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH FOLLOW ALL - COMPLETE FOR FINAL INSPECTION AND CONFIRMATION THAT ABOVE CONDITIONS HAVE ASSOCIATES, INC. APPROVED PERMITS AND CONDITIONS. CONTRACTOR SHALL MAINTAIN A' COPY. OF ALL SPECIFIC LIMITATIONS, ETC) PRIOR TO USE. BEEN MET. civil & structural engineering # land surveying APPROVED PERMITS ONSITE. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE environmental consulting * landscape architecture APPROVED PERMITS SHALL BE COMPLETED. 34. IF USING NON-VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER www . aIIcnmajor . com THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST 100 COMMERCE WAY, SUITE 5 15. ALL EROSION MEASURES SHALL BE INSTALLED.PRIOR TO CONSTRUCTION AND SHALL BE BE COVERED. WOBURN MA 01801 ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED TEL: (781) 935-6889 AS DIRECTED BY THE ENGINEER OR THE LOCAL MUNICIPALITY. 35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7' FAX: (781) 935-2896 (n DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED 16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING AREAS, ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES, ALL WOBURN. MA * LAKEVILLE, MA + MANCHESTER, NH CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE 'WORK IS COMPLETE AND LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND C7� MATERIAL STORAGE AREAS, ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. C.) GROUND COVER IS. ESTABLISHED. DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A 17. TOP OF STOCKPILES SHALL BE COVERED IN' SUCH MANNER THAT STORMWATER DOES MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC PERMANENT SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS NOT INFILTRATE THE MATERIALS AND THEREBY RENDER'THE SAME' UNSUITABLE FOR APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE FILL USE. MUST BE INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 MAGNETIC INFORMATION MAY BE MODIFIED UNINWNTIONAUY OR o DAYS FROM THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL o OCCURRING THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MUST BE COMPLETED. MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. DRAWING TITLE: SHEET No. ABBREVIATIONS & NOTES C-002 Z LLJ Cqp)q:gbtQ2019 Allen&MajbrAssocina%Inc. Al/Rights Reserved ... ............................................... ...... ........................... . ................. ...... ..... .... .. 7. • .- WE HEREBY CERTIFY 774AT THIS PLAN IS THE RESULT OF AN ACTUAL ON THE GROUND SURVEY PERFORMED ON OR BETWEEN LEGEND OCTOBER 24 N NOVEMBER 1, .2018. o h LOCUS REFERENCES DRILL HOLE (DH) O GAS METER 0WA7ER LINE I�r -CITY.OF'SALEM ASSESSORS MAP A LOT 127 IRON ROD (IR) o ELECTRIC METER © SEWER LINE 5 --DEED'BOOK 68995, PAGE .326 DRAIN MANHOLE (DMH) . (� HANDICAPPED PARKING SPACE �`-, DRAIN LINE t� PROFESSIONAL D SURVEYOR FOR .-L.C:C. 7159�-1, -K '& M �� • �. � ALLEN & MAJOR ASSOCIATES, INC. -PLAN:'BOOK 333, PLAN 1: SEWER. MANHOLE (SMH) Qs PAINTED ARROW GAS LINE G--- �P ELECTRIC MANHOLE (EMH) Q PARKING SPACE COUNT 16 OVERHEAD WIRES ---OHW Rk ST. PLAIv.REF"E'fiTE'IVCF..S CATCH BASIN (CB) ❑ WETLAND FLAG ►A31 FINISHED FLOOR ELEVATION FFE PLAN ,BOOK 333, PLAN 1 UTILITY POLE M CONCRETE BITUMINOUS BIT. Locus UTILITY POLE W/LIGHT BUILDING CONCRETE CONC. ��patri oF,y� o FIRE HYDRANT • WETLAND ---- -- GRANITE GRAN. IAN 1'. ' NORTH ARROW. IS BASED ON MA55ACHUSET7S GRID COORDINATE FIRE STANDPIPE BUFFER ZONE --- BOTTOM CENTER (8C} A No �44 y SYSTEM MAINLAND ZONE NAD 83 WATER SERVICE I' CONTOUR -----53---- TOP OF BELL T 9 c' 2. . BOOK/P-AGE•AND PLAN .REFERENCES ARE .TAKEN FROM ESSEX WATER GATE �S° 5' CONTOUR . -- --55-- �- REINFORCED CONCRETE PIPE RCP SURN .(SOUTH) REGISTRY OF DEEDS IN SALEM, MA. GG q� qN J. VER77CAL DATUM IS NAVD 88. GAS GATE 0 PROPERTY LINE POLYVINYL. CHLORIDE PIPE PVC 4. CONTOUR INTERVAL IS ONE FOOT (1). BOLLARD ® ABUTTERS LINE -- -- CORRUGATED METAL PIPE CMP U , Locus MAP. CLEANOUT EDGE OF PAVEMENT NOW DR .FORMERLY N/F (NOT TO SCALE) INVERT' (INV) CURB BOOK BK. SIGN --a- CHAIN LINK FENCE X. PAGE PG. SIGN ® STOCKADE FENCE n. LAND COURT' CASE L.C. MH o RIM-11296 J INV(a)=107.91 111 b)=108. 16 8/T. BERM• BIT. BERM MH INV�c)=107 91 BIT. BERM G G 1 G RIMS I I a 48 ,� G -------G G 6" BARE STEEL (1961) G \ t 1NiWa)#109.98 ; , = A INV(b)=11203 ► p NV-106 08 RIM=11510 �y�. INY(c)�11228 W 16 WATER W -.,.,.-•-•___._..w + \---W ---- W W - 16" WATER imv-t 10 90 + INV(d)=110.28 g METAL GUARDRAIL ' '\ o \ GRAN. CURB HIGHLAND AVENUE' 12" RCP f : tNl�'®) 110.;08 clamPAINT LINE - - -- Y' (ROUTE 107 - P68W - VARAME W D H) lN�i�'f)=111:28' . METAL GUARDRAIL 78" RCA p D 18M RCP ,, YELLOW PAINl'`L7NE- t2" RCP' D D c J-`r -^ 18" Ca . -- "" " ` A� a q -,(� G� WHITE PAINT LINE SMH YELLOW PAINT E R/M=1 t0.31 I RIM=111.78 R=1953,26 . RIM-115.00 -�� N RIM=1 2.24 1 ? 1�11V t0�73(BC) L=31. WHITE PAINT LINE 'INV-111.80 RM�111.49 •- INv=104.59 BC r r--BQL71r0 SHUT WHITE PAINT LINE 1 INV('a)-10519 ""` „ "' RJM=111.81 _ CH=31.59' INV(b)=NPV r �'" `" -yy "ty`- "�1t1' 55`tjT_-' ' TB HOPE r1 N 19'22'S6"E �. INV(c)-if05.99I a ., L - 12" CLAY ,_.12 58 AX_ .- .....- � 12" CLAY OHW O --- -- 1589 - 590 ---1-------QN OH a C HW 5 - ,_t WOO . . •. - CY WOOD WALL ,r• a b � •"� � - - • - a' R/Ma111.30 �i i2 �-------•-•--- 1F," 00 \ UNABLE TO OPEN ® a `:' "D 24" HOPE . CB � N E .,,\ 1 1 WOOD WALL cs COVER BROKEN •- RIM=111.11 • - ►� 1 E N ►� INV a)=10741 8, 1" WATER \ ) .a Q 24- BIT. 1NV('b)=107.51 4.9 P t FFE=111.71 �=1tt.72 FFE-i1213 3 S65'34'17"E REV DATE DESCRIPTION O fFE'=112.90 FFE=112.93 17 E=112.90 �7=ES112.69 FFE=112.15 CB OMH 125.00 APPUCANT\OWNER: RIM=111.84 N� RIM=t f 1.8�- RIM=112.02 CITY OF SALEM TB=109.54 . WV(a)=106.98 INV(a)=1o7.22 LIFE STORAGE RWB REALTY TRUST ( V I WV(b)-107,18 WV(b)=f07.62 2 STORY ASSESSORS MAP3, LOT 127 6467 MAIN STREET ' -CONC.- BLOCK 6K.50840 G.23.2 c FFE-112.94 INV(c)=107 52 '� N/F /�' BUILDING . ARF,4 79 692# S.F. k 12 . BOSTON STREET VV1LLIAMSVILLE, NY 14221 wv=los 93 I i (1.83.*AC.) cA7E ;� REALTY LLC . y( I CONTROL a BK.79414/PG 437 IRON ROD CONTROL _ ICE=n2.27 Jr'=112.7D �� Q (FOUND BENT PROJECT: /'�p /� FFE=112.96 FFE=11295 FFE-112.57 LOCATED .BASE) LIFE ST�./Ilt'1GE (j I�E(� - "• _ .- 112 \ -----�w STOCKADE N06.452JV REDEVELOPMENT 18" RCP t5" � 43.08' (TIE) E --►�r� ;,` .. - ~� 34.6. 43 5 HIGHLAND AVENUE U FFE-112.42 %-_. _ .-. � • 1! 1. FFE=11z t6 FFE�1r2. 6 FFE=t125r - SALEM, iVIA CB �. FFF=112.47 RIM=111.55 N20'46'03" --• 125.70 J400 INV=108.75 CON A!N uNK /GC S74'06'37"E t RIM=111.56 1� �(��L ` 2 STORY PIPE IS HALF WALL 6" f� 1 70.55 PROJECT NO. 257001 DATE: 06/25/2019 �c INVI(a)=106.36 BURRED W 1 �� f� Y INV('b)-106.66 ASPHAULT - 10 C W 30' DWG. NAME: 5-2570-01-EC CONC. BLOCK !o b '. 1 1 R N CB 100 WETLAND BUILDING RJM 112.27 G 4" L iTl / °; SCALE: 1 RIM-111.70 SETBACK 1Nh110.52 / ` TB(a)-109.10 RJM=11].70 IT / ' X J \ 1NV('b)=NPV !NV(o)=107.40 DRAFTED BY • : AIR_ CHECKER.By.....-,...... NI CHAIN LINK FENCE t1` V(c)=NPV INV('b)=109.90 "� �. PREPARED BY: !N 1 FFE=112.46 FFE=112.43 INV(c)=110.6D FFE=112.50 fFE-112.48 ,"`. ^, e FFE=11246 FlORE FAMILY t, I w `� �� rn CBIT. j NOMINEE TRUST 9�, 10 BK.687801Pr.344�� -► \ .,, 12---,,� N \�x f�1" ' BENCHJUTARKS•UMMARY _ tt\ \ fix c c N D LI1v'E CONC. WALL p J 1 ONC. WA L TBM# � DF.,SCR1P7101V E1;.Ev. . � INv-tos 12 D EeG€'•� ------ ----- 488.50' " N/J� S18'55'1.5V ROBER A. & STOCKADE ALLEN & MAJOR ...- N� STOCKADE 4 PVC DIANA M. RIDGE. FENCE HYDRANT-FLANGE BOLT 1 119.51'• GC1 S ( FlORE FAMILY / BK.,32072 G214 GC3 -�ti FENCE � N� MARCI�� PSZENNY �' N 19'3321"E ASSOCIATES;• INC. �. OVER. 'MAIN OPENING \� 1 , NOMINEE TRUST l,,/ -f G W/LUAM A. LUZ/NSKI BK.14294/PG.580 \ , BK.68780/PG.344 �.� K.14881/PG.225 39.89 (TIE) RAILROAD SPIKE. � � � \ civil & structural engineering • land surveying IN UP/ 1589. 113:61 \\�\ IRON ROD W/ CAP IRON. OD environmental consulting ♦ landscape architecture C4 ((FOUND FOUND & HELD www . aIIcnmajor . com . \\\\ FROM CORNER FOR LINE) 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801-8501 , \ N70'20'00"E TEL: (781) 935.6889 : 34.44' (77E) FAX: (781) 985-2896 5 WF7L4ND."LINE WOBURN, MA ♦ LAKEVTLLE, MA ♦ MANCHESTER, NH G06 GC8 GC9 C10 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE GC7 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC UTIL.TTYSTATEMEIVT t APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR THE U77LMES SHOWN HAVE BEEN LOCATED FROM •.FIELD OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL SURVEY INFORMATION AND EXIS77MG DRAWINGS.. • ALLEN. & INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND MAJOR ASSOCIATES, INC. (A&M) MAKES NO GUARANTEE GRAPHIC SCALE SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF THAT THE UTILITIES SHOWN HEREON COMPRISE'ALL SUCH ALIEN&MAJOR ASSOCIATES,INC.%WORK PRODUCT. UTILITIES IN..THE.AREA; EITHER IN' SERVICE 0R AL3ANDQNED. ao o :a. so so 120 A&M FURTHER DOES NOT WARRANT 711AT THE 'UTILITIES DRAWING TITLE: SHEET No. SHOWN ARE IN THE EXACT LOC477ON INDICATED. - A&M HAS NOT PHYSICALLY LOCATED THE UNDERGROUND' UTILITIES. IN FEET } EXISTING CONDITIONS EX-1 1 inch = 30 ft. N:\PROJECTS\2570-01\SURVMDRAWINGS\CURRENT'\S-2570-01-EC.DWG c� �t�o19At1�e�M�jara�o ar�mac. A1112i tsReserved rp '� ;;l'V=106.08 16" WA TWFR w \ W W W W w \ W W W 16" WATER METAL GUARDRAIL `, 01 � HiCHL.AI VD A YE'1 V UJ�' t�;nf� �tRE��...._ p_ ... rLt c W PANT T Ltt°s... -� (ROUTE 107 - PUBLIC - VARIABLE WIDTH) 1 ...._ `` _ _ _ _ _ _.... _. ,._ . .._.....� _...O h xe` ...- ...C3,.�_.Ll-...,.._._C:.. ..__.�...-._LL.,__--.Li..............CI. ...�..i'J..,....-.........' .. ....:....._...__..__......_.y........ n n Yz___....._...C. n- ...,...^.-£L_...._—..G:.,_,...__ �.,. �..--- ra . __ _ Ad" rllbAUYD!'771�IL � _ --_ _ ._ �. �-REPLACE "ONE WAY" � YELLOW Pf�t�IT L11�'� I �� -- �2 •'. '�." � L AND NO LEFT TURN / - ° 18"§CP �.. ___ _ _ �� \ 4 D p t! �„"' D p G � -117L r`�A11V l LINE _... _.._�____ .___-• - NS to .. .... ..... ... ° - _ _ EMOVE,/EXISTING _` �f° - - - �� 12 W WA`, 31�C�? ftP�...e Y f, r r r - rn R,a-132 ----- — — _—____� N „.,.r PA,;,' T ," - OOD XL/PLANTER P TER � rRl?�1=r11.� 174 D REMOVE EXISTING,. .4 ..° _.._. .. .__.-.._.__...._ „ o �r=1o�. s�p;) �r� � REI�OiTE EXi��'ING ... - �r�tP !lr�� , �, - 1, _-1G ,1 �_ cn c� DRAINAGE STRUCTURES _._.._ - __. _w_. _..C.UT_.& _CAP EXISTING - — �.�_... __ i._ _..WOD>JNALL/PIANTER. - /p ,✓ `-NT y :.__ _ _... __,....b___._ -_ _.__ __ _. _ AND I?IPI�S_ PER,. _OF_ WATER MVIGE.)'+AT' THE �• � CUT AND CAP SEWER U_ + - - - - - - � SERVICE AT THE MAIN � '- Ir �r(M) 1t.• - -- -- o-_o a,v_ W SALEM REQUIREMENTS MAIN PER CfTYItOF SALE .� e, _ o C /N;1rd}=7p .79!! I o W -' REQUIREMENTS / _- __. ..__ .....____ _____ PER CITY OF SALEM _ . — _ 4" WA TER { � ia- ._.._. ...,_. _. ., _..� � � - ._._..�..�, �------ --REQUIREMENTS-- _ �V `�_.. M,moo�+�— ` `� EQU h ft J N _ __ __ __ CLAY _ S WS 4 -- _ - ! .... __.. _ _ _ S_ d - Aril r f a , tri O.__ CLAY ._. _ ' CLAY A Y 12' a-- O" 12 CLAY— ,� ..................... \ � DH D _----------- el _... ...._ _ __.-_—....^^.........._ ( p 589 .•-----. -- - � a�aop 6 ,; ;.--- �.. ; EXISTING "LIFE t - - ' CEO 1 LI ✓ i IR 136f�LC_-... ......... STORAGE" SIGN UhtrP hyr D D f D 16' LEGEND i REM�VE EXISTING _oosE DROKEN ® / TO REMAIN D N N c x G 24" HOPE HD � � PAVEMENT � �. z g ,• A C I INV(c) 11 7.4` 1" WATER � � LIMIT OF DISTURBANCE � ■ ■ � -+ o D REMOVE EXISTING lfl,r( '=1' f 1 W w - r D 24., HOPE PAVEMENT Iw LIMIT OF 'CLEAR AND GRUB' EXISTING BLOCK FSP WALL TO REMAIN � � � BUILDING TO BE REMOVED ..7;�'/.�-�7�----- ,..,ATE"-'".r--��' ! , .T;�....�..�.., f� ;=j�4 + , ,. REMOVE EXISTING DRAINAGE PAVEMENT TO BE REMOVED t REMOVE WATER SERVICE STRUCTURES AND PIPES }' 77 REMOVE EXISTING AND STRUCTURE PER CITY PER CITY OF SALEM UTILITY CUT AND CAP E- 0 DRAINAGE STRUCTURES ___....._ D OF SALEM REQUIREMENTS REQUIREMENTS ?r: 9 Ca h'! 111, 3 iRl?d=11Z 02 AND PIPES PER CITY OFF r 172 REMOVE r - : EXISTING TREES JNY c. --1J6.9�? ,{ �__ � ,,, � TEMPORARY FENCE —x x SALEM REQUIREMENTS IN,'V 071,18 INV b,_, 6 RWR REALTY TRUST ' �- , �a a2 R 11 2 STaRY BOLLARD REMOVE " { ; o IN r,c)-107.52 TO REMAIN lc, aR4fs2 z REMOVE RAZE w. Dc �- '�LDINIC EXISTING °, EXISTING EXISTING BOLLARDS �, NA BOLLARDS O- f A' z iREI STRUCTURE RT .� a�� s.., REMOVE 7 AiLT Y LL -' _, ! EXISTING AC `� ' : RK,/941 ,/f7fl, , 7 /rv -1a • ! , REMOVE WATER SERVICE - 1 UNIT caC,r r, } / r, ATE AND STRUCTURE PER CITY ; , � II REMOVE GAS SERVICE ! !�` ' ;' !/ CNT;R L OF SALEM REQUIREMENTS / JI REMOVE EXISTING BOLLARDS ; I PER UTILITY COMPANY REQUIREMENTS 1 IXA 10,30 I� . ,�:tr� M. X 1 ca _ REMOVE EXISTING DRAINAGE STRUCTURES AND PIPES PER CA QUINN M w �' � ITY OF SALEM REQUIREMENTS CIVIL c, ? j r' i I REMOVE EXISTING D NCL N0.49923 REMOVE . to slT. ,r , PAVEMENT � �_ 18" RCP ,.� � I! EXISTING CHAIN LINK EXISTING ; ` ! ! FENCE TO BE REMOVED. ! li EXISTING HYDRANT /sTER -BOLLARDS. , I 4 1 I y,� ,,,, r,..�1,�.,. z II CONTRACTOR TO PROTECT I i TO REMAIN r „ rr- "-.r---- r-� i . � .,... ,, .� �. - - ---.r-:r,,- ---•- �- ", �, NEIGHBOR'S STOCKADE UNDISTURBED I I ►;� ' t/ ,�� _ FENCE. � DURING REMOVE EXISTING CONSTRUCTION t,f�t.. Y1 r.e.`3 - ......._ .,.._...__ .. ....._._ .._ -� _. 3� ✓, 7S 4o PROFE L EN FOR INV ?08 r5 DRAINAGE STRUCTURES -% t >r , ✓ r I c. �1 ALLEN & MAJOR ASSOCIATES, INC. r { , AND PIPES PER CITY OF Ccl; jU,r° A fsf.lF�Rl-ii ?ie / REMOVE IN IV( �o H� ; SALEM REQUIREMENTS EXISTING: lu( } t .sp.. ;� z 2SMR� ! 1 j ; 1 r r /£ Q ! t 1 W 6" WATER / 0 W FENCE '� ? REMOVE r>., /�r.�cl` REMOV Rl�rl l rat; RAZE , r b i w EXISTING 10o wETLAND EXISTING EXISTING r . �� r G ! G c ' 1 _ 1 REVISED PER CITY COMMENTS BOLLARDS f sETBACK STRUCTURE BOLLARDS 4" PLAS77C 4 2019-10.30 r, , " `• \ T a 1t1 ,t 61 REMOVE EXISTING :1 ❑ CUT AND CAP i m n 3 2019-10-09 REVISED PER CITY COMMENTS } R1„f-1 11,TG At NP' DRAINAGE STRUCTURES r t � ; — r }� 'NV(c�)=1D7 . > ! ! I 2 2019-09-12 REVISED PER CITY COMMENTS � € __�L ` \ /N :�� ...Npv tN'Jra` 1^W.�U AND PIPES PER CITY OF ;I � `� WATER AND GAS X — / C3 J Q l,'�1 '�c1-�1L 60 SALEM REQUIREMENTS f' SERVICES. o 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT C :A/N LIB.K ffNCE 1 i REMOVE EXISTING PAVEMENT REV DATE DESCRIPTION _ ( REMOVE �/< F � � ,,,,,�„��.�;,r,,,,,.....�_:�f: ��,,.�� .::��;;�:��.��:f� ,c::r� �� REMOVE ' f EXISTING t ::�� ••• \ EXISTING F t 2� e v� APPLI OWNER: e� i R nnI r_- 1/,LIGHT POLE i# \ FENCE }, ST LIFE STORAGE NOMNEF TRUST t RK',5R78 �. 544 1 l \ . REMOVE EXISTING PE REMOVE EXISTING R, -_.,� �# i ( L !X r e o' PAVEMENT �, 6467 MAIN STREET EXISTING ','; {s , �c, PAVEMENT __.. _ t" - • ` Dry WILLIAMSVILLE, NY 14221 HEADWALL PIPE 1 __ �t L 2 _. # AND STRUCTURE _........_ D AlN LINE / D ❑ W _ .,- _ _. - D.r�C. , r. PROJECT: w_v -.; _ TO REMAIN ...., _ � � ._ ___ �_ _ _ LIFE STORAGE w. 041V..106,12......_ - _-- GC2 /�s �. � � REMOVE lR,,s�,rJ? A� 7 REMOVE EXISTING CONCRETE ,kyf'ry EXISTING EXISTING CONCRETE RETAINING rfrt} F ;,_= REDEVELOPMENT f 1 ;GCs REMOVE EXISTING ,, ? 4" D RETAINING WALL TO '� a � � �� '��"° ' rE<'L°CE �- EXISTING r , es�'.J2u,� :�.,. l� T',_tv�,r._ � ! rrpf STRUCTURES N/ rzRc S. PszE;<: y LIGHT POLE WALL AND FENCE TO REMAIN. REMOVE EXISTING GC1 �r �, Np1 REMOVE WI' ,� REMAIN42 r ,, I TREE TO L1A�f ALIGHT,,_FpLEBe;," .��4 �,wR� 4 5 t I AI HIGHLAND AVENUE 'PPS PER CITY OF 'f \ `� EXISTING - EXISTING 13FC.1�t8HIIP 22: LIGHT POLE REMAIN �1 SAC M REQUIREMENTS REMOVE e, FENCE ', SALEM, MA EXISTING EXISTING 4 PVC DRAIN LIGHT POLE ` LINE TO REMAIN. TIE INTO PROPOSED DRAINAGE. SEE SHEET C-103. f i PROJECT NO. 2570-01 DATE: 06/25/2019 ��\\ GC4 SCALE: 1'-20' DWG.NAME: G2570-01 WETLAND LINE DESIGNED BY: SJL/BES CHECKED BY: CMQ 3 \` I NOTES: PREPARED BY: O � \GC5 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR • SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND Gcs cc8 ccs AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY ^I Gc>o THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND • UTILITIES. ALLEN & MAJOR �GC7 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, LO INC. ITS INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF ASSOCIATES, INC. N ' INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, V INC. IS STRICTLY PROHIBITED. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w . a 1 1 e n m a j o r . c o m Ljj 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS 100 COMMERCE WAY, SUITE 5 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING WOBURN MA 01801 V UTILITIES. TEL: (781) 935-6889 FAX: (781) 935-2896 Z DIGSAFE: 1-800-344-7233 CITY OF SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH o DIG SAFE 4. ALTHOUGH CERTAIN ITEMS HAVE BEEN NOTED ON THIS DRAWING FOR DEMOLITION, NO ATTEMPT HAS THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. BEEN MADE TO DELINEATE EACH AND EVERY ITEM THAT REQUIRES DEMOLITION FOR THE COMPLETION CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY DEMOLITION WORK TO PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o COMPLETE THE PROJECT. ALLEN & MAJOR ASSOCIATES, INC. IS NOT RESPONSIBLE FOR SITE �uCATIONIA FOR HIS/HER OHTHIS PROJECT.DUTIONAND TO THE POTENTIAL SPECIFIC TTHE DEMOLITION ITEMS NOT SHOWN ON THE SURVEY, OR SPECIFICALLY NOTED. THE DEMOLITION NOTES AND MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ARROWS ON THIS PLAN ARE TYPICAL AND DO NOT REFLECT QUANTITY. OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL i INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF GRAPHIC SCALE ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. ti W BEFORE YOU DIG zo o io zo 40 80 DRAWING TITLE: SHEET No. o CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 SITE PREPARATION PLAN C-101 ( IN FEET ) 1 inch = 20 ft. Copyrigbt©2019A11en&Major Associates,Inc. A11 Rights Reserved URr 0 CR,04. C, I-ZLLQV� PkNT.LINE --ME- GRA CURD YELLOW PAINT LlAfE 0 H-h", ......................... It PAINT'LINE KLLO�V' P'AINT ONE ............ 11+00 12*00 13-1-00 wj"07Zr, P11114N JNE --------- ....... ......... VERTICAL WIT PA,,N;r ONE -------------- ...... LEGEND _GRANITE_CURI3,___-___....._____ CONCRETE ADA TYP'. HfGHLAND AvENuE CONCRETE ADA ACCESSIBLE 7- CONCRETE ADA I ACCESSIBLE 5' WIDE BITUMINOUS BITUMINOUS VERTICAL ACCESSIBLE (ROUT 5 WIDE RAMP, TYP. PROP. PROPERTY LINE 5 WIDE BITUMINOUS W 107 - PUBLIC - VARIABLE-WIDTH) \ -----CONCRETE VVINITE PAIi T LiW --------........ GRANITE CURB, RAMP, -TYP. ot SIDEWALK, TYP. SIDEWALK, T)�P. 24. SIGN SIDEWALK, TYP' 24.0 Q raY11L cw,�N. ouhmq ........... BOLLARD n i tt J_ j N IR '10, BUILDING 0,1590 R -V "71 r EXISTING -LIFE BUILDING ARCHITECTURE VERTICA� op ��i) STORAGE" SIGN GRANITE CURB, TYR ' op V 5 TO REMAIN BUILDING INTERIOR WALLS END VGC. (A 8'x22' PARALLEL CURB R1-1. "STOP" SIGN CA "b'EGIN PCC. PRECAST PARKING STALLS, TYP. ANDftTOP LINE, TYP. 0 CONCRETE 9.0,_ 9.ON RETAINING WALL 34.4! END VGC Bill CURB, TYP. PARKING STRIPING EDGE OF PAVEMENT -4- BEGI��C. 30-FOOT FRQNj__YAR_9__SMAQK__ R1-1 "STOP" SIGN 9* 1 f �,x TS7 BEGIN PRECAST AND STOP LINE, TYP. ROADWAY STRIPING 41V iillc�lliil�"I YCONCRETE------ 717M , CURB, TYP. ifRECAST TRAFFIC ARROWS NCRETE t; 11,CURB, TYP. ;OWN 'fq, HEAVY DUTY CONCRETE 141!;��` 'MEL BOU AT BUILDING S ARD SIDEWALK CORNER, TYP. 00", N1 RW3 PEALTY' MW" fl�,,;I ADA ACCESSIBLE RAMP &1.5084-01) rill)E' YARD 'ttY13ACK LINE NDSC x x ADA DET. WARNING SURFACE REW TY Lt," =j 6' BLACK VINYL COATED RK.794141f,1G,437 SETBACK LINE =hN_x_ _a lot q CHAIN LINK FENCE WITH 4f 'UK -,,V PARKING COUNT CHAIN LIN X_ .......... U 20" WIDE VERTICAL LIFT GATE WITH OPERATOR 1. zg� K FENCE _x_ R PE; 413, xi. zz;,: AND KEYPAD, TYP. 10 SIDE YARD �'ETBACK LINE Eli tf/W. x V "I SA X ---- W ligg"go ti�p 2TA,,LA 6' CHAIN U14K 5?'XX-A0E 24.0 -;;;:A m FENCE, 6' CHAIN LINK FENCE, CORRIDOR TYP. CONTRACTOR TO ARLT )IMICT QUINN PROTECT EXISTING 0 bIAN06 ADJACENT STOCKADE mm in 'EMMIM �rz.......... CIVIL 4;i ...i - .49923 x pn sMAOKE CORRID R PARKING .............. 0 FENCE. 10"SIDE YARD OVERLAY DISTRIC SETBACK LINE K1. [CHI A NN x 7 _7 R - PROFESN4N< ENGINEER FOR 0 ALLEN MAJOR ASSOCIATES, INC. PD r Yl x gn STANDARD DUTY r NN x Cd 7: BITUMINOUS �y 5Affi;1i1`R.11 IV, 'RPj 1 RKi§ 4N. CONCRETE 41 A"111 liku PAVEMENT, TYP. x ti� v,ja t, j�;4�a j 2019-09-12 REVISED PER CITY COMMENTS go, 2 . 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT T "P 0. F , R - =S zn, -------- VPI- N.A7 LL REV DATE DESCRIPTION RORC FA44r STANDARD DUTY EXISTING 12' FIRE 0) NabdiN,EE t7RU,5 T x . I PRECAST BITUMINOUS APPLICANT\OWNER: (A CESS TO REMAIN 'CONCRETE' CONCRETE AC CURB. LIFE STORAGE "PAVEMENT, TYP. STOCKADE �4' TYP. M x MNCE WITH GATE 6467 MAIN STREET M C3 ".FOR- FIRE. AQCESS,. - 13 13-13 .[3- ..pAv7- WILLIAMSVILLE, NY 14221 Z�77 4, TYP. NIF R08ERT 9'x18' STANDARD GC2 PRECAST J HEAVY DUTY ONCRETE 01ANA STALL, TYP. PROJECr.. CONCRETE CURB, PAU; 24 PSTER W/ N/r STOCKADE' EXISTING RETAINING GRAVEL AREA IN A L.6".' & DUM ' LIFE STORAGE 003. F1 OR E rA VX Y FENCE WALL TO REMAIN FRONT OF EXISTING FENCE ENCLO§URE TYP. 00 ST 14MLIAA1 A. LUO.VSIV RETAINING WALL NbAPNEE TRU57' REDEVELOPMENT PK.687601Pr�J44 + 8 1 14 8 6 IF`0 1 2 2 . 435 HIGHLAND AVENUE SALEM, MA \CC4 PROJECT NO. 2570-01 DATE: 06/25/2019 K7LAND LINE SCALE: 1' 2(Y 6M.NWE: C-257GOI NOTES: DESIGNED BY: SJL/BES CHECKED BY: CMQ rr.25 1 THE LOCA11ONS OF EXISTING UNDERGROUND 'UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT ' LOCATION OF ALL EXISTING UTILITIES GC9' to BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE Gcfo OCCUPANCYPARKING SUMMARY TABLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillojoilI \1007 ALL UNDERGROUND UTILITIES. WHOLESALE MERCHANDISE BROKERS. SERVICE INDUSTRY ESTABLISHMENTS SUCH AS PLUMBING. ALLEN & MAJOR ' CARPENTRY. SHEET METAL AND PRINTING SHOPS. WAREHOUSING AND INDUSTRIAL USES 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. ITS INTENDED USE IS TO PROVIDE OF ONE (1) SPACE FOR EACH COMPANY VEHICLE, PLUS ONE (1) SPACE FOR EACH TWO (2) INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION ASSOCIATES, INC. ZONING TABLE - BUSINESS HIGHWAY (B2) EMPLOYEES, PLUS ONE (1) SPACE FOR EACH THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF civil & structural engineering # land surveyin 9 Ci AREA OF� THEJ�UILDING, EXCLUDING STORAGE AREA. ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. environmental consulting *landscape architecture ENTRANCE CORRIDOR OVERLAY DISMICT (ECOD) . a I I e n m a j o r c o m w w w 4j RESIDENTIAL USES OR MMED USE-NEW-CONSTRUCTION COMPANY VEHIQLE5 1, 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM 100 COMMERCE WAY, SUITE 5 (1 VEHICLE x 1 SPACE/VEAfCLE-�- =1 SPACE DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN MA 01801 REQUIRED/ ITEM - EXISTING PROPOSED EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING TEL: (781) 985-6889 ALLOWED UTILITIES. FAX: (781) 935-2896 0) TOTAL EMPLOYEES = 3 (3 EMPLOYEES / 2 SPACE PER EMPLOYEE) =2 SPACES MINIMUM LOT AREA (SQUARE FEET) 79,692± S.F. 12,000 S.F. 79,692± S.F. DIGSAFE: 1-800-344-7233 WOBURN, MA LAKEVILLE, MA # MANCHESTER. NH MINIMUM' LOT FRONTAGE (FEET) 352.9 FT 100 FT 352.9 FT GROS2 FLOOR AREA = 28,149± S.F. SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 THIS DRAWNG HAS BEEN PREPARED IN ELECTRONIC FORMAT. =29 SPACES - CLIENT(CUENTS REPRESENTATIVE OR CONSULTANT MAY BE Q MINIMUM LOT WIDTH (FEET) 352.9 FT 100 FT 352.9 FT (28,149 S.F./1,000 S.F. x .1 SPACE/1,000 S.F.)= 4. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. PROMDED COPIES OF DRA%NINGS AND SPECIFICATIONS ON MAGNETIC MAXIMUM LOT COVERAGE BY ALL BUILDINGS 39.670 25% 37.7% I ___= -, MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC TOTAL PARKING REQUIRED 32 -SPACES MINIMUM FRONT YARD DEPTH (FEET) 33.8 FT 30 FT 40.0 FT ....... 5. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS & DETAILS OF ALL APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE DOORS, RAMPS, RAILINGS, STAIRS, ETC. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR MINIMUM SIDE YARD WIDTH (FEET) 24.9 FT' 10 FT 34.4 FT ---- OTHERMSE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL MINIMUM REAR YARD DEPTH (FEET) 29.7 FT 30 FT 37.3 'FT 60A PARKIUG REOUIREMENM INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC THERE ARE BETWEEN 26 AND 50 PARKING SPACES; REQUIRING 2 OF THEM TO BE ADA GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAVVINGS AND MAXIMUM BUILDING HEIGHT (FEET) 21.5 FT 30 -FT 34 FT ACCESSIBLE. 2 ADA STALLS WILL BE PROVIDED. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF CN . 20 0 10 20 40 80 ALLEN&MAJOR ASSOCIATES,INCS WORK PRODUCT. MAXIMUM BUILDING HEIGHT (STORIES) 2 STORIES N/A 3 STORIES I i I 6m wo., 6mmm� E_ - MAXIMUM HEIGHT OF FENCES AND WALLS 10 FT 10 FT 10 FT STANDARD PARALLEL ACCESSIBLE TOTAL DRAWNG TITLE: SHEET No. OOR AREA RATIO 0.78± NONE 1.13± SPACES SPACES SPACES PROVIDED IN FEET CO P R N E C C R T E AS ET t1d, 22. i iLl 77, a TOTAL SITE PARKING PROVIDED 27 10 2 39 1 inch 20 ft. LAYOUT & MATERIALS PLAN C-1 02 COP37ightC2Ol9AIlcv&MajorASSOCiates,Inc, ABRightsfimmed ........................................ ............... .... ............ ....................................................................... .... .. ......... ... a . 16 iIfA,7 R .... _..-.-.---------_ ..fit. S�ttw F -.Itt i1 f TAL GUARDRAIL \ f � �� ,t �� -- OPA!r, CUR ...._ _-:: ._-- ^^:�f-y......,...--__ _- '_w�.k, _._._c' _._«G.__�..-,Ci.,..,..„.,'..?'k,«'.w.,.J -....-..1;7....��- •i'y..._,,.....: .w.. ....,...,. 1C.:...... __ ._.._�� i •_ - _._w..w.,w, o��-v."ir�l••.• ..._n...,.....Si..,_.....,xL..,_. ---_,�«�-„w....«-.-'.. ..•,......,.a^--"`>�- _=.•'�"-,....�.�.' •. - - - ._..w.............:..._ ___........._._..--_.._.._.._... ....,.,..........--- _-.-...r.._..-»...1 i 7! n�f..r�l. i:+ r,�l?rtk?�•l�M Uc1"�>*�.-_wK8 ««.._..___-.___.. _..._.....'"_"___�-_._�--_:--•�;n wwrw.«__ -YELLD�sI�P,+6r`1�T i:.;tVt' "•"'M• -' � �' "' (�'i�.,z•i, vc� CHA VENUE'� !r !�,a!�rr i.!t��_-- 107 - UBLIe� VARIABLE WIDTH '` ! t..• LEGEND - aNt-�-' - w_. _ ,f,,T w _' __.____.«__ �_ 1'2+G ',+ktiv )C� .?(se I � Fr RJ!I-1T�? BOLTED SKJT _.; _w__._«w__.w_ .- ___i _ -__ j _ ti Dc f ' * rr �t l ' 3.1 LANDSCAPED S t f r'r- _ r,`� _,.- -.F.._ _.. _ __ �yCB2 1.s'><' �r.F,!r'' :� fr, 1 ._ lti'Y 1 C .a BC: -•- 5P N 1 t - _--- .. __.._ B.,�_, _.._ _... _-. -_ _._.. __x.. - IM== 'I :$ ._.' :._ ::�'w + �.. ...___ v . _------...w__ ___ w_w. __ ,° rtt,twr t �+ _._ -• DRAIN MANHOLE .- ""` "_'e�-1f79�'t `�i t � /RIM--112.70• OI.1-T'` 1 .30 CB9 __ _ T _«_. _r CB8 -" 12' Hor-C . OUT= 0 10LF 1 HDPE CATCH BASIN -._ . RIM=113.00 � • �r--_- - - {r .!. i,r -- ' `t 5LF,12"HDPE "" _ _......_.._S_-1_-0.0%`_-..,.._._.....,._ _...._.__._.:... .,_ - DOUBLE GRATE r 112.Oo(EXIST) _.. OUTS=109x�k4 O1JT=�`f�0:1 w«.w. �r1 i._ t . _ _ _ �...t. _ _...._...w_ __...._ __....._ w�.,... CATCH BASIN ( , _ - __ _w_'w' .,. w��kk ,. .mnm,N lkIIm ut ._,._..:'fit„�jk� .w. __._._.._ _ .,t r y «� %jO7 112.9 Q- _ Iy��-•raar•-aan ~.x:r..«.,a...- „ ,.S' •F-.4V�/4..«w_ _._...._......____-___.._._ _. .__12 ;t.A -• - :ti w_ _-- _- 13.05""""� I -'- _ _. «_.._...x__....... w__M. _.'__- �.� r:'r� OUTLET CONTROL .112.40(EXIST)A `� i2 ct ~t % - - -�„ 5.=.1.Q0%.- w-. . a w. �. �. « ---=w-._._. _._.__.«. w«w �,::-s t C, c.t�,�t, r. - r - - ,,,, -- t, _ ____�Q w w._ ww _. vr- __. _ ___ ., t ` i _._ t _. ,p., t ,- rir F .p !•,� p ,g. ,r..+ii•r,r A..: } ( . lt, �1 V'1 f I °°°• ..�• .. •f15r`+,'.t' ^, t..!x W,t �. Y.. � I':.3• ,: I�:L'S .�:.71 .. . ... ,. (:...,F,1'<,.. �.o .'.Y � bV°.:-' • '4.11 :11:i��1 ............._.1,.._.........., .... .. .. i ,S,'yyR.•�•+. �'E t99 t.,. ... t.. j .:,.,:,key; a o .x' ., .11. 1 ,�...- ii� 7 r ..'i°i...., 9 id.:...'6, t. ..i. o 1�J ', ..kJ•'._.. '�,. t p.�. ,. tt r ,t ,. . DIVERSION WEIR ._,.�.•.._... _.. ., - r' , r t .. y.,. :, lr .,t �� . � � kS n...i,.,,. �� .lt r..�.;.. -..-:a .....t...d• a:.,,.,I_ .r,J:.Stud-. ,.o..,... ..�)'J:l.:, l�, .!.:�i.o.. �` r,-�, ,.. � 0..5 it"E ..._...._...... __ .-_.._.................__ ....., :, ,r.. .9 'S (rS m t F.,r t t,..ca, , t us, ( •��,. E,; ,t..� t, .F: x t. v r.. '� f.: .,I••t :h f•tt. ( u�u r,( { ';,th.... a.., :.h.,. n ',.,.1,..I...,t .t!`l,..�.t i. rr;':•S' r•.''r. � __ .. -.... f' ,._ -__,._. �k S t i� a .. E ±'rtj > ,r� r n.t...t lla.. .ti•', - ,jt}., .,. .iZr7c>+ss•e:xzrs-'_._ _.._._._...... .,, .r _.�__ ,r. o 1+ •' ,,r ?�r�t,p t rs ti+1t.�t it�tt4 � �� . _sw« � F �. o •1 :n.:i .. , r r R N t'1 aF ,. .. .,r t N ✓ ,I W QUALITY IT 0 1 112.20 , i Ff't.i ;,� r ' ' WATER QUAL UN 12.50 - , .i._ _w. <,r,•,.` AREA DRAIN DMH7 u . t !r�alrit* 113.30, 113.60 w1 _ __ - F rl-y _.� r, �,w _ ..,«.w�__�A :x,_ ,( I 1 2 RIM=112.80 ' j` �VER BRcik� ; -� _ t' -- `Mw Y / t ' R --- ' INV x�`) 1 Q e- IN(x0 FLARED END SECTION RIM tl 2.65 4 i 2a'r Ht)r't" _w �'" _._. _....._._ C, ?,%. °r• .� .F}'; , i / � 1 t ,�r/•.n YS� i I 113.30- wa � �,� BUT=119.1? «. k09.03 ___ �;._.�-..� G ,.,Y ; f.V I1.?:ire r� ;' �'�` `� I ; f l `�i 0UT�1�b8.93 - 1 i"q): 107.4; ' _..- r - 5"H . DPE t I .._-.--- I (21�� t �, 43LF,1 DRAIN LINE Ot 83LF,1 "HDPE ,. _- �# pF7E _.._w__... _.. �_, 1 _ , _..------ 24 .H CIT .G t !t l t I.;r_-_......__----� :..,_ I _�._ ._1� % I S=0:50% S4 1.00% -- i� F .E. " � -w. a�_.... --- r� - ..• -----� 1 e.�` 1 I3,�' . , RIPRAP OUTFACE ..•+'-- w.rs.s. ,..r•C-,v„ .^^�-5--.,.".'.,},''_-- -_,w,..S "-Sr'�' ,_'^-r'_�I,-�av'i_e` - C' _ r-_ar•-,re.- 6 f`o-♦ti-.-'-�•_,r'r �+w.✓'�'-+� ; `�,i l -`•. BC=1 13.35 , --GA 3 0� BC_=113.25 _ BC=1.1_3.45 „..�_,�,. $ HEADWALL '•'_�� - / � 1 + Y � "✓.f777.T3•l'1J77TS✓7F,'. /J' l,lJ%��'_,%i� p �...___.-�� !f � :•iii:+1__" � € �+ rv,�_,.ww....._._--• x --_•t••. __ { 7 '1 � .�rrrrrr�T�r�is.�*�;rr. � r� �'�•'�' ��'x•�:`.rn�rnr,�rrrrrr�i��i��'✓�ii 1 0' CONTOUR i �• , i � I S' i'k}yP;t� ity "1 ed'y t t is (.4+{i t Mggt (� , .fc 3iEf'kr t (i(+ 11 3.1 Q 7 '� .�'- r.r:. .\ ��, ; '.��•• � •. � r �. � { � �r�; � �l�' Y�?(.,1,,.�ilrP�A��, '�kl ><?; li '��j yµ,,tl�, [`�.�., '�. R = 2' CONTOUR 2560 (. S 1• P t i°. ! -}3 ij eoa� ,r tis B3 i � - : � '= t� k' '�'- �� , ,��',+ ��;, � .. � j � �,'�_.. :..� ;t(f. - -'•�., � � � IM i 13.35 - . 3 _ k .• „+' �?� ^,•: ' �- ,+ f r nti , kr; � • _ t.�•1 n>~.... i i j`} , ..first >< I OUT-109.23 i - ,:it 1 6 1?i t`� it :Y(2` 42{a'•t .ie?(i!o��•(it:�:n;..0(k:,ri, ,.. F f .� �1'!! '6 sfi I 7 , i' I� (' , 3.} i.l •:l:r:: r5+> '---""�''_'_...t -_"__ r , SPOT GRADE x 2560.00 ' � ,J fir. r.3•, �,, l l ;,.!S rr�:}..• ,�F v:, a�I u ,i.'Y��.. 5. �,�, '�' � ( _':_ ..�� "•, � _.� 1r c «_� 7LF,12 HDPE i -y BC-113.25 -� ^ . rc « k i .1, VV' ��, �� t� � 1,,, 4 ;U �•� ..,•:a BC-113.35 � E ' � � t k s t 4 r? q r � .,.tint;,.;u ,r ,J,�r (- i :rF �i ( - ( 6 �,: '•t:,.i (}:. -k.,,,Est /�` / O S 5.00% 6 P/��fL ''S RUST 11 t ,H 114.90 ( � ,� ' t; � ', sF �, f:`,:• �t(t� l«'�i,r: t "`� „ �� ca _ INFILTRATION SYSTEM 1.7 .r16.��I Y �rY,A.:3i y� "'l • .nip >�>( tE.,.l(��t ��3�e ',r•.r., ,t. , 1.rGt c 6." T-4 J' �'. ( !{y-� . .� It' .(k x ( t. S' 'b'• :E .(.,. .,r-�., a§', -, :. •,'s °0°0° k"':•:1„i_ ,i ,S � Mi.,, .k,. .�;..ii..r � � � '�6 i 3 - + i y .nr .�. I.1.! rv, •,.•o.f -7q !a'i "{. ., ei!k � \ tr t '• •I r' .t, 4• l,.l ar r:t `tr 4_ + /.c� r F: .i , �•r , ,--a .i k ', s. .. .. r_ F r.: - •, � i' .tit,. .��'r..i i p �7 p yq7� 7C /S.. Y'f -.•! �..,�. � �,. ..;•r .,.i'1.:., _t7�s.. i'.. ;i 11..i,�.!:,-`:k�•r.!rve..,,.1, ii-,i.-.r:..u« .,A' $t 1 'l P t ff yy f�7 _"...J1�}�j tip. �,.c�, .� _J ., • ., ° ! r7, , i i ,i �� it is i 'w' - t li;ir�_ii (,�r t s lrt(ti'il'lit�,(n, a,�d:ari•' , li3tik.•�Y.. ,£ �._.t . / D !1.: �•'•� ftI i r'i . if INFILTRATION PIPE i31 I i� u, 1 i..�„ ,.,{ / i��"b- h ' 1Y' P b ci kr if'('t:b d b PE ...,,.y o �,• ....r ( k h �I' tl 4 i _ ?,fr i {f i ••r'>J• I 1 rm a k' i 1 "'i� i Y t J r' '_` ••._. .�. �, ;( '. }. I[i i , tl h � u2 ! ., i''. ,ry (' , /I -�kt�•_pp��}}--pp��{�� .fi•..:f:-- � t c�' 3 � -I fi tL ki� i i'+H : ••t'• ✓_ ,. �, y, DETENTION PIPE '>�'u..��?:.i��-.�I.• '� ;� •• � �t;.k{! g,I:� � b� � �. t� ,�'•I°:� �` i � i�.. i� ! 1.• ..._�:- �' i �� REALTY Li.v �l� � •••.2�:P,, / r "!' }` i F i - t' 3•:'a.' d :+' � nG .tt P '(6� � �I:c ,�>�r„ •D, (� R l t.; � � , 'S t r, 7^- I i tit f i , f •,. t f i t 'i ' •i+' 1 k t ... .. •r .f Ta.�$.� t :, �a+ t t t i �1 i� l � � � z �i t..r�ww� • 1 k�' s i n � r {�h� t4 �t UND RDRAIN ( � , : 'I' •'�'• r ; r'• i ( ' � v� '"n :} � ,t ',k `k` • , � � 'I �r �, � �'t ' Ilk;t ' ��t,}'s :'��' � /� �._� ' i� t �'�r s• r M UD- RIM f1 � 4 r 1 ,1 J p t i�' F t.� s i, ,kt• -�� •r T! 1 - FLOW DIRECTION 1 '-, M 113.45 i i r f' 3 OUT'. � (: `� •' i,,.lr ' •G' c x+' I �u• � i i i NNN y; _.: a < ,. :.' ;. �4• '-, ''.�$„ .fir' •�9 F , t ( � ' ,' ,.�p � f � i k } � IN x2)-108.88 3LF . HtSp I ! + f i ' �. �•. y h i =r t ; .�4.:. ,•; ` • GRAVEL ti� S iS: }. � r �Y r t � �y.(. {{i�F ��i'i �}' tlr rLi (� 'j ��' (� • n•+ q, � ( BUT_1 Q8.78 ? x ( I 1. , a I t f � i t�� r ,-..>: � �. •� :•• E � ,�.• (t� ti, ( ,'103LF,15 HDPE 41 ,�5 rt� F •'4 I' 11I11`8 'I� {{ 'i Y•r �: fi€• i t {� 1 i, - �° ! 50 0 4 w.a� ^'; 2 i + i is t„ ,6'}47 ti '�' �r 'i '+4 i:Y. t:r'� � --► 't � 1 ��(,. ( M pit 1'30!�-N CB '�Qr � RL ON M. CA T � �E k t r �_ E i d' .•• ,i I' r: g. ' i. rig "i , ,u �i t� rl. ,� IN(CB � � '� 'a 1 r a 1" ( ) a, ( ;� ,r � u t r, UINN w at Q 1 • r ) t !F, •I yy t' i^ � fh Y r ' i t I CORRIDOR r r•'ICI , �` i 0 t ;� ,t.� i • CIVIL ti�, C .�' yy t 3.� �• i t •i� it '�� RIM=i r 6i b � � .'� " rt ,�: c� 1( 13.35 i t �; I r1� s � ir � i �, s�6 i,t. r 4 i ,t , er a 1 i Hr �i k tt r�i 5 1� •� 923 a. ICI r: L '.r S 4 � I TRt k � OUT-- 9 1= F� 10 .57 C:I" ;��, °� k t �� p � F'I 'o , i t• � �, b F � �H r1 r7r• 1.:, •'r� i 'r::• I� �' , �! q' , 3k' s s (: �i 4. •N •r' L-I ��k., ,_,....•_ „_ ,,. �?� � I, �` :,�; (i i .,� ,: r�:I= 1, ,� .� I �'"• I x i 26LF,12 HDPE �116 • C .6 T lv t ,'.' 9 '�' � ' ;. n y,' d, k�y •i r ar .. ,. !i � H A. -�L ? � ✓ � N�E C�I T I rmr7 , y<.: � _ .t R� •.;i �{ F t`• ter,,' .k r ! s ,.u�,3t ��r ,:: F.t �,tl y 1� f 5=5.00% �i�IL7V'�i 5 �'•9 � -" ... , ,. '� ,... 1. i }.: �0. ,x 'S .L.lf• � ��1'� 1 l'" �'� ..,. �*� 6 F.......................-.......�In..w•_..OEY Wr^•"'_„_:•"_.,,, . �� a' I OVER h" t � I 's�l sTR I� l RIM � 1 � } � - - � - • � �. . '� -. y y{ gg IN i 7t 8+0� i -� '.y� . - .. . '� � a �t .• �,• .,1• � r �. d;, tt� t, �(. , rpin 'a• PROFESSIONAL ENGINEER FOR • a , � �• 63e f N, , }> R ,r � r, :. �, ,.ji�.. ,7„p - ,,•., �C t,fi: ..tn: r, ,a.;. 1 a I a ts, i. i'-+ - i u:. (k 'L 1 .r, ,t° u, i i OUT 1 `.�� w ,} ' , � f _ ' k' k ,,:� F. � i � ';" � •� ALLEN MAJOR ASSOCIATES INC. 16, i� x � i � ? � � ' s �s t�'' � '.t r+ k s. (.�t�..•� �, t t , �? � ,II,� t � y,k,i�}I 4 5YJ", f ✓ �� f t� .3 'r ,. � �. t�• ' -7; (�; 'f { , ; I�;r�.; i i u;h �x •.',! � .i3 � ,., i �1 , � � I I`' l k "�r 4. S( r4 a ( ' p,• ;: % { it I l t 'N 'tt ! t r I�' ['l '.'Y I�• l F'? .iC� t L I r l 1 I qq t a, h+ , 3 t ' 1 k !N {I ..4 .n S't• t a A �\ r tit•fir ,E• i �f s I r 1 f t h v r �# k ,G I I 'i � u., iri t • u.. y � ra �s 7 t t ( n• � E. -- ;•fir �� { i B ,r : s , t t ( , 9 ! . ,i „� n -,. .r. .; .,,. t. ..3 t.. n....o.. ti c .,.�'„� �; . . a r ,�;la .t o ,. •., !l9� S ! y. � � ( ,,..r_....1-._.. s`r �.► i i( t. a � �:' 'I 3' ;i �;I � t � 4 •k•t:�`, t _� � �•. {., r � ._.... :..�...._..._. ._. i � - t •' X 0 i . , , � .. e: l F .�'. � •.^��. +71 +'.' ':. .. .. ' ii "' :� ,� °t r , .,k � � ...i_--.,. (f"_'1....,.. � ^'1'_'�_.�.._..,��.. � ,r -..i 3 , ,, : S - ( k t f I _ lf. - ! '' ii 0 i :, +:.•�' k f ! i e 1 fi ri ' i „ k �� '"'^+ 5 •- -,.t.,`..._.- BOTTOM OF STON .85 ivi ., _ ,±k I: k.. , .., .• 1- _ „ , 1 � �ra•1 { k , '�!` ✓ Fs 1� 'r P i TrE �� J ti3 ''�''i' ::, f•.+ .f�• .:t'� .t � �' ,. _.yP � 'i� 'i s •J d L�.E�� '�..k. ,�••i �Y 2 t r" t UNDERDRAIN INVERT' ( _ : ,._ � s . . ., 1 . , ' .,, ,.i , , ; .r. �`,,• i, � ,��.: .f;� �, f 1 � i I � ..i \ I � i , �• r I �; ,:� IU ��,!; Gj, �; �^+.,.,�•„_ ' 1 i - - I` , , .« .. is • ;. !, i„ .. ,tI �i �1 �l :. ' '{ !i S, ,.I,q, :!. •i , ' .. .: d, ( I•. : W�"_�..,. = ( , PIPE INVER�� t �,, ,. �, i t�' r�M �'� .,� . � .i , �,,, _ �.' � r. ✓ I TC-116.65 .;.� ._a+ Aso � �� } � ', , ' } � � ( ��: .,:. ',. tk� t �� ` � .. __. - � �. X � }' .I ' � � 'it .�.t : �'. , a, �' _ �_ if, BC 116.15 's TOP��"�SF_�ONE� � � �- i • � ��' i� f � p - i I �• C COMMENTS � k R S D PER I'1'1(12 EVI E 2� 2019-09- - k f f ar 1 t�� +'„n'fl;:!Ik' :�:. �,. t i .'s �`' , h w, C v k t ( i fkit��l�fi+lE�� BARRI / � r `� .� :c', �- r- 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT ,'.' i I mo. 5 r...f:�F-j 12.•?6 113.85 �: UNDEK�",L)RA IV a ��P .� r. ,e t r t_!t d 3- 1 f?- .1 r „i" � RE V DATE DESCRIPTION TOTAL 0 = : t l _s 1 13.85 ST RAG p .k � • � � <' tI.GCC!/.i 5:deae'.!Lw t;f:::;�.a�:�all..:•LCr..t:1.1.1 Y,I,,SI�'C.: ,,..PLII r:'�r.•..., w- 1 � i '' i '':fr.G..�.1,r,LF.....,[ll 1'l...a.l.:...I..fLI r,CS(, ✓ � � I k ' X �! f :wCtll.ezllLtlL<Ll1tLLfIILPC!✓1JLILL!/ :(.fLLFtLl/1✓1 .,!ldC'/.'Gl4e,.t<Lfl<fClCflleu:ClLfllll-t//..LGdfllf.Cll1::1f<Gca !ti:tlllCla [L.G(1/LL'. " j c I/�f�[ i , \ r r,,._,.--....'a- _.- ._.. ( r+� - � ' i ? I ! k I f I r'' „! ''� ��=Z_ 3:1f�D SLJ �-,( p.... - - - -- --- --- --` € : I g § D D 1 13.9 Q ',i _ i, i 1 _' 'F ti t, ...,s ;��, APPLIGAN110WNER: _ t t "t'�....... ;�aF�HEE TrC-10 JR �- - on IN 0 Is ra l _ -- --- , «. , t �I i / .,,\ I � , I �� LIFE STO RAG E r v7 3 ' t i l w- ' X' - -.� -�. - .� .- �}'k.i r ,yi f a. 1 ( I { I l �, f f,.• i 1 ...r� ��rL.clt c_.s�1 �; i -- 113.90 i 1 5 p , , i�} ,�, ,� - 6467 MAIN STREET G�B11 �,, ; � \ x`' �.113.5 f _'� -- 1 •', , 1 14.Q0 i �'t � i '� a. � t � � ' �. i RIM-113.35 `� 113.9Q - '-- - -'- -' ,, _ '_, ouT=110.30 . - - _ ; ' ' WILLIAMSVILLE NY 14221 1141141 t1 4 _ __._ , . «. __L_. _. .,_ w ( 1 14 QQ >< 80LF.12 HDPE s z �. ._.. ,,, � �. _ .. r w ___ ..:;: *A.,• '".�'� ... �-". ��~ ,,.. 114.00 ��, t `1 ` r;.?tJr„ ��t � `r k � � �'`� � . __ .. ;•� q ,tt.. 113 - . _._ _-.__._ ..�.._.. ......... ��.r.. k� ....w " - - PROJECT': ✓ LIFE STORAGE. EXISTING DMH4 ; h, ;: ( F r;, ,, raw` BC= 16 ;>:-. INV=106..12(OUT) RIM=113.35 E �,<<,,,� � . ;t,, ,,. r��1F ."�t •j DMH1Q/ ny. CeST d .r �i -t RIM=113.7 ,F,tf,! k 4 � LEVEL PERF. PVC ui .. �r,�; ,��,� � ��- ' REDEVELOPMENT RIM=113.45 ��. �u ( I Y RIM=, : �5" t IN TEE �' t �k: T=109.45 I UNDERDRAIN, - y 1 t i�'If T5 $5 OCS1-6 0 r - IN(CB6)=h'49.20 CONNECT ( 1'l f9 0 r,�..,.F GC1 �T r it ," ' UST RIM=113.55 ,j' •� OUT=110.48 IN jk' h� t i+Sty t EXISTING 4"PVC IN(CB7)=94�t)8, •5'r-','�,6LF,12"HDPE INV.=112.0 EXISTING 43 5 HIGHLAND AVENUE \ti ( ' .' a r -!- 84LF 12 HDPE ( .Q�r .� t; " CONVERT EXISTING CATCFF` 1SI1�1 IN(x2)=146.85 _ OU1'- '$, �} DRAIN PIPE T�0 IN(DMH4)=108.15 S=5.00% 102LF,4 PVC(PERF) RETAINING WALL " i s-2.00% " I SALEM, MA TO GRAIN MANHOLE. CONTRA�6�'QC� � ' 9LF,24 HDPE UNDERDI�AIN ti, 55LF,12 HDPE PROPOSED Cl3fi OUT=108.05 S=0.00% TO CLEAN OUT. STRUCTURE l : S=.1.10% IN(x2)=107.50 5=1.00% tt 4LF,12"HDPE ` TO REMAIN VERIFY INVERT TO OUTFALI_ PRIOR,\\� DET.SYS.(247) BOTT -OF,. CB6 t S=5.00% TO CONSTRUCTION. \ WEIR=110.45 UNDER IN INVERT=106.85 RIM=113.35 GRAVEL AREA; i PROJECT NO. 2570-01 DATE: 06/25/2019 �� ABOVE UNDERDRAIN o RIM=112.00f �� GC4 4"ORIFICE=106.75 PIPE INVERT=107.60 IN(EX.4'�=110.20 4"x4"x4" PVC TEE I 1 " TOP OF STONE=111.85 OUT=109.35 AREA=300t S.F. INV.(IN/OUT)=112.00 SCALE: 1'-20' DWG.NAME: 02570-01 IN=106.50 y� � 6 ORIFICE=108.45 OUT=1'06.75' 20OLF OF 36"PIPE W/ 3LF,12"HDPE 6LF, 4"0 SOLID PVC f Z ` WETLAND LINE a IMPERMEABLE BARRIER & 6" S=5.00% S=5.00% i DESIGNED BY: SJL/BES CHECKED BY: CMQ 5LF,24 HDPE l o �, TOTAL STORAGE=2,967 C.F. GC,5 NOTES: Q GC8 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN GCs GC9 APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY • p THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE o THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, I. � GC7 AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEN & MAJOR MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE N AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ASSOCIATES, INC. (j civil & structural engineering ♦ land surveying . 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & environmental consulting ♦ landscape architecture Z MAJOR ASSOCIATES, INC. ITS INTENDED USE IS TO PROVIDE INFORMATION. ANY w w w . a 1 1 e n m a j o r . c o m ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT 100 COMMERCE WAY, SUITE 5 j THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS WOBURN MA 01801 v STRICTLY PROHIBITED. TEL: (781) 935.6889 i FAX: (781) 935-2896 Z 3. THE CONTRACTOR SHALL' CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE DIGSAFE: 1-800-344-7233 i PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC v o SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE BENCHMARK SUMMARY MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR } OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL OI TBM# 17ESCRIPTION ELEV. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC �• GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND HYDRANT FLANGE BOLT SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF �.. OVER MAIN OPENING 119.51 20 0 10 20 40 so ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. �{ +� DRAWING TITLE: SHEET No. W BEFORE YOU DIG © RAILROAD UP# 15 9E 113.61 o CALL 81.1 OR a 1-888-DIG-SAFE � ( IN FEET ) 1 inch = 20 Ft. GRADING & DRAINAGE PLAN C-103 1-888-344-7233 z . Copgight02019Allen&MajorAssoeiates,Inc, All R1ghts Reserved - . �111.1 1. I 1.11.11 . .:.. . I .1.I .�: ..� �_ _.... .. ",.",I 1.I.. I �:]:i.::..:.::_�::: I � I.... .:::.:....:::.:.. :::, � I . I I I I I 11.11, I I. , I .1 2.:...ma....,i�:: . :�.:::,�r� �:��:�:��:�:��!��:�l��..�:�,�:*:::�'i�I I - . .::... :..:.:.I.,,:::.I I... 11: , �. I� � I .1 11 I . . �� I � :: :: : ..."�"...,......I ., ,1�:.:.�.!.]. .I... I "I . . I .I I I. I q.:I I 11 I : _ . .I I"I"I 1: ::::::. '':. I I ,:::1�� 1- _:,;� ,'I, I...... . .. I%'. _ 1. ��.I I.:: � I I .I I I I. I I 11 11 :... . - - : I.. . I 11 . I . �.�. I I 11 I I � I I I I . *1 I - : :,:.:; :::::::::::::�:::.,:::��.:,:,:�::::�::. �..�:� .. . � � .. � I.. . I.:��::��,i��:�,i��:�:!.:: ,::��i:��;�:�i�i::,-` 7 .�.. .._ ::.:�::,:::�.��: ,'.� : : �, . � : I ;; 11 ..I. I I: 11 I 1.� . I.. ....I � .1 .. I 11 . � I .. I I I I I .�: �.... ....�� I � I : . m I I I . . � I . . I I I :... I I . . : �:_�,::.''..'''..."..,I.- ,- .�� I',— �:�:��m�:i:�i�]��i�.��:;��:�:��:�:: F ..:: ,:::::.::.,.�. I.1.1.. . I . :�I.,. I:.�:i:: :_ ,�� *��i:��!�� :�,:,::�:::.,1 4 1 � . : : . I � �p I . I I I �. .� ... I � I ..... : : - �� I I � . 1.1. I: :: I �� : . ..1. �!�:�1!�;il-*��_ , :.:I. , I I . 11 . 1 :::.::::::..:�:!;:!�: �� * � . 71� ,,,:,.. �: ��: ... .I .�... . I ::: :. ,_ ::: � � � . , :::! . �. .1 -1 -:,,: :.::�,:.. ... ...''... .11, . . �� .: I ��. I'll, .1 I I � �� I I � I I I I . , ,.,. :::::_:::;..: �:!: __��:,, I ,�:I.Irl, :, ...' .. . . 1.11 �. : : � .: i I .. I I , t_ I _ .. 1. ..:::.::: , . I I � � : . . � �...''I I—... : ::,: :,:.. I . . b -��i::;:� .1 . ...''.1 I I I_.I I 1. � , I I �.. � , i::,: . :.,.:,.:::. _ :�: �. I � � . 1 1. I �� I I I'll, ....... .:::...:, ::::.::.1:::�:p:� .::..b, .._.�::;�:��:�:��i�.::�::��;�:�,�:� .1 . . . . �I I..I I. � I � .. : � 1� I �. j�j� :. . ...:.: . .........I - I.1 1 .."I. . I �I I I 1 I.. . . ... -.11 I I �1....'..I... ��.- . - I � I ...� � I .1 � w I . I :�.,,, I � I I I I., .11.1: 11.1 ;. .. I.... I...... .1:.::.:_� �., �.,� .11 � . ..1 .1; I ..I. I � �. I . . I ,�, . � . . .1 . , -1�1. I I. I..''.......111..�...� ...." �..,I 1. � ��I I .� . .1. I �I I I � 1. I I I., 1. 11.1 . .. . . : ,.��:��i,��!,��i��i�ll:�:��,� -�� ::��:::i��:��:�:,..�l�i:�:�:::�::��i:�:,i::!!:�:::;.: I.I I . I :, . .1:..,'::.:..::,:.z . .1. ,.....,....... ., .. .� .. : ::: ..I.I 1. : . .1 I , .1. . . , .1:.. �� ,.: � .:, 1: ..",...I..., 1. . 1 I., I � I I � I � . I I.I I .I I.: I.I I. .I� . . I I . .:.I I I-.:,I: , , . :�::.,:.1 . I , .,, I I I � I I.I. 1, �.I � . � I ,:11 _:.:., � '. - ::._ . :x I ,,:: � ::.: .. � I I . , .11, I I . I . . I �.. ., . � .I I I 11 . . . .I I,I I.�.. I -. I. .1 I .1: 4:::::4.::."I I ,: ..1.I.1 � I I I I I I I.I I.. ._1..1.I I I. .�,. : I, . . 11 . . I I I .. .... ..I .1� .�I 1. -. I 1. : �. ,%i ::: I , .. I.. , I.I .:,�.:., ,."".: � . � 1 I I � I I I I I , . I � . - . I o I .I . .i, I:_:.::�.,:,:,,:.,,:,, . :� _1 .-.-....I��.� I .I ,. : - I I .1 I I . I I I I . . I I I � I I� I I 11 I I I I �: . . - . � w - I �I . . � '. . � �. 1.� : , �� I I I I�. ., I I 11 11 .: I. � 11 .'11.i.:. ,� , , '.. ,,,,- �':�,�-, � I'.��,., , I 1:11.:11"'' � I . I I � . . I . . . � � �. � � .I I .1 I �.1 .: :_:..::,�::, __ ��, ,::�:" :;�, ,::: :]: :��,��_',,::�,. i:::..::�:,:'.�.,�, � 7� . � 1". � .. �I. � .1 I I I 11 I I � . ..�. _ .1 �� .. ,I I.I I I I I . . � ...... . � I ,. . � :- .. 1 � ..I I I I . . � . �. ..., p ....1 I - 11 ..:1 ...."�...��. 4::�:.:::, :::� .i .. ;:1,; .,::" :: .:� ::,-�::�::..... ,.�... ....., :_�z:: :.. ,:':::�:.,.:�,:� I �.,� 11 :: . :.. , .I. ....... :...", � � I . . �� I . � ..I.I. � I I I I � .I�. ...,. I :�i ..I I I I I �............�............ . . . � � I .I .,.::: � I I�.I I I I.�.I..I,. q�:i:.:.:I:: . ..,,� .�.........I I�..I...:- I I I �I.. ..I I I � . I . . . I . � �I I.. I �, .,I i,;I,i4��.,i� ., , .. . . � I :I I I. .I -:..., w:�i!.:...... ,�:,::::,:::,. ��.�.:� I I.I I I. ..... .I.�: .� I I �. I I I ..: .�,..I I 11 � I . I..I I: , :. I : :: ,* [ � � � I I.I I.I,I... .�;.:..::., ��.::::!::.:::1:: I I �. :,, 1 4 - . I I . I: . ....1.,�I �..�.I..I : ,.,'.:::::: ..I.I ,'.I . I...I. � � I I . 111, -;. I . I I . .�. I I I I�:::::.:;:::�:�: :.- 4�,:,�..:i I ... I 1.1. .. ,:: :: ) �': ,�1 \I I . I ''I .11 .11. I—: � . . . �: : � : . I.,�.1.��... I—.1. * I .�. ......I... 1��,Tlp� I � I I �. 1 ..... ...... I I I I I I � � I I . I 1.4!3 I .I�.I .:..��,:.:..�;::. v, :::,:�'-.I:':,I:I. 11 q m.. .,..� : ,,�:::�,* .�.:"�,4, , ..I ..:::::,:*: q ,. K'D;j, . . � � . I I � 11 /: I I I I I.., . I...: :._._....__ . .. I QN . .1 I I .. .11 � .1. . ..... .1 .11 i", :. _� I I � I I . .. . __1... .I.::.1 1� ��. I I - � . I ,�� . *,:�'.,�, :, : :.i ::::.:::�:::. ::::.::,:_:�:. . .%"�. , .. ...,I I ..1, � I . ''I''. I .1.1 _ . � I I I "'p, 1. , . I I I � . 11.1 I � . . .1 I 1. � � �: .,:::. ,:. ..: ':1. ,:� � . . . I . : , I 1; I � � �� . I., . 01,,i4 :, �i:��:�:.�� ...I I I �� .I—— . I . I . I I I � I I � I: I . � , I �Iz ::.::: I I . . I � , � 11 I..�� I ........I... _16 i, V , . I : � . I ;_...� I. ..: �. I 11 , �. . I I . I � " � I . � �� . 11 I -1 �:, � I K - . I � I .I .I �..... I ,, t I. ..�. � I �...... -.1-1 I�. ` I I I . I 1, ,�I .I.. ,....I, � . � I �. I .. : :: . :,:, .. I ,. /�, �. �. I. I. . .� I � I �� I I I 4 7-t I I 111.I :, . . � ,- - .I � : :::: _� . _�K__�.;�i.��W w�_-�-_V,i__�___.�V_ , I--- I'll MEY ---..-.- I I I I. ::,. :: : .:.::I .�,7_.,_�, � _,�_L'ZiJl. L.��:-,;�_-_I.�,.-,-4,�01 I , � �.... . , I 140 9 I . �I � �. �� . . �I .1. 11.1 -�. � , - I" ,�i 11 _ '' _Ikll I.,_- _-j-r___--,_-_ ___ I . ..:�_:Z�;-:. , �. I. . I I I.....:.,11 .::.1.�:.:...:I..... .�.,:.... . 1. � I .11:� - .. �� .�....... I . .. - .: I I .. . I 1� I I � I ... : I1� � I I .. I. I..1. . � I� �� . �: � I..I 1. .I I. :q:. . .. ,", .,.1:11..: ...1.1 ...11, . �I I... .I I I I . I I I I I. I. . T'Map6s . . I I �. I -______-__1_______� I �I I.11, I 11 I I I I 1. � ...,��;_�...I I_ _. 7 11 : . �'! /, . I . 1. I I . � �: :.:::..:...� 11 ...".11,I ,, �. I I I I . I. I . I. I .- - -, "r -- - It' �...:, ,��, �::��:� ,. .._:�.��' .1 I �m rx 6* trutr, , I I .:::.:. _ I... . 4 "..11-- ":, � : I . 111. ,; . , :: I 11 � I .1 11 1 . 11 �, � .11 I I 1::::'�::_:.. _:. ... ._;4_.,4��11 �.:�: � :� ��:�:�:�.� 11 I o - 1. � I I � I .�I I . ..... .:.:::::::.�:::......�... _. I... .1...I 1..11 ':,,: � 'I, .�:*.:.:..:.:�.�.I.,,.. �, , , , - , , I I . 1.I I . .� . . . �I i �I..� I I I I 11 I ee I I \ V. I I . � : I �I..I: .�. .... .... . I , .I. -: . I.I I. I ., I I I " � I I I I . . . I� I I �. I I I.I� . I .��I� ,,4' ,�� .� � 11�....141 �I�I.I.%... , I.� . I i . I I I .: i:::::.::: � ..I,...I� ,��,, "::::::�:i-,:�"."�,,�;:!:7-:::. :::;:: r , � , , . ::.... � . I I � I I �� . � 1. � I I ... ...". '1At,',V It- :..I �::,:::: :,� Is I �....,,, , ,., I...., 111. I.... � - :: � . \ 0 . , ., � C11111C.M.: 10.1�!il'_ � I I I:i �.: .. ��:1 ��:�:�:�:'RF _ �v - �_CuTx� 0�!�CAP EXISTING 1 . I 11.....�..I I \ 111. . ..: 1. I I ..I ,Fl .. � I I I . i I ��i :..",� , :: ::...:_, ��, ., , .r I I I I I....., "... I .11 6" WATER� CATE. CONNECT �. . I I I . ::, i 1. .1 �:_:__ I .� �:::��.:'_ ,,, �, , q �. � ,:.il , I I I 1.I.. . " I I i I . '!, I I il I i . . . I � . . I . � q , " � , I .. � .I .1 I . 11 . *: , .�. :::__ -��mi, :�,'_........- _:_ , ': .. :. .. : I '. I I . � , :� �::, .1 I I 11.1 .1 I . I � I 11 I "_Y:._, .� ,_.. ��.,.:.�.:�;.�;;��:��i��) ',.�-��:�'�� _:�\',,�. I I I .� -6 . ...-..�.�-.,---"-*aL^,--:t-,z=='Z=�=,�;,.;:a=-=Ruls m �. I �..1. . - .1 ..1� ..::::._� - .. -, I . :: . \ , Z . � � 1� ..I I I I I :::..:. : * ...I.. :...:��.:::::�: .I I . ....,I 11 :WATER,':-SEWCE PER CITY1 OF .� . I �, To EXISTING _P I'. I . _==__1;;=__--r:�,_;=- . 1 �. I � I _:q ,::.:::::...:: ..., ....� I ... - I � . .� . . . � � I . I . :..."I � _ I 1. .. � '� , � n _ -T.,I"" , it 1Iz11v_.*. - � . � I � I , �.....-�"\� I -_ - . . `_ . 111. . .. : ..1 11 �. 1. .:� �..:: I � I - . . .I AN" V` 96' �, ....:::,�': ,�:,:�,: , r= I...1 :. � :, � _;_ii V." *� .:_, w _ �. . ,.b_111--- --xr_ _lr..--.-% 1. m_-.4- . I . ip , � R,,�,pqy, " � .: . : I � � :: ......I 11 ,, � == I I I - . .1- , � _: ,:L _ _:..::_�: � 1 'm�,. '.�.��b E M--,t-STA N DAR M�.�x t,- 1.-.2 - - � , V - i , %, � - - N � .11 . I . I . I . . I �� , �X �,--. I I � , - I I I :I 1� , _ _ I . 1.11 ''. 4: _____ 2M ,,----'A---.- �. I; I - .. : Ize _ .=4� _ 0_�� . ma I I I I I � z _1� =5=- E-2, 0-_A= ==x=:_-z___ - I ,� ,! C I .. I I . . � 1 ' 'I : I � -V� I - I . _mxtm�_��_ "==" - I-qml, 11 A. I I � I 11� _61 I � , 01, .. I i ,:: �. � Am==tm�- 111"Itbw=" I 1. I . � . I I � I I .: : , . . .;:� , I I .- - -- I I 11 11 I 11 � I I I . � I -YX 1, 3140,T('�AIL I : i q I , I . I � ." � I � .1 I -,; .. .�, 11. I � �� I . � I I � I � : L�E 41 1 1 , I .� 1! I 1 .I I , 11 � I I J�'j � � I I I 1, , .,.":....:........_... ......:_:�:� ;. F:.:�..... lf. :, I� I :.� 04- I I. . I . I � � ,... . � . �� I � . I _ ...� I .�� , :,�:,:...:�.:x.::. ��.. . .11, I _1 I- 1. . . I I : � ::,- , I _�_ . : 'IN . I � t ,A, n�4�i ,, \ , .... . .. I I .1 I I . I I . . I 11 ,. � I I I-:...... .. . :::�:,� . � > . : : ,, . I � � 1:��. . .::., �'. ..... . __... .. V. I I . , I: . I �. �.�� - 9j, . .I:_ . I..1.. . �. � � .4. 1 1 � � I I 1. I � . . �� I � . , ::�. :. . � � . . . � -��1,;,�.,,� . � . � . - 1, I I -11 . 1�1.�� . .. I I � I I 11 I I � ,. , ...." , -0 , ., ru ::�� ,��.?��::".I I I... :q�:.:�.:..'::::: �:.. . . �� . I . 11 �. I t� I � - I I I . ::.. � I I :::,I � � . . , .� .. ." �I -.11.1....11....: . I ,.;,,� :�:� � , .: , ,,.... : I— .. . .1 . I � -'. I . I I... � . 11 .. .1. I ;4�qJ�;:::��I i..�, , 11, ...I.. � 1. I � � 11 � I I I N, I .1". � . ... � .. . II I .1 , . ..:1::.......i.:: �. . ��-o�-_ :', 1.11 I .. �. ., 11 I I..1. . �_......_ .1. .11... . I I I I ... I I � I _�:,:::.::::.i:..I... .1 . I 11 I . 11 1. . , QA I I . '.. i.. 1,1:1:,:..:.1:.::i:]!!I j-�: ;:��:�. I I I I 11 . .. . I � . I .I I..:� ...I. . ......'' - .:I I i 11 I . . . . I � I � I . �.� "-1. I ]��]::�]�� . ,:.::::, :i -V I ' I I I I I I . I I :i,;:: ::.1 111.1, �,.� .", , , � ��_ I......I I . I . � I I : ..11.._:: "Al ,,�1:.;�:�.1;7 .'' , . '. li;6.5c�,O� . :�.:.:__!, I.,".-. ji,4 . r :: _ .. 11 I 11 ENUE - I 1 . . I I .1. I I I . �. I.''..�.:::- ,:":..�.��, -.�.1, �� i� �'. e I I' ll..- ". 11 . . �. �,�,,M-w_, mw�m" .x I I.. I I 1.11 � -_ , ..., , ": �..... --� , . . 11 I I 11 �I. ��4:---��, _�� .I I .. . .gm=.,r_,wmq,"-'Am-I--,-,mrm-4 1 �, ,-;-�� ..__;..;�j.:.,: �Y�:;� .1 N ' N�D A � I 1 ___.. ._1 ...I . . I :. . ..1 .. � �: .,��:, ,.�. .:,�l .:: ,� : :::, .:.:.:.,::Ii..::......:.::: ::, :.......... � I �I 1. 11 :_ . I �� I iw- . 1, I , � I .. 1.1.11 . .:. �.. ,�� ::� ..:_ id � ,. � '' k\, a�� __ I qo�l 'it,HI-li�5HLA, I/ - - '11, I � . . I 1. ... .7 . 11_., : �� x .. 1. I N. � _� ,".tt�w� � � . V . 11 1. . I I I � I � � ---T,T,w0--_-_-_.. ::::::_. ,:�18.g,� 71": !I, I.. _ _t �. 1 ___4___� .,� ) , 1 _: 11 . I : - 1 .11 \ ', � . : . I .. . 11 ... I � , , � I I � .:_ 11 . 1. I � I - . I _10,1i . I � . _._._. ._F 1; � I.' ' . _ . I I N,r.._...ir_ .111. . � � . ,,... , I I - � I� I 11% I -, 11 I � �, �� ,� :�: .1 :::: � . - : ", �.I.:�. I ,:,::�: � (RqUrE 107 .: PUBLIC VARIABLE. WIDTH) : i � - \ � \ I I ... 1 �rli.�� 7_ I ..;,:,: . .. I � I ..: .F.... � I : 1: �, � . - . .11 .. I . . . - �'. � . � ,: � ::4 . .... .. 11 1V V1 -00 I : ... . :: ,::.;.:::��;]�i��.i�::i�:.Z.�::�:::: . ... .. � I.. � :: I I Y.�Iw, ... I I I N, Pilf-1 - . 11 -- . I I—— - .: 11: . I �: I .. ...I 1. , .�.��: � � 1 01� , , 1* ... ..I......�. . . 1�i. ...'' I . I :: . I _ I'N .1 " I __ �. � 4 m� , , ,. . _:� �:: ... LEGEND 0� ,.1.... 's" z, I ,h_Iiw� I I I . _. .;W, '' I 1. 5 1 " I � . ., . . . I I � .1 IV I I � . I I .: .; ,1 ... i .. .1 .1. .. I I I . 1. I . - 11, �, :..X......�:: ::. 11 . - , . 1! . ...'' I I . I I . I� I— :" e '1� --"' , � L I �. I 11.111, , I.., I . ''I' '. 'I, , _��,::_ V I � , ,1 111111. 1 -A .. � 1. . I .1 . I 1. I 11.1 11.11'' I - � ,�_,o, - :. I .. .1 I � - 11 1. 1. ... I I I ,. _,,t,.,.& - I I �� I . ".: I I � ,� . 11 . 1.11 ...1 . I . I I . .. /\ ,." il,*Ili I-, I . I 10 I 'll � . , , �- 1 .1. . I I .11 , � � ,. I I I 1, I � I \wv, � *11. I V� I ...I �,�, I ,----.-- - �;�� I ... I q:;:..::,:,..;.,::,: i�l1.1� I I I- - , �� 4 1 11 - : :: � � , 't e�I I 1, I ,�. :,I� 111.I—.I'll _... I ij I .1 I ., I � - I I I : .:: r �.: �. _,: I b_I ......:r...1.z.,� M10131 __ 11 "�� : -12*00 1 1 1P . I � 1, . I I I I _�_,�'L" ,-;-� I I. . � ... . ... I Tm';� I '..I ,: I X.i�I I , --- -_ .mw-L I �11 I . " . , . . , "I � � I I I .....::: ... I 1.I I:, � ,. � 11 114q, 1, ,� ,�. . .:. ,,".,: P ...:� W_ .. `i :� .. ,,��_ � I . I . T� . � IN'. .2'�-*00 � I N " " H - G)�I . � � I � _., :t ,; , _ ____ . . 1. � �. 1. � � . I I .- - . I � I I I : :, I ,:..I .I...�I I�I�....I �:::,;�::�:�;:�:i: " I I �.: 1. 11 � . . .1 .. . ., � � I I I I � ,�� --------4-- - � , , . I � 11.1 � I .1 - . � � ::: :q.: :: ,� it�, ... .1.I .....:.. . 1. I . , 1. . '1�1,� .I I I I : :� . ,::: � I I I � I 11 I 11, I �. � . 11 1 '04, ' '. ''..'.......1. . 1. I I �. I 1U, � � --- - ----------4-- ,- . . � � ,: I ,,M44 1�`_' . 11 �.,�� :_ .,..1.1.. .....: . . � I I � . , 4 I I � I .1 0?1�4'r 1 :.::.: :...: :..:,::1 -6, ,::: .11 , � .. � -A�;v__l C\1 .: :. .1 � 4?(xTr �;!Vy(jr � 1-4�11 r_- - / \, SIWE a.�UWA�N_,,,,OLE . I 1, � ) I " 1. . �� I � , � , I � � .11 Vfc) ,I�. _11 ......I., � .111 . 11 I . I .. I "_I�t_- .1 - 1 . 7 I I .. � I - �, � �. I : ..1. I I . 1. I....I.......... , 1: :.:... I � I I ' . .11 . N, I - .. I- -, - . I I . . I I . , , _ ,..:::.::....... :::: 1. : - I I -wV(Ci)�t:-T,aj,uP , : _. I :.:.:.:,, � ::.:��:�i::j�': �:, _�:,:,.�...-� - , ,:p...* .I _1%14C I I I.., I ..''.., ... .... .....__ .� ... . ...I. 11 � I � I .�, � I I . , .. .1 I - - i , _. -.'� ,�....ol . I . :� �, . PROPOSt,0Y,4P1,7TAP �ANID ,, - I , _� � I I I , .: �1. ,:� _ . I _.___ _ __ I , , . :. :_�.: , i_ _ ". �: ::1 I.... 11 �- I . 1. I . I I 1. ,'I', I - , I I . .11 .11 I .. ... ,�, :�:�:��, � . .1 .. � I : :.,� .11...:, - I � I I :1 � . I :_ , 4 , , ....I.I..,:.;;..... 'w.,, 1, : '- - �. , I.''. ... I � I � .. � � I I I..., ,-,A �. - ' I I , �� ,.:, '' ..'..'.'... .. 1. �, . � � I . 1 . EXISTIN UTI SEWER LINE I I , , :: " - 11 :_ :. ::�: , :11 ::, � �. I .....1. . -��Vk. I.I......", I %." I—— ' I I �. .. I . - . 11 � .1 I �� . I I __�_ I 1.11'.. , �, . � .. ,,'v, __4 - . I I I I. � � .1 I P----� , I . � 1. .. -.,.,*.___�, t,p , - .:':... .... �, ,� , � I � ., I � I , � . I I I � �. I � � � I 1. 11 i., ::..:::...7 .�� :I�-i_.i,,�.._� .��. . .�...� .. � I 11 �. I I � I I � * � 11 .1 .. � I �- .1, . 11 . I . I 1110WAVANOPMOMMEM : I � , .� � : ,� .�:.:.:. I I....�.I 1. .. I .111" 1. � .I .. . CONCRETE 'PIPE NT I I IIZIVII.1405'17� 1 , � 11 .1 1. . . I " . :,.. _ _..''.$I� I , . . .. . 1.01 I ,SKLE I 1. I"*'� , ..I I I � I - _1� - -,1�1, � ,. . I I � � I I ,. � I tL ,,1 _ , .. ... � . .. 111 . , _1*1:_� - , , I : �� 1�1 ". I � I._P� . , . '"' , . -�Z 61TY: OF , __ , . I w I .1.. . ......::: .. . . . : :_I I 1 ` lit I 1. I ' � I� ,4?s1q0A)PV , \� .. _ .- , ..�': _: . :.::�!::: : �:. �.:;:. :: :.:,:.::.' �� 4 . ,-SMH ,:,WA,TbR GX -,�f G 6TY PoCt To , . � I' ll , .. � , iPLA<d)=110' I ___Itttl�z " .I...:.�, ,.:... , - � : - f 11 � I : ,15�,S/5 :: :. �. 7;�, . _:i ....:. �:, , _ , 7kWi.moo± . �, :�: : ,1: M 'ft d' , Ds. REMAIN. INSTALL RISER F6R---,,,, : . "'i, . I ENC � ,, 1. . 11 , ::,::::� .., � � �. I I 1:I�� I I I :. . , I I . . �. ..., � I , �i�:wi�i:��::::-, -77 im-�� ,-�!::;2,�:,��.:��:��:: lw�: ...I ,.j� # �: 1: . . 111. ..�: � "I., 1 �LECTRIC AND --, . 1\11 I I � . I ,__� I . I ,�. I I I . I � I I .... :.:. , ..: 0�.. : " . _7 17777��N40&00.1 ' I ,wl . � I . I I I � I I � ,� I., . .. .11::.1 . - x I , , I�..�.., I , .; I . 11 : , I.,. "I � I .1 A � I -1 I I I I 11 I � � if A 11 I I., I....I.:.. .; I I.F.'', , .1,I I ''I I I I 11 I _ : I...� �i� : . . ;, : . -'' ,_,��. ��4�:*It :"�:�� 1. I ___ 11 I_ I_ � i :7 ... . ::: . I . .I I- . ..:�: , ", , .1. m.11. . I ; I...I I.:::.. ...I. :: - 1". 1 - � I � - . I -_: - :1, . I 1.11 . I � I .I I I I.. I I I -14�:. I - � ._m�I.*w-w ........ '. � . . . I , � I I � I I I ; I . �- � � * , , 4�114�� _ - � � I ;___TE #PZR_,UTIL11Y.,___,_. - �', - .11 I . .1 (_ - .;t�-�, __I..",'' " 4_4��,�,�_� 1 1XI.1 I --;r-- 410-'-,t� '. :��A.-�� i-��o�bUT4BC)�=,-1-06&2 I I � � .. I �I ..., =,__.-4-,�'_ ,�-,-$�,�:--.-"::,�.,-.,t,-"�.4,L�,.�w��x--�:*---'�--, 'WATER LINE I -J�_ -,� I : .`_ � I .. __��,, , :::�:��:�� I I - ..,...,:::.;".,..,�,,�,�'..'�l.:. . � 1, ,� " '. I ... 1:1 ;�� :��, �,` . 'i ./ �1; . .� ". "I . -_ - I— . I. I.: .1 7�--��4�tt� . � .,/-,\ ., ,: I 'I'll � � , � ,_______._ � . � : ....I .. , . '. I� I . . . �_j 22-,,,ilam_Y- I I � I N� I � I I � I : I... . � .� , :1 .1 .. :��. ` � �, , , � .1 � . , x- ,COMPANy- QU1REMEffT&---r-�--;--', I . _ _. 1. ._ � I . I . � 1, . 1, I I � ......I ,.41 1 . 11: , I I....�. � . . . -_ .;_ . . � I I 1. I I ...... .I--�� . 0_____ I w___'" 11.1 ,_\.�?!�-IN. .0 j.?' CLA"' .. mi;;w I I I'll . " ' '_ ' � � 1- m- 1 _�, I *�� -, I I ..I I : __-11 1 9v ,. : " :! �-�'CLA��--��' � .* : I 11-1p � � : f I.. I�k-. I :: :::::...1 XAr-_:1: ::. 07 __- - _ a ___ . I I , U_ - / � ' . I I I I :.....I �� Jf.�" �C , : : . � 11 . - I I I 1 .___��__ - _ I , I � - 1 1i 11.__ ......_____ - I- 1�'.- I -.1 0 ""'" 1!S 1-1.11 i"". :U"; " ", ". 111- 9- , .,t'..�� - -1, i� ,�Rz "l, �;jj��;,��q:::.tlt- 'C"t , � 1. 11, i� i '4K__-3.-11;i7K�R1�?ii I - - ��,g',!�, ;-d,x,1,' '.��.!,-t_ _ I � . 4 T : "'J", 4 r,t,fi � I I -- ", � I 1. I � 1. . I --.r I I , 0.1 � rle,'.. -,��!`."�Effl`- WATER (FIRE SERVICE). - I -.11 I .A� __ -:� , � � _. "'��". � �. -.1 , � . ,. .I . I .: -1 0 w I I ' "" comw ' � , W-F � 11 : :, _.� I � I 1� _�- 11 It,PAW I - -��`, ___' ."'....., � 1. � I . I �_ � I .. I I . I '*V . - '.00,$0...0 I I -,�---:::::::::::.=-.�--��..-�-r � _____ .. _._.__.__...;__.1.'....1 A 2, -- . I � I I . 1, ..I- __ I A -g- "; _��i_��_.______-_ �� ... ,", �, I 11 : ,� I I—� 1, N . .� 1. . ....."t,I I I 114. 11 1 ;,gw, ,� '?�; I � . I I .. I I..I .1 I F.,11, '. go.,�l 0 1, _i , I I I I I . I .". . F& . I . .111� , , N 11.1111 j,�, ��I� 11191�404 I � . � I . I i,, . . I I I I 1:14, '', , ..I'---- �---- - , , , 11;�'k,f�,,;�.6:;I�i5�,��i;ii.lo.t,� i;��, .."� I 1V ih,;P 1.41��;- V.,I 'IT , , i111.17 q. .......U._... - I 1, � I I A. . . ��- - , � � - i f ��! _:--I,------ . I I - .- 1.1i. __ - (DOMESTIC SERVICE) -W-D I I.—; ;� :- T 111'f&� fi-I ��-,,:.-:.�:;z,�;�t��t'..I;-T".- ".4 _ , �tffiw_,wA_�_-�'.-,� -.--.-----. . . ,IF=7:��,, , � , , m, ql _.__-__._77t. I-i T1.1111 $14�111 - - � , mmmmjp� � . , WATER I . j. T!il !11";��Ii�.�;ii�iLp,�g li �1'112'1'1' � I � , �jqj,,?� .i�, . q7'1tJN;"-1__. I _ .t.__.___..____ . I I I , "77: , , I .1 I . I . I �� I . .- �, rlt`,%, �,�i��:tfiy' -,i,t,�,Jfi,c:; , , , U, "J.. .. . I A76rolo :�:, I __A_�_4�_��; " jmg I ,Mi,i; P110�:MU-� -----_ � TlNi ,jjg',j!1 m. . � , - I �=��:1�1_01 ! =_,.,��z�� I � �I I . : I 'i 11,�"'111 "' ,I 11 __ '� . . - - �2 1 _�;V__%_:_ � wnw------�-�-- - tw& it, I e4i,zi-, `;-,,,.2 =x�_�xr I , , I' ll, '�' �W_1`211 ,��i � , , � "� I , 1,1, -11 ml,-W!�T; ! _ I——� ,� ", .; -I 011 I- . I I I .: .1. .� Eli HE 0"I�WIN,11 I_ � . ___ 2:�_�� ,;� a,1=-'-- � 1 .I . . . .. . I.... �. I.. " I 11.1... I fr�� I 11 .1 I � . � 11 .1. ' '. I - � - _��-_=�,�=; --- � � . I � :=, == _, =�_=_4,��!��_ - i ."i______ I� I 11 . I 11.1... � . . I .. I "' ; ! =, . _ ME `.�� III . � Ili,,T11 W� -1. .;;4"=;= I I I � WV , I 1. . I .I.., .. I . I 1 . . - I . 1-�i _1L I -t:z�u-�ti, gi; �_ L, , I I � . -�m , , I,, 1 j I I � I _'..-I--__�,.�.,� , I �, � , - .,. . 11 .11 I I I � '. � � 11-1-------q I I I �"%I v4 ._ - - . 104 1 � - 1 .11 I, , . F .::!:,x!:, � ;;��:!.:�: � : :��: . . -.6-1- ___ .Ili ..... .-- � . �. 1- 1*1� � . � 7''.]_i:" Fbp_ �' - - �. . I , i 3 WATER VALVE . I I I .I 1. � � .: , " , ��!:.:��:�::� : ,,I�b. I _: _�,�� 4- :. . , I I � � - I 1� � I � . ..:.:... I . � . � , ,;�I . � I . I I ..I � . � :,,:!�, . .m ; �" � . , � � I , . . . . . � . I .. \ , � 1 ..�:!;� I .1t, . I _"":� I� STOP I .1.: . . 11 . �i:i !" T .. j 1 � I a F I 11 I I . .1 . . - I ......... f7, I I , 1, I I . � , .1. � I... � 4 . � 0_1 ___--1m_..q7- �.'�Ix . I , I � � I ., 111:11 1, ;_�::` , I �, � � 1�____ I I i -GAS I I �� z N�l . :.::::..::! :;, � , ,� * . "I , I �. __�� "'. I , . � ... ::, ,1:.._�..I..,.,...1 - I I . I I I ._.� � -___._ . 11, , ::::.:�, q !�:::.:: .:3�, 'will I ILI�� I _�_ \ GAS L . . 1. .14" `��: I I _. I . � -_ . I 1.� �3K : .:�:�:�;��:\ I :11.1. ,- , , :,: :: : :: , : I A ��. - I �. � 11 . I I I I � . " i � . . : . . .., 44V-11_ 1, _�I� : � I I / 11� WE : � .1 1. - I 11�lt I , I 1 . 1 .. .''.. .. I . . � I I .1 � , I - I .1 . I I I .I I " , -4 , ::::1., , , ::.::,:" 1,1.. .1 I ... . - __�__I_ - 4 � 4 . I I �I . I 11 I I .. , I .I,i � I . I ..A .1 . " _�.:m : .!�.. " : . : I � "� � � ) I i 1. I..� I I : I * , I) I GV �� I. � � 7�I I :....1 ,. V . I I . .I . I , -, ;*�, ..�� . . . 11 1 j:.:,::71- -_ -. � I . ". ..,. '!!!- --- I I., ' '.. 4"_?% � '� \IN - 4 ; ,� I ,� ) i� 4" I I I I I I � I . � I'll....I.. .I... � . __,__"'m � ,,,, I .� I r- �� : . . I. �� .- It - I vil"IX P11510. r ::,::::: � . I �i� i .�.I , ,_.,,.: I . .. .7-I ..� .� . . ___`t .. � I i 7 1 OPP�B,!�Ri�, PE �K) :: I I _ I I I � 11 . I � .�j��.:��! :�j�.i�� ,.��,j.:�� :.: �1 � - 1 �� , . ,.: 1".., I I � I ... PROP_PSED I - . .T � U I I I . : 1. 11 I I - ., ... .. I ..:� � . li�,, I 1. 1 . . � .� I I � I 'GAS VALVE .0 I I � 1. .11 ., �� tAI . 1. .,:::,:� :t:. X�I ::::::� �:�,� �I . I - I I 11�.. I 11 I I � . I I.k 1� \ I � � � - I I � I I..... Z,:.;t: :�� .1.1.ii..� I I .. � I � I I I � � I I � I I . f .1...I � .111.1. I I . 'WATER SERVIQ BE VERIFIED I 11 I ...I I I . 11 .1 I 111 �I . .1.11 I I . I - . 11� ..1. .11 1. :�:� � I I I 1. 1, .I .,... I...I �.1, ....... SEa -601CX&I (CLASS 52) ,_. 1 1. F A-L I �,�+.,-Y,:�IZC�ly I I I 11 I I z , . .1 _ I I -�, 1 'I', - _,211 .�......:. I q�o - , I . N , ,� - I , .., ..... _ . :.. ... ' ,. I I I I ::...... .... I 11 . r I I—,........'':'. �I i � � I I " go -..,."��,�-.-�...�---�,13,1�,?'.,-��.-.---.,Iii.- I I � . . 'I 'll .. . , , I I .11 I � IV I 1 � .11 I � � " 1. ...I��... � -06 . .....�. �. , .; , : .:.: I � ,. �I I _' ,I . I , I � -I- '* I I I 1 �LIGHT FIXTURE lot , , ,� . ..1.1'.:F. : _ ::t-- I I 11 .z. : . ': .. . .� , , .I%.:I.:�.::.. .,.,..:,:�z ::,;�, 11, � I 0 W, I Z"r � I I I I . I.I. _ APPR�OXIMAFE, LOCATION �OF' `1 .. .. , � � , , � - . WITH 1 MEP E L I, ,.,t 1. , � k., I-,,, �- . 01ko _ , ,NJ.,;; )F/� . � � I 1. .. 1. I.... I Oy U , , _R; , 7 s I I .. �1� . S q .�o I I . I �. .:.::,.: ,�,� , p I, I . � ....-1.�:. I.. - 1 ,n F, SERVICE 1 IZ :TO BE 'VERIFIED. � I , %, , \ .�� I � I I . I .,:�.::.� ,:,:::..�� I , _ . I I �0�/_..�� , i I . . .11 I �_., 7 , ''�.. _ I I . , . I � ��. :�i�!�!� .. . �. 11 --' ;�4 .1 .... :V - , . I � : .: j I . I . I I 1. ...�.. , I I..... ..e� .� . I I . . I I I .. .1 .,..-- : . . I - I _EIXCTRIC'.� , . 7 � " - .... .1 � I " . .I 1 .. , � ,- ::,W , P F � t I . V i . I I .11, 11 I .1 I .CONDUIT ;FOR':: ,I :::,. _ ; , ,: .1 .. 1. .1 I I,:::: :�. I,., WE -N.GINEER., ::� ! ,I :, T-C ! 7 I I I I I . , _��:�:�� , �� I,., � I . I � I I I . I I I . .. __ _ �. F .I :.. ' "; . -_ It, -&-r- --, e � ,OVER: HEAD WIRE , -OHW I I 11 I � �� I— .0 1.1. �. '. ., 1 7 R I APPROXIMATE LOCA11ON OF I I . - �M� � ...;,�,� �_ I I I �. I I I I � I � � . I .1. . I � � .1.11 � I .I __- � 1. .I I . 1. .. I I . .1 � - � . I_ 1. ".1.� 11'', . 1. 1. ( I I I . 11 . i I I..41 I ... . � .. I I I t!:I ki,;;;�, � . . 11 . : I I I I 11 I . 111.1 I ..... � , I . 1" CONDUIT FOR ELECTRIC I � ___� -.11 I I. . .1. . I "I .. I 1 . I � I I AND TELE/DATA �SEW'CES �I ! , -1.1- I I I .��: � I I I GAS,- - --- I I IGAS� I t I I ,,, .;I - 1:�. . � . ... 1. �,:_: : � .�..:�:: ,. .1 I I , I � I ,,,, ;,,;, zr";�7� '%� 7 4 . I� I � . ... I . , _ . � I '. I � ? . I , .�, "..,:� .4- . � . I : .i � I :. � I .I .:i :, : � . , �..4:11 W/ � ,'t�' .'" '127 -.r -1,P,7,7,�77;�;777//,'�/"�P*`�/��`."I , -�,,, I" 1,�_��;�, I . : ��*��: �, - I, I I .I I . 1. .FOR FENCE :KEYPAL? 44 Lwj ;._,� ,. : �� .:� : :. :��,�. ,:�,.�:_ :___ : , .��_,: :.:.I,1, .::: : , _.;4 , � ��11 1 � - -- - - ," ,7.-?o,'7 .1, , I �... 1.11.1:1 ...: ._� I . r :, ��_ I 11 ,. - . I � 1; 7�-/",-�:f�'I.,-��V7,7,T,77,,��,��P,,7,,I"r/,*��7""r,�/."��/` ,,P .� Z"'I"I""MM, /,�,n/,);Y, /7 I �,1. .11'� � . I I I 1. _ �:1 �: ... � I . I �. " / 11 11 I . -.�_ t. I I 7�� i )V/mr�'Ilv�"�-` . UTIULTY POLE , % ..�, . I I .1 -1 � . , I��'. -,-,-&7,� �IVIVIM71, _;�Vl*lx I �: , I I I . � . - � . � 11 � I . I M17Z,Z�7ell; � . I � . � I AND TELE/DATA SERVICES I I I 1. I I ...... 11 rr/�� I I . I . � I .1 I . ... 3: rz .1 - � . 1, 1, .1. � I I I .. ,:,bpmToK- , 1. .1. � I . . :11ii'a-.7 �Ii , I I I I I I I 11 .. I I I 11 � 0 . I �..� . � ,;;111_ i t� , I I I , I I .. _ , ��.*!�'.,�,,9'�'lii',,i�i,�-,iiwl�4'!'. I � El ECTRIC ::MANHOLE SPLICE BO ( I I I , 1 . . . "�� "Izz I � I I I I . . I . 11, I ., ''.. � . I I � .11'.., - "�_f I "I 11 11 I . %'I... ..." � �I I-.*.-.--*--I: .::' 4 1 ._; , .,%� \ FOR � I . . 11 . . .1.�... ,�, � I . i - !� i'ill� ."Or,r �::, - . ..I 1, I - . . � . :: - - � 11, airi 'I-, I I I .. . . . I'll, .11 . I,� . ! A . �.. �, � _ - . 1 : . , I I . . I'll I tw'- ,�1":��ig, 1. I 11 11 I I ''. .'' j .1.I—: - I 1 :41.1 ...." : 1, . 11, , I 11 . I.''. I ... 11 1. . I I , � 1" I , I I R . I . I ... �� . � : . �. I . � . . I I � � . I 11 .1 I'll .1.I 11 . , ;�,,g��gqg , I - , . . .11 P � , '�` 1; I N � I -�j � ��::�:�� 111 _�.�xj_-,� , _�j OPERATO ' I 11 I . 111. �I I.:1. 1. .i I, v � ,�,%,;� ,� , I � .. I I � I � .1. I ! gtig��j$H� � - I � � i�'. I . I I.., i��!��::��:!�� I . � 4 � . �_____�__f__��- I I, . A % i . I I I . . I 40"111 .11.1: �) i 1.P'7. -,.�'i t SWITCHING STATION .111.1 �� ........"j,� �I I I � � I � � � I �, .... . I! -r,-; _ I I I I I � �: � ..I....... I A r Mill i " I I I I I I � 1 . I. I . I :... . , - ,� I—— . 61- � I I � . 1 .. :z 7�'I ,,-I 1,11,01'ri i -� -, El . I It og";,,io .1 -i ; I : � � 11 I I. , I ..... �: I 1. � . I I ..... - I . '. ,.X� �� -j . 11 I . I .. 1.1. I 1. I.: .., ,. _ I 1.� j _J_� , � -! .,! W "I I .�, . I � I I'll .r ,opt;pm 1-9 . . [:, 1, .P" . I I :___ 1. . 'i. I p .. i . I I � 1. , I I . I . I ..''.."..''. . � I . 11 , ,. . t. I I I—— I .. 1 . I I I I I � I 11 I . :� 1 N, I :�:;��:: I . �! HAND HOLE IE3 � I �: �.� I 1. 4- � :. 11, , � .Iti i- 'IV, I 1. �� 1 . I , I � . . I � I 11 ,;,t - ,T ... I , .. I .1 . . � I � . R,e-, " ,,,I.ry, ovs ;,;; � ^ I . I 1_*_� - ::� I�, 11 I . I I I . t I 1 1. 1'� I �E�E � I - 16 12 � 1:::::,1�:, . I , ,.; 44 - 1 , ;::;::,I I I �.� I ELECTRICAL .CONDUIT . I � : � � . I I � . I . I �. 1 . � I .I I �.. I T �. I I I � I I :�:_: I I � . . . BIIC,51�1�iA.4^2_ "I 11 , *1 i��i I . I � � . I I 1. I I I I � � I I 11,�.-�' �::�': 1 ::: . .. I I'll V,�I e � . 11 . � �. j . � I I . " ,�,., I .. � �� . . , . ... I P, 11 , i, "%',�;,�' , , _5... ..... I. '_g,rw .,� � I �i "!z-, �'i . I I � I � , �� . . .I :�I .... ., , i;;-- ;,.itl��, if-�� ?L�!P, " I el �r" 41:e ,,, "mT__C"�T_c . __ _ , �i......�illl.il-10 � �i!l ,i " ..r; . .. I i " 'fZC_C` .. 1. 1 ,-It li"rg I—— 1 ,.MiA ;.,,'.,_,�!im,mj,11 I �i%191'ji `t._i A-1 I `0! 0 !I.. 1i�, , , � I .I -it "O -CONDUIT � ," ', r Ilr I "T I I TELE/CABLE � R.,14, 'il , h'0 - �� , I 11 I I ; 1 'i .1 , * I � I I I 11 I......1. q ;&r',',IRV . " - I$ . I r� 1". .. ��?,.��'4 , , , � � . . � . � ,- �11.11 11 mlwj;4�;-�i 1, I i�li�pmim_ - ��, . �1 i-i"'.1 r", �1 1 1 1 1 �: .�C : 1, . _yl q 7K ipvij! F,i�� , !i j, k ,I m ',', ilim-i�I; I I � . ..1. -�j .., , . I . , . t IT .. ; tj IEKf',� " 7,,;%NiT 11 , I " .4 I , . . I , . - - , �- P, !: , OTIA�; - , , P A _Iiiiiil i I . �,, 11 , m V_ 1;I" . I � � . . I lil� , ii --f�rtl"g,K,iptg F ,-,.. �... . , : � -gn . � , I , ,gi, ,,� ��tll , !'1',1,,'1 il � �11 " I I . . ::, L . . .pil 1'i I 111 31S. ql�iia��.m5v- ,�,f is_-iijlf za'" - jg� r I 'i, .," , I "i I .. i�. ,�1��,, ... il" I I ,� . , 11 I . I � . . � 1. . I A go gl I . �1514 .1 4 ", I . : , i", 'm ' ,f g.", . , �. 11 111.1 ,�, I ,�,j, ��_ I - I I � V=�el 4.v" . , I ,, "i _ 'I'V4!4/Pi�,41,17 I ,�, , R w .� Ok., I I . I .. . :::�� ll'i" "` 1� ir, I jt��I�t � t�j 1--il;�`,;,-, ....�"I'. , :,,, 'p, I . 11 I ,I 1,J!i�ll , t`1',';,1;',i14 ,qQvt;1F- i1i, !�;,j ri�,!!;e"p!l��-t.,i�,��)i"Lr�, -, , � ,�, ., V!t ipl,,i� I , m '�,_ ,1! �,rk 1, � fij�jn'jl 1� 'I,` _. , I I : . . ; I � .I I 11�Y i,Al 77 I I I I �_,-K "I .I , I ':....:,�` 3t.: !T11PIRY"; lil. ��1111i"` ;t�'I, W - . ....... .I � � ,,.� 11 , " -g � 1627111 - U, ' 'I I 11 11 I �� I , aftilt'.M Im �, _ I I yj , , "�� I �� i , ',ij � , . I 11!�& I I . "I ;�', 1,14'. ;,- _ _1`11 I � ., I . I ., I g, . ', 111 111 �11�i Tlr! llij.� ii"g"til FS IWTH 111P, �, I' I 1; . 11 I I I ::�� I i I I i" . I I,r%� . � � 2 , 115 ��*'4 11 . . I . . I : ::...:�...:.. .. �- ill. 950; L'� ['�, ��,tnf , 1 I I I � I I . . . I I . � .11 �:� . I I .1H 6 . , , j a 1,11, I . I I .. .. �� I � . I I I. I I'll I ...I..1:: .1.. 1 i I , ,rIi` , -", � :: :� ill, I":11�' I . ,l . , � , I ... I , 1 J I IN' 110, i;4� ;A ,pi"l,9L All ., " , 11� � - I t. I . � ,.,,,Ir p _I � I I . I I I I �I // it 1,f:. � 0191 U11111 I Ri �Nl gl,�, T.,'q -�,1�1 0-1 , I I ,( ? I , ;l! i . I " I 1'::,� �,,�,-,, i . A I , I I I h, I'll 3 I ,, - 9 . � : I : . .� � , I ,� 1,01 �� .::,� , � 14 jw ._ g, ,*��, , I I :. , r ." I .1 I I . I � �.. .1 I , , �I '....1. 'I , M11 .D.V -�...I I I .....I� � 1�1'1 1 1 � , , 81 I 11-1 p a . . � �. I�. 1. I : I I � -F -11, '4iLti_. �Vil%,�lil�1,110,,!,",�,�',��',.ilt,,�ii 11 !, . . .�.�.. I I .111 . . I I _ I 41 f ,I :.:::::�., ii".0"I114 ,�"Ill'�K " 1��r : , ::: .., , . Ififir , I 1i_411 11 I. I � I � � I I 1� : .11 ;A:,, _!� .5 1 1 1 .1 I.. : .� � '...�...... � �7 3f, - �i4 'Ill 11521 1'11"t 1M.'al. _ . . : I D I I'll I... I I f .... . 1, 1i 't, I � rj I . I . . I LNA I I I 11 I I : .: I 11."....1% i;g - I ta i I I I� \-,, N � . �I� I I. 1. 1. f �i:��:�;., ,-, I.� �::.:,5 ii;i� -4r., .11 il**1,I I I . .� I I I . I � /. . ,, I I . 11 I I I .'' . 1'..'j",IN�,�! I I , 4 �� I - x - ..,:-,.,..--.Ii,-- - .I I I . I I I I I � I . ...11 ..... , :: 1�i " I.- 1 "., / I I !t I I. 'I . . I . twtvw i ,. �Iji�;,, f �1. . 7 1 1 1 j b "_1 I 4'", . I, I " I �// . ��;..�.:,., Iii; Aii _.� .I I'l I " .� 1, , .D..1,.tt P�*i�0 1*1i�ii, �� . I . _ 0 7 "'6.,, 19;01,11"�, , .- ,g. i i, I . � � . I .. 11 w. : ; � jgq i ill�i ff"iWAIr, I - -4 I f", � . . 1. - it. p,�,�l ��i 12,hf� , :1 �l;�I - �,t-,,� , 11 I � : I .If r I I . I I I �7T"i , " � \ HOWN il . I I � 11 I . I ... .' NA '�115_1'1 I* 1 1r, : kRLTON M, . . � . , , 1,wmlml 0 , �j &',f tl�l ,,F jq I ��'� , , " , mg . , ,ill V� ii ,��, � �� 0 ii,W � ", , , 'I i IS I 4 I � � , ,� . I I _11, I ", 11 I i .,* I � � ., 'i , '11� 1w I � � I I I I I I I .1 . , " , , p."o I. L , �gf , .% . PROPOSED GAS SERVICE S I . � I - 111"..: _4 - ., 4 ii-vtUP'll i;, _ , 1. . I .: 1 11 � I .. 11- -, � ffiiil I . : I . I �� . I . _ � .x I I I . I I 11 0" �! FOR COORDINATION ,PURPOSES - I . I . I .11 I I I _X��..._.:..:,.1 , �� 'm - J'�'. � � � . . . . , I .1 mlg,'�#�� 11z ,__. i If QUINN I. Pp.:, , , 1� , I I I I 11 I � I I .. �. . R M I - � . ,� 4 y - ' ' 1 � , . � I � - I . A 'L - � r ' , - ,I ".!, 1i Lil, to I . I I 11 I I I I I , : .1. t% ,�..,.il I- ill I,- K",*1fig, );lilml. �l pllq, . - I I IV TOCIKA��E .: . U CIVIL �. . � � . � I . I :. .. . I I �� ,�gg",c , i!,, -, , . .. " ___�__ I 31 I ONLY, GAS PROVIDER '10 / -No.49923 . I I I . 1. I ) . ,�� I �� 4_ '1,11 . �� ,-,, 14 ", F-,.)V,y- . I , I , I :;::;,:�::� ,4 , - , " -, I � I I I :: .. � " 1!�t �,�_ ... lt,�� , I . I � . I I � � .::.. .. . I 1. I � . �.. .. I � I ;(:f I � 1-111.111-1 I ,I, 0" ,,, � , ,i . L 11 . . I.k. � � �, � �I � .. , j, I , I � �ulliw 1, ��,,ig ; iT,ti ml m " . , .. %_ _..:. � _ "j. ! ! ...'01-i-I ilk2ii:41, N. DETERMINE FINAL LOCATION. SIZE, - zle�, . � -I.. I � . '111 I � ,_'i , , i;. � .11 . � . . - . !", AlIf' I � I _ i � . , ;q f;I,t1; - � It i , 1. I . :��:.:.�.:...._.. �. W;k �, , � ,f .............'.. -_ . ,4l �.:"��j"- . . I ;,.0.110,". ., L�; "Ift � I I . ' ' ..... , . mw _. _ " . .- . ", 11 N� ....-... I 'iiO . : . ., >V 111_ � \ I.. � I ., -, 'i iuz,o .. Ill I- � . . ENTRANcE coRRIDOR .1 :�: d ,� 1. _ I j .��plll 9 rvi` iiilt _ __ � A D MATERIAL 'OF SERVICE. : i � �,41 I . . - &,ill"11 , I � s� bo I I I.;.... I I , I_ I jijp--;P� � il R, � � I I I I � . .I .. ,:I 'i, i 1, .1 I I , � : ,. �Ii " I I � "Im� , I I-N . � � ,I iM r�i�ijg,-"Itm'. �ill 1gjyig,-P$ "i if I "Im 1 �I , - 1.11 , I ...........I� ; I 11 . e�t� 5 '! " , ill,I . I " . 1k.I o ..I � I., 1�`;Pffltll I , I I .. I I I .. , I � , -00 "I _ , �, . I � I I I�i Ili I t" :;:::11 _ , , I il im 11 � . \ � 1. .1.I .11 i �R X I,!4 . -,� � MMI , 0: Japan low"?, � , I �.,',� . ,. .11 4 L i171i , 1 44 I . � I : OVERLAYDISTRI K i 11 , I I p5i,�, lllil � 31m :1 _ __ � :!J:�:. ..._� il$ � III 111; _�Z'1.1�111 � . I .1 I � -�� , � 7a .,� 21" 'i�I—10 i�� ig,,��npq i ,.4, 1 1 f I'! ., . I qgp,� ;WE,,&1-.19-iM."Nmus! � , " � I I I . n . . - i,- !�i I 1 j I . ' 11 � . 1, � �..I I.. �.. ' 'I \*MEMO I 11 , i ; I I I I I .1 .: I I � ,?� I I N I I I I . : .. .... I I �, I I I.. I ' ' I I .,I.. �i ,�qr i!jji,g"�, I I I I � . I . I I'll I . . I.'.. . 11 .1 � . .1 .. 11 I I I I i I 11 '' ��. .� : 11 ,:::� %I , I � " .1 I � &�_.___=,�- �1,-,.;;,.w-,-=ztz-tw==-t: ENTRANCE CORRIDOR I I � I ..... I . 1. . 1�3 '. I , - . . � I . I. t � � I ff 0 11 ( *11. I .. . �Tmp!i; � 11 11�-P_ _��_- I I I .1.1�_111 _ . .:_W '. �W I �I � . . I I.. . , � , OVERLAY Dw*kicr I PROFESSIONAL ENGI .. .... I ...� :::�!_ 19 I . � I NEER FOR . .. , : �.� :. - im=1 .. . � �. I . I .1��, ;:,, :: 9 .1 I I 1, I . . I I � � .� � ""', lrg'�§#!,; 11 IN 4 It -�.�r., .�;:t . '!; �,ii , I �11 � , �� .,... . - 22 ,141, _!ii��im*4=09919DA-00-� � � 11 It t1l I! I � i . I'!- I 111, " I" 111 1. ' ' I' ll 1 � I , r, ii� I I I I . . I . * �,� � � : � I ii � �111 I -1 " 0." . . I � .1 . I ......I . I t: , 4"tm �x Ei'ITIP III I "/- ,,'i --- I r I I I I. �1: I . � I � '3 4W � W, It- �$ --f W, -,I L umlwjimm I � I ,�.�X 1 ,.N i I I I 1.11 .: , . � I ., . ... 1,,1:1.T I . � " .ALLEN ,& MAJOR ASSOCIATES, INC. � � I I .. .I .�..11 1 - ii, , I '11 09 I 1, �-, M111,ii thl ,�.',i�F 'If �Ilnqmmt , '4� I - I . � .. I I '' ..'', I . ........ 1 ijg I 1 61 Nltlillm,� Uff 11 �__, I I 11 11 I I I .,.,....I . . � : !I, yw,��,, �nvr',e�q- qj�ltn qjzjjji;�Ml:!��ji!41 11IN4 i 11 . I I I I 11 . 1. I I fl.b."P, !: I �4 , :x , L . 111 1 . 11 I .....1. I I , �� 1��"I '!] 4 ,, t ,- -M�Ijffil,i ' ' ��', It t'- .� - 11�1 � /I . .111.1 I I I: , , %� !lj,,j!fl I �. ,� � 7 1 1 . % g. -pl.-,;:� kltitr;111411TIIFI� itgmj',!gp mild'i!gN ti I : � I I q I -,,, I . I I ,F q i_1 :: �: � , "'� 111 I�tll�l IN�I i"'; I .I 1. I., I 1. j I ,� � ,�,�w ,,, 1$FPY0 E "I' lijilgiT,45 m?" .0 W1:41i"Itzi I , I : i I .. I . � .1 .I , I ,: . �i �A i W" 'Af,"IF , i .jlr 11 51 \ ( I I T I I I I j!'. , i I %,q At . I I .. I MIN It i " .., ij; I AR-0 *. .......... -�. I !� ml�,,L�m I" _4 . I\ i I 1. � I I I . 1 I I . ;, t - � ..�.f, F !t, "'"' W,Pili4illig �'��i ", "* f, . . 1. � . .1. , - I 11�: ,.�, ' ' 1 , lilti . ,I , I I " it, 1;��A j, I , �tw 11 . 11 I I .i.. F1�111TKUMP�l 15i� iN I I - 'Wrl' I ". .. / 0 hl�,[[ I � , .� V�. IN 11491 , , 1� �11�1��, "" I 111 I 1111 11 I V mim I i, I. j ; �, _ I , I ". '' 11i'll" I _/ : . ,. 1� I . I I � . �. I I... I I I wi., 1 'I '. , . :, I , '01 . " " `- ,I, I � , I_ .�_i!� . .I .: I � <', ,:�,,, ii�4 � t�ll I �, I 11 1 �,-A.112X /' 111. I - I � 11 . I . I I �.I � it, '. i:�I.� I ...I IN I ___', i I � . I . � . - I 11 �� I". 1! Tz ,. 11 I I T��t I I I � I � I I t� r x ln�', i q -it. .1 11. -11 � - I ,(,)-"-- . I . I I—— I� t-.I 1; 1 �. 11 , 'j it-1, jj�i�i T7..., 1,,;,,.,�� I I . I. I......I. I �_,. ,I . , �, �� F�-f,fw I "! , I Ic ��.,i',J,i"�i��,.iri�,i�'U'�rl-,��'.Y�11 .� I I. , I I I I 11: .: ..�: _m�� ,'I 1.� .: , . :.:: � i!t� xmIl ;t�i,, I . I I . ::: : i 'I- ,� � !liq "iii, , t ,� I t i U :. '!�Q' 11 \ \ -.-.,W'- -I,-- _t � I I I � , I� ", 11,111, , P,�. �-!,I� #&g g,,11'��'�191 '"- , � * ",,,'j, A � p � I i I t :� ��[ ��7 14 , ,,,�,_ �gtg, ,,,,iis I ,, "iip �,,Iffill '�i. i�l�-:,P,j�,111�, , .tij, � � , . J: 1� 31 .11"i ----;2 1 _ GAS� , - � 4 . , 20 -10-30 REVISED PER CITY COMMENTS . .. .. " If I li,10 , , ,�: ,F ?� - r . �5 , j 19 _� , �Fl 111 , i I lj�,�l , " , � " ! ., I , ", " It A pi" 1pf� law-111 il,"'.., "� I 1, 01 \ / I . � I � � I . 1 ,71 ..'' 10 __ if I 11 101,ili _ 11 rR, " "� i " m I m_0 , . ", I I 11 ; �. � I . I .1 .6iliN , , ". � 1i T-I �� 1. . . �I iit,;-!7!!: F,�,$ R�.-t'72-11ii I I . , � I I ..... I I : 1. I I 1.11... jl,,,, podfli i , .� I I I . I - , I 'i - "" rll,�: ��- � I . "" . I � I I I �.Ij 'IJ . .. I - ,3 � I _��ij . . _ , ; . I . - : :: 1.11,`l I IJI I- ,,_ � I � 3. -\_111_', X' ' .1 1;11'1�,! w ,� ti :_*, � i I � 011, I I � L" : "2 11 111_� I I .. 1 4 1...I'll. - p. ..." I-Iali v;,A., I 1 �4 1 , _ Lsvl, I I I � 111'f 11 �_ I , 1. I . I E,� 11 � . .. 1. I I 11 11 .11 . I .1 .1 .11.1 I II j"-It--r, t I I wf 1-1 � I I I . f ff, Xlull E �, 1, I 1. 11 . . I "I , . ,��. MIRIP41, 1 �g ;;,,I � I A .� I \ �, I I �i. I i. . �' . I I �31 2019-10-09 REVISED PER CITY COMMENTS -, , . I I I I I t_ - 11 � 3�� , .� I � .", I Tf - I� 11� � I I I , I .11 .. '' , I � I 1 , ' "I � i Ell I .�1 . *1 / . ` , � . I . . . I .11 I I I. ::,j"I f'I I I tl .:.�;�:;, It, ��jl I.1i I '14111...... ti 4p, I I � . I ___r[_ I I � I 11 ..1. - , ��l ,��, � � ��, i � ;114 1 .1,::.�,I � aq, I I . . � , &, - 111i r.p il 0 ,�4, RMINL �� i� 1 7 , I 1 2 201909-12 ' REVISED PER CITY COMMENTS ' I I _�� I \",, , �IiF ;1 . I ) I � # I� -f 11�' i4 R. I . .1 , """ * " , - � - �I 1fN � f __ _�, k � " , I 1". 1 I . It n I f q.lg `� 11" .'i�It'it � f . I . I I 11" " ... ...�___ ; it I . I � \_!6k I ,�0 ';,;-; � I I ,� I ''I 11 I .�, 11 . , ''� .. F.b... N ".7,_4 ii ill " I " ,,,� -, _,:i�'jr_ , " - I 1.q Rilkfi!31 ", I 'SI , 11 Pt : , 11 I I' � I - i _ 0 % , CA$,-,P ROVI I - , 11 I I 1''. t ,.t,. 1, I 1. : .I 1_.1_____1L..1L , � .., I _ .11�;��!::.j I T� f; _4 I _ - I . � I �FIN,AL LOCATION ZEJ AND t : I I 11 , , , , .:� I . I I .! .i , , I �.F I _-X, , :� I I, �: .1. I 1� � . . , 2 , I I . . I I � .1.11-1 - � " I ,\ 11 I ..... . � �114 r I - " 1 , 2019-08-16 ISSUED FOR DOT ACCESS PERMIT , , ! .1 _ I .�'. ,:�:,� ; i 1, . I �� i . :, I ": P-4- C ;H Wt i� 1, ;�, . 1� 1. I i � � __� I 11F � ,, i . . �. � S&VICV � 1�, -.I. I 'A . . . 11 11 N, ffl"!l . R�4 ; ,�j" ll -1,11��,111,, -, 11,I I 1 t, lf� , ,� i� I I / 1, Ii 1.w�� T! _.�"!14 , 1 It I ,� w , 4 6 . � . � ', OF- I I 1 ,WA'N Lip "'S,!cc t , 1, : ;� i 4 , It - "� YATE t " I .1 I ` ,�� , I �; I >,� I .1 I I.. : ( J ,#;,I, r .x ,. , I i� �:��::�:: � .., " ,:: I I.. , I- A , I %() , IN". 1. I ESCRIPTION I , . I I � - .. ....... . �� 1, I 1. I . 11-� I REV , DATE , D ' 'I . , � .11 11 �I ......=�7 � - I .7 1 1 1 �. .1 , �, 1 ..11 .7 I I I I I I - I I .1 I � 11 I I I I Z I'll � I / . z", i ,I I I ":t � : 11 V1. �I � i '.�;. I I. ,;-, 1 1,7 1 1 11 � � .., , . pl. ... I I � I 11.1 . ... 1 I . I.. IV" I 1 . ili I I � ,,V�1.I�1.I- I...� .11 I ..." .1 � . 111. . 1, 1 . . . . I . I I. . . . . k", �_j : � I.. .. I., I. �. �. - 11 I I . I 1 I 1. �. . . . I., . 111 .1 �I I I I . � .1.1.1. . .. ... 11 I I . I I I I., I I I � . I �., It, 4 I In I - ;-z I -_ I 1. �. .1 .1 I � I I 111, I I � _ I,— I � I I I I I . ''I'll' ' :_::..::.: :�_::: ,�I 1:,,,�.:V::... .I.. , I I . - E3 APPUCANT\OWNER: I I I I I � I I 0 ,:_."�." _-.-'f'_ .I� .1 .I''. I.-. :��, , � . .. I �''.. ''.. ..�I I . I . � - I� .I ... I——...111.. .,I.", I.: , � .., . . .,:. 1''.. I I'll . I I . ,:":_ I 1, I .11 ... - I , . 11 � ..1. 1: A , , i,,:� : I .�: ...... .1 I 11:1 : I , I 11 : I . I e - I , � :, "I ` . I ; .��,4�V 1 .. I � � I (".1�n � I I I. , I� 1. � � �. I � :.:�&,�,�:'� : �:� I I � . . .11" I � , : * , ,�:I - . I I :::::.: . :...... 7:: . 1 � I -1.I �� . 1 I I .1 �,, e&,�O' all"'Xilit"zCe"w"w"; � I I ,` r .� � 1''...". . �I .� I , , :� i . . I . . I_-� .. ,�, I �� I . � , Ili, ,�4'I; z .",2;,*I� a Wak . I . 11 I :.*�:r.n:..�! L_;: ::1 .11...I 1.11 1. . �,Z��_ �/xk,."", ,,, �,6.'_ ,&Z�ae, ,�&�61.61a.,"."'kz4v I . % i I , I . I I. � � �. I il �4�11- � I ,. �� V&&O,z4e,y� , , -1&/04 . - ",P& � .. I I _it,��,4��k I �I � 11� V��,,�p 4,;e,4��,�4tlZ,Wl,w,,�6WI-4e2&,e,4eA!eZ,,,�'11,6t,�e,��', .exa16jV,,4.tj1,C,,,,,__, ,Cx,A4C,."wr'.a,r'�c,x,ii44 I � I � 11 I 11 I . . I � � I It, I"- �, 'A �� . � I :. �. � � , ,:I :. % .:.: * � i ..... ..: \ I . .1 . 11 I I I I I � � 1 0 .,!i I I . I: 1 I., .1 .� I �I I., � ._.;, I � . 11 � I . I I I x, . ., , z1w, ._ I I I I I 111'�� ! ,. I— I !� . . . I -- I i I .�-��,�, i� , . � 11.. I� I ; - , T.I;w� � . I � . do' . . . � I I 11 . .: 1 - I I � � 1, - . .. . - � I I - � I .� .. I � I ,,!:�� I .1 . I I I .. I , I .1 : ��__::.�____ . 11 . - �� . � , ..... ... ... . ,. - --.�, . I I I 11 I "I I I I I I I � t`� : : : :1 I-,, �. .1 .1 I I'll : ----'----- ,. � i . . J , I I .:, ok'y ,...11 � � ---- � - -_---------- - - I I I I \ ) � - �I ?, I I ) ti, I _1 i A �� .. , �,� I �, ,6,��1_�� ,- , --1- - �- �� - . " --;:�.�� , LIFE STORAGE , - . , , -, I I i i I: :: II',P�C rA .1 . %W� i � . . .,r \ � " I , -. . : I . I I . : . I � ,�. . I :I � � I j I I I 11, I _ .I_4�_,z ., i I I I . 11 I I . .."11 .q� ,,, �:I . : "�, _,'Imz_ -5--Rj 1 1 .1 . - .. i 11 I . I I I ,� . I ill � . ,: �...,� 1.� I-� 11 - .--- rs I I I I \�,a ,,,�,�. .. ,I � I .� I I I 11.1 � I 111. . �41" 1 .4 . i. ""' " - . (" I . - , , `1 I I� "IF � 1_4 11 11 11 _ 11 i 0 I I Z V,mlf,I w _ � :� Nea,fli,00 . A � tm I - _ .1 . ;; _ . � I I - - .�, _ - . i � I , I � .,,,r-�_ :.� , -0 �, o .. 1 -��3 11 .,z � � L I , I I , �I I . I I I 1. I � . I .1. 1. .1 .. I I I—— I _ . ... I 1, I ,,. 11. I .1... I— � . I I ", ,..�: I, � ? ",* .1. � I � I . I � I I I I . , 1' .11 �..'� I I `�__1'44 -_ - �VANIM .9 � 11 '_ _� I 1.�"`1 , V.1 6467 MAIN STREET . � I 'l, : � , 1.1.1 :, 111\1" ,.", - .. -1. I . I 11 I . I I I .I—, ..; , �, , . I � . . I , � � : I � � :_�l Iv , .,� I '.".. .1 I "IN . I� A I _ le 1, .5 . �,AK,S,1784�1�0,344 I ....1.1 : 77� '. . .1 : �� _jj�j �-__ . � 1 1 . 11 I I . I I I ;,- �'. 11 . ;,", .: , ::._ . I I I � .1,I .I . _ :.� � �� I 11 1�..........., . . . I �. � Or I .. I .� i .I � ,�.: .:�........ ... A\ , , � ,, .I.. I I . I . ''... 1 I "..:;...:, j:: : . .111.1,111. I I "..'..I ��,�. ""I'_1 ., ., . 11 � I I ., � ! ,� .... �11, I....I 11 I.. I - I ., : I . '71 . ... 1 '.., I . 1. .. ;.::::.: I I .1 I I I 1. I . _ . I : 1-1 I �� . .� . I � .. PC=vmmw . - : All - I I .. 'I �k I. I I I . � . I I I I .I:I I � , ,. _ ... . . -,I.......... .,'' I I I I � . ii :11 _ ;j-1....�-_. . .! . 11 I 1: ,�,1. _._. , . j � I 1_111.��I—— I I - I . �-�,., I.., I...I."...'... . � . . 111-�r _, ,.,,,. �I :::::111,ill�� I - , , , , � I.I I I .. � . .. 11 .1 . 111�� , � � , �A I I . �I 11 : I- � . I 11 .1.I.. 1. 1. :tm ,�, , .". " 1 !F � . 1. . I...I . ,� ; , WILLIAMSVILLE, NY 14221 I.. .. . � ,.I 1 ...:.: ..I ....1, I . . : ,..�� 11 I— - :1.111, ....."... �.. _ .1- I I . I . I . - 1.11 .... , I . . �:� ,� I _ . I." WZ � .s I� � 115z :::.� 1. 11" I 11 f 1.4- :- 1-1 i r,, I , ,.I.el: , . I �. . I �� t Nq�j ..... i :,::::::::. ..,. _11........ I.. I''.. , . . ,� . I 11 I I ... I I - I .11 �: I I ::�� ,::.:, l- ''_ 11 . . 1. 11 . I . i:,�� I I 1. 4 . : . 11 -.1. 1. I ': ". : I - I I 1.1: : � 11 . -, , 1. . !i I r :;q"" .;,.: : . _ ; .. . . , . . . I 11 I I - I I . , . �::::,:::_��! 11 . � ::� :* . : _.I I X I � I 1. .. I : , I I � I'll 1. �tZz�_ I I : I � � , � ,x I I : ::. .1 ,:d:::::! ": 1.111. 1". _.......!..,4: _ - - I �. 1 . I :, If- , ::�: _11-:11 1. 1-11 I g&A2DRktm � RN3;�� I 1. .... ,.... I � . .I..I � . � I 111.�I—— . 1. .1 �.,-\ � � I [: ttt�,� k I � I /,,, I � . j ,\ 11 - -_- -:=.- = ._N�._ � - � __ � k ::-) �,p I � . I � I.... .. ......I 11 I - I . _. 11 � I'll, _ ----.-. I - -- I " i ��_�,`,�-FIi44 � -i- -, g , I I , ! ' )�- ' I ,� L PROJECT: I I ll � 11 ''I� �....., . 11 .. q , I ... I ! I �', I I I.. I I _____ - - - I I I I I 1: �.� � ;1. I - �13"� [T = -----b----E'3-;:-=d--, _U -, - - �� zlytzi,f;i I L I I . , )",!�, �,q! I A . I I I I I I .I . - ---cr - - -Ij U 13 2r"�o _ . I 1 �J_ 'A I . j L I . .. � I .. .... I . L , I , i" , � -- _jj -I ritw"""." - - r IV ''. , I ..., if, - I 11 , L 1. . - - :3,�,__ _. .---,---- __---- I -L j �_ -� I --!,�n z 17-_ - I- L I . 11 . 1.11 . : I. 1.,�L�� .I , __1 ,f ,, 'L'' ' A - _-4. � I _ _ . I—. ---,---- . . I i �=Pz__="�a _;;,T;;tk;m4P;;m7 1 1 1 1 1 1 .L I . I L I L L _ I L .I I . .. . I I .,I I , I I I - .1 I I 1 _ I I—_ ,,,, -_ ,_=_-.4=__::�0,=-\ �4� _n ___=_,'� -1 . I L I L L. .1 I . . �K I . I . I . . L : . 1. , 1111%1�;,� I 'll. 14� , , , , � .,-..*; �K�__, � - -1.7! =::_ -0� 111 .11, L L . LIPP;P�Ipm t LIFE STORAGE , - 11 L . .1 , I., L : j , : , ----- I I _�- ,��,,._____ArA,__-� 0, L., ' . L L L I . . I I I - L '' I .11 1L. IL .1 . .:, ' '. I . .'''' o---�:v " L I P I � L : -, _,__ _, .. . .L I L . I �, L., . .'r, . I I —% L:L :LL 'L 'LLL -1 � I IL L. I 4 . . L . ' L I .L I ....'.L 11� I . I I I I � I ,� , - - , ::., - .1 I . L 1_1'!7 L 1 . N . I . I . L : ,. i .�........ .,,I ".. I '.1'."', L �, I ... L i_ * 'LL . LL :1. : .... ...�� L , - -% . , i L : '.. . '�7 �:::::1 , :L - . �,L,::L L .LL. '. _,�.,_* " I .1 ."i I I LL L L' .... �. . .I'LLL...L L.I... L L I I I I I.L-L...., 11 I I I L I I At-:-', 1: A: I � L L 1. .1 1. L I , T I L ' L L L I I .V11 -1 f2-_L�L'' L:�:: I .1 " - I �w' L 11 1: L L LL.L L � . i, I I I . I i I I\ . L L V ..''. .L L L it I I -_%i I . N L L L I I L k . . A'O ,A� ,&� I I 1. ., . . - I"LL. I . . ,;`t T(�kl,�K,,,,19F I I .1 . . I L I L. I . . L --- �L..... I.. "' . L L' '\ L . 11 . I I I � L \ . :: ' I\- S I I 11 L L . I L .A L - 1, L I I 1. . ...L. . I L . ,.1, L . , I .. -.1''I'll I 'e" L' I''L . ' L .. . . I . LL .I I L ....L. .1, . L 1. . I ,VX 1, I ELOPMENT , L' LL ' 'L ... I . . , 1, I 1, . L ,�� ,;,::t� - - "L" :L::::':: ,I,::I I..:,::.:::::: .L:': ..WI. I I I I .I " :,;J*6��(,4r) _ , . 11 I I All, I, I 1. I I I I I . I . I 1. . .. .1111. � . .., I I . I. I 1, . L:' ? I ,--I. . L tj I.,., .:.:L: :',_ . . I . : , L . L I. I I I i MANA, M, 'I . REDEV .1 I . I I I I :, �:T� - : L 4. " -72 '�r .�j� I L \ . ii�,"" '' ��_':, _; .L . , I I .. I—— I—— .1 I .: - _ � I j i ��.J\j, __"' L .j I . . � '� "' , 'L in-, , "r 1. . 1. I 11 , ,. : . . :'.L L... \ ;t " . I L I . .��, 11 , ,;?& I.. I L ILI. _� I. 11 'L . .- -t , L .. I ,, ,.. I I L 1.I—. ,. 11, , �"� 'L ;L�L I . I , I 11 . I Z, � ,�41_19�) 1 ?�-- jEj,�( `%�.'( / .LLL 'r L, :L L 'L:::::::L� ,:':L . ,. , I I . ,V I i .� ,'� �,.;�'�4', L , lop L' ,. ... _!� , , L � � . L I I , 1 I I I . ... I . I I I..I L..L. ...'', . I L I . , , �� . L 1.LL.L, _ L 1: ' 7 FrXICE L I :1 . I �, I L " 11 .......L LL.L"."'.. r� � ' L I—:.: ::�::: :� I :�L�W"" I . . ,�� . . .. I I . I I.. . " loci, : :i: I I I..'.L.I L L�:,:.'.' ''�..... ::L: L - _�.� I L L I I I: '( - '% '0:"'_'7-r�'I)V�L: I _. I .. I ie ,,j4L,:L L' I I.. .11 .L '' ' . 1. I .L 1. I I .L I L L L L:... � . I I . L , ' ' LL 'I . 1 . "L L ' ,:. ,A AML Y:: ,:L::: I i I L. . . L L I 41 L V LL",L, .L L"" L, ' , , .. , ILI L \ ::. L .1�/11 L L �'f`i�""r"7i""' ' :. ...........L.L' �L L L ' . ��.1� L L .L I I .I I . .. . I L I ..'' iL... L::::: . I. , I I L L .I I L ,� . . L L .1 i . L t _ L I I :L :. LL . I k ......LL L I .L�:::::,�:]i�:!:7�jo, t444'N&E' I I , \ 435 HIGHLANDAVENUE, k� � :� , , L .1 I , ,:L . . X . L I LL I'll I I I I L. LL. .L � I ,��Li ,1 . T?�UST' ,. 11, I L N L -4 -0 . I , . L L , L . . . ..'' .L L... . . L :.,\ .':,,_L' ' I , . ......... ' ' " ' . t Ar"�I It I L L. I L, L- L ,.I., � ' - - :. ! 'L I(x . '14" K,`. L'��Itf� . L I I I I I L''L.:L L.' '� J4,4 L,''', '"' � ...........�: :: L :�""I, '' L I.1 .1 .......I I L I I. . � I I I L 'L,11 L....L � L., �L 1.1....I—.I..� � I I I 11 ''L, I- L IL I � ,#t _ 'L:..11 I . I . 11 I...I—, . . I .1.1 L � LL I I L . I I L . I 11 . I� 1, � � : ' k,66 .".. , , : . . * I _` t \ 'L''''-'' .. I L L . I L . I I L L X ( ,�;,; ...I L I � 0 '_I�_ .L L I I I t lit i I SALEM,, MA � ilAqL'A' 1,&t6j"S)" . .. .:.. :1XI ' T, _' ';�: 'L �1_ I � . ,!Lj,r(.4 � I I I .1 I L L I L L I N ,- .1" . L L L 1..I..I I I I I I I. .I. L. "'L ' , , . �.,i, ,V ,*, I . I 11 .: . ..... L L L I L,L I \ / I. I'll �: :L . I .I . . L ,:t� r� _` :: 1.1"' flf;_��_7 lllflo��?e5� . . I L L I I � L .........LL.. .::: I L I I : ,, I . I I I. .11 L: . I L I I 1.L.L L. .I I I ...,,I :.L "LL''':::'I � I I .1. I : I..... L L' . L L I .1.I I I. .. .11 .I . I . " I. �!�,, :,:::L L.: L LL....I. ..1.I..,... L.. .. L 71 .1 I. - I . I I I. .I I.:::. .L � ..1. ;:�:��L . ...L,L. I I. ..:.:,\'\ oI� L I. I I L . . I I I.i.,., ,'' . L L.,L'L ., ... ::I . ..1,. I " I I L.L.I I L I L I : .I L L L I I I . I e I . 11.L-_\L'�!�;: .... I : .::. . .. .* : I I. I I I , I I I I . L::.1 . ", � ....... , ",'''L L L."" I :: .:::..............�.... __ I: L L: L I L L I I ,<�, , . . I I . I I i L . . . j . I I .. I . I.,I 1.11 I L L.L . . ,,,,:� 1. .L L L....L. .I .I . .: L L L. I L� I I . I " L L I L � I I I ,::..::.::":::,:,::L: ''::L:.:.:.:.:...L L �L..'L.L .. I...I� I.L". ..1. 1: . 1.L I . LL I. 1. .. I � I IL LL L . .1 .I I I :' L'' I.1.I I., 11 . :��w.. .. L\ L I '.L' :::L"'," ' '' L,L �� . � : ; L. .., L. ........11 I .1: ::::::.: L L L L:.::::':', !�:::L:: ,,�:::, , I . I .. ...I .... I I I L� \ . I. I I . I I I I I. I A L L L L.L L . .I - .1 .L . I . I .L I I I I I I I I I. .. I � ,::::::: :,:.',:,i'::'.:.::L:::,::::::'b' ::, ....:...., L. .I . L L : : �N 1, , 11....11 . L''' .L. LL. L I 1. L ; . � L L ' ' .1 L . : I ,. L 111.1.....111. 1 I .1 . I I L I I L 1. .::... : ��L . L, L L L .I ........... ... .. L. L I I . 1. ILLL.. I L ... I I I I—, I I...L.. .. .11. _ ..::::::.....:LL.LLL:':L�::L:.::.:, .....l.''L.L :..''.".. .L", I I.. I IL . I L .... I.. . 1,I 1 11 .1 . . :. I L I I I .. :_ I I L . I : , 'I.,L. - I— — I .. . L L. . I I.. I L I I I I I—— I I: �. I L L: I'll . �..X,��:......:.::. .I I...I ....1,�I., ::, ::::::L:�:, ::::d: . I I I I I I . 1 L I I I I L L L : :._ L . I I I I I \ I L I I I. : L �:� 11.1 ...L .L�, � 1,1�`:111___�111,:�m' ...1 I I...� ! I I L.':::":.:L :L:L '.� L:L' I . I. I \ I I I I I 1.1.11 I I I 11 L. L\ L" , ,,, L L' L , , L .::: :� :: m. :.: . L . I I. I I :L'' I I I I . L: . I I . I........_..L , I.11:.41:::f:._.::: L,L -LL ' L _.".": L,;,:........L........ 'd I.: :: L '... . - I . . .1 � I I . I I I L I I I I 11.1 I ... IL I L . L I . I ... ..L. I Iiie , , '': . "LL'LLL-L.. L. -L: �!�.:::� 1�:::::,: .11.1.1. 1. . I � 11 I I L L.. 'L....1.1111, I 1. .. � . L. . . I I I . . .I.. .I...''I L � . ..11.1..'., I - , , ,., ... I .1 . . . L ...'' . .1 I ..... . L L: ::: L:.: .I:::::- � L : , : I I I.. .; . L . I , " '''''' '' I : . , ,\ " L, .1 ..... L ' . I I I I.. . . . 1. 1.I I LL .1. L : 'L ' I 11 :::._::::_,L , . , . :: �'::L:'�.'::':"':':,� .11�.....:.L ''..''. I PROJECT NO. 2570-01 DATE: � 06/25/2019 , '' . ..1.1.11. . : .- LL I . . !: ;:::.:.:::::.�L�L ,\ A � .,:, ..,..�::L�:�:.'�.L::::::::'',':: '": � ,:::,:LL : �.: . I . I I——"�; ,, , L, L: I I . I I .. 'ILI.''. L LL . I' ll I I . q _ , : I 1. .: '' L 1 .11 L L L:L - I . ......I.L. .LL L I .. I - I*.,:,. , '' .. L L L' L.L.. I�1.1,I I L L:__::,:,_:_ ' ' : :, :L: L I I I L . L :.... . L . I I .I..''. . L.:L 1.� I� _:':.::j::,: ,L:,:L: L . ':.:::, : LL I � . I ., 11.1. .1 L L, I L .. .I .L L.: 'L L L L L .11,11.11 :'' L . .I ::,:::::. '�\ ::,,:::,K �_,::':�':.L L:�......I-I LL LL'L LL .......I......... L .. ...I L, .L � .11 .........I.. L' 1. L L . I—— , .1 .....1. LL L L.L I L � .. � 1. LLIL I I � L L I L I . L .. I 1L.L. . I I I I I . I L .I I 11 . L I . L' I L �� I :,L:.. _.... . . I I I __ ,_ I I I \ I . I I 111.1 .1 . I.. .. . .L: L:L.... .. I L I I I'll, ::'::: "r� LL �� I L L I I L .11. .. .1 1. �, \. 11:� .....'.1'...'.. .....". .L.L...I 1.II L L L.L L..:..::.:::.:1:,:. :. :......... � L' L : L :;��:::::::: L . I..I I—.L,L.L'. I''..I I ,I . 1 L..... ''LL.......11...... .LL:::'' I I , . L I .. L L . I I I :...:.: .:. L, L ...L.....L ''L, L : I . 11 .....L............... ,. N't,_\ ..........,'', , 'L L, - I I I . I I .L . I - :: . L I L I � I I . NOTES IL . GC4 �!L',' ,","""'L........ ' I I: I .I.. I...I '.,,1:1:.1.::. :,:::,::'1 I.,..,..1,.�1.�I L ::''L:'L I � . I . . � I I I I I. I I I .:: '' ' L: L L �. I I I :��:��:��!��!��L:;.�, I .. I I"..I..... ._.;_ :q, ,�:.�.....L: ::.:.:.: . .I I L. I:.::: I. I I I I I I . 11 ..1 ..1.. I I . L L'L '-'' ' ":...�'::::: 11 .,�I 1 I I I .1 .. . I .j L I I I I ...... ..I 11,"1. I 111. 11'..'.."'...'....''.1 ''..L.L.I......111. ,''.�: L 11: : : .111. I � .1. : . 1. I I I I -2V : DWG.NAME: , -2570-01 1 1 1 1 11 . . .11.11, I:........ '' .:L L .I .I I . :�L'::::' I � LL L I—" �I'.:i: .. I I '_...........:'.:.......... . .� L I . I I L SCALE: 1", C I I , 1.11 I 1. L L- �' �:I 1:11 I I., I—— I I I L. L I . L. I L . I I I I 1: I .. 'ILI I 'L ..I I ....''. I..."..":, , � ""' �:L ,".1.L" ... :i'. :z:: _�,::.,:."". , ,L:,: '' ...:.:.:: '� ...::' .I I I I . 'L I 11 I . . I 1. . , I L I. I I I ..'':. � � . I . I I I 1: � ., :x , 1 1. 1. I I I 1. - I I . .1111 L .1. , . � L I . : I . .,' L...LLI I.L.,1.1: . I . . � .I I ; I I I I I I I L . . : I I I I I . . L L L L ......L N .�::: , :�..... .............L ' L''' . ..., I � I I .I I I......L. - \-\L , L�� :L:'.'L. L ."I......'''"','"','',.'"':,:,:::,L::,:L ::W: L I L " , .::.l: .1 I , '''L :.: . � 1, . L 11 :: ., . .1 L I 11 L L L� �, """'.L:LL�\ ' �, .L :.�%.: :�� I . I..I . ..L. .L L I . :..._.:,. L. ''': �:I]:::�::: .: ....."..'LL :j:::::::: . L.. ...L:.....L ' LL I- ' .�.. . . ..... ' L .. I . L I I L' : I L ..L.I . . .11. ..I 1 I I.."..,�x .."..1.1 I ..."'..1111 I I . :� , L I . I IL L LL I I . L I L.. I I 11 L I , I I I .: I'll L L I .L� ':1L 1 ': L . :. L L I L I I L I� : ':.....: L I L L L ..::::, ::.:L .; ,�� .,:,::..��,�'��. ', '�', k LL' 'LL""'.1...L. L , L: ' ' � L ': : 1':' LL': 1. 1 I 1: L I1: L L . I I . .1 � , L I . I I I L*L�i.....:.:::,::L:: L Li:L �'' : -: .. I .:LL.L:.'::::.:.:... I 1::�'''� .L L L..L L I 1- THE LOCATIONS OF EXISTING LL UNDERGROUND LL � L I I L � 1.I I:— .' L 'L.... .... I I :L ': L.L.LL " I., I . 1 .L L.L.......I� .I..1. .L L L L L w, ; L� I L I ,UTILMES ARE 'SHOWN IN LAN SJL/BES ,CHECKE . I L L.. L I—— ,��: 14,..I——L,LL L .:_ I - ..LL.LL.I......... �...: :':''":':''L:L L...I L L L ...I � � L. ... - , I . ,� I \ I - D BY.', Cm L L I....L.I L I w L I L L . L �. I I .1 I I ....., L ...1. I L I LLL. ..1. .11.1. .LL "L L tL '"': ....''''' . . .1 LLL : L..... ... ......L'L L L I., L.L L'LL I..'.L'L'.L L 1.I L,"'L , L I .111, :L'' I LL��. INDEPENDENTLY., 'By L . I I .I I . . I .L I L.... ..I 1. L L i:i::_,:, �'_... ,_��,�' L: ........... I ILL I——.. L L.11: '' , I L L . L I.. . : DESIGNED BY. I I . I L'L L ., .1.11 � Q L I I I L 11 . : ,. , : I LL -11........ ...1. .. L I I''.I 1L.''.. I L L . .L I'll I I .1...1. I L ... VERIFIED . .I L I I I I I... .L.L....l.'.I :'L................... ... . .11 I I . APPROXIMATE WAY ONLY AND HAVE NOT BEEN .L� 1. ......... :::::.: ' .,".. � 1.I..I I...11.1.... I L 11 L I.. I . I I I : I I.. : .,"I I..I I 1...I� I I : ' L''''''' . .: '' I ' - 11 I I LL L L I�, . L.11 ''I ''. I. I I L.L.I..I.. . 'L :" ::: - ;:,��:��:�:��,-.�,��:! ',,;O`i L ...1.'.I... L I., LL.1: 1. ,:L 1. I 11.11 L .:. 1. I I I . I I , :L I I I I. .11, .I ...". . , 1, .. '.L L , I .11 �...' .I I I. 'REPRESENTATIVE. �THE 'CONTRACTOR . SHALL :.�DMRMINE I . L . I I L: L L I I .I.. . . , . "'' , N _ I.. '' . � I . : : :, I I I L I I I I I ,:::::: 'k0k,b'LINt I . I I ; 1. I ... I I L . I i, . : 1: . .11, I.. ..I .11 , L' " .. �I � , ....... ... '' I I L I I 1 : L I L L I . , , :, ,*: ,: , I': ' �, , : ::... .... 'L . � I. :I I='' L 11 . I 1:... L' d L .�\ L I'LLLLL I . ... .. I L ' ' ' OR WS I L I 11 .. I I . L I L L 1:.... L.','.'_":::: .L L I:�.:�,:; :��!:, * �:::::::: -� : L.L I , L: :'L: . : L' 11 . 1 :'LL L L L L . 11 � .. .I L THE OWNER ' PPXXARM BY: I : � L L .11 . 11 I : : ': . I 11.1.11...:''L::::::::;::: .. I I'll .�4 'L L' . 1. L L.L.L L I L L'L . �:%:L:,: L:, L L L I .I . . L . L' 11 11 .L ... .L IL I I . I L LEXI L 1. ILI . . I I ., . L I I .L' . I I IL . L:....... .. L: , . I I -:BEFORE L: COMMENCING WORK . .I I . .1 - .L'...'', .L::,� .::.L .:,": '::L .: :... ::L.... .: . ,: , L L . 'L L L L . .. :L' . I I I I., I I—':7:L:::::...':::.:L :T'' : .. L:' , ,��:�:�:::�::.:::". . : L .'' , L I I I , , ... .. .. . I : L 1. .... ,4 , b, .:::.::_I ...I..L I I I 11 . I .. I L \ . _ - ' L L.I I: . L L�, , , 1<1 , . ALL STING UTILITIES L I L . L I .. I ,::L k ::,:��: � :, . . I I L L L: 1. . 1 1. 11 -I . I".1_1 I�'': L .".., _1_ .... .. 'L" .:. -L L . 11 . I... . L L I I . :, I 1, . I L :L' ' L I I I I.. 1.. LL , L �!1��.I ,:j"�, I I I L..:.'."",....'.1: :::i.:.::: . . .L... L .L. I I.. I ::: L L L L L.L L I .1 I THE EXACT LOCATION OF ,� , L L LL ' : L I I I 11.1........... .1 I——L.L. I 1, L , I I 11 1. L I .1 .. L I..L .,,,",,",,L,L L",,'' L . 1. .1.. .....I...1. I . . .... .. .......L L ...".I , I : , I .I I. 1. . I� I I . -WHICH I L:�.�:L I L ;i�', '.'',''.,'',�I.. ....11 L....... L I I . I L 11111 , .....L L.I .:.L - , " '' , _ 'L...... ,L.....L''LL I I .L L. L L.I - I . L I . . I'll ... I L....LL I , ''�. :,..:,.,__, ' L'' . 'L: :�:L......... ... .. ':''' I.''. . - : I I . . I . L L I 11: , � �::�� ' _ . 1. I .1 1,".. 1 .1,....I...... I .I I 1.1.I I:—I : . 1.+ 11 I 1.111, I . . + L L . L . . I L . I L L I I+ L. , ,,I .. Q I .1 I I.. L. I L L L L� I I I I . : I I I , �. .LL�L�;�]��: 'L 1''..L .''..I...". .,I........I........L: '::: '':: '::::: . L ILI —— .11, - IL L I . AND AGREES TO' BE FULLY RESPONSIBLE FOR ANY .AND ALL DAMAGES L I L I Is I . . I .1..I..., I L L..1: L .. .. .111: I :::I ,: 11.11,.....I.. :, .,::,:: I.. _ , ::L:': ::' ':;':�'+I':"'++ . I I I I I I L I : I i I�:::::,. , : L' . - I..............1111 I .1. . I � . I I I � L 1. I . I I j:��j 1�1"!�!.��.+�!!,.�:��L�, , : ,� L:':" ' ,+, L.. ......... 1111.11.1111 .- 11 I . .1. 1. .11 11.1 .I I 11 I I I I 111 I I . I..1.11 I ...''.., I L L L L.. L L I . I I I ...., : _1 I .1....I...I'll... L ,, �, � :, _ : , , L' LL I I I..IL...I 1 71 . 1.11 .11 I�:: I I . __ - , L L' I - I I I I . 11.11 I L.L..''111-11 I L + . L I L 1.,1.11.1... i::�::��.�:::�.�i�!:;: r . . .X.': ,:: .':'::::::. :L:. ..... ... . . RE TO EXACTLY LOCATEL LL - L I I I I 1: L I . I I ..", ...I I I .. ,. .::::,::��:.!::::j:::,j:j:::::,:.,:�I ,,, ,, I L.I . I I . I . I I I. :: 11 L L L..L 11 I MIGHT . BE OCCASIONED BY THE CONTRACTOR'S L'FAILU L ' +4 L.: .L 'L' : ,,:. . .L�L .1 I . . 11 . .. L .� :,.�.: L:: � L .":", :::+ L . . ..... 11.1 .:::.:::: .L . 11 I + I I 11 I I ::+: . . 1:...*::-, , ..... I L I I . 11 I . L 1. . . 1L. . I L . I . - I. I I I . . I �:�Ll 11... L I L I .I I .. L I L L. . : IL I 1.11 L....L I L :L' ' '' I .1: : '.:'.': ., ,,'''''' ..... L I.. � :: ,L L L I I I , L'L:': I �:L� L LL 11 L.L L I .I . I I L I L L . I L. I- +. I .. 1,-_.:.:'::.:.:L , ::::::�:�,:��,�L ..� L L I........:::I I:*::�.I I I....,... I + .. .I I .I . 'L L . I * + a + I .. : .I .1 : 11 .: I 1. L: . LL .....I.I.: L L.L I L.L ....11 I I . , - ILI I.,...I Lr 'L L .L L L .. . .::: L L IL : . .'' , � 1 1111. I . L . .1 0 L+L I'I.,.....� I .:". L:L L 1. � 1 LL ..''."..: , I . ..I I .11...L L I:_ I . I . . . I I. .:: I L L.L .1.I I L .......11 I _ +L 11 .1. ..:.:, e ., .L -:::::::,,'':L::::L:LL ' .. I LL 'UNDERGROUND, UTILITIES I. ill �_ I L . . I L'L...... . .L ' L .... ..,IL ''"'' .:::Ix\1 L L.L_:::: L '''. ' ..11 1. I'll, ,, , ,� 1:�: L.L 11 L . .1 I IL I I . . I L I I I 1. I 1. .11 ... L: . �'' L, .L.....L...1.... I+L:L-LL . L .11.11,1111, . .1111: ... " �::":::,::'::::::,:,::. 'L :.':LL _'L."' I '' !+ .1 I I I . . I. I 1, I I I I "I . I I 11 4 I. . . . L I .-.,,. .I I . , ...L _ 'LL �I'll IL I1 . . .....L . .. I . ... I I . L L. . I L 1:, . I..........I.. ... ...L. 1+111, 1. I : :; .'.L"I'L''.'.'...","LL"''�'LLL.. 'L �+ I L I I I L L .L I � + I ,:,,�!��]��:�:�i��.:,:,:.�.i:.::�:- ,_ ........'........",I... ...... 1 . I m. .L. , I 11 . .. 1. .L. . I I I .: 11 I I . : .. , L : , :,.:,: .... L L . . L,'L , 1 .:�4 L,LL,L,''-+":.;':' 11 . L�L I .1.11, I I . . :1 I I f_:41 I L I I I. L L : :: .I +1 L I .I. � .1 I ...1. I L LL:,LL.. : .::L,: ��L�;' :L,]', :.�:':::'�,::' j,::j:,I! i................L, _''L _L'� ,� . I 1L., I . I I I I L . I I I I I I I 1.11, ''.. .L. . ..tL L L . .11 . 11 . I . ILI ''.. " ''L::' :: I L L I I * I. 1. .I... I I.... I :::�, " �:��:�;��;�.�:�::, L L' I 1, 1, L I I . .I L I I I . .L 11:. I 11 . 1: . I I. .L.L . jL'"', L ++ '' ,1 I,:\ "'.' ' ' ' L. I I I 1..1 . 11 I 1::, , ' L . LL I _� L I . 11 . I I 1+ I .1 .I''Ill., .:L:':,:!:: .. :::,i,'.LLL' ' ��..,:::'�":L:,:'.,.' I I . "�, , � _" . ,'' ., , , I L ' 1 ,2. THEINFORMATION SHOWN ON THIS PLAN IS THE L .1 L - I I : � I I . I I.... .I... : � L: L' ; :'! 1.: ... ::;:::::� I I I I'll.+ .L.1.1.I.. I I ..L:':':L::' L I LSOLE PROPERTY OF LALLEN .,& I . . . I.L. ... L I . . L. I I I I .. L 1:.: , I ., L:: :L:L � ,:a ::::,:::::.:�:.::.: : ::�"L: W9 L� , , I . I I 11.:: :::::.:: L��b L L _ - I , . .,L.L L......LLL. L L. . L .I 11: ..:: L .. L - . - - - -_ I I L L . : , ,., , L L::L:'�':": �:��:::�:.L I...,1 1.L L.-.I.". , � � ...I.—I I L L' I I:'L . I . . :., L , � . . .L I .L :L ' :, L I I . . I..L........I..I L:: ':LL_.L L � , .. ,.4 � � , L L ' '. L'L I ,, L L L.L L , I I I I L I I I I ... I'll . L I L L LL... , , I .1 L.' L- L ] I I L L . . I: I, 1... .::........ L L I L L L I L . L I L L L I I . . L. . .. I:::::::: ... I L ..":I +L+' "'"'� , �i I .... 1L;L:L: 1 '4, q...ij...I.jl� "", L::LL .1:. �L L I I L I�.1. I 11 I _ . : I I . .I I L I I ., .L.''.L. L :L:::L:''L, , �_:.- ., L. L L LL L 1. .I 111.1....... L .1 L . .L I . . L I v- I I ..L... I I:,'' L LL L . I , ".:. L I -'LL I , �.11 I 'L . 11 , .I L � L .. I : I. . L L I L �I I::.:.:::: . .1 % .11 I 11 . L AJ , INC' � IT'S INTENDED L USE IS TO PROVIDE INFORMATION' ANY L ' ,::�:�L..... -':':-�_ L . I I L:LL L''' _11 :. I . - LL - . . I I — LL I I.. .1 ... . I L . ,. I L L .. . � �1. :: I .X::.::.:::::"L L ......I....,I I,::L::L + . I :,,, .1. I L L I �� . I I .11 I: . 1. L.. I . I I I. ...I 1. I .::L . _ L ... . 11 .1 I. .. :,.::::":::,:.:.:�:: ......:... I LL�........ ++,,1.L+::.. ... . 11 .....I L I..L .11, L I ALTERATION, MIS , R RECALCULATION -OF INFORMATION OR . DATA WITHOUT LL I I .. I I'll 11 I'll 1: I I. .....,".�'L..':::::.::::::.::.::�'',".''.''L... I 1+, 1, I .. I . . I I I . I . 1 . I L I L L L L .1 I: :+��. .1.111.1.11.1..... ....L.'',L' L .LLL.L: LLL. L' +_ I .1.....1 I...1. L '. I . I LL : , . - +,I.., 1, L I .. ...I. I 11.1 ::,: : I . I I I L I . I I . I I L I. I., , I 1111 I...:. ��, , , L;LIL:,L� 1, � 1. I �::'L '' L L L I I I . . .... ' :: :::"::.::L::.:::: ;: . LEN I .1: I I L: .:: . L I . L 1.1". L L 4 .. +L,L. . - : I 1. I 11 I'll: I I L L L.L L L I I.. .L. L L L .�:.��:� ._,.".:.,.:... I . L L L" LL:, 1, I .11.11 I L L L L...L , L L ... I :L . . I .��': . ,:�:,.. I 1, ..I. , :L 1.1: ...... I ,,:� L, , I I I 1,I I,:�:::�.x*,::.::,:::.:::�:_:::.�'L!L;,::L I� t L L I_— I.. I% I ;. I :..... . L I . L . L L. I I'll .1: L I 1. 1. I I .11.11: I ..: I:_ INC. ,IS ..:.i:1:: . L.. .1 L L.1. I I . L .. . I . I I 1: I . . I .I .1. . .I I.",...I I"..I 1L. 1 L L...... ... �L !�j Ocro : : � . . L L .L. .. .I L L I L . ...I...'' 'L 4z .I I . I L L . +�,] , +, , .. . . L''' .. . L .1 I I ,+L":,::, � ��' ::i: USE 0 � AL & MAJOR I I I. I .1. I I I I I . .111 . � : :� - I I . I . . . I I L L L L. I L :, �.�: L L I L , :, '': :�:+:::.:.:.'�:, ::��: ��::: :�'� � 'L L ...... I I L 11 . . L. I I . LL L . L K I � .I I I . I I...I L. L..L: : I .:L:'::' L. I .1 1. , : L _I�L':.: ,+:�..:::::::. I WRITTEN CONSENT OF ALLEN & MAJOR L ASSOCIATES, 1, . . L I .:''L::L:L: ,: ,:L:...L L L I L I., , 1,. I. I I I .. I I L I L 11 I . . I L I L I::: L L L.I.L L I .. .1 I I L , L:':.::.::'':.:::-:.::..":��'L:.. , .. I L L L I L L I I I I .I !L: :,2:.:�.:: : ,L L � . .. ..I 1.I...... .1. "L,L . . .1 I ... 'L I 11 ..I L I :.� I I � I I I 1. 11 11 I . .I....I'''', 'L''L L L L..... L L.L::L L:L ' .'' +': : .L �',�I. ''. :1 ':':::::'1.I I I . ,U, .....�::"''L...:. :LL7., . I L STRICTLY PROHIBITED. I I .. I L , -I ..� I L I....I. .. . ..�00 . L L: .:'.::.::.F:' , :+::'.I -, I .. .......... L I I 11 I I I I I., L .L I1. ...''..,1.L ....I . LL I L I 1: :.1: ,:::::::: L . , + I 11, . ''. I 111. .,., I ..... I it I . . . I I I I I . .I I I I .11 II......I I—— �,"' .' I �..., 1+I - L L I. � : : : :� ' .,.,... ...,...,...... . I...111. . I I .I I I I . L L V . .I I. 1. I. ......... L.L LLL"..1. ,L ' '' , 'L I - I I L. I . , L ,, '''' 'L'' ' ''', : . . .. 1.1".1... :.......:"::'L:':':�::: .:.:" I L � L .11 . L I L .1 .1.1 I .I I I 11 . .11, I . .. ._,:.. ........ ... ...L' ' � . L . 1. .I�11.,1 .. �: A�, .. , I I I L I I ASSOCIATES INC I L . I L I - I 1: , ::::: � L'.' :"L . ... ....... ... ......... ............ , . : L� I.L.: '. ,1". .1.I...I., .11 ''.... ". I: I L I JL I . L I I I L L � L .. 11.1 1. 1:::,�::::';:L::'::'::":, " .: , I . L . I I I I I . . 0 1 1..I L 1. L .I .L L � L .I L. L I . :+::. , ' .1 11 L I I L I . I . m;::: : , L I L I . I L I - .. I L. �:��L:' -' : L :�:�::�:��i��,L:.�:_'L.�:1::��:�:+.""L'''', ""� I . .L.11. I L L . L I I L L I I . 11.1. .1... , 1. I 'LL L ; L L L L I m ; :: . . .� I ' . I I I I L L I I I I I L .I. LL... 111L.LL L I I . . I L I. . 1.11.1.I...�:L,.....,:.:�L:..��.:��j�j��:�:!��:�:�'::::�.:� �:��:L + .I I.. ..11 .I . ,:I I L L : 11 1. I(i L LL I I L I I. L �";L L . .I L -i:::"�,�,i:L��i��:::L::�'::�'�:�-��':��:��L.�: ,�. _:: ,_ ::' ... ......... . . .......:� ...1.I 1: : .1 I I I I L L .L . .I . L . I I L L I I .. .. L:L: ' I . L . . + : : ::,::: L:L L.'''' . L ' I....,�I., . L 1 3, ALL C.L.D.I. WATER PIPE 'SHALL BE CLASS 52. L L.L......L. ., L I L + I "'L. I.. 1. L L L .I L L L I L L. I L I L.L L.I .I L L L I L I L I. 11 ....:...."'.:. ., �LL 1:'' ''.' I I I.. . I . I ::, ,,: I . I civil & structural engineering # land surveying ... .L L" . L I. . I I. I. I L.L. .. L I L .:i : :*:::; I ."...I...".1.I..L .:::::,:::.::::::L LL:L., .....L.'L L'':: :' ': ' I .11.".:+:Lj I:,.:,':';,:+�','.',:':, : � .I .1.I .L I.. I I I I . L.. ... ILI, :L L L L' L I I .. . I I. I.L I L: . ...11'L........11 LLLL .1 L I I L L I .LL I V", I I+ I I I . L I 1:�' I .L L I I L .. I. L::'L::... : L. L I I L L I I I:—:,::,:,L::,L��':::''::" I I .L...,"' ...I I I L L . -+.,, L.' L '' L' : I .. I . I I. .1.I I I L L . I I . I.. I .I I :L L L' ' . � 1:-'::.;:::::.:::.,..:.. L......I.. L"L L -. �.L:L+ L: '.,�.' ' L. . I'll I I ...'' I . I I.11,I L I:: I I .I I . L L I I ..I I .. ..: . .: . . L L L I L L L 1.. � .11 I I .. ,.:.,.,,::.,:.:1:,L.':':'.': .." -:L'::L::: L 'L .1 �: L:.:L.'::.':L�::' . 1. I : 1.11.1 I 11:...L' :, L IL . I . 1. tal consulting * landscape architecture I I I .I . . I I I L:L: I..:�,'L ,, , , .,:,.,_.:.:_:.:..........:"L::::::'':.:,L.L::.'.:':.:,- :::.LL L-"_' +L' .I- I .�L I � "L I I . : I I I..I I I I . I 1, environmen .. : : .. I . �I...'' 1:..:.:__ ,. . .I I I I I.11 . . 1.'L I .:., . , I. � : L....'...''.-I..11 I. . 11 . . L I L' .L . ..L II+. , ..I: I. ..,.'' I ., L..........L L.L L' '' -'',+.:. :_: ,:.. .L ...L. I I I.. L : . .. I ..I.I I I 1. I I I I I ::.. .. .I I I:z I I., I 11 I I I.1.11 :. . . .I ..I . L, IL..I��+�'L�L'�d' ��-�:�4+:":'::��:;�:1.. 11 I . ,.I �"..'"..I . .I .�I" ".'. L._I I I I I : .I: www . all enraaj or . c,om I I . .I I I . I I..I. . I I . I. L. I I I I I.I. .I 111.I. I : I I .LL L I I ..L:L''' L I :: L .1 .I.I.11.1.. L L 1. ::::: �LL::L'''':�:'.:+':'; ,:i .41:, . i I", ", 1, ,......:"" , L,"""'"'' ,,L L ,"":.::::L.::,'L L..L . L � L � i 4. FIRE & DOMESTIC WATER SERVICE SIZE TO BE CONFIRMED BY MEP ENGINEER. . I 11 L ,....... I 1.L L'......... .L L.L. 11 1. .I ..I L . L I . I I . I I I I I I L .....1.I ... I I W_ I : : I I I I I I I 1.11 11 I I L'. ':L' :L L ....;.: :L ,: ,__�:��, ,�L:L L ` � :I ,,. : :_:,:.::,::. :_�,I , : ,:: �::'..I. I I .I I L . . I , I �I I .I I L . ,. I—— I..: :.:',, " LL :: ::::: LL, L:L,!:L::L.::.::,: "'.' : .:.: . L. I I L I I.L 11 I...L I 'L I 1 l' 1. . . I I L I I � L L�L :...:': . ':'L:: ::::..: .11, L: ..1+, ''. ..d :::: ....�.::.::":":L .L L . I L I I I I L . . I I I I I I 1.11, 11 I I. I 1. : L -:L L L L L:L I I . L :.,,I, I I I. .........."L I L.L LL.. .1.." I I I I I . rl� L I , i I I I I. 1... 11.I'll:... :,,: ,:LLL. I _:Ll' 11 .. L 11 . ...:: I I.:L :� . ..... L: I L L L I � L L�. L I I , .�, I.,I ...": L:..q,.::.::::.�::L�..L........"....1,'.1. L....I L .L L I . L .. 11 I L L L 11 . I . .11 I 1, . L.............,1.1. 1. ....I L.L......:L:::...I 1. L::L'L I L I - I I . �L ..I .,::: :.::,::.':.:,::L L L. L L . I L I . I I I I .. 1. : ,,:::::,'L LI...LL L L . :L::.ILL.L L . L .L I... . . I L L..L.. :L� L ...,L I�L_ . - .... I I....... L...ILL.L 1.1. I.. . L L :L L L .I I L :: L I 1. I . ''I".., 1 I.1 .1 11 I ......L...... ' L'.."; LL ��:::�+�:::��L�,: , , :', ,.:::,: ..:�,:.:::.:-.: _::,:.....,. LI——I.:... .I L..I. I .L L L L L I 100 co MERCE WAY, S I E 5 11 V L 1. I .1 I L .I 11 I L V I .I ..... 11 I.L I.L:X:dw�:�';�L, �'.:.:j.:.�".j��:;::;L: :L]2:�::jL� I I .1, . I.1 I.I I. .. I L...,..... "I + L L L I 1. L I 11 I; , L 1. 11 L L L .1 L . I.1 I...I.. 1.I 1..:.....L' ' ''' ' . . L + + - .:,:,:,::... .......L.... .. . : ::: 'L . I zt, . I : . . I I .1 11.,I'll I... .. - LLL' . :. ::... � .: ::� 1 L...11 I I .1... .1. 1:L:...:...I ''''''' '''' :.....L. . . L L' I L I L : 5. GAS SERVICE SIZE AND . LOCATION SHALL BE DETERMINED BY SERVICE LWOBURN MA 01801 . .. . . . . I . L .1 I,I..I I 1..:.:: ,,,:.":�. !.:,:":_._:..,. I : : L.L::,� . � L. I, L.1. "I I I .1 I I I 11 I 11 I 11 I I 1:, L I I I I . . .I I I . L.I . . I I I I I .1 1 I , ,,, L:"::: %:L L:L I I 1. �:: .I I.: 1,. 1. 1:''. . .1. .1 1: + : ,: I . . I . . Q I I . 1. I.: : I . L. I. L : : L:' L 1. "'.1 ":.L.........:....:.... ::�: L:'.:: - :L++. `L'� :,:,LL L. I ..I . . I I. I + I L L I L I . . .1 L I I . .: :�...,,, I:-�:,�::!:.,:�;t::'L . .........L...L L ... '::L .:." . +:: � .I:... I I.. ..I I I I .11. I I I I I I . . I L I . I.1 I I 11 I L I I. I:I :L 1.L..I I L :: :I 1.1.�.L :L I: .�� L I .:::2i�:4�:]. ''"'LL'"',"'' ...L .I.L�L :"L .1 : : :'L b 1' . �. 1. �: L 11 L I . ... I 11 I I .. . L I I . I L ' :...:.L:L:''+,:" :L �i I L I PROVIDER. I I TEL: (781) 935-6889 I'll, I I : .... L . .1.I LL.L 1... L I .. ..,� ,.: ...]:; :::,:,�.:,,j:,jL!:]::�L ::L:�:�:�.�:�:�::�::::....: ''-:�: ':L L .::�,��.;L_L'L '' ,, ,L I., I i I I .::''' .I.;-- I : I L ..... I I L. .L.I..I I I L 1 :1�1 L:: :L:L L I ::"`: L ,.:':L �1 :j;:i::: :: L:::: L:L,�.::' : !L,L ., ... . . . . , 11 .11. i I . I ''..,. �I 1: L : I I .: ..1 L .1 L L .1 :�� L L'- ,:'' L L' I. . .I I I I:, . . L I .. I I I I .I I I:L 11.1 I . ... .::.,.:L.�:.:::::::: L L 11: 1: L : L . . L I i, I I 111. 11 1 : I L I I I I I L L L L.: :L _ L..L....L :L .L L I I . ...L:L:L ::: L:, :,::: �:,:L::-"j!��:� ....I 1,I...,....'....,,,I L...I ,:LL".L L LLL L:: ":L L L ...:L L I �0 . : I I I I I . L:: ' .. L 1""L,"..'..'.1 . _L L!LL:L: .I I . I I - I . I I I .:L:':L...... I .I I +..L L .1.1 1.1.I.1 I... LL...LL..I...".1.1...L L I...L'', :�L:.L.:':: :. :L::.L:L I LLL L. .:...:�.,L' :L... I . 1. L . . I .L I L I I I FAX: ,(781) 935-2896 11 L I I L , . 'L'L' .L L L L.. I 11 ILL..._. L. . I I I 11 . L I I I I I.I. L L L I..I ..L L. I L L I�.: I�'. I +L.%"":.''.L..:. : .:,:,,. 'L.'. , ., L .L L.. _ LL, ' . . I I . . I . I(.5 . I I ..:. :::................::,:::'.'L�':�', L ::�.:::::::�, L ..... L.L �...11 +11 .::, : . L . . . ::� L I I,:::::.�...111. I .,."L.,..1..I:L:L., 1.::.. I ....I ,��L:�� L I L � I I . �.1 I I I.1 ,. :.��::�::.,�':'.'�::':::-�::L:::,�:�.j:L��.��L�:�'L"L""'L""' L.: I I . L' L. .I I I I L. . . I I I I 11 .. I 11 ::,: ''L::::::,: :.:LLL I .� I L -+!,:i., L I L .+ 1... 1,1,.....11 .L .1 ; :- ::L;':''::' I . . . .I I I "DIGSAFE" . I .11 I I ...1.1.111. ..11 . . ....L..1.11: ..,:: L.,�:... . I I.L L I 11 . L .:. L .� I 11 I . 11: I I L L I L I I . L'LL� L:L.:: � +L L':.I L L L. _1 I... ..+,, '' .,1,.1 I I......I I.. I., 1... - I.; , L ..I I I 11.. .1 � :,, ..,+11, I ... . I I I L I I L L I 11 11 I ... .1 I...I.:: : :....: :�L..., L I I.. . 'L L _ L. :1", .111... .... , I I IL. 1. I I I I 1.I I I .L . 6. THE L CONTRACTOR SHALL CONTACT AND THE CITY OF SALEM , L I � L L IL I .�11 I I... 1:i: : :: .:,::�L"'' I..:L:L:L � .: 'LL LL LL. . _''' L' "L'"' ' .'::: :,:]::_:1q.::.:,I. 11.1 I I. I .1 1:::: .: I I I I L I L I I . I .I I ,,::�L:Z�'LLL 'L . 'L, I I � ,' I.. I ': I I I I: : I .I I 1. L I..: L . C L S : §j L L I I ��: , ,, :,,'',':::,:::: :::;:L:�... L ., , 1:, :::: + .+11 Ii : .:. . . I I L L I I,:- L� :�,��L ::,�:L. .. 1: ::_ : ,�"..:-.I... ':q:" I I ..... ..::: I., L.I.. 11 I I ...1...V I I .I. L L�: L WOBUR + LAKEVILLE, MA. # MANCHESTER, NIT : ,:�:!�L L L :��.�:. �+: : ..I .:� . ., I . 1. 11"� . . . . I I I L L. . N, MA L w I I I , ��I��::��::��: L:L!�:L L ''L b DEPARTMENT OF PUBLI WORKS L AT LEAST 72 HOUR PRIOR TO ANY : I . . L. : : I . : :,.:,, , L L 1_ L :'!L::::�,:::�:L� :. : +.1. . I+1111, 1. I I : q I : L 1. : .11 I I I I I L. L . L:::� L :: 1, 11 11:L:'.!:.:: ::;,: L:L L��:.�.:::::"L L: � F �j. LLLJ:�:j ,::j:� L:L:,L:, ..: I I I . I I L. I . : : ,. �.:::::..1.I. L ''ILL.", , .L. + ,�:L��L�'��: ...I I 1 ': .... I.I.1.1 I .: :, L I . I L L I L . . ., L L L;L L.:.L L.... ... 1. I .. " I ''Ill: . I I I . I LZ I L L.-:.-..L.... L L,'L L, I + L I I I I I I .: I -OF THE EXISTING UTILITIES. . .11: :,, = � LLLLLLL...+.,.L+' 'L.L L I I 11 I� . I� 11: 1. .1 .11. I.: I I L .. L.I. L L I .L L L EXCAVATION WORK TO REQUEST.THE LOCATION 1.I ..". I 1..::: . L �` L:::+:;+L .I .1. . :_:,:::.L!L::�'!:::::':�� :L�L�:'::L::;:::L�: �:: :L 'L I .:, , L ::L L LL .::.L I I L .. . 1.11 1. I.:L I I . �," .. . .1,.L .,. :+ . .I L . I L L I I L I. ..�:L L ' '' ; L I 1. .: L I 'S 11 .I L . I 11 L.. 1. L I . L ::L L�LLL:L:,L: L Q_ .I I L I.1 :::, :: L.': ..,.:.L':.L:L ., L,L L'L L LL. L'': ': ' '' � L I I .L.:: .L.....I 1. LL L � . , . , I .I. L ::::'�:�':.L'' + ,::':...::.:::, :: 'L . :L:::1..I.. ..I..I L '.LL .. �:L ... .':::L . . L..... .11 L L L.1 L I I I 11 I I I I I I I I I. .I I I L L' :L L L . ", . L I I .. I I I L L L' � L.L..I.L"..1..I. I L. .L......I. .. ...I.I L,L. L. L L . I L .1 I I � I . THIS DRAIMNG HAS BEEN PREPARED IN ELECTRONIC FORMAT. Q 11 . D G SAFE'. ..I I I I .1 � LL.L L.' ,�� .11.1 I....:1:,:,:.::.::::"L'.''.''.'.'.'..".'.' :.':.::.::.L:.:":'': .:.:.:%.:'..:L L,'. .. L L I . I L + +�%,11 I..I I 11 1.I I I..I..1. , ...L,",","" L '.;':::%:'::: . :....:. : L.-I,I I .L. - I I L L I L L�.... I......1. I L.ILI ... . , �:.,::,"L L:': �:.:'.:: ,:'�::.... ....... .. ''' I LI I I . L I 'll, 11 I. - .: :L' ...L . 1. ''...."'.I , 1. .11 . - : I I I I . I I I � I . ..''. : . ��, ��!��:� :..:: .11''..... � ::... L.. .I . . L L I , L:�_. I _1 .'',1,1, :, , 1.11.1..I : L: 11.1 I .1 . I I . . I L . I L I CUENT/aJENrS REPRESENTATIVE OR CONSULTANT MAY BE I .I-,- I I . I. . . I .I : ::L:,:�, L L' L �!��,'�� "�.i,i�� 1.I,.I........... I I I % I I I.L .I I .. .I I I I�. I _.''!"'' ::: .:: L L,.::,L.�::-+1,�: ..� I I IL I I I .:. ...I .1...1. +:+:::, ; ,�!. �� I I. . ."I . . . '. . .1 L 11 11 I L . L I I � I I I 11 I .....'". I L.L .1, , ::. 1. i:.....:,:, 'L.L.1.1.11 I 1. I L I I I L I . 1 .: ..:.:.. I I .I.. I .I I . I I : .:.1 i�1��L ,. I 11 , L I . I L..I 1.I I::. I. I .L I . - L . I ,:,::L. .�,� I .I ,::]�.:,:.:. �__. I�. :.:':':''L'' :1 _.I.... I I DIGSAFE: 1 1-800 344-7233 :!� L I wit I I . 11 11 : : :: :� :: : ..'. .1 w :*:�L:�; L :: �L:��::::-1,,..:� �: :_ '. I: "' L,' : ... .......; :L . L L I I I I L L L L L. I I I I I I L I PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC L I I . I .I I ':., ,:L: ::' 1:��L:��:�!��;��'��:�! 1::: I .LILI.I,.,.+..,'L . ., I 1,.L I., I I ....I .1 I . I L L L L L I . , ,I i . .I L I L ,L.:L:''+ : :.:: � : . . I I :, . I L. . .ILL.. I L I L 11 . : I I I .L � I I :'LL,:b.::.:7,:::�:.�.L::L�;:::::L,:L!*L L:L L,L:L L, L . �1.::1L.: :L:' '" 1,.. ..'L I I�. L I .. I I '... '�L.': L L.L I I..L L L L L L .:�LL' L'.' +'.+, �"I L I I LL,1::::� �.� . I I I I L. :I .1 I 1. I I . I L . .I L I I I. I LZ , .. I : -L : L:..... L L 1.L 1 I .. I I� .. I:. . . I I . TION AND USE MR SPECIFIC I I I.: � ,� I ..1: ::':L," L.':L'L L L I .I :...,. I .11:.. L . L L - I +.� :.. LL :'..'::"1.L:::::::::'.':.L:L L L:.LL:L �L L I I I SALEM DEPT. 0 F PUBLIC WORKS: 1-978-744-3302 MEDIA FOR HIS/HER INFORM I L. I I I L I � I:,::: ::,:,�L:,�:L �:::': :L., .,'',L I'L... ... .L L L L L''. L L :'' ,L. . . I I . I L I .I I I "I ,. .I., .L L L L L 1 I .I L'.'L L L'L' I:L L''''�' L L .I .I ..1.I I I I I I. L I I I 11 .I � . . .I ..I ::,::::::,.:, ::.:::.::.::.]�:,�': _:�j��::�,�,��L:...,L:L':":" :::,:L :'.�:LL L_L''L,, I : : , I . I I ;� I I ; . ..''. L 1. I . � : ': ': ,: 4 :.,� :L::":'1.1 11 : I 1: .I.I I..".,. . L L L . I I . . . . .1 I L . L I .I L 1.I ...1.I L.:::...L....... L...I L . I I + I APPUCA11ON TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE I.. . I � +�. .I ., .... .........I I......I I.....L.... . .. ..:: , . .. 111 L .I . I L I I ._�_ I �t� I .I I....I . �L.: I�L L.L I..I:: �: t ., 1: I....1"."'.'.....,::::,:: :::,:::._:: .... .. L. . .L:.:...:::,:, ; L I I.'L. �,, I : I I I 11 I L L I I 11 I I I 11 L I L .11.111. I.L L �.+"..�.,.� . . , I ,., ,, ::!...............L... ....... I I I I L I L . I I .: .�++.�:�� :::::.:: 'i ::::,.:: : :. ....._wd.,:R:::::: .,:...I.,I.. I ..1.I..11.1.1 I 1: ,:.:... , :L L:L'L' . :L':: ': I I .I I.. .I I L. L .I I *-- I m iU, I . I. I I . : :L L,,I �'.:�.:; :: ':: ,. : ....111.11 I......I'll,1, . .I.... I....... I I .:I: I . L . I I L I I .I I � L'::L�.:L: LL ..... I .. I I . . I I. :I: ::,:, , :,:.: .., I....I......11, .1.I I......I.L .. I I L . . :. . I . L. Q) . L ii iii . I I I I L. 11 I . L L..L.. .I L .��;;.� L: L�L, : : , �� :.:,:: .I. . I I I I L MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR 11 _ i Vt L I . . . 11+1 L ......, : .:LL'L::L:L,:....::::.::,��:L:L L':L�L,,��:: I� ��:L ,::,� � ,::.�::��.�� :.�� +:, , ::::I :" j" : .,,: I I:—.:,:...: .:.:.........I'll I.I...._ .I . I. � I I I I I I I I.I . :. :, I �I I . I . I L L...1.I''L�tLL L �i:: i :: !. :.�. __:. : ,. ': _ ....I..I.I I. ..I I I: ., I L . I �: L L. I I I I L .I I� I L L...:.,L'L L L L ' L' " : ,L' ,' ', , . . . ,�, : ... . 1 I I L I ig'.� . I I I . I I�... I 1.L' � ......I..."L+..::L::: . ,L ', , I� L LL.. L 1. . I I L I .. ': :�''... .1,�:.:�:��;��:��:��:��:�L��;�i��:�:�:��:::L��L��: ,*..+::::::. ''L L L. I : L ,L L 1 "I . L I'L .I �:: ' L ' '' I LI L I L .. I . . OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL .. L ....."'. I. I L I L I ..I I I :,," ,, I I I I I.I I I L I �Inl:� : . L L L L..I L.. 11.1 I I I � I.., : � I. . .L I I. I I . I I I L:�j� , L '' ,: I... . : : : : LL L ' .L L L.'.I� � I � I I I I.I :, I. I I L L L I C I:.::.�: ,�::::.:::. I...... I .: :L.'L L L L.... I L L L. I.. L� .. .L L I . I I 11 L I. .I 1.�'._......1. ...I......."I LL.,..... L,L 11.1., 1. ' "' I L 1.� . 1. I .I I : .I I. I . I 11 I . I I .11 � . . . . LL 1. I L:L �.L:,: . , . .11 I.11......11 L'.I.... .. L L:::.:,. L L .I I L I I I I I I I 11 . . , :.1.". .1.1. ''..,.++......I I I .I. I I . 'L L:'::''::': , ,L L . . L L L � I I I I INDICATION OF THE DOCUMENIT'S AUTHORSHIP ON THE MAGNET! . � I.. . I I ..I I L. I I I I I . I I I I . 11 I I ...1 I. ;L L ''�'.1, ;,: 1. I ��,�:+�,�,��,::�:�,:��]�:�q��..... ,'',L..... ' ."....,L ::L I . I 1 44 . . I I .::.:: .11 I �, ..I I..1, _. I I I L I I . L . � . L I L L . - I . '':, , 'L ..... , ' L''' ' I..... I I ;�i .:, : :: I . . :::.:':.I 'L .I I .1.11 ,:�:::i�i: ... I . .I I. I I ...1.. . L :L;�:��'��,:��:!" . 1,:.�: ::.:: ,,,:::::, ::,�L ..1. .. + 1: 'L ...... I 11 I I ''I I , . . K � ,I I I I I I I LL . : .. I .'_�. L I I 1,...:�I.I:�.��::.,::�.�:::.:::��..:.1 I...I I .I I 11.11, .....I I L L'':L .I I. L.I I . . i , I I I. I . I.: I. I I::: �:L � .LL L:�:L ' ' �-'� :' .�: .1.I:.:, ....L .....I I 'L .1 IL :':: .L L L I I I L L L LL L MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND I _.LL L � � I I : � L L : , I. � �:L'L�� L ! ::: I .'.I GRAPHIC ,SCALE I �L LL I 11 L :' : I . . I . I 1: : I I.L LL L LL L. L , : . :L L '�' ' I'll . . , L'' 1. I. 11 I I I.,I I LL . I I .L L . I L I L L L L L L . 1. .1 I �L L: ::: ��: ' ' L L , ' ' ' .."..'..".I..�." .I : �3 I I I I I I I 011 L'�'.:.L!::::�.��:;LL:�'':,!�i:!i:�:i:LZL,LL: :� I LL : . � 1. . I I ::11 I I L .. r : ....L.L-L........ � �L I . 1., .11"..": :: . . : ..:.: I '', . , .. .: I L . L L I .L . �� . I I �"4 I .L I 1.q I : ..L : L. I I 1. :�:�'L L I :L''- -"' .'L '.'', ' : L I I I, I+ + 11'..11 L. . L . . .I L .L . L SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF I . : L L.,. I, I.I , +1 . L I 11 1.,.1,.".'L , I .I.::, ':. IL L L.L I . L :L i� I; . .LL I I I I I I .1 L IL L :L::::'::I I:—L L L: . .: I I I',I�, L+ I I I� .. I . L L ___ 4'i'ji. .L I . L L I L L L L . I. :,.:1 :�.�.:�::!�:.,,.�!�!:!i:i:::::::,:��!:�!��:�::::i�:, :L L. L:L :L :� I �::::LL .L' _�:.:, + � �. . L ..I . L L IL .L I I I It! I I . I . . L,L.''I 1.1.111.1.L L L' . �:�:. �:.: . . I . 11 . I I.. L . I 10 20 . 40 ' I 1 80 I : I L L . : I L 1. . '+L:: ...:,:r:�i;:i�:::�::..::.:::: ::: L L::: ''L''.''L L LL L: L L::.':L.L. I I I I L L .1 L 1 20 0 L L.IL . L':'. ,.L 11. -,L L . . � I L I . I L I L L I I � ::::::::: :!:::;::j.:,.,'::��,q:.:: L . ., 1+11 L L L L L I I I I I I L I. L �, Y.,;xi,i . I....I I :,. ...I L � �: �::� "I 1, . _:�:.:::::':...;'':''L.'' I .:' 'L .:.:.:.:::L.::'+'L ..L L. . ... L.I I I. . I I I I ALLEN&MAJOR ASSOCIATES,INC'S WORK PRODUCr. I I ,F.:;;i- tr"i I I �L", A;tl .I I I . I .. I.1 I .1 .1 . I I I '.LL L, I.. � I . I I . . wi p il;;I, I.:L , I I I . L :.: - .. I"I .... ..i 4+ ......11 .,1.. ,I ...I L � I I I I I I I I . L I L . '' ' ''"....I.,,::::..:..: ,.L,:::'::'::':.:::':, 11 .I. :...: L. I. I . . . . I.:L::: L ,I !L ��:��.�::�L��:�:],�: :. ,.:L,:'.'::.:'."' . I I :1�2 , .... L. .L I L I L 1....I I I . I I....11 I L L +:�, L L�:; - ;�!i-.�:��!::��;��:�,::i�. '::::_ :,, .:.: .'L:'::'':':'' I .I. I I L I L L L ..I I :L I I. I I L L . I I ............ I I L ''. I I I: I L L L L L I . I I—.1:1::::: ., .L , ILL _ : - ::.::,._.,d:i: :, : I . I I I . 1 IIIIIIIIIIII MII I 1 mm!4 . I I � :: : I I :_ - 11 L I I L .:. :. :.::::: ,��.::�::;]�L,��L�LL��.:'::.'i��'.�i.-L��"L�!�:�iL�:' ��.�:��:!::;::+ L ,.:+: .:.::. ,::,::,::, .. .L''. L 1 IL . I . .1 L . I � 11 . ::]�:�':':L';�'�i.�,:::.:,:,::::..:.: .: :_:. :+ I .:: . L I ...:.. I L I I L I I L I L L L L L L.. k) L .I . .. , '''',, ,, L....... . .11... .11,11. I.. I L .. L L I L -_ I I SHEET No. �: I LL � L . -� :: . I I . L L. : L . : B&W'L�YOU LIDIG�. ' . I L I 11.11 : .L .LL:L �. �+�: L: . .: . L .� 1. I .11..11,. : ..1:I——: . .I.. .11 .. I: , . 1. L . I: L I L I = = �51 I I L... .,DRAWNG TITLE: I L .L �: �:��::!�i:��:��:��:,�!��:i:��i��i��!��:�:��!L�;. :''.""::::L::L L L�L ,.:' ' L ., : ': '.�'. , , I I I L. I : L: ' I:_ I I L L' L LL I I I I I..I L . I . . .. I I . I 1 L L Q I I I I I:L L I I �L I L L ''L.:I ��:�:�;�i:L�:��,�:�.�::�:��J��:�::;::��.......L:L LL" ,.LL L ": .I I I I L I I I �LL L L L I L I L: 'L L' : : ': :'""".', "'L, :"' L ,I. L. I . �Z3 L 11 L L I :� .... 1, I":L�'L��L L -L L+' ,:::: :': ". I I : , I L . . L L I .. I I 11 I L LL L ' . L L ."'' � 1.. .11: :, L : .I I 1.I 11 I I.. . I L I I . I .I L ... I . . .L. L: L. L...L1, . I.L..I L.....I. LL.11.1 I I I I .. I .1 ... 11 I 1 I .1 I : : . LL�L: L . I . L . .L I L I I I . .: : :...L I L,. .. ,L L 11 , I I I 11 1. I .11, .L: I :,:�,:+ . . . 'L ,_ ,:, L,,,.�... ....: ,:,'':+ 'L I I I . L . I..'', I. I I I I I I I I I I I .1 L I I . I I I I I ..''. L I . I I CALL 81 1 L OR I . I .. ':L::' L .....I I L I I I . . _ .:...q':........ L ::.'.::., ' ::L� L.:'::':: . + . , I I I.. I...I I I. .L .�, L. ..... ..... :. ........ :: . :I ,( L L I I I I .:. :,::.:: L:+ L:'L '+ .:�:�:'.::..: i: �: .".F,.:._':. :: :1.. .L L:::::::::: :,:L:':': L': ''L I 'L 'L L I: L I 11 . I I I IN FEET ) I .1 L �: '': :., ''L,....', ,, ,L""'""''''' �L: : ::� L I .. -:: -:",::: : :': .1.1 I , ...I 1. . ...I I , I . L''L...�.. I I.I I . I I : I 1. I I., .11.....: ':L::::'' L LL I .L.. L��. I . .. 1:� �, :� ,. ,. I I. ." ...I 'L L . .1 I I . I L i L I . I I. .....� ::' .... q�� .. '.: . :::::q: , : .::.L:: .I .L I L. I I I I...I 1,I L' .1 I 11C L I - - I I I . 11 11 I .:.I I I,:::: :,.:.,::,L::�L: : .L LL I .. .....�....... "'. 11 I . .11. ......I I I I I I 1 ineb = 20 ft. . 2- I I I 1 888 DIG-SAFE L I I. .....1 ; .L.L..I L. �.:... ,:� � ::� '' ' :::::::' :. . ::':L"":+.':::::.� _: :.:::�: :...... L 1L.L L . L L_�_ : 1, I I L L L I I.. .:';::!+ :::::I":,:]::L��::��:.!�:�,:�',j�':L:Lj�:L L. 1.1,1:1 L L LL.I . :!:�L � ::�i�,:L,1%::::�: , ,.++��: ,.I+,�::::Lj: : . _. I L UTILITIES PLAN C-1 04 . ..1.I 11 1. L . . . I �I I +L+ IL. ,I I " '' I L I I I . I L ... I I I I .1.,::;�!;�;,�:��::�:�:�:�L��:�:��L��[�:��'��,*/LL LL L. .� '"', " 'L � I I L.. I .. 1�� +_ .L I . LLLL, :+''+LL L ::'," i I I., I L .. .L.L.. LL ( � I ) . I . - L 1 I. 9_14� "-=-,,�� t,-t L.. ; . I . , - I IR. A __ !ff- I " :::: ,_ I 11 I I I I I i ok- I I L'. . .. :L,', . ___::, � ...I IL :LL�L�'j��;:j��!::��'j:��L:j��:�!��;��:��i::�L + :: :L. ......L . I .I I I I L .1.. I ': .1 . .: . . L I 1 888 344 7233 , 1; I I .1 I .. L :L : L�:" :L:LLL ... ..L I.... L... I i I I L I I I L... �LL, ..�::�. : .::::::.:' .'I I I .. I L I......L:L :':"'. I I LL . .L, . 1.1. I I... I I 1:: , ...1 . L I . I I I L'.... �L��::�]J�:�7:1:7`:�:1:�:? :.LL .L ,. � I ILI I L I I I ... I.. I.I..... LI L'.L. :�,I � . I .......1.L.''' :'.'Lj'j�.:.'L.'::::.:L�'i,+�L. "I'll, ::�::..I : ...... ' .I I I L I ., ,L,L"'___ ,,,, .L I. � I . + L . L L I I. I ... I 1.11 I � L I L . I L I I I . L I I .111.1 .: 1"',L:,::.:,L::�L.: . . , __, _.....'1 ..,I.,1,'1.I..I� '.I".1.....I .. . I :L� ' L.. I LL' I I I 1. I . L . L I I 1: . :: . , L I L�I I '.... w .:.: :::.:, .:"L":''::::.:.L,L.I ,1, L L , ,:,:L L I .. I I I I . . . . + + I 1,''.." I .1 111''..1.1 .....I�I I..... I ..1.�, 11 .1 IL L LL L L.L L L L . I 1. 11 L . . L L I L 1. .1 --� I I .1.. I 11 L . L . L. .1 L Z I I IL . . 11 I . .1. I .. L I . . � I I..1 I ..., .,- ,. + "L' I:.:I 1.1...� .! �::.4..., , ,.. ,I L' :'::::'::I:: L''... I I I L:....''. L L L I L I. I L I . I I L I I I . I 1. � 1,. I 1: .IL L L I I 11, ....L' � � -L:�L, :' ,:� I.1 I:: : :"L 'L I I . L I -Aswciatt%ft.L . I 1. I . - L I I L I .1�� . �L':!!,,!�,�:::�+��:�:�;�',!.,!:;.:!�::!:. '' L ,:;::::, ::..� �" . L , I L L L I I .1 ., ,,!:I � L . "...I ,.�:,.: , 1:1 I 1 '':, , L . . I I I CbpXighf02019 Allon&majol L ' I. I . IL 1. , , L I I .111111 J I I.,, : llo L L .� L 4 . I I - I I I 1. L I I L . I I . I 1. I � __ I I j - � I :� ..... ;:�': � ,:. �� ,L + , -I - - ___- � L I �______ .I -__- I . . I L __- . I I All R�zhts ResmvM . I . L --- I . I , � " I L . IL I L . I I I'll .'.1 I .. I . .L .I LL.I L L L I L:,:::I��:i 1:'I':�"'.+��7:-,.,.'L�;:��,��,",� �L �'L ::L: 'L. .:' L,L:;.:,"+;1;::.�_L-''. ' t! `-.:' L" I I .11 I .I.I I �I'll I I I . . L' . L L L I L I I L L L L. ':LLL�'.:.:L.,L I _ ,�"' :F: '� L"'.. L L L.. ::,:.L�L.L L .L I + L .. . L ;L:, . 'LL � . 11 . I I I LL .L L .LL.I I L 1. 11 . . I I L ... I I I . L I . I � I ..I . .1 I L :L. .1 L L . L I _ I 11 . LL' , LL rL L I L L. I .. I I L I L I L'': .L .. .. L.. I I I ::�::. L:' ::':''..,:::.::.L , ... 1,, ..I 1+ L,L + L .�I I L I L. . .I L L. I I � L I L-:7 L' : Z�.,+1+ I I...: .1 L : 1. .1.L ...I I I . I I I 11... .. ..1. L . I I I . .I...%' L -L I'. ,I ,.1. .1. ,,':L':.':.:: 'L :::.:' . 1._. ..L:". :::I I.. I I I . I..L :: '.1. 1, "L' ": +'6'' : .,.:1�::.�:L:, ''' _ . ...... ........... , .. .. .. +:L' I . . .. . I I 11 q. ....1..1 ...11...L"'.''.'', I.L .I . I I � I . I L - .�� : ..,._-..... .1.1.1. L:,:1: .. L' ........ . .1.L .11 I I I . I i .. .� , L' il: 1.. LL..��L,�1 L..,7;:+4 .::+, �;: '' ' '' :-, .. + '''.L' ,.:::::,::....: I.::, .I 11 :L : - ' :: L . I I . L: I : :��;��:��:� L :' '�:� �' : 1: . ': :,�:,I . .. .1. 1. . .L L .I L: ..L. . I . .11�, .: :�::�:;:��:�;:�L��L�L:L; I L �'; L, L; ' . . .::� - ::::.... "I I . L I I L . L. I L I 1..I .: L L . .I I��, �L. I I L I. .1 . 11 . I I . ,��:�: :,,. ..: : I : :' :L .1. I. L I L I I . .. I : I I . I �:I''L::.��:;�:":L L�L''�':�L �LL �, , � �: :I ::,� ::, : :: :: :.�:: ::, I..'' 1.. .L L . I .I . . L I I I 1 : 'L :I L I :::L'L.�.� I ': :,��"�� ,:: : : ,, '' L'' ' L I L I.I. I L L I 1. L 1. . L L . L , � 11. . I L: I L L L I. :-'LL,', . . . . I :..��L .:"L+ ' L. ' I I I .1 I I.: : LL L I I I I L L L L.. I I I I. I . L: ,, _,. I 1. 'L I.11 ..L I L . , L . , I. I ..�I .. I \-;_` METAL WARORAIL - \ � � � L Ir I YE1.1,0W PAINT LINE a4...... c�;, `a� 1' } � w«._,x«_._....'a~.,..•�1a....._....f,»......` '�. .. lL• ...52:•a �1Aw•f. :..__ __.».7,._..... -.4 •_...........Lf +- .,...«_'._..�..¢,•„__-C4 M_' r S - - _- __'—_ _ •�.t::��^�-=._:-..:.- ^�....�.�...�•«. �.,._ r_«._.,.,.- t ,F r i l •�- r .r._ - -- _ _.�.-��.- .s�:.._..«.,_._-_«.._._.......-_��.._..,........_.�.-.^-..�_✓.c.•�.^--• ""'- .._._.._..:___..«_.�. �----'^---W—'_.'-_.._.._; «'r-' } � �t'l ,\ jj1j t �,I_,r� t'�,�r�L�lf4.�t: IGH"Nf VENUE ----'t? -'''-------- -_ 1f3' 7Ci? _ ---' -- ", -_ �_ 1, G� 6`MJT._ PAINT f_!N ..« ....__._. »._____ ._ .._ — ""�`R GCE 107 PUBLIC\LL VAR LE WIDTH) rtt. V�% 12+00 LINE NSTALL SILT SACKS I PAINT LINE V _ N'STA�L S1 T....SAO} S_ .,. �. . «,« ..-T-'EXISTING CATCH .. _.. ..... «... .. ».,..__\ f r r"C�CA'1'E�S� _ _______...___«_.__T_..._«__.__ __ _�_.._«...._.«._.«»._.._ __j 1 AT PROPOSED `�, STABILIZEDPSINS _ -INSTALL EROSION �-' 1 ~� ~ 1 INt TAIL SACKS CkkC ,,,BASIN CONSTRUCTION MIC�HI�ANI� A�LENI�E= I i STABILIZE ~_ '- -- �:_ ' 4- 19�+T}_" _ r.. ._----�---CONTROL__EAE I. 1+J2i LYz_ -'" . } Al+, EXISTI4G CATCH«...... _,« _.--- »... «.--------•-.-_....._-- ------'_ _...__.. E,-__.«..... ...__..«._..__. LEGEND -.r...�.._ C0,1�1 MUC?lQl� - -- __ -- _ ._ . - - � _ ,"•..-.ems {�y! ��. s; � -. _ INLETS ONCE __ 4 ENTRANCE, .,... ..._.^„_.`ti___._.. __,qw,�...+-•r K - P f=� --.:_. GREATER TYP. _ f.,t. . — S » �_.._.._._a_. fi __.._ ENTRANCE - ., --' .__ . ___«.__ u._ _ ---- _.__ ,� ' < ... .a_..� _ «�_� —_ — _ ...:_::� " 1 "iu �� W%et'•,'AJ4'._ '!y r r, « �p -� 1N `ANT# t CLAY ..__ S __... _ ---_--__» ,_._._.. :_'_ :'=�-7r'iE#""" .«.. . ,•�sF,f3x3 � 4C' �,P• .___--.... ' .. • �: . _�1._. t.'`'`'` - � � • ,. SILT FENCE SF . ._. ..,.w....... .__ N �- ,...:.:::W,•iii�:4W1,�:Yd�l:�lrC1:_'W,fY..•1!!;-iP.• - t 1� Ls•` �ti fr 15911', } _ _ +I _. .—._ _- W----_---_.. _----. _ .FJfflrt� _ __ c _.._. __ . t 7t1€ie __..._.t___«_._w ptirV°. _ . t ✓ a 7` ,.7.,t. t ..__.............«_._........«......�. .J v V, YF,„,.. v„r" ',,,_"'h'"�,•/�'f {r�1..........._..,. _,.,_.-._.-.. K�.}'7... _1.1,.,}..� et»n�. •-•_•r.. •`.•x:m.aa^.n'1 Y.J., .._..... X �C :i X — N4:. -�„,,�, _. , i <r: - - .,�.7«.,...,.....,.,,�•3 7t �. .. .y>m,�• ,laekpiit:"Cce u�rw _...5••°r -, e " .... ,...... .. ,>.o ., -•tSfiPS1� ,... a>r,,, ...9s r '� •.r"�f, n'-f`.T,` trw.i, w.. .,y :.'tw a't4`i -4:., �--•'»`'-�=•°:•' f .. ...m.._....,,.. ..,. .« ,,.•,: - - ...�.»............ ..„, ,,c .n::,,ta...tGx. Y _. •i,:,.. .At.. €'i,. c,x. 3>.t 2 .,S La. 7« ..., . ..Fe # .. ....11,�..: ...:...,3 ��: .,r,.. .. � ..�:r..l.,.v:: .,: ,..- `._ci ,.::ar, t �� :n:r•,�:r•.,I>;r.,...r,,;::.:�,..,..,...; »., ter. . ! ,:d..t,.. 7,i,.f. ,.: .. . n_ .., _. .... .....:, ..,.,.. -•---.. ....,. -,.:r s ,. a-. n,r.rw . -rw ..,s u_. 9 iKau .,_t n 13 L, 9 .d,r.r{., ,: , y. , .,>t r r.- r .. .. .::.:.. ... •,...«,.,.....a4r r ,. ..... wrest /•� of ,.::. !:. �•„i�n�:.r r -x-si r-f3��,. .:_,,. •� '. .:.':,? �a : .r -� ..v.. .ls.'�i,.0„•..•.r.S._�.. .,L ,.ea ,i>7»b.+.+„ ,., ,7. _e. i � EROSION Rll� i _ ~ \ INSTALL SILT SACKS 4 AT EXISTING CATCH CATCH BASIN FILTER �•� i i�r v a } ,, I JL�!'=<f'.. r �� , ��AJ17�1'.�F��J UNTIL L �- � : STONE CHECK DAM em _.. INS ALL SILT SACKS c ��- OFF—LINE OR INSTALL Stx� ACKS + INST"! L SILT SACKS .._-------� ' AT EXISTING CATCH AT PRO OSEQ� - AT ROPOSED , 1~ WA TErk� � '�. _ _\ , REMOVED TYP. STABILIZED ENTRANCE �� Iio� CA BASIN _ ...........w«. --"--' _.___._«._._._— ► _ - ` 1 BASIN INLETS UNTIL ----CAT BASIN- �- BJ,. «_.__.._«_ -._._._._.___...__ «._ OFF-LI E. OR lN� ONCE INLETS ONCE ` . i TURBIDITY CURTAIN TC , REMOVED INSTALLED, TYP. . _..__._..__._ , TYP. INSTALLED; TYP. .• ',,. �,-.•.RyJ'Y7rri 1.7P.7"7J7 ?I�7777?T?�ryl?lYl.�li7�i7 '✓'v'7? 77r, r'J":"/T7Y+T/.y n' r�-��: rr;�r, rrr>Jx„�;rrr�'-:��„n-rr, I, `` I STOCKPILE STAGING AREA �. �r>1*rm�r>rmv� m. s✓-ter� ...rrr�-rr, ! ty�%r!.mrrrrmariarrrr,►rrrs ��rrm..rrr^7rrrrnmrrrrmrr,%t:�7�T7777777TT17J'J7PJT."!i?T1TJ7i1� � !%r>7�77' ✓n.�� .,,; V �,r•r ti4 r� r� � :'r., rJ J'.t r/;!r•r!�i!•,,s PROPOSED SILT. 7 «»_! FENCE AND TUBULAR 4/a BARRIER LINE, TYP. RAAB f�EAt 7-Y TRUS' €i� LIMIT OF BUILDING ' 8K-084nmG,2.T { } a 4� s FOOTPRINT il! t n! , e SQ$74;h, STREET INSTALL SI T-., �;! J a1 ; I �,ti,: ,� �• `,� €� �I J' er I!' t �`a3i' I { Al PROPOE�7` �, ,,,;;r: r r ( � ,CATCH BASIN 1 , N -: �-- G T %r 1' i i s I t =� NLETS ONCE G Nrr�tsl j` ,�, 1 �j `ANSTALLED, TYP. f , r INSTALL SILT l i „4. ) 1!�C! PI/fdJ�!/[LG1.LtG[!!<ddl��'/rG[<.td lit fS�/%d�i��%Gl1L[dfL[!e<Ld�L[t[111YLf[ILlGlAtIC.+!!.l..Ee�![L1YJiGltt<l.P<f.:"tG:l(<.SRC .. _ _ AT EXISTING SAT` Hui. BASIN INLETSI. N 14 t1►f �'� _ __- } a � I` - OFF—U(I IE j I k� ,�` -- �- vw _ _«_ . «..». _..__. .»_..... `,._._.._«^ ._.«.....«.. ^w..._---__I f y... _.._.__._...»_,.._. �� 15 ° S;(XKA�IC REMOVE 1 , I ;:.,, 'r" �. _-»_ J I III'', CARLTON M. `` �I INSTALL SILT SACKS CONSTRUCTION STAGING & � QUINN :E CORRIDOR ,(•� • �: . .�f", . ,,, ,., ' I . #E AT EXISTING CATCH ' g } CIVIL 0 ' DISTRICT �,. , f �,ll 1 '� •_,• __ ««... -- €' , €-; f STOCKPILE AREA WITH SILT I N .49923 >�,�' , x�>7 ! r, I BASIN INLETS UNTIL FENCE AND TUBULAR BARRIER u r. ✓ 7• v l/:%'?`s:3✓!'�%'lam„.r97Y,r,'J% r ,"•7777."Tr"/J1.J7 %%/7:i;':ry,"";�%"9T.77'i,Jill.'�7i'+.7"/. �:>;,?s"l%iil",''-iii !l/l:' ':7 r ' ,.>aar>rtt^rr�rrxa �r�>7 :1 � � YtINSTALIr>r. fi 'F'^ 'ACK 'j� �} ' �� OFF—LINE ORTRA - GRADIENT EDGE OF ISTE� €€ I . I Tii' •_.REMOVK a E , ' P. l l , III 1 1 3,,I;I >,� OVER DIS .. Ewa f I i i a►l i.J l I'k PROFESS OR OFF—LINE OR .. . _ �-N. --�-- _ ENGINEER F , ..j—I y „" --^-7""' f ;:.=7r'f.,7*v�l'i'>�r* ;i''1-�` J+ ' r�t # .. ...4 E I'ft1t Itf ( } REMOVED, TYP. II-F, t 1 r, 1 ALLEN & MAJOR ASSOCIATES, INC. I � .. J /j I { i�1 I i 1 €✓is rt � �' J\ l ! ,b .' 1 INSTALL EIiogl't £ 1` Jf f/ !' CONTROL FABI7l #d fit' j \ j l 61 y{ I 2 � / , 1 / � # k 1 i �'.fNC E�Lf.1CJf i"7r:, r;, ,�� l r�''. f � ;'r _..�_' l_.....;n,+ ..._....j _..._.r.,-. -•r ._,, 1� 1 � __ c ... SLOPES 3 1 I,Q J00' WETLANDtIJLi?r,�,'fy �a: -.«. _if x __-_ �!' f J } GREATER l t k'as i LIMIT OF BUILDING r �'' i •!J Ili, tr;, �! rr, f';' j ill•`,`, Jfjr! r. — ` ' , 00 - i v SETBACK t FOOTPRINT !'� %mow! J lJr 'l r 7�yy �' r j ! r eII '..,.. t o �([`i# � ,n t r r1�1 r ' r;J J fr l•r/'r riJ > J rr rj. . , ' 1 r1 j;, t � _. ._..._ •_-_ ._..._«_..................._ _..� fi i r`j '/l,l.J! 1>�+r/J Jrf�+!•J!t rr�,'!rr !r l r.,r, �.J j.'t j r f %j jj i i-i'% 1 �,.�.««„_: - c rr p�iiai«�� _ r!f ' /a.,'•i:-r 1: ',J•j!; ! '. iJr1Jjfr 1lf/ ''f;J i t ✓✓ i �t 1 � , «, , / 1b,- 1'1 J! / , 5 # � =� s�.�.I I; I k ':' r'i `j f j l`;' j J I r Jr r�! j i t f! ,/ ;. f r •J. r 2 2019-M12 REVISED PER CITY COMMENTS }Y.A(nf LIIr►c t �IMr a � 4 r €i l 11 �! f• li,:! ' i / ) }7 �riri; r i"1 I! r Irj` I f rl la!!,Jrj! f`r•�I! ° I o 0 ...a. � ..�. .y X r 1 !le 1 I r l � I,•':+ j.I•;J! �••- �,, I � 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT x r r ' ! J ! 1 j r I!, `1 r�7iyt-• f rfr'r i r j `f 7 J /! r `� f!r 'ljf f�Y" /'"u7 '�ri +W lIi . ,/ , ri =!L rf•I i- `(il!% '7 INSTALL SILT SACKS rc, r v 1 n' �p p�}� f ✓ ,r✓ ✓✓ :G,..«<l...fd[G1/ura:Cf ldra:«%i;tl:f: l LGIf./..:Ra L: 'll.FGcr::!:✓G(/_ CEifl�tl (l s Cf f{ 'Jf!r'� r J J t fr',r+/( L` /jlrj !�/ �1�!/jJ/! %/!f• # 0 RE DATE DESCRIPTION i N a +;;�,.�] r i of 1,• ..:;,�[ C!r '!,'«:G.�I.G':.f/.iaa'r-:::fti%!1.�l.�'P.G::Ia'G.;<at'drl.[.;lL<.F✓.F1.dl..CG.r..e'<.r.r...�lf't / l f l ' i 1t ,,II>t, , ,i s f C'll PGftP [1l.GCll.�°<GtSG liP�CL.11lllLC GG;I.[ nub 1PR PI c�d�i1 /r �r j !! �! ,j f I r %J`J f J! /i; !!!i!: �J I j f'�i'%1,f r'•`. !'`J!J'( "� ems'• 1yr�J. S4}t { �)t I ll<ll.�C[[[<.lC:[<<IILLGCl11uCL:1:11l1Cd1112dGG.tC/E�dlffll�LCl 71f f�ISrOJGU 1{.?.��: T.�,.il }1 , f�' �, Jr�, r !J;rr � . \ t ••:,,,,�;, 1! t ,-- +� CATCH BASIN1, r�'! ,f 1'�! ,!J J,r1 J/!` , ,:'; � '•.��,;�. € APPLICANT\OWNER: !! JL: c :r+ ` !`.! !�lri! ( J.l;r rl :r�+,'i L r /,«:i,.'J j`r, . J! �i i1�`}yf jr`!%!f`J r. ��, .,,.. LIFE STORAGE 1� rN. r.� IST ! �__ tk w r , 1r1 f t � Fr INLETS ONCE {(''`' _ 1 r, r ' J /( ` j l I Ir i 'J �; ~� ! G' a L t — ` '� 1 I `( J/ !1>/1 I. r 'r): Tar lr,`( . , i+t S•.� n� R st E?. �\ •I :'i•rl t r I , ' , ' I # :, t(!r 1 1 •��. ? 1 i 3.� I ! 1 � 1�� i I i! r r 11 �•- �� '13 INSTALLED TYP. ,C _ - �•, _ ,yam' ` f,f, , , (/. ^;1 j., J� - J r J� ' 6467 MAIN STREET t i � >7✓ ' , b 1 n �,' f y+y +K pin « I �/ /. !, 1 ! i r `, `'� ]'ie ` -• - _-- - _:� :»a,..{i,�'KI•.,�Q -Ir4 .Nerk4^ .. " +.,, '�. I— — a '`, ti �., `� �� - " ' WILLIAMSVILLE NY 14221 5 y �� t •-�i;- ➢� ......:... .: ,...,, ..p• a ..sera Ml wi,'1l•7t, ...., ,...., a In.. t1' t !�,....•�•a :!'.• \ � �'. ._.•: -a+l :. :+ , f., :It•'IF1o,. r Kt, ,ror.: .. s,[trlo...:... :.. -!:...•r,,..:i ,..t��' ..;:.ih .l.,.kr. •.rr.l• y, r r , I , a � I - r.., :. I... e. -•,.,r.�r ..:...i,. r 1 11 u.,!♦.(.I.; .-• b..a fl t ., .I ..,. ,..,.•,..,.. :SL.,.... .:�,:.lu .{_ .... .. .....,. .-,'w:r... ,.. ... ..... ,. .. ... ...... .. ......_,..ii...hr.r,t h. L., ..{^`{.... .. , :u r • r a €. ....,rl:vi'i.� a..... ... ... .... �.,. ,. .. 1• .. .... I... .Lm, '..:f. .,. .. _r,. ,.:I,:: I. ., I .r. E, ,'^ °c � t » r..,.uat: r~ ,.. ..."9':.. _.e .Le_ t :.:,_._. _ .... ;ob>uu d•.3 ,.,. .:Fc ... :.,. 1. r.,, ...... , .. ... 1,....af:... _.. ... .._.. I } J' , r , _ ,. :,N.. ..• .i: ➢. %,>r ea *. h. _..-r'I�'� la I [e ,. ... .1 f". ..., r ... . .. r- ,..... "- n..�» � J . . .,ti. ... ,- ! .., c rw r-: ,:e ..-w u ➢: :_ . �S, 5 :h .. e::rer r. _ ,..« _t.. _ S_. F4,.. ....�ry� ..th... .. n. .-�� .. ,......€37. ,un ,, t r. .. .t+:.:._I.....•.:.- .-!_. :. ➢....... `y �. >{. ... ..: ,.._. ..,.._ „!, ,.. ��'t i. .. ..�x:r .. . ::. .. y��I��1S>.9.h.. ,. .... 1'e,n t f..ea.:,L- -... tl..y .. w.:,,.. •__"��4�� i r.., .4:. ak . c 1, ... ... ,... .. . � sl �, i y..» ^� -i a�3 � _•_. . . _,.r (... ._ rrrc r lu.,,, !. ... ...y n n,. uw>.N .. .. ,r,a _ -. .-_.__-,.._.,_.___...-«....._..__ 1 I _ ____._ ...... ... ....._.._..._... ...� - rr.r:, :, - .flE. :. -..Srs.4NC, a . .:- � _. � , :, .• ..., ,,.. .l , ., .., "..ky,.:.v& 1. ew.. .. _.. _ . t,_,�„L�{�,�a.,.. �+ a{ a , _ �� ,.., . .,.t.�,, • .:: «.�:.�....�. , ... . . _ _ PROJECT: \ ,,atN � r.,fa�....... Yn "144 tiiH�u'5,�.'s: �rro.;3:;. c.srt:its,a,:vc!.uW{,.f�,.......,..7ti8>a,u.�,.,,.:.�•'�.��•�,�>Sw"MSrlic...s •�• � / _ __ _ _ _ i N �. GC2 _ ` " " i INSTALL SILT SACKS!. •� �. . . ,�- r- �` `,R f��-�,��• r` �r--,hctc 1 LIFE STO RAG E GC3 _ . N/, F ,, ` ,aM KAD ,,� INSTALL?'EROSION t lit.)N I. AT PROPOSED j z;� ��r ��f �.. zrl�� i °` LT SACKS r PROP(35ED SILT FENCE IAND Iv/,r' CONTROL FABRIC d A :�,I��,,� �; �T5s ATTPH BASIN t E �T°' ''^ " 4 REDEVELOPMENT ccJr. t �' N •' `�. r. TUBULAR BARRIER LINE, ;�i1 LJI�f A. LIJi'!t'.' 3f7 N ,€�Ja ,��cl.Nls ONCE 43 5 HIGHLAND AVENUE 1tx CATCH SLOPES 3:1 OR 1 tip\ ?'' IN NETS UNTIL r ti � " l� J/r�r>. `L' GREATER, TYP. , INSTALLED, TYP. } OFF—LINE OR �` � � � SALEM, MA REMOVED, TYP. PROJECT NO. 2570-01 DATE: 06/25/2019 GC4 SCALE: 1`-201 DWG.NAME: G-2S7001 � ,��'q o WETLAND uNE DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: o Z Gc5 NOTES: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN \pr,6 APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED . BY v I GCJo THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE o THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, Q� vl �C7 AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEN UL, MAJOR r� MIGHT E OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE ASSOCIATES, INC. AND. PRESERVE ANY AND ALL UNDERGROUND UTILITIES. N v 2. THE INFORMATION SHOWN ON THIS PLAN IS THE-SOLE PROPERTY OF 'ALIEN '& civil & structural engineering ♦ land surveying Z MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY environmental consulting ♦landscape architecture 4i ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT w �' w' • a 1 1 e n m a j o r . c o m THE EXPRESSED WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS 100 COMMERCE WAY, SUITE 5 ' WOBURN MA 01801 STRICTLY PROHIBITED. • � TEL: (781) 935-6889 FAX: (781) 935-2896 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH a ^ SAFE cC EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG S A r G CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE DIGSAFE: 1-800-344-7233 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC v Ica SALEM DEPT. OF PUBLIC WORKS: 1-978— 44-3302 MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 7 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC o GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF zo o 10 20 ao so ALLEN&MAJOR ASSOCIATES,INC'S WORK PRODUCT. BEFORE YOU DIG o CALL 811 OR DRAWING TITLE: SHEET No. 1-888-DIG-SAFE 1 inch FEET 20 ft. EROSION CONTROL PLAN C—'I 05 Z 1-888-34477233 Copyright©2019 Allen&MajorAssociates,Inc. A11 R1 tsRese"od M 511f� "'w ,_t Mm""'Mr 77- 77 77, wi3 t 3 ............ Q"T 1A 77, a Z, _Z ""7"""- 11"�'7" 7" �,�Z7 77",V, T 7' �r�I 'W�- 7� a NN �Af,,, '17 le, .0 vq;pi It 4, "A DO y "gq 1Y,in",V-3,f7"'J A t,2�;,v N NOTES .......... w Ilk" 1 THE LOCA71ONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ',7 Mo T 07� k APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY vEmnED BY 0 1, R IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE OWNER 0 7 _41 9 THE EXACT LOCA71ON OF ALL EXISTING UTILMES BEFORE COMMENCING WORK, r 'AA W Z. AND AGREES TO BE FULLY RESPONSIBI E FOR ANY AND ALL DAMAGES WHICH 7, 7,47 k 24 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5 0 I rV1W,' 7 W T,'11, Am, 4 "'A U�i p INFORMATION. W�, -le- 3", Jon, ,V 2. GRADES AND ELIEVATIONS TAKEN FROM AVAILABLE TOPOGRAPHIC GIS R W 3. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & _4r I pr, y�_ J '? " , '4 , 71 j ONZ MAJOR ASSOCIATES, INC. rrS INTENDED USE IS TO PROVIDE INFORMATION. ANY j` g-j6 ITH UT ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA W 0 THE EXPRESSED, WRITTEN CONSENT OF ALLEN MAJOR ASSOCIATES, INC. IS 44, q Z 34 P, STRICTLY PROHIBITED. �W ig" TR r "DIGSAFE" AND THE CITY OF SALEM A*, WN �'7 e MY t �,Z Alik" NTACT !'T N, _v, xi !J PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY 'A :1 40� & WS V� -,z "ij 0,;0,N R 'T �qw _4 DEPARTMENT OF ,ST to 4 *% 4, 4. THE CONTRACTOR SHALL CO A EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING U LITIES. 11 K x '4K 1-800-344-7233 01 Nw, "J I *f �'j 7V LI RKS: P 1k A Rr DIGSAFE: 4D7 �J_ :;Xtot 4- r 11 V11,11,1w, x _7 Fft�i "W wX 7 "Al q,w kIN1111 'S p, x 'N, A 14; j 25 50 100 200 % M PO� X so 0 W1, J'J "F X '1, 7 -Y WA;�,"�'� ,, , GRAPHIC SCALE '14 �z nz X 5� j, n ?v "A 01";111 !F M� j��r C z �A` AF(R`�, f W ...... A 3!g q 3, 4 'ic f IF'A ""A g Q IN FEET 7! 'T I inch 50 ft. '�w Ir 6 _4, 4� k� N 0 k w "'g I T CARLTON M. rp, V"': 7 V v N"� z V,� 4 F� OUINN 3Ti M- 0 xx Z__ a 0, "4P IVIL .4 923 4 R", i _�Z A t A, P x 'C' 'M`"A n _Wl 0 �,N 6 x N" ir ;.S 4_5 _7 i I-�J�,j -wvo 0, A z ,i A'W th # 11 __1k1",'F1Aj 1, A 3% 0w J, Ikg j �A L ENGINEER FOR PROFESSIONA 4' 7 0 A! 2, 11,ILI 4"K R N!, X -3 OCIATES, INC. ALLEN & MAJOR ASS ? ? �.J 4 4X v 'A "k g 4! 4, Y ? f 7 .2� 7 4 160.'00- 1 -160.00 ......................................................................... ................ .............. ....... ....... ------ .............. ....... .................. ................. ............... ....................... ............. .......... ... ... ........ .............. ............................................................ ----------- .............. ............ 50.00 REV ..................... ...................... ....... .. ........ . .. . ............ 'ELEVATION=153± DATE DESCRIPTION ........... ...... -PROPERTY 6' E ..................................... FRON173PROPERTY_ ........... ................ -3, 150.00--- .................. .. .............. .......... ............. ...... ................... .......... ............. ...............- .......... ... F -A, -__l LINE" LINE.I.I�.,��..�,��'...��..��I.I.I.�..I...I ... ..... .............. ......... ......�_ : -1_41- - "I. ENCE__T APPUCANT\OWNER: .......................... ................................... ................. AT-2 ..........�.................. --CLARK--AVENUE----: 140.00-: PROPOSED ............... I._11-111._ .................. ........................ ...... .............. . ......_ .......... ................ ........................ ------------------------ -EXISTIN GHTIN UILDI G -130.00 13 N 'HOUSE'_` LIFE- G-A 0 -WITH -DECK--AT LIFE STORAGE _71 wALLPACK- OPOSED.I.-.1 130.00-- -STOCKADE.,FENCE REAR10171- 6467 MAIN STREET .......... ................. .. ................. ------- E ................ ................... ................ ............... ............ .............. ........................... SIORAGE',_81TE,,TO WILLIAMSVILLE, NY 14221 -&'ONG 'V=1 HEIGHT�=34 --AT---REAR ,OF LIFE .I. _ELL 120.00------ HIGHLAND--AVENUE----,- .................... ......- --------- -120.00 .......... .............. ................... .............. ................................ ............... .................................. ...........- ..................................I ............... GRADE, .......... ........... PROJEC17' ................... ................ ................. ............ ............. .......... .............. ...............-.............. ............... . ................. ............................. .................. ... ................ . .......................................... .......... ....... .......... ........... ...... ........................................ ....... .......... 110.00-- ............. 10.00 ................ ............. ............ ...... ............ .......... -.......................... ..................I .................. LIFE STORAGE ............ 105.00 -105.00 _0+�0.00 0+060 1+06.00 2+06.00 3+0b.00 4+06.00 5+0b.00 6+ob.00 REDEVELOPMENT SECTION A-A 435 HIGHLAND AVENUE HORIZONTAL SCALE- 1 8625' SALEM, MA VERTICAL SCALE- 1 w-25 PROJECr NO. 2570-01 DATE: 09-12-2019 SCALE: 11 5V DWG.NAME: C-2570-01 DESIGNED BY. SJL/BES CHECKED BY. (MQ C) PREPAREI)BY. Zt Q) 150.00 U) 150.00- 1 ........... ..................... ................. .......... ................f .......... ............. ............................... ............. ................................... ..................................... ............................................................................... ............... ...... ............. -4 ............... .......... ............. .......... ... 70 ......................... -S I IS ING--1 --140.00 EX' T PROPE EXISTING,-WOOD ....... HOUSE!--AT'_'0....... RONT PROPERTY 'PROPOSED LIFE j F 140.00-:"' RAGE--BUILDING _RTY!" NUE ' CLARK LINE.11-111-11-1.1. -.1.-1--l., --APPROX.--____ _,�L-STOCKADE_' ..................11-1--.11............ --------- -AVENUE'- HEIGHT=34±FT;� .................................... ........... .. ............. ....... __ 11-1--l-1,11-__1-__-_11_._-_ - I -� -__-,_-, - 11-1..-.1.11. .1-l".I'll-11-11L .��6.5± -.1--l-1-1- ;-_1--__11-111111111111111-11:1 11_,__ FENCE -1 Q) ALLEN MAJOR ..................... .............. 130.0G_ 30.00 ...................................... EXISTTNG_"_'______'__'_- --------------------- OSED GRADEi- P ------- ........... "--120.00 W K,-CtGH-nNG 120.00-- .........- ASSOCIATES , INC. ..........._............ ................ GRADE' civil & structural engineering * land surveying 4-- ELEV70 26± -lop -TAININO-WALL------ -RL AWN environmental consulting #landscape architecture ..................- 110.00- REAROFLIFEj 110.00 T www . aIIcnmajor . com ..................................... .................... .............. ........... - TORAGE SITE, S 100 COMMERCE WAY, SUITE 5 ................. ....... ............ ........... ...... 400.00 WOBURN MA 01801 10 TEL: (781) 935-6889 C�00()+:F0-o_____0_ 0+06.00 l+oboo 2+06.00 3+0b.00 4+06.00 5+0b.00 5+5100 FAX: (781) 935-2896 WOBURN, MA LAKEVILLE, MA * MANCHESTER, NH SECTION M THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. HORIZONTAL SCAM-1'�-25' CIJENT/CUENrS REPRESENTATIVE OR CONSULTANT MAY BE VEIMCAL SCALE- 1�-25' PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE Z3 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICA71ON OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNE71C MEDIA.PRINTED REPRESENTATIONS OF THE DRAV41NGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF CN ALLEN&MAJOR ASSOCIATES,INCS WORK PRODUCT. DRAWNG TM: SHEET No. LQ SITE SECTIONS PLAN C-1 06 Com9ight"19AIlen& AMCiaks,Inc. AIIR�gh&R 0 7'0-!Wmr�,��W Q- TV: t a WOW", tqm 4 too A Phi a :__, 7 "' "z, �', -,,, :t."Ai"'O , " " l�,, :l'0 0,1 Any to, j",y l �O HIM Ar am A 4 OV_11�,M mjm. "--ve'? V Sn "n", My Volk! t mv n AAA, ................ t U01 "A OR !I! n "0, v";7AvVjF,,, O�,�,4 ...... "eq, ND Q, RENDERS �OM 11, t' "o"i"""Lt'� luO 0 T1W A-1-1, 1 On wo Wit- 0 ""VAX vol", AVON' 1A o ,;4 61 .I.... 711 oMRo: 4 0 A nO 741�1. 7 U b 7 je LIYA ti uml, "�y 0.'8, f t ..2,0' wug H who 0 a z 1 8 1.0 Z Cie! 1 00,1.0 Y :7 42t �4 "M "'M __O 0 'T 17", - �j 3 �,��,7 7' 2 0""L M� nl at 'QaooL_ 'o W, "j,q,& "n J7 Or py� !.4 4 t)k Q-0 110 3.3 TAT"n tl i"o t ti, Zii V 'O� U 4 o 4t!;ajjfj( .40p�,,I�O�11'" 7 Oyu 4 v, :t g 'Al � ',`�",�,�" ; �K . too 00 a, IN gm M-Mw- -22 O]g ,l�t, �'� 2. 4":,::'t`j aw Main 2 1, Wm _u, ....... �'O ;t, VOW TYR Cl a o AQU IWA "'T VAT 'i, �O t'rt 0 r LIT - "'" , , I , KETE's log- 'M 0 ........ WAVE&T Q K"r-n, AM IV. y�Qv 'q '10 Am AI"W v 4 �11��, tu "'t.,, 2 zoom, n `N `2%6:' t v i NAZ Vi�,'4kM.,T'f Fi, 1 6 2 42A go, 0, &ttagno , ,, 5 Ly ,, , , , , , STRAY A 0=1 Q 1/2019 0' NU Tl#, 24, Date: o-� Q 'l, n"-i""',",�, Qr4 "0" '0, . .. ......... MOO AvukqNs '4,04' AOXE ME "M kt0qf(T O�, "tu izalvvLt, a o�j l,��,t, a to "Ot Ply ny M_ ,7, 'NEW R *0 ? 'a i,,�Vo PON > c, 't, pit v K o" All,"I it "A"FIGPOS EMARS 1M. 0, MN qq .,Q Q j!1 , 0' -,l7"f �ij �l,e' its "0,1 5 PROJECT: ON, 4 VMS son. R; .1 v�, NANO "T 8� r4,, ty §q Lj at fO, T P,:2 6 'S 4' 0: Q VV1 LIFE n A I tO, �O t RA MH:1 ""l,.,t,I alto g! OSQQA� M 'v-v YO 7 n:jpf, "e�,0 30'078i"S.F. 'Ol T 0 S'S'S; -x-4 _0 t n P 0", Q "001*1112y, 4 , " , , , R .11 1 't'. __ - , , ��' ' ;"'' '�"L:'o , At" (90 234 G o' o _,�'_J '5 1 0", �_o -law "Ad4l O`� 2 P go �jv 10, "ai Wig 0,1,,,,,,�...... 7" nip 4�O v, "M t`- v Mip A", Q21 WS 0 4., W 0 a, K d;q tz UP alon Q ...... nil, I"A to v 1) K QX11- 90001 131 , , , ", , , l:l i "' "4 �:: "," �L I t I I j Q 'L X.- 07, 1.8 ��,21 2 3 2 ml 'NANO A o z i wl 44 0- MR 1 0 7 19 40,111 00 7 _3 71 n. "AR 0 V l;:_t,ljo�vv v VV I VVI 3: X W 'v 1 22 A,'3v!j;-3q—;;gC 07444�4. "l- " ` vi 10 oil 1"Amy L 0 —7- - , l?, , n,(, "t", _.rb " ;,lll,3.2,,,, `, 2.2�?,, W_- �,A on" 'o, 0;, W y A ',l 0, two 2 Az E; lAi 0 4 A 7 �O- 0 A 'INVU 41 1402 3 5 4, Ley 0. j 10 Av �7 o� now 0 0, 5 1 - if"o tA�-, ------ 04 T MOMY o,� 4=5w Zl*�' 0 ST 0.0 ll 0 b, 1 02 >No -, .0 0 ��,,,;,o Q Afy"o , - �A ,��0.0 0'M -:�0.0 y y, 4" "1 , " , I -1701C.1,a j Aj 0 ( i 410 0 "0 '0. ;'u', J 0.0 t i:0b'�,:O,,, 0 to _,�"U.0 0 0 7 'to,Rv I no or.,! low.01 V"_ "MS" old' 0140 On t JOE any viamm 0.0 "l 0,0 v i� 0 0 11`11'�11all_ U ultl'T`�,-�,0.0 0.0 _0 0 0.0 U jkdQAj 0.0 �I I, , ,_,_ ""' ,, :,0.,0 lO, !LW66 W51,0 0 0.0 0, lo�o .0 -U.0 '0 awnpr A it u �ttt 0 0 0 0- 0,0 4t, 0 _Qq ko" 7,l, n, I-,j- Naar (Cinf: u�� 0, �4 ........ NOME 7 xg v 'o, M v,� so SUMMARY TABLE . ..... -goway z, t� 3 " 12 W .0 NO q4p% gy y..... O� QTZT 00 7 01- now,% INTI, � 11,111- lz� ��,— -1 0 33 M-WO WAY v9NIN: M LuIr"llinafiv^ Schedule Cn UTV §ymbol LH bel cru o n LAWL Whatt, '0"I"_ mzx 'O�q xy N 1 3 0.950 NV-1 -T4-32L-7-40K-S11\jULE 18' MTG. HT. 7 1 RdA111 5 - =� MR& A V V n�a,t-]�`q N1A 1 0.950 NV-1 - V",A-I I iE 10-32L-7-40K-SINGLE C@ 18' MTG. HT 71 mull ""I amm"amm"Nam" ""a W1 10 : 0. 50 9 NV-W-T4-16L-53-40K-WALL MT @ 121 MTG. HT. 29 .................................... o"M ' 'M"" Fit- F W2 ().1950� NV-W-T4-16L-7-40K-WALL MT 16' MTG HT 37 was g UINSANtion Suir"11ma wait! MR Label Cal "P" U11 S Ava Max Min AVC130 i n 12 X 12 CALCS GRADE-, Mum' inance Fc 1 .72 6. 1 0.2 8.60 �A SPILL C@ GRADE Illuminance Fc 0.00 0.0 0.0 N A. Lower Parkin i Area Illuminance Fc 1 .65 4.2 Om7 2-36 3=0 -_ � V MW Middle Drive Aisle 9 Al Illuminance Fc 2. 17 5 0.9 Store Front Parld Illuminance HT, "W"If", Fc 2. 17 6. 1 1 . 1 1 .97 11 90111 NEI ''I IF Q't y"A � , N 'Wv tl� t War -'ao R,� -'0 my VIA, 4 R zv� P�way; t _,qq t" 011 > R 731, -'s '-7wg "k, �O P "j, 4- M, '021 OF V' 0,7711M R F Most* "'k NX l` HOT 51 oil '100 A 4�_ -Z,7,,,FF -A 'o w Q W. off pm- -1 K` Rio psi sit 6'01, 'Tin A "a 'j _�, A_ , Tie Z�,61A m fOl"i ,�q "Mit to M1, WYV �tj no 0mv IMSSMUE wig ma N Mk ',0, "FIRM v 0, t ag am-MEW OM O,� `�,T 0, %Ong ,AAAW 0', V �,?,Oq'a", 'v A i,,, 4� go Room '11 ?""A ,, I'� "Nil -A, 41M." Drawing: V, 7Vt 4 -nil 1 ZU 7 WN A, . ......v, ylt U!, Lighting Study A Vor 'a� v-, k" FF o"t" S' Al ft"Q l4PAW-"A 2, ;Psi M= PAW P u, 4� u-� N *,v,MKk%., 64W -V ............. Drawing Number: P, mQ Type N1 Type N 1 A ELECTRICAL . 120-277 Volts (UNV} or 347-480 Volts (HV)IQ . 0-10V dimmingdriver b Philips Advance Y P • Driver power factor at maximum load is 2:. aximum load is 15� ;' . All internal wiring UL certified for 600 VAC and 105'C 14.75 . All drivers, controls, and sensors housed in enclosed IP-65 compartment • Lumileds Luxeon MX LED's • CRi >70 ..••.,,, • Color temperatures: 3000K, 4000K, 5000K LQ OPTIONS- 3:375" ^C� • _ ff effective andhumane deter' n for larger, BIRD DETERRANT BD o ers ec e n deterrent -bird species and provides cost-effective long-term solution to nuisance wet9)1t:2a lbs infestations and protect ourproperty. . bad + estat p y • MARINE GRADE FINISH (MGF)—A multi -step process creating protective RPA4 / RPA5 -- -� finishing coat against harsh environments. 1 1 •Chemicallywa hed'n nin system. s i a 5 stage cleaning .�: 9 9 I I I tr Pre -baked b mil f Zinc Rich Super stet Primer. 1: Powder coated 3 5 s o a Durable Poe M ��y" 1. P "J 1 - • _ rtV i. 1 2 feet inside pole coverage top and bottom. Baked. Oven B •• � '' • Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 yyt� APAu gPA4 mil thickness. `wy } ' M' CT SHIELDS (HSS, AHS) House Side Shield (HSS) is designed for u property line cut-off. Automotive House Side Shield (AHS) is a single -sided shield allowing partial cut-off on either side or front of luminaire. • ROUND POLE ADAPTER (RPA)- When using round poles, specify Round Pole Adapter (RPA). Specify RPA4 when installing on 3"-4" round poles, and AUTOMOTIVE RPA5 when installing on 5"-6" round poles. HOUSE SIDE SHIELD HOUSE SIDE SHIELD CONTROLS . • FSP-211 (FSP-X)—Passive infrared (PIR) sensor providing multi -level control based onmotion/daylight contribution. f ` • All control parameters adjustable via wireless configuration remote storingand transmittingsensor profiles, .. . • FSP-20 mountingheights 9-20 feet 9 • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion FSP-211 sensing, reprogrammable in the field. • NEMA 7-PIN RECEPTACLE (PE7)—An ANSI C136.41-2013 receptacle provides electrical and mechanical interconnection between photo control it cell and luminaire. Dimming receptacle available two or four dimming 0b�, Wall contacts supports 0-10 VDC dimming methods or Digital Addressable Lighting Interface (DALI), providing reliable power interconnect. OPTICS Silicone optics high photothermal stability and light output provides higher powered LEDs with minimized lumen depreciation LED life. W and thermal stability with scratch resistance increases exterior application durability. IESTypes . ...................1......._... __�. _...__ "_._._...._...._._.... ---�, i I i �y I f i•/ I i J TYPE ll (i 2) TYPE IiI (T3) TYPE IV (T4) TYPE V (T5) NEMA 2 (N2) NEMA 3 (N3) NU 701 Kingshill Place, Carson, CA 90746 nlSlighting.COm LIGHTING Call Us Today (310) 341 2037 f OPTICAL CONFIGURATIONS - MOUNTING OPTIONS Rotatable Optios (ROR) Rotated Right, (ROL) Rotated Left options available. Optics field and factory rotatable. 10.25" f ' (OPP)::Tearl2r,.Or)::• ciCfiD ? ► . DIRECT POLE (DP)' . Standard mounting arm is extruded ..... T' a d 7" : ' sw: �149:: M (SA) ::. . . aluminum in lengths of 3' an ` . SWEEP AR - "Arm lengths may vary depending on configuration,: Cast Sweep Aft includes (as stg6dard) NV-1 / 16L NV-1 / 32L NV-1 / 48L NV-1 164L Internal Quick Mount Bracket. * OPTIC PLATE PAINTED TO MATCH FIXTURE FINISH (OPP)- Optic Plate standard clear anodized, Grade 2. When (OPP) specified, Optic Plate finish will match fixture finish. WALL MOUNT (WM) (o-T 14° Tilt) ; Cast Aluminum Plate for direct wall LUMENS mount. X extruded aluminum arm { ---- Ti IK 1 PAMRe T3 ra mounts directly to a cast wall mount bo;,. NU t R t6kiw BtiO" T2 taMv OLC BUG H88 tM7W BUO T3 uuW tBC .BttC Hs6 tMrye BUO r4 1MJW DLC BUG TS LA1/W DLC BUG W NV-1.16L-35.30K 1944 108 8 2016 112 22M 117 P 014.00 1134 63 84110-w 2106 1171P w4ow 1116 62 80AAu1.0' 1107 116 P 01.OK-1 2124 118 P 82•Li0•60 Is. .. . ,., 3 ., 9j, r d • . ' • S; �i � . • r - � , ;1 , J.Q� i .. ......... ... - - 'NV�I-1H.'d6-SOK 2088 �11ZL B21117.6, 2160 1211 2376 132 P Bl•tgCl 1278 71 90410'CO 2h99p4 133 P Bl•tW61 �1260 70 86UGGfl 2959 131 P Bl`W'Gl' 2414 134� P B2U0-.G2 18 - le .,` •, ,H }, d,_•. ` •'A 4• ii .I•_ �„ f' r• ., € "'4,1i'1 ° .t.' X'. .!•i• �. .... ... Nvl-14%.a.401t 3136 112 MIL*61 324a 1% :502 124 P allk"i 187..E 6'T BOUPt11 3472 124 P 6i3K1h1 1649 66 Ilolxicl d444 148 P e14x1G1 3ri00 126 P Batx1C1` 2fl - . TRUNNION MOUNT (TM) DKNUCKK E MOUNT (KM) • � installation _ ustable Ii� . 11V+1-16LY-3m s866 108 a -L"l 4032 112 .3"P 110 P 814§O41 '2268 :63 B04.1n3 3960 )10 P SWO-al 2232 62 W4JM1 3973 1A9 . P B14x,4"F 3W6 Ill v 83-UO41 38 Steel, bolt-pn-mounting for adjustable horizontal tenon. • �: �. i till, 1; installation with a maximum uplift of • nMax /Uptilltt of vertical144 degrees 5 38" o Nv-1.16L-7`601( 4176 1'IS �i1,o-(1_t 1320 120 9�4.1 129 P Bti10-Gt 25.56 71 So 4600. 126 P 8hW-01 2320 70, W-Uattl 4428 123 P 914ro-Ct 4i00 125 P B3u4G1 36 (gU T„) • Adjustable in 6 degree increments 90 degrees -�. -• : 9 11... i ;y sf lMEN , *Unpainted stainless steel is standard ' t!rV-1.160-40K 6272 112 83-UO-CA ..6446 -06 6832 1.22 P Btu001 3782 57 BOI D41 6888 123 P W410-G1 9696 66 B00W 6776 121 P 824XG2 �W" 124 P 894,0•G2 66 ; • ' '�l. I WI-0247,301( 76M 108 84-WG1 ?M 112 7810 110 S B1UOC2 4473 68 8040G1 7810 110. y S. WO-NG2 4402 62 00.W31 7739 199 9 024A,•G2 7881 111 S 8341pG1 71 - - +--"- .. .. .. �' t4V ilul.-WK SZ35 1I6 0440'el 8620 120 9169 129 P 02•UO.02 MAI 11 SO-MM 887E 125 . P 132IM-% 4970 TO 60U462 em 123 P , BM062 8946 126 P 83-U042 71 ' .. TENNIS ARM (TA) - NVl-32r_1.40K 11872 112 44U0191 12M 116 129;i2 IV. P W-U062 7102' 67 W-MG2 19038 123 P 8 44Q bg96 66 BPU0G2 12926 121` P 63AaG2 13144 1'2A P L 844O42 106 i i t 1, ' _ .. :' a ; ' >I s Steel fitter slips over 3.5" x 1.5' rectangular arm. 0 Nv-1.4�-0.30K• 11232 108 94UO tM T1648' 112 11440 ITO S 82 VII-V 6652' 63 PIRO- i 11440 '11O 9 a24KMGz 6449 62 6t11 -Gl! 1036 100 3 WArrG2 115" 111' 9 B4.10.6z 104 *See Tennis Alm Spec Slleet for details M gin iRm - NY-1.48L-7' SOK 12W 111i 044JO-M 124110 120 13= 130 �P 824J0•G2 7384 ' 71 IIOUPG2 13000 •126 P 89-U01t3 r280 70, W-LW92 IV71 123 P Mr U-G2 13104 126 P 84410-G2 104 a' r , r ic` *f a ?y. , 'Elf. _.. .5.- •.tki tE n is ..c+�¢Q'3 , • ... f. -. ...t .. :. .. :. :.......... __... _......_._..-....._._...__-_.-._..�........-.._................_.._-.__._.-----_.-............_._..-.._.-.-...--____-...-_._W_-......____...__._--.-.___-._._....___.._.__-._........,.-._...__.__._..___.-_.__._...-..._.. n• N121.48L1.4()1( T7472 112 M-130G1 '180% 1116 19082 122 P 8341003 10452 67 6100G2 19188 123 P B34x1G3 r02% 66' 81-M-02 IW76 121 P B3W-0a 19344 124 P BSU0G8 166 =a G ;l. r: ,. 1", OPTIONAL I t Mrm 1wds1 : Kv-1-W4-30K 14M 108 8541041 16232 l72 14M )10 'S Ai.L10G1 .SM8 63 WAM 14OW 110 6 634x?G3 8482 52, 814,0-G2 14824 109 S 03-W-G3 15096 ill ° S RWX—e2 1S6 r�,�,l e 6 ii H i h1 +P ! .: Optional Cast Aluminum Bracket, Quick Mount Bracket (QMB) a *}d pattern. a i i•tiV�l - •T 7 F} 1 1 i .� 4}bL -5oK 167 a 116 ISiJII.O s32o 120 176ec t30 P 1134J04a1 g656 n' m-rx14z nono 126 P Bs4to,oa a52o 7o a14,o�c2 167z6 r^s P frduc GB 17136 126 P 8441682 138 and Retrofit Quick Mount Bracket (RQMB), designed for quick 11-Mrt• 'i ' _ € t§t! mounting on Direct Square or Round Poles. Cleat mounts NV-1.641-1.40K 2W60 112 864�G1 23760 1,6 25010 122 ' P B14O-W 13735 67 0IVGG3 26215 ' 123 P 03,00-W 135W 66 B,-WG3 2A806 '�21 P G33 044 2S420 l24 1 P BSUOG3 206. directs to le for Basil hue f xtures. �: • g' O y7 n�Y Po Y 9 • N *DLC S= Standard QMB 4P RQMB P= Premium 4a p' Z EPA L70/L90 DATA TEMP. L 0 64l 050 A V- @Qj641-105 V485,000 160,000 O DPX ARM LENGTH Z 71 O �• 701 Kingshill Place, Carson, CA 90746 nISllghting.COm 701 Kingshill Place, Carson, CA 90746 nlslighting.COm V L.l G 1•`•1 T I N Call Us Today {310} 341 2037 NG H T I N G Call Us Today (310) 341 2037 rTH i rOr: e .�,fjj, t �4 � �y F � NI �t�i `I*.'; f•i �'1}� ALIL -•1. 4 y ,N I'll tf Y,:LYnLY,H•:, . S i t t , I � ., 4, FORM AND FU CTION • • � � - N • Sleek, low profile rofile • p housing ' 1 �} • Spec grade perflrmance . • for � `, • Engineered optimum thermal management,- • ' Law depreciation rate "Y - ^ F • Reduces energy consumption and costs u to 65°� *�-•�°'• ' • ' ' ' '' � '' pp ( t Exceeds IES foot candle levels utilizi the leas t number n n+�r N, �•' •" F s 11n of poles and fixtures - r. project P Pe Pr 1 e ti ,� �1:1 , � x� �• • 'Optical system designed .for, . -Parkin Lots g • Dealerships Y ku 21 l ,, f 1` -Auto — General Area Lighting .t,liaT 1 4 �•. 1 .i i x . 'Ai CONS CTIO TRU � Die Cast Aluminum ey b r I � 1' k ..:�i .i hr � r ! 1 r . External cooling fins, Finite Element Analysis (FEA}'`�� designed ! J Lyy ^r 6 , r ;s •P` 7 3�kY r t1- .✓ ^�. r f „ �.i : f, ti� s:� "'k" t.,A ',.�;Ai`•.. �,.i, ..t(,.ur: ., a?''rri it 1 ,�. • - Corrosion resistant exfe maf hardware x .1 i• .r ti rrx'a .. c l' ! +. 1 .k rt i!• iyy�1 _vf �.• &� t l Y ifr: V. .,§" . .. y�1i,1°1 i+l,.... , �4L G'# j'*.. � .��i':•� � iF +• • • One-piece silicone r piece sl f , ne gasket ensures IP 65 seal for : . t. p�§t §��•.�� .` _ � ,Ax�, `l � _ electronics Corrlpar[ment , �1�t °:e - r ., � � - � :, -,°N . i• ,fir x,�� #h � .. . • One-piece Optics. Plate` mounting silicone Micro Optics ' • , • 'Two-piece silicone Micro Optic system ensures IP-67 LISTING5 level seal around each PCB •` . Grade 2 Clear Ariodize_d Optics. Plate' standard . • Certified to UL 1598 UL 8750 • FINISH CSA C22.2 No. 260,0 • 3-5 mils electrostatic provider coat. •' • �Designt.ights Consortium®(DLC) • NLS'standard hi � high -quality finishes prevent corrosion DesignLights Consortium Premium®(DLCP} protects against and extreme environmental conditions IP65/ IP67 Rated � Vibration Rated per ANSI C136.31-2010 - •• `� - WARRANTY Five-year limited warranty 'ran fordrivers s. and LED ty U ` - LED WATTAGE CHART tP t~ f p, to IN .'N t 28w } rr � :_._w HPI'•' ';' 7 'p : r -} ss f i t Lf , ,l r f d ,i r., i , 3 # a h ? 7 Y � ki ��$ 7. � iz�: "' ,� i fir' 1� •r s +, 11 r 3Ex 71W ._S.._..104W . - L Y � x 1 �r • � , , a� �`i � � b6w 10aw F 1l38w 205w �' � t' • � . ,� v _ +i� ; ti� .: ,� . F - 'i � ,� Project Name: Type: • NV Type 2 . 6 •' 35Q �OOOK' i 120-277 c � Size 1 (12) 32 (32L) (35) (30K} (UNIT) � Direct Pale � Bronze � Bird Deterrant (BD) �� (BRZ) Ma EPA SGL D90 Ol$0 T90 Tt30 QO f!IV-1-0P 0.46 1.14 0.92 1.34 1.37 1.34 N1l-1-iCM 0.54 N/A 1.08 N/A N/A WA NV i-SA 0,75 1.29 7.50 1.94 2.05 1.99 i } l ,nE t , :lu 1 e ib a. yy I l 'f , •h ! If 1 1 ft' .. �"�, •.t .l � � .L�i't}5"�,i?�t�h� s s, n �� i I•� ,�A.fLlud�lUiet,: 't fur{. •rr Lc. L. =I, ft" �i r,4�iv��t0�i` ....,�k:,.l� h �06 ..r. t,�1 �P.:,�i �� l� i a , FORM AND FUNCTION _ • Sleek, low profile housing , • Spec grade performance • 'Engineered for optimum thermal management ( ri . Low depreciation rate • Reduces seer co sum tion and costs u to 65 � gY n P P • Exceeds IES foot candle levels utillzin the least t r-{ h number of poles and fixtures per project � � '� ^,<.�,K ��,t "`°�`:�nn;,,, • §i f,, i t i n f Opt ca system des g ed or - P 'kin Lots °-.,i , 4it;l :°16l 1, � • ( nn rf! 1 Y . al rshi -Auto Des ps en ral A ea Li htin G e 9 9 w.. N s , .x CONST CTION RU • Die Cast A!u inum m 1 , 4 4 y r 1 ! k , A F q 1 i 1 s. Y 1 � 4 # 4'•6 4 I •t l G I � r i 1 .1 1 fi u. 3 A k 4 External coolie fi Finite E ement Anal sis F r r L s t+ g ns' I Y (�} �t�t� desi ne d • Corrosion resistant external hardware 1 ac r 1 �I � K ' 3 r �° 9 � r � ..FI i..S u Y 6. f R b'?F:.dw,.1 '4 i,;' ;�,.`J.S:'•a. ". ih` Z ' .� M ill- t.e.^J a�.• ':'• 9 a^!`. 1. „4 .i4.1 .4 ::3• x,. b...t�. • 'yy'''�1 ,i. :,rE}•.. .,.,t•y/} x. �.,_ rJ ��. x'I;w Q�: -'� ..: ;, ;�r,.r+`•:. !E One- leceslllcane asketensureslP-65sealfor electronic o a t s c m rtmen J. r • :v. . Qne-piece Optics Plate' mounting silicone •Micro Optics - � •'`•` 'i �` ��`i "�- -`• a� . Two-piece silicone Micro Optic system ensures IP-67 LISTINGS level seal around each PGB • Grade 2 Clear Anodized Optics Plate" standard FINISH .Certified to UL 1598 UL 8750 CSA C22.2 No. 250.0 • 3-5 mils electrostatic powder coat. Designt.ights Consortiums (DLC) ; ® • NLS' standard high -quality finishes prevent corrosion DesignLights Consortium Premium (DLCP} 'fr protects against and extreme environmental conditions •IP65/ IP67 Rated • 3G Vibration Rated per ANSI C136,31-2010 " • WARRANTY Five-year limited warranty for drivers and LEDs. �N. LED WA A E HAR TT G C T 5 � taw ',n ,, i taw 1 y .. ,,nr , !Yf n• ... tP r ••r , d r. ii . .,1. �.+.. r �,..sy9 6,r . s 3 t ,r.# , �.�t�a. +,L(..i , ;l «: tilt• , 1 f1 L:;i:•L a ll ii, � � , r .:�ri' Y„r •, ^ . r 10,E gg fi'u� r t t �� f• 1. fl,i. ;r,r la'. of F.! � �r'r � L , .it• Tl 104w 136w I.,., • t6. irz6� . . ,� L N /! N• F1 ..1.. } i •. @ t �. IS I r�, • t l E , i f�l t 4) t 3 rf •' 4 • .;,i�,. , : �v .4 f�i . tt 1 nl•1; •. •� , ,y tl , A 11 ('ril ^,+ , S � , Y::, t . •7 . tin r - :1 , i..k8. � I 1� tr 4 8 08w 156w rl�3, I r ,-• of .31(r ,r f , L i d I N i! .(1 .� r•. a v,,.: rCl' , � �,: , ,_.,.�L. ,.1. 1+F' . - .?! . .• ..a1 � _t.,. .... �.i 0 l:fhh �h ,.,.,.i. Project Name: Type: NV Type 2 16 16L 350 3000K 120-277 Direct Pole Bronze Bird Deterrent (eD) Size 1 (t2) 32 32L t3� (30K) (UNV) Sipe e. n180 (BRZ) 'Marine Grade Finish (MGF7 � � (NV 1} • 3' (DPS3) Optic Plate Painted to Match Fixture (OPP) Type 3 48 (48L) 530 � 4000K 347.480 � t OAo Tip 712n. ob � White Mounting Painted to Match Fixture (MP) (-,'g) 64 (64L) (53) (40K) 7' �T) Nema 7-Pin Receptacle (PET) (NV) (ppg7) � Photocell +Receptacle (PCR) Type 4 700 5000K ; 1 SO �) Knuckle Mount (KM) Silver Sweep Arm (SA) (SVR) Receptacle +Shorting Cap (PER) FSP-211 with Motion Sensor UNV Voltage) ( � '9'-20"Nei(hts g L._.,'r:_«_J• FSP-20 Wall Mount (iMM) Black ( 1 g Type 5 7 050 FSP=40 •2T'•40' Het nts Trunnion Mount {TM) (BILK) ( ) g (T5) 1 () *Standard finish Is stainless steel. Surge Protector (10K) Can bepalnredto match fixtu DPX M G SGL^Us D90 rr� DL80� T90`� T120,�?;* QD'�" Nv- r r •tN OF CARLTON M. QUINN �1 C VIL y 0 9923 P o STE�� PROFESSIONAL ENGINEER FOR ALLEN &MAJOR ASSOCIATES, INC. REV DATE DESCRIPTION APPLICANT\OWNER: ' LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STO RAG E . REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 09/12/2019 SCALE: ' N.T.S. DWG. NAME: G25704)1 DESIGNED BY: S!L/BES CHECKED BY: CMQ PREPARED BY: MA'JORALLEN & ASSOCIATES, INC. civil &structural engineering •land surveying environmental consulting ♦landscape architecture w w w a l l e n m a j o r. c o Tan 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-28915 WOSURN, MA ♦ LAKEVILLE, MA ♦ i1fANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO 71;15 PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERW{SE, ALLEN & MAJOR ASSOCIATES, INC MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTAilONS OF THE DRAWINGS AND SPECIFlCATiONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, ING'S WORK PRODUCT. DRAWING TITLE: SHEET Na. LIGHTING DETAILS/SPECS 3 Copyright©1019Allen Br Major Associates, 1= All Ri hts Reserved C) O CN ti C) L0 CN Type W1 ....... ... .. 11M, f ,ttAr 01 ,'&OAK Z K-1 IW- I'YS FORM AND FUNCTION • Sleek, low profile housing • Spec grade performance • Engineered for optimum thermal management L70 480,000 65% • Reduces energy consumption and costs up to CONSTRUCTION R, • Die Cast Aluminum • Internal cooling fins, Finite Element Analysis (FEA) designed A - • Corrosion resistant external hardware Ev • One-piec6 silicone gasket ensures IP-65 seal for electronics compartment Rg 'N yy *�M g -piece silicone Micro Optic system ensures IP-67 • Two level seal around each PCB y", 2 V d. Ei • Silicone Micro Optics: Recessed, full cutoff, vandal resistant and non -yellowing i. FINISH * 3-5 mils electrostatic powder coat. * NLS' standard high -quality finishes prevent corrosion protects against and extreme environmental conditions LISTINGS . Certified to UL 1598 - UL 8750 - CSA C22.2 No. 250.0 - DesignLights ConsortiumO (DLC) WARRANTY - DesignLights Consortium Premiun-i0 (DLCP) Five-year standard warranty - IP65/ IP67 Rated COATED. C us Too" LED WATTAGE CHART 19W El s rir .r. ,R Project Name: Type: 1=Q 4W NV-W. Type 2 350 3000K 120277 wall Mount Bronze Marine Grade Finish (MGF) Nems 7-Pin Receptacle (PE7) (30K) U (BRZ) -Requires Deep Back Box (WMI Control Motion 32 (32L) Type 3 *700n?A only 4000K 347-480: 40K Rimming with White ensor Vanity Plate (VP) rHT) *B'Heights and Below (DCO) (WHT) *9-20'Heights (DC20) Type 4 5000K (T4) 700 (50K) 1 Silver *2 V-VT Heights (DC40) (SVR) Surge'Protector (11 OK) (7) Black Eme�Vnc� Battery 4W (EM41) :-576 (OLK) 64L rn n 1050 Graphite Emergeng Battery 8W (EMS) • 7032. 112 Lumens (1) (GPH) � mergeng Battery 16W (EM16) Grey 2064 - 225 Lumens (GRY) Emergency Cold Pk Battery (EMCP) 215 Watt Custom (CS)*3226 - 3625 Lumens Housing Extension (HE) *To match EM Extension Box Button Photo Cell (PC *Universal Volta 72 27� 44 ELECTRICAL * 110-277 Volts (UNV) or 347-480 Volts (HV) * 0-1 OV dimming driver by Philips Advance * Driver power factor at maximum load is a.95, THD maximum load is 15% i 9.08. * All internal wiring UL certified for 600 VAC and 105T * All drivers, controls, and sensors housed in enclosed IP-65 compartment * Lumileds Luxeon MX LED's * CRI >70 MIN, * Color temperatures: 3000K, 4000K, 5000K 12- TOP VIEW BOTTOM VIEW OPTIONS • MARINE GRADE FINISH (MGF)—A multi -step process creating protective finishing coat against harsh environments. &9Z1 0 'Chemically washed in a 5 stage cleaning system. • Pre -baked • Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. weight: 72 Ilbs • 1-2 feet inside pole coverage top and bottom, • Oven Baked. EMERGENCY BATTERY AND 7-PIN EXTENSION • Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. BOX DIMENSIONS • VANITY PLATE (VP) —The Vanity Plate was designed to cover the un- sightly remains on a wall where a larger HID wallpack was removed, The Vanity Plate will be painted to match the finish of the NV-W, custom finishes are available, please consult factory. The standard Vanity Plate F is 16'x 16', W 4?" CONTROLS 4—A • DIMMING CONTROL (DCX)—Passive infrared (PIR), sensor providing multi -level control based on motion/daylight contribution. TOP VIEW • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. MOUNTING HOLE • DC8 mounting heights 8 feet and below • DC20 mounting heights 9-20 feet - • D040 mounting heights 21-40 feet. C_ Includes 5 dimming event cycles, 0-1 OV dimming with motion sensing, reprogrammable in the field. • NEW 7-PIN RECEPTACLE (PE7)—An ANSI C1 36.41-2013 receptacle 2.4- provides electrical and mechanical interconnegtion between photo 01600 J0 t control cell and luminaire, Dimming receptacle available two or four dimming contacts supports 0-10 VDC dimming methods or Digital Addressable Lighting Interface (DALI), providing reliable power 3 Conduit access points on either side or center back interconnect. • EMERGENCY BATTERY OPERATION— The emergency battery backup MOTION SENSOR PLACEMENT is integral to the NV-W. All emergency backup configurations include a standalone secondary driver with integral relay to detect power loss, This meets NFPA 70/NEC 2008. The emergency battery will power the NVW for 90 minutes once power is lost. Emergency battery pack are of NiCAD batteries. (EMCP) Emergency Cold Pack Batteries are rated for -20*C to 50*C. OPTICS VANITY PLATE (VP) Silicone optics high photothermal stability and light output provides higher powered LEDs with minimized lumen depreciation LED life. UV and thermal stability with scratch resistance increases exterior application durability. P, • I ES Types i-01' ........ ... . .............. .... 4X 0.281 ........... PE 11 (r2) TYPE III (T3) TYPE IV (T4) 6. NLS701 Kingshill Place, Carson, CA 90746 n1slighting.com LIGHTING Call Us Today (310) 341-2037 45. Type W2 L 7 pMrW M . FORM AND FUNCTION • Sleek, low profile housing • Spec grade performance • Engineered for optimum thermal management • L70 480,000 • Reduces energy consumption and costs up to 65% CONSTRUCTION • Die Cast Aluminum - internal cooling fins, Finite Element Analysis (FEA) designed il_ 14 • Corrosion resistant external hardware • One-piece silicone gasket ensures IP-65 seal for electronics compartment j 411A41 0', "M 18 a '4 • Two- piece silicon e Micro Optic system ensures IP-67 Nk Q4 tt level seal around each PCB • Silicone Micro Optics: Recessed, full cutoff, vandal �pj A-1 I resistant and non -yellowing s zI�rl g ov, FINISH LISTINGS * 3-5 mils electrostatic powder coat. * NLS' standard high -quality finishes prevent corrosion protects against and extreme environmental conditions - Certified to UL 1598 . UL 8750 - CSA C22.2 No. 250.0 - DesignLights Consortium" (DLC) WARRANTY - DesignLights Consortium Premium® (DLCP) Five-year standard warranty - IP65/ IP67 Rated rO A 0 0 r M C C. LISTED LED WATTAGE CHART 29w •.... .. .. ...... .. . .... ....... 66W Project Name: Type: ZA ".UZQ 0WA 14b I NV-W Type 2 16 (16L) 350 K 120-277.'l a Mount Bronze Marine Grade Finish (MCF) Nerna 7-Pin Receptacle P '00' ) *Requires Deep Back s. (NV-W) (T2) 35 (ORZ) (30K (UNV) (WM) Control Motion 32 (32L) Dimming with isensor Vanity Plate (VP) Type 3 �700MA only 347-480 530 (114) White *8Heights.and Below (DCG) (WHT) . : -9'-20' Heights (OC20) (63}(T3) Type 4 5000K Silver *2 1'40'Heights (DC40) (S") Surge Protector (I OK) (T4) 700 (50K) Black Emerl;rncy Battery 4W (EM4) 516 - e 4 Lumens (BLK) 105o Graphite Emergeng Battery 8W (EMS) * 7032 - 112 Lumens (GPH) Emergency 22g Battery 16W (EM16) Lumens, (Grey, Ry Emergency Cold Pk Battery (EMCP) Custom *25 Watt 3225 - 3525 Lumens (CS) Housing Extension (HE) To match E&I Extension Box 'Button Photo Celt *yniversal voltage12 -PC 29 a.rd LUMENS PART NUMBER T2 LM/W T3 LM/W T4 LM/W W NV-W 16L-36-30K 2470 130 2499 132 . 2410 130 19 M RY&WOUP"M 1 1 MUME: IME43MEEEIM NVW 16L-35r60K 2618 138 2648 139 2618 38 19 A Wl�l U06& F t NVW 16L-53-40K M.. M. iW � I I I W-11 0' I I , MR 3756 R. I 130 I U1,10, !1, 0,; 1 3794 1 131 3756 1 180 �'tiggx 29 ME NV-W 16L-7-30K 4W8 119 4432 120 438B 119 37 RIT�F, 2go �0 1- - ,'..! � � M � TE I RUN, N41iVW 16L-7-50K 4661 1,26 4698 127 4651 126 37 'It 0"R3 i =E511 15 NVW 16L-1-40K 6328 113 -6391 114 6328 113 66 T12 NV-W 321_,7-301<. 9010 127 1 9100 1 128 1 9010 1 127, 71 Ol 0-A 5 3 IN NV-W32L-7-5nk' 135. 71 !M BUG RATINGS I PART NUMBER T2 T3 T4 W NV-W-16L-35-30K 81-UO-GI Bl-UO-GI 81-UO-GI 19 6* `6d ' lMi, .81 NV-W16L-35-50K al-tio-Gi B1-U0-G1 81-UO-GI IT M195!11- 19 NV-W-16L-53-40K B I -UO-GI BI-U0-GI Bl-UQ-Gl 29 7 7� ,1,,g—,C % � � 1 " q i"' A� 10 W119 ji�ii -➢l � gq P7 NV-W-16L-7-30k 81-1.10-G1 B14JO-GI 131-1.10-G1 37 ttir1iM 1-1 M13 i ME', NV-W-1 6L-7-501< 61-UO-Gl 131-1.10-GI 817UO-Gll 37 Pam- OiEMR,914024411Rt E19 NVW-16L-1-40K B14JO-GI B24J0-G2 B2_LJ0_G2 56 NV-W-321_4-301< B24J0-G2 132-UO-G2. B2,UO-G2 71 7M W-W-320-60K B . 24JO-G2 ', 82-UO-G2 EY2-UO-G2 1 71 L70 DATA TEMP. I NVW L70(16L-1050 483 nf)n TEMP. I Nv7w I L70 (42tlo 63'C I 483 rinn EMERGENCY BATTERY BACK-UP LUMENS PART NUMBER T2 LM/W T3 LM/W T4 LM/W W EM4-30K EIV14-50K 620 560 130: 140 624 564 131 141 b16. 556 129 189 4 4 7RIITI�11*im R5017 5 T� EM8-401< 1088 136 1096 1 137 1080 135 8 EM16-30K 2080 130 2096 131 2064 129 16 4i M ME M Mill on M3 EM16-50K 2240 140 2256 141 2224 139 16 1 EMGP-40K 134001 136 1 3425 1 137 1 3376 135 25 N 11.W-K%r,.`W4_ 0 54 k 5XRO.R ", NLS701 Kingshill Place, Carson, CA 90746 n1slighting.com LIGHTING Call Us Today (310) 341-2037 46 01. 121 DARLTON M. QUINN IL No 923 ST • PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. REV DATE DESCRIPTION APPLICANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE- 09/12/2019 SCALE: N.T.S. DWG. NAME: C-2570.01 DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering * land surveying environmental consulting* landscape architecture www.aIIcnmajor.com 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA + LAKEVILLE, MA + MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA- PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INCS WORK PRODUCT. DRAWING TITLE: SHEET No. LIGHTING DETAILS/SPECS 4 Cqp3T:ipbtQ2019 Allen & Major Associates, Inc. All RightgReserved wo IL Y V 7 f HIGHLA N-DA ,&.NUE (60UTE �107— PUBLIC — VARABLE WIDTI"") 17 aA r T - A V F I n LO ST6P' LOAM & SEED CI TYP. 7RF�. CI 1 OBA 2AR AR . ...... ICI I16RF EXISTING P A, LOAM & SEED LOAM SEED SIGN TYP. TYP. 5RL r 6HY 1 ORL j EXISTING 8 W, TREE TO BE SAVED, ITYP. D x ZVC .1, L x I- 7-w- fii ....... ... ... . ... P EXISTING V or_ SAVED, TYP. W f f5m! g. ICORRIDOR 71 DISTRICT ...... . ...... I LEGEND I DECIDUOUS TREE EVERGREEN TREE FLOWERING TREE SH RUBS 0 G e U is MULCH BED 'R EROSION CONTROL SEED MIX 11 NZ) ENTRANCE CORRI' OR IOVERL low IL I f I fil, IIj�; f P. 3T 3TO LOAM & SEED Typ. ID I13'.5 2 1 �14 114 p ...... . — ----- f T LANL)SCAPE SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 8.2.5 PARKING AREAS. PROVIDE LANDSCAPING SHALL INCLUDE ONE:: OL TREE OF THREE AND ONE —HALF —INCH �:M NIM M U EA FOUR —INCH CALIPER FOR CH THREE OTED UIRED IZ*ES (3) PARKING SPACES' R, GREATER 0 NQ Q DIG :SAFE�L L DECIDUOUS REES QUANTITY BOTANICAL NAME COMMON NAME MIN. SIZE PACING COMMENTS �i AR 4 ACER RU13RUM 'REDPOINTE' REDPOINTE RED MAPLE. CAL. ASSHOWN B&B 6 CRATAEGUS CRUSGALLI THORNI FSS COCKSPUR HAWTHORNE 3.5-4" CAL. AS SHOWN B&B INS NYSSA SYLVATICA TUPELO 3.5-4" CAL. ASSHOWN B&B iEVERGREEN TREES AC 61 ABIES CONCOLOR WH ITE FIR 6-7' HT. AS SHOWN B&B TO� THUJA OCCIDENTALIS "TECHNY' MISSION ARBORVITAE 5-6' HT. AS SHOWN B&B SHRUBS HY 14 HYDRANGEA -A. 'INCREDIBALL! INCREDIBALL HYDRANGEA #5 AS SHOWN POT R L 15 RHODODENDRON 'LANDMARK' LANDMARK RHODODENDRON # 5 AS SHOWN POT !VC 10 VIBURNUM CASSINOIDES WITHEROD VIBURNUM 3-4' HT. AS SHOWN B&B BAPISIA AUTRALIS LUE FALSE INDIGO #3 AS SHOWN STAGGERED RFLL 30 RUDBECKIA FULGIDA 31 GOLDSTURM OLDSTURM BLACK EYED USAN #2 24n O.0 STAGGERED WORK, AND AGREES TO BE FULLY 13 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE Ei: CONTRACTOR'S FAILURE TO EXACTLY LOCATE FE LO AND PRESERVE ANY AND ALL UNDERGROUND LO UTILITIES. PAI so 2. THE INFORMATION SHOWN ON THIS PLAN IS SC THE SOI E PROPERTY OF ALI EN & MAJOR AG ASSOCIATES, INC. IT'S INTENDED USE IS TO TH PROVIDE INFORMATION. ANY ALTERATION, AN MISUSE, OR RECALCULATION OF INFORMATION EN OR DATA WITHOUT THE EXPRESSED, WRITTEN AN CONSENT OF ALLEN & MAJOR ASSOCIATES, R INC. IS STRICTLY PROHIBITED. DU HY SID 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, CO AND PERENNIALS TO HAVE 2 FEET MINIMUM 13E DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL SP AROUND TREES AND SHRUBS DOES NOT MU INCLUDE.AMENDED PLANTING SOIL WITHIN TH RE TREE / SHRUB PIT FOR FULL DEPTH OF C ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND TREES. PR ALL AREAS OF LOAM AND SEED TO HAVE 6" AP MINIMUM DEPTH OF TOPSOIL TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM r%�M�& 1^ �� r^r%^^Ii ki^'rr-M AM^Ilr- p, I EXISTING TREE TO BE SAVED, - TYP. TANICAL NAME COMMON NAME WEILAND INDICATOR MUS CANADENSIS CANADA WILD RYE FACU+ STUCA RUBRA RED FESCUE FACU UUM MULTIFLORUM ANNUAL RYEGRASS UUM PERENINE PERRENIAL RYEGRASS ICUM VIRGATUM SWITCH GRASS FAC RGHASTRUM NUTANS INDIAN GRASS UPL HIZACHYRIUM SCOPARIUM LITTLE BLUESTEM FACU ROSTIS PERENNANS UPLAND BENTGRASS FACU E NEW ENGLAND EROSION CONTROL/RESTORAnON MIX FOR DRY SITES PROVIDES APPROPRIATE SELEC11ON OF NATIVE AND NATURALIZED GRASSES TO SURE THATDRY AND RECENTLY DISTURBED SITES WILL BE QUICKLY REVEGETATED D THE. SOIL SURFACE STABILIZED. IT IS AN APPROPRIATE SEED MIX FOR AD CUTS, PIPELINES. STEEPER SLOPES, AND AREAS REQUIRING QUICK COVER RING THE ECOLOGICAL RESTORATION PROCESS. THE MIX MAY BE APPLIED BY DRO—SEEDING, BY MECHANICAL SPREADER, OR ON SMALL SITES IT CAN BE READ BY HAND. LIGHTLY RAKE, OR ROLL TO ENSURE PROPER SOIL —SEED NTACT. ST RESULTS ARE OBTAINED WITH A SPRING OR LATE SUMMER SEEDING. LATE RING THROUGH MID —SUMMER SEEDING WILL BENEFIT FROM A LIGHT LCHING OF WEED —FREE STRAW TO CONSERVE MOISTURE. IF CONDITIONS ARE DRIER AN USUAL, WATERING WILL BE REQUIRED. FERTILIZATION IS NOT QUIRED UNLESS THE. SOILS ARE PAR11CULARLY INFERTILE. PREPARATION OF A EAN WEED FREE SEED BED IS NECESSARY FOR OPTIMAL RESULTS. ICE PER LB $15.00 MIN. QUANITY 5 LBS. TOTAL' $75.00 PLY; 35 LBS/ACRE :1250 SQ FT/LB GRAPHIC SCALE 20 10 20 40 so ( IN FE ET ) I inch = 20 ft. E = 10 'ARLTON M. QUINN CIVIL T PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. 3 2019-10-09 REVISED PER CITY COMMENTS 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE _I DESCRIPnON APPILICANT\OWNER: LIFE STORAGE 6467 MAIN STR WILLIAMSVILLE,- NY 14221 PROJECT. LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: 1- 2V DESIGNED BY: SAIBES CHECKED BY. CMQ PFtErARED BY: + ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering * land surveying environmental consulting * landscape architecture www.aIIenmajor.com 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA * LAKEVILLE, MA + MANCHE THIS DRAWING HAS BEEN PREPARED IN ELE ONI F CLIENT(CLIENIIS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS ER INFORMATION AN U E FO PE A APPLICATION TO THIS PROJEC17. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENrS AUTHORSHIP ON THE MAGNETIC MEDIA- PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWINGTITLE: SHEET No. LANDSCAPING PLAN L-1 01 Copyiigbt(D2019AHen & Mqj�rAssocqktas, Inc AflRightsR=rved I SEED. SEE LANDSCAPE PLAN FOR TYPE I I OFFSITE COMPACTED. SCREENED f `.. TOPSOIL GENERAL -NOTE -;. ` f;E (NO STONES 3 ABOVE °,' �.�:f; = • ' LARGER FOR DEPTHS -r '' THAN 3/8") tR `l L` ••• COMPACTED SUBGRADE SOILS. TEXTURE SAND CLASS % OF TOTAL WEIGHT 45% 65% SILT 15% - 35% CLAY 5% - 20% SIEVE %PASSING 3/8" 100 NO. 4 85-100 NO. 40 60-85 NO. 100 38-60 NO. 200 10-35 20 u m LESS THAN 5% 1. TOP 'OF LOAM (TOPSOIL) IS FINISH GRADE. 2. ALL TOPSOIL (BOTH . ONSITE AND OFFSITE SOURCES) -SHALL BE COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY: OFFSITE SOIL SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS AND SUPPORT OF VEGETATIVE GROWTH, WITH ADDITIVES, IF REQUIRED, TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC CONTENT ' BELOW. TOPSOIL SHALL BE TAKEN FROM A WELL -DRAINED, ARIABLE SITE, FREE OF SUBSOIL, . LARGE STONES, EARTH CLODS, STICKS, -STUMPS, CLAY LUMPS, ROOTS, OTHER OBJECTIONABLE, EXTRANEOUS MATTER OR DEBRIS NOR CONTAIN TOXIC SUBSTANCES. 3. THE CONTRACTOR ' SHALL PROVIDE. THE OWNER / LANDSCAPE ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMEND UMASS AMHERST SOIL TESTING LAB). FOR APPROVAL PRIOR TO OBTAINING AND PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED 'OR PLACED PRIOR TO APPROVAL BY OWNER / LANDSCAPE ARCHITECT, IT is AT CONTRACTORS RISK, AND IT -CAN BE REMOVED • AT NO ADDITIONAL COST TO THE -OWNER. IF THE PLANTING SOIL (BOTH ONSITE AND OFFSITE SOURCES) DOES NOT FALL WITHIN THE REQUIRED SIEVE ANALYSIS, TEXTURAL CLASS, ORGANIC 'CONTENT, OR PH RANGE, IT SHALL BE ADJUSTED TO MEET THE SPECIFICATIONS THROUGH THE ADDITION OF SAND, COMPOST, LIMESTONE, OR ALUMINUM SULFATE TO BRING IT WITHIN THE SPECIFIED - LIMITS AT .NO ADDITIONAL COST TO THE . OWNER. 4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND `6.5. TOPSOIL. SHALL CONTAIN BETWEEN 4% AND 8% ORGANIC MATTER OF TOTAL DRY WEIGHT AND SHALL CONFORM TO THE FOLLOWING GRADATION AND TEXTURE CLASS ABOVE. TOPSOIL FOR LAWN, TREES, SHRUBS, & PERENNIALS (2) MIN. 2" X 2" X 8' ARBOR -TIES BY DEEP ROOTS WOOD POSTS.'FOR OR "APPROVED EQUAL TREES UNDER 3" EMOVE STAKES AFTER ONE GROWING SEASON 10'-0" FOR TREES > 3" CAL. 8'0" FOR TREES 3" CAL. AND 3" BARK MULCH UNDER 4" EARTH SAUCER WITH 6" MIN. TOPSOIL, BARK MULCH NEW OR EXISTING UT & REMOVE BURLAP PLANTING MIX BACK FILL SEE 3'0" M AND WIRE BASKET ENTIRELY. NOTE 2 &3. UNDISTURBED SOIL 3 X DIA. OF ROOTBALL ROOTBALL WITH SLOPED SIDES ROOTBALL REINFORCED RUBBER HOSE x¢ 'o o TREE PIT cV p 0� �3 POSTS FOR ALL TREES 3" CALIPER & OVER 3 X DIA. ROOTBALL WITH SLOPED SIDES REMOVE ARBORKNOT AFTER ONE GROWING SEASON ARBORKNOT BY DEEP ROOTS OR. APPROVED EQUAL 3" BARK MULCH IN SAUCER - PLANT SAUCER, 4" CONTINUOUS WITH BARK MULCH r--- WARNING FLAG 18" ABOVE FINISH GRADE F FINISH GRADE /- SET ANGLE OF GUYS TO ENTER / GROUND AT UMIT OF BRANCH STEEL EYE STAKES BY DEEP ROOTS OR APPROVED EQUAL -'-- PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF 6"-8" DEPTH. SETTLE WITH THOROUGH WATERING. SEE NOTES 3&4. CUT AND REMOVE BURLAP AND WIRE BASKETS ENTIRELY. . AL 1L SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. SET SHRUB 1"-2* ABOVE FINISH GRADE. 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 10% SAND. 3. -ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. 4. SHRUB BEDS TO HAVE 24" MIN. OF CONTINUOUS PLANTING SOIL. 3" BARK MULCH- 4" EARTH SAUCER ROOT BALL CUT & ROLL DOW BURLAP 0 TOP Y3 OF ROOT BALL IF SYNTHETIC, REMOVE .ENTIRELY. 9" (MIN) ROOTBALL WITH SLOPED SIDES, SHRUB PLANTING DETAIL NOT TO SCALE REMOVE SOIL FROM STEMS TO DETERMINE WHERE ROOT AREA BEGINS -;, FINISHED GRADE 0-6- MIN. TOPSOIL, NEW OR EXISTING PLANTING MIX BACKFILL SEE NOTES #2 &3 -UNDISTURBED SOIL NOTES: 1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE AFTER. PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO DETERMINE ACTUAL ROOTBALL AREA. 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 10% SAND. 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE HOTU 1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO NURSERY OR FIELD GRADE.- ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO DETERMINE ACTUAL TOP OF ROOTBALL AREA. 2. INSTALL THREE GUYS PER TREE; EQUALLY SPACED AROUND BALL. 3. ATTACH GUYS AT 2/3 HEIGHT OF TREE: 4. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 10% SAND. 5. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. EVERGREEN TREE DETAIL NOT TO SCALE GENERAL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN ' & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 FEET MINIMUM DEPTH OF TOPSOIL TWO FEET OF TOPSOIL AROUND TREES AND SHRUBS DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / SHRUB PIT FOR FULL DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM DEPTHS OF PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO OWNER. SEE TOPSOIL DETAIL. TREE DRIPLINE E ON FENCE �� `,EDGE OF TREE TRUNK ADJUST FOR FIELD CONDITIONS NOTE: 1 • CONSTRUCTION FENCE TO BE "VISUAL BARRIER FENCE" AS MANUFACTURED BY EXXON CHEMICAL COMPANY ATLANTA, GA; "KONTROL SAFETY FENCE" AS MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE TRUNKS AND DRIPUNE. I 6' O.C. C'•) METAL POSTS i TEMPORARY .... CONSTRUCTION I M _ FENCE TEMP. CONST. FENCE / TREE PROTECTION NOT TO SCALE LANDSCAPE NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SALEM, MA. 2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE. FINAL PLACEMENT OF PLANTS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY PERMITTING AGENCIES, AND "DIG -SAFE" (1-888-344-7233) AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE OF NAY CONFUCTS IN WRITING. 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS "SEAL OR SELECTED -SPECIMEN- SHALL BE TAGGED AND SEALED BY THE LANDS CAPE AR CHITECT. ITECT. 5. ALL TREES SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE NOTED OR APPROVED BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST. QUANTITIES SHOWN ON PLANS SHALL GOVERN OVER PLANT LIST. 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABUSHED BY THE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF . NURSERYMEN. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE. 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6" OF SUITABLE LOAM & SEED LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE PROTECTED WITH AN EROSION CONTROL BLANKET. 11. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED FOR FALL PLANTING. 12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN ONE FOOT ABOVE THE ROOT CROWN. 13. ALL. PLANT BEDS AND TREE SAUCERS TO RECEIVE 3" OF PINE BARK MULCH. GROUND COVER AREAS SHALL RECEIVE 1" OF PINE BARK MULCH 14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING PATTERN TO ALLOW FOR A MINIMUM OF 7' OF CLEARANCE BETWEEN THE GROUND AND THE LOWEST BRANCH. 15. ALL TREE STAKES SHALL BE STAINED DARK BROWN.. 16. CONTRACTOR RESPONSIBLE FOR WATERING, AND RESEEDING OF BARE SPOTS UNTIL A UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. 17. ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 18" OF TOP SOIL. FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB. 18. SOIL SAMPLES, TESTS, AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. 19. ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES, SHRUB BEDS, AND PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION. DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN APPROVED IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL, TO BE DETERMINED BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION SYSTEM IS TO BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION FOR SHRUBS AND PERENNIALS, IRRIGATION SYSTEM WITH HEAD -TO -HEAD COVERAGE, A CENTRAL SHUT-OFF VALVE, AND A RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS. 20. A MINIMUM 18" WIDE BARRIER OF 1" GRAY OR TAN PEASTONE SHALL BE INSTALLED IN ALL PLANT BEDS WHICH ABUT THE BUILDINGS IF BUILDING MATERIAL IS FLAMMABLE. MULCH SHALL NOT BE NEWLY APPLIED WITHIN 18 INCHES OF ANY COMBUSTIBLE PORTION OF ANY BUILDING PER THE LATEST EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE SERVICES REGULATION (527 CMR 17.00). INSTALL 6" DEEP OF PEASTONE WITH MIRAFI WEED FABRIC BENEATH AND STEEL EDGING BETWEEN THE PEASTONE AND ADJACENT MULCH BED. LOAM AND SEEDING NOTES: CONTRACTOR SHALL SEED ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER MATERIALS, AND AT AREAS SHOWN ON THE PLAN PER SPECIFICATIONS BELOW SCIENTIFIC NAME COMMON NAME PROPORTION PERCENT PERCENT BY WEIGHT PURITY GERMINATION FESTUCA RUBRA CREEPING RED 37% 95% 90% "RUBRA" FESCUE PAO PRAENTENSIS BARON KENTUCKY 40% 85% 90% "BARON" BLUEGRASS LOLIUM PERENNE PALMER PERENNIAL 15% 95% 90% "PALMER" RYEGRASS FESTUCA RUBRA WILMA CHEWINGS 8% 95% 80% COMMUTATA WILMA 1. SEED TO BE SPREAD AT MINIMUM RATE OF 5 LBS. PER 1000 SQ. FT. 2.SEEDING TO BE COMPLETED "IN SEASON" BETWEEN APRIL 1 TO JUNE 15 OR AUGUST 15 TO OCTOBER 1, EXCEPT FOR RESEEDING OF BARE SPOTS. IF UNABLE TO SEED WITHIN THESE TIMEFRAMES, CONTRACTOR TO INSTALL EROSION CONTROL MATS ON ALL SLOPES 3:1 AND OVER, HYDROSEED ALL EXPOSED AREAS, ADD SOIL STABILIZER "FLUX TERRA HP-FGM SOIL STABILIZER" AS MANUFACTURED BY "PROFILE" TO HYDROSEED (AT RATE OF 3,000 LBS PER ACRE), AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO COMPLETE ALL ABOVE "OUT OF SEASON" REQUIREMENTS AND THEN ALSO BE RESPONSIBLE FOR RE -GRADING AND RE -SEEDING ALL DISTURBED, ERODED, OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN FALL OR SPRING AT NO ADDITIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE FOR ALL MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING: WATERING, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO OWNER. 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 SO. FT. OR AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT THE RATE OF 100 POUNDS PER 1000 SQ. FT OR AS RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FERTILIZER CONTAINING AT LEAST 50% OF THE NITROGEN OF WHICH IS DERIVED FROM NATURAL ORGANIZE SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES BY WEIGHT: NITROGEN (N) 107., PHOSPHORUS (P) 6%, POTASH (K) 4%. LIME SHALL BE AN APPROVED AGRICULTURAL UMESTONE CONTAINING NOT LESS THAN 857. OF TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% WILL PASS A 100 MESH SIEVE AND 90% WILL PASS THROUGH A 20 MESH SIEVE. 41AWN AREAS TO BE. SEEDED BY SOWING EVENLY WITH AN APPROVED MECHANICAL SEEDER AT THE RATE OF TEN POUNDS PER 1000 SQUARE FEET. 5.CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, AND RESEEDING OF LAWN BARE SPOTS UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. ,itk OF CARLTON M. QUINN a CIVIL V) .49923 0 c� P R 0 VESSI UNAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE DESCRIPTION APPUCANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS NOTED DWG. NAME: C 2570.01 DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w. a l l e n m a i o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 985-6889 FAX: (781) 985-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. LANDSCAPING PLANS L-102 GopYnBbtO2 �9AIl h ResB -a ssodfifc Inc. N i Q vi 0 0 I ^o N I C) i W j V `3 C) U i O I O N ti W CL Z rHANDICAP PARKING N/POST (SEE DETAIL) PAINTED SYMBOL (SEE DETAIL) III to 810--0" TYPICAL ACCESSIBLE HANDICAP PARKING STALL a co NOT TO SCALE V-6" . REFER TO SIGN LEGEND 2"x2"x8'-0" SQUARE STEEL • SIGN POST 2' MIN. LANDSCAPED SURFACE 5' MAX. . TOP OF CURB ROADWAY DIA. . STOP SIGN DI NOT TO SCALE NOTE: CONCRETE SHALL BE 3,000 P.S.-I. IN 28 DAYS i;qI�,ljg:.i•':z:Ff,!.�`f1 e nIF} bo`t»� •d n st, 't tI Nf1>i1i41 -,t £:, ft o< 'tt t.t ix A - >ll��t � I� t �'f ��tr°' 1,�' s•_�!� �,� Ili BIN DER COURSE ' ��,� �' "{ ; � ii� l ' ;� �� ; .'j•'kw�•�1t^y5,.}'a`-a �it£.�'S.t SYS L t� y,'��`•t` F'� 1" ,1;� • .r r DENSE GRADED CRUSHED STONE FOR BASE O GRA,V(EL BORROW C NOTES: 1. THE FOLLOWING ARE THE MINIMUM REQUIRED PAVEMENT SECTIONS PER THE PROJECT' GEOTECHNICAL ENGINEER'S RECOMENDATIONS. 2. REFERENCE IS MADE TO MATERIALS DESCRIBED BY THE MASSACHUSETTS HIGHWAY DEPARTMENT'S (MHD'S) STANDARD SPECIFICATIONS FOR .HIGHWAYS AND BRIDGES, 1995. 3. SUBGRADE SHALL BE COMPACTED TO 95% OF PROCTOR. HEAVY DUTY PAVING A = 1.5" ASPHALT CONCRETE - TOP COURSE (MHD M3:11.03, TABLE A. TOP COURSE) 2.5" ASPHALT CONCRETE - BINDER COURSE (MHD M3:11.03, TABLE A. BINDER COURSE) B = 6' DENSE GRADED CRUSHED STONE FOR BASE (MHD M2.01.7) C = 8" GRAVEL BORROW (MHD M1.03.0, TYPE • b) STANDARDDUTYPAVING A = 1.5" ASPHALT CONCRETE - TOP COURSE (MHD M3.11.03, TABLE A, TOP COURSE) 2.0" ASPHALT CONCRETE - BINDER COURSE (MHD M3.11.03, TABLE A. BINDER COURSE) B - 6" DENSE GRADED CRUSHED STONE FOR BASE (MHD M2.01.7) C 6" GRAVEL BORROW (MHD M1.03.0, TYPE b) STANDARD & HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE 1111111111110 WHITE THERMOPLASTIC U 12"x18"x.080 GA.--. RETRO REFLECTORIZED ALUMINUM SIGN INTERNATIONAL SYMBOL--,, OF ACCESSIBILITY. BORDER AND LETTERING iN WHITE ON BLUE BACKGROUND ADDITIONAL SIGN STATING, "VAN ACCESSIBLE SPACE" WHERE INDICATED ON SITE PLAN AS "VAN" 2" SQUARE SIGN POST. - FOR HANDICAP SIGNAGE .ONLY SET IN ,6" PIPE BOLLARD, PAINT YELLOW, FILL WITH GROUT NOT TO SCALE 221 1 ARROWS 2' 8.0' 1'-0" RESERVW PARKING d xi VAN 7.5" 1.5" RADIUS (OR PER ' T3'-O" LOCAL CODE) " EXPANSION JOINT-�'\,� ; ,��'X }'�, ` XYA� 4' DEEP x 18" DIA CONCRETE FOOTING` MOTES: 1. SPECIFIC CODE SHALL BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. 2. PROVIDE. (1) SIGN PER HANDICAP SPACE. SEE SITE PLAN FOR EXACT LOCATION. 3.' EXPANSION JOINT MATERIAL NOT REQUIRED WITH FLEXIBLE PAVEMENT. ADA ACCESSIBLE PARKING / TRAFFIC CONTROL SIGNAGV;1 NOT TO SCALE NOTE: TACK COAT - -PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE REQUIREMENTS OF THE STATE SPECIFICATIONS, DILUTED WITH ONE PART WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140/ASTM D997, OR AASHTO M208/ASTM D2397, SS-1 H, CSS-1, OR CSS-1 H. SAW CUT 12" MIN. NOT TO SCALE CLEAN JOINT OF ALL DEBRIS AND PROVIDE TACK COAT w•+y'F y� Nr} • .+ a i r p •!' �yit,+t, t 1 n 3'r�t xtAr " h l p :'S 3Nsa u t 3 SL Yy'.r l r •} "ti > hyi"i}i ? t��f a Jti-t t N�}F i a a ti F, y}+r �tSf t} � r .1 �.{t �,t1��1 ii ,t 1 }t�j�rl) s' Ic�+ f c yJ �-�'�-ii't'1"+•- s• F n •? �*+ t � �, it u � f : � , t } 1ty � } Ili , sit f 6 } }';,� ro G�-+t Q. 4 �'} r tt -! f��}yyzi,�� 1y2��hrr s,+Ji t 2%r i jt'�F,Mt t � t 7 { �i'I(g�� iSk'� FM 'S't'i '^t•i :!" t i .. t}( tN }Itt� y3 RrS S y;f I y �Vr�;5 (it r Si� (�}�1 �� S•tt�� F ,j� � 4 h c+ h Sr�t .fMi77 F i it+tt� . I �h �£at ylwtf . � y(t�i'�.itti� yt �I} �t'� r r Ili gt tt u+f d S z(ii t tPPc �45i J� i ,R- Ft < yi � z}S �i ugrl�Ld y♦ I S �I-' � ,+�'ihj t�i�� 31!'} !� 2t i ii''' %�Sy, a1 j� '"}' .�Fd:) ph ` riT t( 9t�ii i'�'•<i411t,� P 'iR't� +£ 1 n � t� t i#" � fl t `l „+,}.ln, 1 ittS ''Pitl�Gf F;yl.i , i; l;,yl >faF 17 i 2 ittiz itl+; t..t r is t ' YI Ft u { rri t _ p1' 1� �li7 t 41 1��rS-.IP� tt } t� v,t{xur� rJt ,'ten 11>.K, f§'+� tnyti�t j,; �tr?tirj,7taFt ihS,yq ry1 t i ut� !} ,. y tiu �Y� i ,Y ' �Sy+`, .n; C3 hn}y, �lA 1 �1 t�]fl t i It)' h u'itF r _r' �h (tt• : i,. , i t-', a,l }ttt k.•, . t p ti } l•dA V S S r. M.'..� t { +'l,.s,�£ M ' (}' � J�('i -Tt ti f• ' n I,�� St F IF) .. t �'i � -t' a c �t t ,.A �' F�i ,�•i`rn i,-y}d kt t 'i ty 8. v lit �F 1 .. t �+ " rT, t j � "i�Fi' �yay�ai wr ('3� i. �• ti+ t �S -�.4 +a -'{� c y I sx-' kp.l IsFr _ "Sy 4 �F Lt 7�1J� } F� R�i,�11,1JS F i ! •� i t; �' '}fit �N ` i�f RI+� �F.f' b �sl�i .1} f {,fyt 4 l{)_F Spy } • " t r+Ef n x�'Ir•�• i i K F } �} �`' , r zl it + : }t+ i 's tlzil, Ir��l I of{tl 'rsit : r t Y I! t 1 tt i >(i i� S L t+� �F' l ._: �5 1 1 N( I l•tj ti,y �3 " i3 ., sx t if �1t+x;1 7 - 0 2 IN, r �' Ft rr jrP uib i ,}� r J , j47 �ry+q� 'ri.6 +Att .f f..k'rSa }'tl it tt ;1 it} Sao �' �; h r r tt , .kt dt+ f • . a y'y,,� �.8:7, t w � d � t� � t ��t, Idr) � z� t tl� wr � •. t � !. ?r + i- s py r;i+id ,,y, y°J t}il�� ..c lyityy fcYk�,1{li}u� n��R+F'7tylfx�, v tyth.y{5�}t�,z;u (�S};•. .."�! }( �' y �'�' d!i di(3 n t1 bS it !'it i 3, t Jt1 i} l }f p k t c c �•� st . .114, $ .,�.ii;i4jS �Lah•�+i.. }rii;F is i�tr�f7� •tJ!it�rr•I}}r��F}:;i �,I l'4 - } ., -a t xt9trr. �:� , F(. ,. • Fi i 4r . iil� iN i�{]{y q en t <�i'il r tit ,j yy 1 i'9�N*� i3 3 'r't}Fr y s i) t yF p 't tpi s'tttR ') M'�;j+£ i� �,e- t'di ' °IF }I i• i f, i. ,{^<•' 7rF� t t, f s t f i�i I �{(Ft -,. Yt dL itl (1 1 I 1 � t o'}t i . y'I r �� : u �'] if •� t .y rf o t} �a bt' e r r' Iu_ d h li ,r tarl it lip fq+ tl �� ' Si• t.�"rw 1i w (r t� +f'� r r � t t'�{l o i{ ifi� fS ro i 1 ! s ��' � 2. , i� 4�d"t �i'". �t'�' i.P: +,r � ,� � }��r' •fit }s S ' + �3�� t �� E c t } > l y t a, t + r s 1• � '�?' r'K 1 '1%rfy+~i J i� y �; . �+' S �} {x F fi Srit i;r .q.wz; a",i�.i {dti '_ppl µ i 1 t t hy'i t '+rr d I 1 iq vtt�t1 fie. i fl iii 'Gjir itt? n i } i .F 5S' f T r t - r. -+ � 14 � 7'-0" SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. USE WHITE ON BLUE (COLOR #105090 IN FEDERAL STANDARD 5952) DOUBLE COAT. ACCESSIBLE PARKING STALL PAVEMENT MARKING NOT TO SCALE FINISH GRADE, SEE PLAN FOR MATERIALS. VERTICAL GRANITE CURB, 6" REVEAL, VA-4 2500 PSI CEMENT CONCRETE FULL LENGTH FRONT SIDE t` TOP COURSE. 6" BINDER COURSE I ' - � ° Ft t3T,� ^'74 sof c artrznres rnu nu... t rtt.: upu^.tztrn,yt,.. ., '8 s ) 'N iR' rk'us: si t1'.:'�•rrFn c xrfditYr •xds', i su. , $ it -•i'r 18" (N. ° • SC.0 .y .:...k0Ii2 1 l y.. JL iJt 1tr. 'fr• _�lr`"' 3 � � i n nss ur__ _ u rjx rr cr Nutt st. rxi uvt;•sa v.f :qu .� t. Y ,1 rri ' "1": „ t! a r +v1�v •i7W ��d`• tttii.J•'rr' k (tt�' �y'• w+ } v 6�, ~�� X (MIN) ;�` + �� 4 �� .x°��JI. ,,� , ,.�� ;>�� f �,�,. � ,, •� � �: 9}tr If' SrjFt! �Y l�rl ,+-y� Ad,i • S.t •� a a.�S 2i '�•l' PP�y�.7tU-s, ..�� .,�.F � �_ .��^ ,,.� � 'COMPACTED SUBGFZADE ORy�. • f�' • •'� < UNDISTURBED MATERIAL ✓ �///,�' 'ay, �. a fix.. 1. CURBING TO MEET AND ALIGN WITH EXISTING CURBING SMOOTHLY. VERTICAL GRANITE CURB 7 NOT TO SCALE 1" (MIN) �3/4", 610 WITH 6"x6"x #10 WIRE MESH WIDTH VARIES (SEE PLAN) SLOPE SIDEWALK 0 1.5% MAX. {TY..) 5" THICK 4,500 PSI CONCREI•E ®28 DAY STR'ENG' H x x. x _,8" AGGREGATE BASE-� #4 ® 2.0' O.C. TOOLED JOIN #4 CONT. NOSING „ CHAMFER " ' � QETAIL'' `•� ? NOTES: 1. SIDEWALK TO HAVE TOOLED JOINTS IN A 5' x 5' (TYP.) GRID WITH EXPANSION JOINTS 15' ON CENTER AND PREMOLDED FILLER. 2. TOOLED JOINT 6" FROM FACE OF CURB. 3. SEE PLAN FOR ELEVATIONS AT CURB 4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL RUNNING SLOPE TO BE 4.5% MAX, TYP. 5. THE SURFACE SHALL BE FINISHED WITH A SOFT BRISTLED PUSH BROOM ACROSS THE ENTIRE SIDEWALK WIDTH, PERPENDICULAR 'TO THE DIRECTION OF PEDESTRIAN. "PICTURE FRAME" FINISHES SHOULD LOT BE PROVIDED. MONOLITHIC CONCRETE CURB AT CONCRETE SIDEWALK ' I NOT TO SCALE Z r M. n C r- 1= rn rz rn z S .�E il r �� .A. i ( 41 STOP LINE (..._..-. t •t .r • i� . I X �b t �t t• l 2'(TYP) �---� 2'(TYP) WIDTH VARIES SEE LAYOUT PLAN "--SEE SIDEWALK TRANSITION DETAIL NOTE: Q LANE LINE STRIP: THIS IS LOCATED IN THE LINE WITH EACH LANE LINE AND HALF THE STRIP ON EACH SIDE. ') MID LINE STRIP: THIS IS LOCATED MIDWAY BETWEEN EACH NE LINE STRIP. CROSSWAK STRIPING 4 NOT TO SCALE A 19, `ft" rfA�URBA�;?iF� kQ�1y,� B1 rot %- � ;-r•-C1 �i it ; �.,�/" t i'}'r� � •'�S' .tt• ,��v .�i�'`�•� !1.;. f''r`- -, },.GR%+►N`Ul,tFf>U�3BAS,b/U}'R /`QFEP,QR� y B2 S`uB�RIAfJE�IPF.,R..� SEEECT�ONS) NOTES, 1. SURFACE COURSE, BASE, AND SUB -GRADE ARE SHOWN PER THE GEO-TECHNICAL ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDITIONS AND/OR , METHODS. 2. SUB -GRADE SHALL BE COMPACTED TO 95% OF PROCTOR. 3. COORDINATE PAVEMENT DETAIL WITH GEO-TECH & ENGINEER. STANDARD DUTY PAVING --AUTO PAR_NG A 1.5" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03. TABLE A, TOP COURSE) 1.5" ASPHALT CONCRETE -- BINDER COURSE (M3.11.03. TABLE A, BINDER COURSE) B1&B2 = 6' GRANULAR BASE/SUB-BASE COARSE - MASS HIGHWAY DEPARTMENT (MHD) M1.03.0 TYPE B GRAVEL BURROW HEAVY DUTY PAVING - TRLICK TRAFFIC AREAS A = 2.0" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A, TOP COURSE) 2.0" ASPHALT CONCRETE - BINDER COURSE (M3.11.03. TABLE A, BINDER COURSE) B1 = 6" GRANULAR BASE COURSE - MHD M2.01.07 DENSE GRADED CRUSHED STONE B2 = 10" GRANULAR SUB -BASE COURSE - MHD M1.03.0 TYPE B GRAVEL BORROW BITUMINOUS ROADWAY SECTIONS NOT TO SCALE ONE SURFACE COURSE OF 1.5" BITUMINOUS & ONE BASE COURSE OF 1.5" BITUMINOUS BASE �` wing NOTES 1. SEE PLAN FOR ELEVATIONS. BITUMINOUS CONCRETE WALKWAY NOT TO SCALE Oil CARLTON M. QUINN -� CIVIL ai 49923 A � o 1STC PROFESS AL EN EER FOR ALLEN & MAJOR ASSOCIATES, INC. 2 . 20194)9-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE DESCRIPTION APPLICANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STO RAG E REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS SHOWN DWG. NAME: C-2570-01 DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting 4 landscape architecture w w w. a l l e n m a j o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935.6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED W ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DETAILS C-501 CqPYWBht£a2019Allen c@ Igibr'Assocla[r9Inc. All RishtsReserwif .A ' 81 :fB2*.. l,att .�tlilwlv�J . NOTES: 1. SURFACE COURSE, BASE, AND SUB -GRADE ARE SHOWN PER THE GEO-TECHNICAL ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDITIONS AND/OR METHODS. 2. SUB -GRADE SHALL BE COMPACTED TO 95% OF PROCTOR.- 3. COORDINATE PAVEMENT DETAIL WITH GEO-TECH do ENGINEER. STANDARD DUTY PAVING - AUTO PARKING A 1.5' ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A. TOP - COURSE) 1.5' ASPHALT ' CONCRETE - BINDER COURSE (M3.11.03, TABLE A, ' BINDER COURSE) . B1&B2 - 6' GRANULAR BASE/SUB-BASE COARSE MASS HIGHWAY -DEPARTMENT (MHD) M1.03.0 TYPE B GRAVEL BURROW HEAVY DUTY PAVING - TRUCK *TRAFFIC 6REAS A 2.0" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A. TOP COURSE) 2.0" ASPHALT CONCRETE -' BINDER COURSE (M3.11.03, TABLE A. BINDER COURSE) 61 6" GRANULAR BASE COURSE - :MHD M2.01.07'DENSE GRADED .CRUSHED STONE 82 10" GRANULAR SUB -BASE COURSE - MHD M1.03.0 TYPE B GRAVEL BORROW BITUMINOUS ROADWAY SECTIONS NOT TO SCALE • a A. • • d 9 • ': �: .. •y I .a d '� •. ' y. 44 4 .• .�. REFER TO SITE". ITE" LAYC PLAN VIEW TYPICAL PAVEMENT NOTE: PROVIDE NON -SUP BROOM . SECTION SEE DETAIL FINISH TO. TOP SURFACE. SLOPE TOP OF SLA 1/8-/FT IN THE- DIRECTION 6x6-W2.9xW2.9 WWM OF ADJACENT PAVEMENT OR NUMBER 4 AT 18" BW GRADING. (REFER TO SITE 3" 7 RADING. PLAN) ' 4 •• a "••. �' 'q''�' °; • a ~ cV 4,000. P.S.I. (MIN. SECTION VIEW 12" OF �'4" CONCRETE CRUSHED STONE CONCRETE DUMPSTER PAD DETAIL 4 NOT TO. -SCALE 10' MAX END, CORNER AND INTERMEDIATE PANEL /'RAIL TIES SPACED END POST TOP SALVAGE / MAX 15"-APART CUPS Wall SPACED t--BRACE. TIES SPACED MAX 18" APART L NOTES: 1. AT FENCING AGAINST WALLS, ALL POSTS TO BE SET USING "SLEEVE -IT" SEE DETAIL FOR FENCE POST AT MODULAR BLOCK WALL. 2. ALL FENCE MATERIALS TO BE BLACK VINYL COATED. BLACK VINYL. COATED CHAIN UNK FENCE NOT TO SCALE STEEL BOLLARD CAP 6"0 SCH .40 STEEL PIPE FILLED WITH 3000 PSI (MIN.) CONCRETE PAINT REFLECTIVE YELLOW FINISHED GRADE " (MIN.) 4 • 3000 PSI d • ° CONCRETE BASE 4 .': J NOTES: • . .d • . -ALL EXPOSED PIPE SHALL BE PAINTED WITH CATALYZED EPDXY a• PAINT. (COLOR AS DIRECTED BY ENGINEER) ' • -A BITUMASTIC COATING SHALL BE APPLIED TO ALL (MIN.) PIPE BELOW GRADE V-6" (MIN.) FIXED PIPE BOLLARD , NOT TO SCALE SLOPE CURBING TO MATCH GUTTER 1.5% LOF 4.5% MAX SLOPE 2% MAX AT ENTRY DOORS 6AVAF CURBING PER SEE EE PLANS SLOPE CURBN PLAIN CEb TO MATCH GUTTER CONCRETE R-Z '7 COY LAAV DETECTABLE WARNING 1.5% MAX 2' MIN SURFACE TYPICAL ROAD WAY SECTION POST BASES (1 1.75"X1 1.75" CONCRETE DETECTABLE RNING PAVERS BY TILE TECH OR APPROVED UAL TEL- 213-380-5560. FEX THINSET MORTAR BED SPREAD PER NUFACTURERS RECOMMENDATIONS. CONCRETE SLAB 4" THICK; 4,500 PSI 0 28 DAY STRENGTH; WWF 6X6 X W2.9 8" COMPACTED GRAVEL BASE COMPACTED SOIL SUBGRADE TYPICAL SECTION VIEW R N INSTALL: TWO ROWS OF PAVERS. SEE PLAN FOR LOCATION. • ••�IW •w• •�• ••a •••••• �•• •••a •.•••• a•••••a • • • F • • a •••••• _ • _ • _ • rp 0 0 _ • _ • _ 01. TYPICAL PLAN VIEW NOTES: 1. CONCRETE SLAB SHALL BE SLOPED 1.5% CROSS PITCH MAX TO PROVIDE COMPLETE SURFACE DRAINAGE. SEE GRADING PLAN & HANDICAP CURB CUT / CURB TRANSISTION DETAIL. 2. SLAB TO HAVE STEEL TROWEL AND FINE BROOM FINISH. DO NOT. USE CURING COMPOUNDS. CONTRACTOR TO ADD EXPANSION JOINTS AND PREMOLDED FILLER AT EDGE OF TILES AND ADJACENT MATERIAL. 3. SET TILES FLUSH WITH ADJACENT MATERIALS. 4. SUBMIT SHOP DRAWINGS OF TILES AND SAMPLE FOR APPROVAL OF COLOR TO OWNER / ARCH. 5. INSTALL DETECTABLE WARNING PAVERS PER MANUFACTURER'S RECOMMENDATIONS. DETECTABLE WARNING PAVERS NOT TO SCALE TILE TECH OR APPROVED EQUAL, 2" THICK DETECTABLE WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING SURFACES. 2" X 11.75" X 11.75" CONCRETE PAVER. SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL OF COLOR. SET FLUSH WITH ADJACENT CONCRETE. SEE DETECTABLE WARNING PAVERS DETAIL. 4.5% MAX SLOPE 1.SLOPE 5% MAX 7.5% M ' SLOPE ALL SLOPE MAX DIRECTIONS SLOPE �. 24"' 1.5% MAX - SLOPE .],`. ,,. ,: _ 6" .:MAX CURBING PER SLOPE PLANS F y4 6„ k� �� 3 ,, 7.5% MAX CURBING PER SEE PLAN VARIES `` PLANS SLOPE 3.3' MIN. SEE PLAN 1 THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 2. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF SURFACE AND FOUNDATION. 3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. `-6" CONCRETE 4. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP UNE. " FIELD IF EXISTING APPURTENANCES OR 8 GRAVEL BORROW 5: THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE SECTION VIEW CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. CONSULT CIVIL ENGINEER PRIOR TO MAKING ANY MODIFICATIONS. HANDICAP CURB CUT & CURB TRANSITION �1 NOT TO SCALE `? j L 12" R c JEAT FINISH 4000 PSI 1/2"-565 CONCRETE FOR CORNER, END LINE AND PULL POSTS FOR GATE POSTS FENCE HEIGHT MIN. H 5' OR LESS 2'-6" OVER 5' 3'-0" 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. USE SANDBAGS, HAYBALES, OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREp'1R Jtf-I TUN A ' '" "` ' ^"""' HAYBALE OR SAND BAGS, OR CONTINUOUS BERM OF SPILLWAY EQUIVALENT HEIGHT WATER SUPPLY TO WASH 1 4 WHEELS (IF NECESSARY) I FLOW 0 ` 20'R A Q A 2"-3" COURSE AGGREGATE f w MIN OF 6" THICK IVERSION RIDGE PLAN TEMPORARY CONSTRUCTION NOT TO SCALE CARLTON M. U NN IL N 923 'PF SS C � PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE DESCRIPTION APPUCANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT' LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALE M, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS SHOWN DWG. NAME: C-257001 DESIGNED BY: SJL/BES CHECKED BY. CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES,' INC. civil & structural engineering ♦ land surveying environruental consulting ♦ landscape architecture w w w. a 1 1 e n m a j o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935.2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CUENT/CUENrS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DETAILS C-502 Cop)Wgbt02019A11en &Major Associates, Inc. AlIftbisResm,ed 0 Ci O AI O I 0 N I v W V Q5 O C3 O I O t\ N W O FABRIC SHALL BE INSTALLED VERTICALLY DOWNSLOPE � 14" (MIN) OVERLAP W W 1 S .1.. -i.^ ,i- W W W W Y W W W W W W W •Y W W 71— 12" } 6" V0 I -�-A A I STAPLE DETAILS 4' TAMP SOIL L' OVER FABRIC *' K 12" ISOMETRIC VIEW BERM NOTE: 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. FABRIC SHALL HAVE GOOD SOIL CONTACT. 2. APPLY PERMANENT SEEDING BEFORE PLACING FABRIC. 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. 4. CHOOSE MATERIAL BASED ON SLOPE, SOILS, AND APPLICATION. EROSION CONTROL FABRIC NOT TO SCALE i EROSION CONTROL BARRIER INSTALLED DOWN SLOPE OF ECB PROPOSED STOCKPILE AREA �G0 FC6 I I PROPOSED. STOCKPILE AREA PROVIDE DRAIN SWALE TO --- DIRECT WATER AWAY FROM NOTES: PROPOSED STOCKPILE AREA 1. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS THAN 90 DAYS SHALL BE COVERED WITH STRAW AND MULCH (AT 100LBS/1,000 SF), OR WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. 2. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR 90 DAYS OR MORE SHALL BE SEEDED WITH WINTER RYE (FOR FALL SEEDING AT 1 LB/1,000 SF) OR OATS (FOR SUMMER SEEDING AT 2LB/1,000 SF) AND THEN COVERED WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. STOCKPILE PROTECTION S NOT TO SCALE REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO ASTM C478 (SEE TYP. PRECAST CONC. SEWER MANHOLE) SHELF TO BE BRICK - HEADERS LAID FLAT TOP OF SHELF TO BE 1" ABOVE CROWN OF HIGHEST PIPE INVERT BRICKS - SHALL BE LAID ON EDGE TREE DRIPLINE METAL STAKE I : �-- CONSTRUCTION FENCE / EDGE OF TREE TRUNK NOTE: 1 • CONSTRUCTION FENCE TO BE "VISUAL BARRIER FENCE" AS MANUFACTURED BY EXXON CHEMICAL COMPANY ATLANTA, GA; "KONTROL SAFETY FENCE" AS MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND PERIMETER TO CONFORM TO MINIMUM DIMENSIONS- FOR TREE TRUNKS AND DRIPLINE. 6' O.C. METAL POSTS TEMPORARY M • CONSTRUCTION :T`� EFENCE Jmm4 ,. ' TEMP. CONST. FENCE TREE PROTECTION 2 NOT M SCALE 2" X 2" X 36" WOODEN STAKES — DO NOT PIERCE TUBULAR BARRIER (NOT REQUIRED IF IN PAVEMENT) SECTION CeT:7c�1� 1" REBAR FOR LIFTING AND REMOVAL ,,—DUMP STRAP (2) TSACK CATCH BASIN STRUCTURE NOTE: 1. INSTALL SILTSACK PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EMPTY OR REMOVE SEDIMENT FROM SILTSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE, AND REPLACE AS NEEDED. 2. SILT SACKS TO BE INSTALLED DURING CONSTRUCTION OPERATIONS WHEN THE POTENTIAL FOR SEDIMENT TO ENTER EXISTING & PROPOSED BASINS EXISTS. VLET DETAIL NOT TO SCALE 12" MIN. DIAMETER TUBULAR SEDIMENT CONTROL (MESH TUBE WITH NATURAL FILTER MEDIA) BY FILTREXX OR APPROVED EQUAL. NOTES: 1. ALL MATERIALS TO MEET MANUFACTURERS SPECIFICATIONS. 2. INSTALL WOODEN STAKES IN A CRISS-CROSS PATTERN EVERY 8' ON CENTER. 2. OVERLAP TUBULAR BARRIER SEGMENTS A MINIMUM OF 12". 3. THE CONTRACTOR SHALL MAINTAIN THE TUBULAR BARRIERS IN A FUNCTIONAL CONDITION AT ALL TIMES. THE CONTROLS SHALL BE ROUTINELY INSPECTED BY THE CONTRACTOR. 4. WHERE THE TUBULAR BARRIERS REQUIRE REPAIR OR SEDIMENT REMOVAL, IT WILL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL COST. 5. AT A MINIMUM, THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE WHEN THEY REACH 1/3 THE EXPOSED HEIGHT OF THE BARRIER. COVER TO BE LETTERED "SEWER" (3" HIGH) 24" 0 MANHOLE FRAME & COVER TO BE LEBARON TYPE LK 110, SHELF AT PIPE DIA. ADJUST TO GRADE WITH 2 H-20 LOADING COURSES (MIN) BRICK & ADJUST TO GRADE WITH BRICK MORTAR SET IN FULL MORTAR BED OR :' PRECAST CONCRETE RINGS MAX. 24"0 12" ADJUSTMENT CONCENTRIC 8" CONCRETE OR BRICK NOTES: 1. INVERT AND SHELF TO BE PLACED AFTER LEAKAGE TEST. 2. MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, CONSTRUCTED TO CONFORM TO THE SIZE OF PIPE AND FLOW. AT CHANGES IN DIRECTION, THE INVERTS SHALL BE LAID OUT IN CURVES OF THE LONGEST RADIUS POSSIBLE TANGENT TO THE CENTER LINE OF THE HIGHEST PIPE CROWN AND SLOPE TO DRAIN TOWARD THE FLOWING THROUGH CHANNEL. UNDERLAYMENT OF INVERT AND SHELF SHALL CONSIST OF CEMENT CONCRETE OR BRICK IN MORTAR. TUBULAR SEDIMENT BARRIER NOT TO SCALE SECTION ; 36"-48" PAINT WITH 2 COATS 48" 0 OF BITUPLASTIC No. Z 28 BY KOPPERS CO. 5 R ER SECTIONS PIPE () In STEPS C BRICK INVERT 12" O.C. & CHANNEL AT PIPE DIAMTER ASE SECTION SEWER PIPE PIPE ------ 6" PRECAST CONCRETE �• • EXTENDED BASE Q '°A•" CRUSHED STONE FOUNDATION PARTIALLY r•• o �•ap r° °r WRAPPED MIRAFI 140N FILTER FABRIC. TUCK FABRIC 12" MIN. UNDER EDGE OF MANHOLE. NOTE: THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE SPACE, STRENGTH AND LEAK PROOF QUALITIES CONSIDERED NECESSARY FOR THE INTENDED SERVICE SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE DRAWING. MANHOLES MAY BE AN ASSEMBLY OR PRECAST SECTIONS, WITH OR WITHOUT STEEL REINFORCEMENT, WITH ADEQUATE JOINTING OR CONCRETE CAST MONOLITHICALLY IN PLACE WITH OR WITHOUT REINFORCEMENT. IN ANY APPROVED MANHOLE, THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND LOADS OF 8 TONS (H-20 LOADING) WITHOUT FAILURE AND PREVENT LEAKAGE IN EXCESS OF ONE GALLON PER DAY PER VERTICAL FOOT OF MANHOLE. PRECAST CONCRETE SEWER MANHOLE NOT TO SCALE STRAW BALE WEDGE LOOSE STRAW (n'p•) AREA TO BE BETWEEN STRAW BALES TO DISTURBED CREATE A CONTINUOUS SILT FENCE BARRIER 0 o a o AREA TO REMAIN UNDISTURBT) VTWO 2" WOODEN STAKES PER PLAN MEW STRAW BALE AREA TO BE DISTURBED STRAW BALES TO BE SET INA4" DEEP TRENCH FILTER —� FABRIC STRAW BALE 1 1/2" SQUARE WOOD POST 10' ON CENTER WRAP ATTACHMENT CORD AROUND TWICE 2"X2"X4' WOOD STAKE AREA TO REMAIN UNDISTURBED BURY FABRIC 6"f BELOW GRADE SECTION NOTE: DEPTH TO BE 2' UNLESS POST IS TO BE SET IN PEAT THEN 3' OR DEPTH POSSIBLE BY PUSHING BY HAND SHALL BE REQUIRED. RUBBER —LIKE GASKET ROLLS OUT OF RECESS ASPHALT IMPREGNATE POLYURETHANE GASKET list X 2„ POLYTITE (OR EQUAL) NOT TO SCALE APPROVED PERFORMED BITUMASTIC SEALANT ROLL—N—LOK BITUMASTIC (OR EQUAL) RUBBER —LIKE 0—RING SET IN RECESS 0—RING NOTES: 1. HORIZONTAL JOINTS BETWEEN SECTIONS OF PRECAST CONCRETE BARRELS SHALL BE OF A TYPE APPROVED BY THE ENGINEER, WHICH TYPE SHALL, IN GENERAL, DEPEND FOR WATER TIGHTNESS UPON AN ELASTOMERIC OR MASTIC —LIKE GASKET. 2. ALL GASKETS AND SEALANTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE SUFFICIENT TO FILL AT LEAST 75% OF THE JOINT CAVITY. INSIDE FACE OF MANHOLE FILL WITH MORTAR SEWER MANHOLE JOINTING METHODS NOT TO SCALE INSIDE FACE OF MANHOLE FILL WITH MORTAR STAINLESS STEEL STRAP :• RUBBER —LIKE L FLEXIBLE SLEEVE LOCK —JOINT FLEXIBLE MANHOLE SLEEVE (OR APPROVED EQUAL) ANODIZED ALUMINUM INTERNAL CLAMP PIPE STAINLESS • STEEL CLAMP RUBBER —LIKE KOR—N—SEAL BOOT KOR—N—SEAL JOINT SLEEVE (OR APPROVED EQUAL) NOTES: 1. PIPE TO MANHOLE JOINTS SHALL BE ONLY AS APPROVED BY THE ENGINEER AND IN GENERAL, WILL DEPEND FOR WATER TIGHTNESS UPON ELASTOMETRIC SEALANT 2. NON —SHRINKING MORTAR SHALL ONLY BE USED WHERE SPECIFICALLY APPROVED BY THE ENGINEER. PIPE CONNECTIONS TO SEWER MANHOLE NOT TO SCALE OF CARLTON M. QUINN CIVIL v► No.49923 �FG/ST6��`O� / PROFESSI ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. 4 2019-10-30 REVISED PER CITY COMMENTS 3 2019-10-09 REVISED PER CITY COMMENTS 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE DESCRIPTION APPLICANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS SHOWN DWG. NAME: C 2570-01 DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w. a l l e n m a j o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DETAILS C-503 Copy7ightQ2019 Allen & Major Associates, Inc. A11 Rigbts Reserved PROPOSED PVC SEWER 10'-0" (MIN) PROPOSED GRADE .° 4- a' PVC ADAPTER PIPE PER MASS. WITH FLEXIBLE JOINT BUILDING CODE BUILDING SEWER SERVICE NOT TO SCALE COVER TO BE LETTERED "WATER" IN LETTERS THAT ARE 1" TALL WITH CL 2 NOTCH OPENINGS FINISHED GRADE Uj EXTENSION STEM FLANGE WHEN TOP OF Or.. OPERATING NUT ADJUSTABLE VALVE BOX z IS 4 Y2' OR MORE (8 MIN. 1. D.) AS BELOW GRADE MANUFACTURED BY LEBARON FOUNDRY OR v 2" OPERATING APPROVED SUBSTITUTE Uj NU TO MECHANICAL JOINT o OPENNPER I ENDS WITH RETAINER MUNICIPAL GLANDS STANDARDS b CONCRETE,_�. AGAINST BOTTOM OF FLANGE SHALL UNDISTURBED . NOT BEAR ANY PART OF MATERIAL THE VALVE ASSEMBLY NOTE: 1.) CONTRACTOR MAY USE ANCHOR TEES AT HIS OPTION. 2.) HYDRANTS AND VALVES TO OPERATE PER MUNICIPAL STANDARDS GATE VALVE NOT TO SCALE NOTES: SECTION UNDER ROAI 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE) GRAVITY PIPE (SEWER & DRAIN) - SEE PLAN OR PROFILE PRESSURE PIPE UNDER PAVING - 4' ROADWAY OR SIDI PRESSURE PIPE BENEATH UNPAVED - 3' (NOTE 5) WATER PIPE - 5' 2. WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 TO 95% STANDARD PROCTOR. AASHTO T-99. ALL FILL PLACED PAVEMENT BASE BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. COURSE 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE FLOWABLE FILL. VERIFY WITH MUNICIPAL ENGINEER. COMMON FILL AND 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUBGRADE LEVEL FOR ON -SITE FILL MATERIAL NEW UTILITIES, THE FILL SHOULD BE OVER -EXCAVATE, THE GEOTECHNICALLY SUBGRADE SHOULD BE RE -COMPACTED, AND BACKFILL CONSISTING SUITABLE FOR REUSE OF PIPE BEDDING MATERIAL, CRUSHED STONE OR OTHER SUITABLE ON -SITE AS BACKFILL GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT DEPTH TO CREATE A FIRM AND STABLE SUBGRADE (TYPICALLY 12 TO 18 3/4" CRUSHED STONE INCHES OVER -EXCAVATION). BEDDING USED FOR RCP, HDPE, PVC AND DI PIPES. 5. REFER TO PAVING, CURBS, WALKS AND DRIVEWAY DETAILS. OTHER MATERIALS PER MANUFACTURER 6. REFER TO LANDSCAPING DETAILS. RECOMMENDATIONS rn Trn r. nn� n� STRUCTURE WALL v d D OUTLET PIPE NOTE: POSITION HOOD SO THAT BOTTOM FLANGE OF SNOUT IS 1 /2 THE PIPE DIAMETER BELOW THE BOTTOM OF THE PIPE FOR PIPES >12" ID. FOR PIPES < v 10" ID PLACE SNOUT 6" (MIN.) BELOW BOTTOM OF PIPE. d a n i -SIPHON DEVICE /-PVC ADAPTER ASSEMBLY FOR ANTI -SIPHON VENT (ADAPTER, NUT, AND 2 GASKETS) ,-ACCESS PORT --SEE ANCHOR BOLT DETAIL 1/2 D (SEE NOTE) GASKET DETAIL I/A FILTER FABRIC (SEE TABLE) UTILITY TRENCH DETAIL NOT TO SCALE DRILLED HOLE i LEAD STAINLESS SHIELD BOLT EXPANSION CONE (NARROW END OUT) ANCHOR BOLT DETAIL UTILITY IDENTIFICATION TAPE LANDSCAPING (NOTE 6) "--UNDISTURBED MATERIAL MINIMUM BURIAL DEPTH - SEE NOTE 1 (FINISH GRADE TO TOP OF PIPE) 6" MIN. IN EARTH 12" MIN. IN ROCK IPE DIAMETER SNOUT - FLANGE SNOUT OIL & DEBRIS NOT TO SCALE FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) STRUCTURE WALL v d D OUTLET PIPE NOTE: POSITION HOOD SO THAT BOTTOM FLANGE OF SNOUT IS 1 /2 THE PIPE DIAMETER BELOW THE BOTTOM OF THE PIPE FOR PIPES >12" ID. FOR PIPES < v 10" ID PLACE SNOUT 6" (MIN.) BELOW BOTTOM OF PIPE. d a n i -SIPHON DEVICE /-PVC ADAPTER ASSEMBLY FOR ANTI -SIPHON VENT (ADAPTER, NUT, AND 2 GASKETS) ,-ACCESS PORT --SEE ANCHOR BOLT DETAIL 1/2 D (SEE NOTE) GASKET DETAIL I/A FILTER FABRIC (SEE TABLE) UTILITY TRENCH DETAIL NOT TO SCALE DRILLED HOLE i LEAD STAINLESS SHIELD BOLT EXPANSION CONE (NARROW END OUT) ANCHOR BOLT DETAIL UTILITY IDENTIFICATION TAPE LANDSCAPING (NOTE 6) "--UNDISTURBED MATERIAL MINIMUM BURIAL DEPTH - SEE NOTE 1 (FINISH GRADE TO TOP OF PIPE) 6" MIN. IN EARTH 12" MIN. IN ROCK IPE DIAMETER SNOUT - FLANGE SNOUT OIL & DEBRIS NOT TO SCALE FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) ATER MAIN BENDS, TEES, f TC. SHALL BE J�O� ED W/ THRUST�EXCEPT WHERE NOTED. 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTURBED EARTH. o 3. SIZE OF CONCRETE w THRUST BLOCKS SHALL BE AS NOTED BELOW. ow 4. MINIMUM N COMPRESSIVE STRENGTH z o OF THRUST BLOCK cn CONCRETE SHALL BE 3,000 P.S.I. 5. KEEP CONCRETE CLEAR OF MECHANICAL JOINTS. 6. THE BELOW PREDICATED ON A WATER PRESSURE OF 225 PSI AND A SOIL RESISTANCE OF 2000 PSF (TILL). FOR OTHER SOILS THE VALUES IN THE ABOVE TABLE SHALL BE MULTIPLIED BY: 5) CONCRETE 20_ " I ," BLOCK CONCRETE THRUST c !� WATER MAIN BLOCK r #, a f: �. O BEND ANGLE` VARIES ►NCRETE OCK AG ROCK UG E PLAN FILL CONCRETE THRUST BLOCK O BACK FILL ELEVATION MINIMUM THRUST BLOCK BEARING AREAS 90 45' 22.5' TEES, PLUGS, PIPE BEND BEND BEND CAPS & HYD. 0 (SQ. FT.) (SQ. FT.) (SQ. FT.) (SQ.FT.) 6" 5 3 3 4 8" 9 6 3 9 10" 13 7 4 12 12" 20 10 5 16 NOT TO SCALE COVER TO BE LETTERED 24" DIA. MANHOLE, NEENAH "DRAIN" (3" HIGH) ::PFN FRAME do COVER R-1556, 4" OR APPROVED EQUAL IN. 8" ADJUST TO GRADE WITH w - 0 BRICK SET IN FULL MORTAR z z BED OR PRECAST v w w CONCRETE RINGS MAX 12" w N 48" DIA ADJUSTMENT (MIN) n 5.. ...... ..... ..... ..... ...... ...... .... .. ...... .. " REINFORCED CONCRETE tr z o ALUMINUM MANHOLE SECTIONS vWi ER STEPS ® CONFORMING TO ASTM 0 12" O.C. C478. STEEL REBAR PER cwn ASTM A 185 NON —SHRINK _ �3"� MORTAR FILL MORTAR JOINT (TYP.) AROUND PIPE Az' MIN. E 0.10' mt) INVERT IN MIN. F DRAIN PIPE 6" PRECAST Cn INVER OUT (DIAMETER CONCRETE VARIES) EXTENDED BASE <a OUTSIDE C14 4" CRUSHED STONE DIAMETER PLUS 2 INCHES NOTE: 1. THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED SERVICE. SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE DRAWING. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND (H-20 LOADING) WITHOUT FAILURE. VERTICAL FOOT OF MANHOLE. 2. ALL PIPE CONNECTIONS TO MANHOLES REQUIRE RUBBER BOOTS. PRECAST DRAIN MANHOLE NOT TO SCALE BRICK LEVELING COURSE AS FRAME & GRATE LEBARON REQUIRED FOR GRADE ADJUSTMENTS CATALOG #LF248-2(3 FLANGE) (2 BRICK MIN 5 BRICK MAX) OR APPROVED EQUAL FRAME TO BE SET IN FULL MORTAR BED TOP SLAB STEEL �: A % 2'f 1 "' . ;,.=.,SEAL ------% ALL BRICKWORK REINFORCE TO MEET OR • a o EXCEED H-20 LOADING 4: PROVIDE "V" OPENINGS WEEP HOLE OUTSIDE PIPE Zz BUTYL RUBBER s• DIAMETER PLUS GASKET 2" CLEARANCE ilO 1 " CLEAR CL SNOUNT OIL & Z) DEBRIS SEPERATOR *HEIGHT OF HOOD RISER SECTIONS MAY VARY FROM 4'f 1 " 5" MIN 12" TO 48" 6" PRECAST ' CONCRETE ' EXTENDED BASE ICRUSHED IN M2.01.4 STONE MIN 10 SQ. IN STEEL PERJ VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M-199 CATCH BASIN NOT TO SCALE �w -z J Li 18" (OR PE I� MUNICIPAL STANDARDS Iw t� FINISHED GRADE N N CURB DETECTABLE TRACER TAPE z M CURB BOX 1' MIN. 0 . _E i) SERVICE PIPE SIZE VARIES �- 2 C.F.- 3/4" GOOSENECK CRUSHED STONE 6p. --TO STRUCTURE CORPORATION CURB STOP (OPEN STOP PER MUNICIPAL r STANDARDS) WATER MAI N DISTANCE VARIES NOTE: WATER SERVICES LARGER THAN 1" ARE TO BE RESTRAINED TO WATER MAIN W/ APPROVED SADDLE. TYPICAL WATER SERVICE CONNECTION NOT TO SCALE A 6"HDPE UNDERDRAIN WEIR INLET PIPE FROM DETENTION BASIN #2 18"HDPE INLET FROM DETENTION BASIN #2 24"HDPE OUTLET PIPE TO DMH 10 24"HDPE INLET 6"HDPE UNDERDRAIN FROM DETENTION INLET PIPE FROM BASIN #1 DETENTION BASIN # 1 A RIM CREST ELEV. 114.55' A BROAD CRESTED RECTANGULAR WEIR CREST ELEV. 111.00' 6" 0 ORIFICE, INV.=109.00' 24" HDPE 4" 0 ORIFICE, OUTLET INV.=107.30' INV.=107.30' ._ 6" PRECAST CONCRETE EXTENDED ��"<�� ;��"".".� BASE � T � . T 12" OF 3/4" STONE ELEVATION A -A 6' DIA 6" A A ' 18"HDPE INLET 24"HDPE OUTLET WEIR FROM DETENTION PIPE TO DMH10 BASIN #2 I 6 INV.=108.05' 3 I 6" PRECAST INV.=107.30' ��` ,r CONCRETE EXTENDED . � BASE ELEVATION B-B 12" OF 3/4" STONE NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT PER ASTM C1227-93. 3. TONGUE & GROOVE JOINT SEALED WITH BUTYLE RESIN OR MASTIC. 4. WALLS ARE TO BE 6" THICK & BOTTOM TO BE 8" THICK. 5. PROVIDE 4' SUMP OUTLET CONTROL STRUCTURE # I O NOT TO SCALE CARLTON M. QUINN CIVIL to No.49923 o STE�� PROFESSIONAL EN R FOR ALLEN & MAJOR ASSOCIATES, INC. 4 2019-10-30 REVISED PER CITY COMMENTS 3 2019-10-09 REVISED PER CITY COMMENTS 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT REV DATE I DESCRIPTION APPLICANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS SHOWN DWG. NAME: C-2570-01 DESIGNED BY: SJL/BES CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w. a l l e n m a j o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DETAILS C-504 Copyright©2019 Allen &MajorAssociates, Inc. All Right, Reserved aA .; CENTER OF CDS FIBERGLAS STRUCTURE, SCREEN SEPARATION AND SUMP OPENING CYLINDER AND INLET a e •. i PVC HYDRAULIC ' SHEAR PLATE +/-135" / -- MAX. TOP SLAB ACCESS 4, (SEE FRAME AND a COVER DETAIL) 48" [1219] I.D. MANHOLE +��,STRUCTURE /-65' MAX. PLAN VIEW CONTRACTOR T GROUT TO FINISHED GRADE GRADE RINGS/RISERS- N d e FIBERGLASS—.,' . SEPARATION CYLINDER AND I ' INLET INLET PIPE;. I , (MULTIPLE INLET I o UTLET PIPE PIPES MAY BE I • ACCOMMODATED)4' 'dv-cq a. A 4 � n OIL BAFFLE SKIRT N ° PERMANENT POOL f ELEVATION :L .p f-- 1 9" • [5 3] o 0 SEPARATION I „ SCREEN g' : I N . PRECAST CONCRETE PVC HYDRAULIC "" EXTENDED BASE SHEAR PLATE • , . x • e SOLIDS STORAGE SUMP FRAME AND COVER )S2015.4 DETAIL NOT TO SCALE w_ ° ° p 4 ° v WATER MAIN a (DIAMETER VARIES) ° d °. ° . °Ld ° b N 8' (MINIMUM) NOTES: WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET BETWEEN A SEWER MAIN AND A WATER MAIN: 1. THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE DIFFERENCE IN ELEVATION BETWEEN THE WATER MAIN AND THE SEWER MAIN SHALL BE AT LEAST 18 INCHES. 2. THE PIPE CROSSING SHALL OCCUR AS CLOSE TO 90' AS PRACTICABLE. 3. THE PIPE JOINTS SHALL BE STAGGERED TO PROVIDE THE MAXIMUM SEPARATION FROM THE POINT OF CROSSING: 4. THE CROSSING SHALL BE ENCASED IN CONCRETE FOR THE ENTIRE WIDTH OF THE TRENCH AND FOR A DISTANCE OF 8 LINEAR FEET CENTERED ON THE CROSSING. SEWER / WATER CROSSING DETAIL %1 NOT TO SCALE SINGLE OR DOUBLE LUMINAIRE FIXTURE (AS PER PLAN) FIXTURE ANCHOR BOLTS FURNISHED BY HEIGHT AS PER THE ELECTRICAL SUB—CONTR. & PLAN INSTALLED BY GENERAL CONTR. 1" CHAMFER AROUND BASE BITUMINOUS PAVING FINISHED GRADE co rn 0 0-1 Ipliilpll; o z-0o ;�pl�ipll•: 8—#6 BARS En z o� ',, 3" MIN. z — CONDUITS IN BASE TO BE R.G.S. CONDUITS BY ELECTRICAL SUB —CONTRACTOR. PROVIDE WARNING TAPE OVER CONDUITS #3 TIES ® 12" O.C. 2-0" TOP TO BOTTOM (TYP.) FLUSH LIGHT POLE BASE DETAIL (LANDSCAPE) i1 NOT TO SCALE 1 /4" SAWCUT PATTERN AS INDICATED ON DRAWINGS FINISHED GRADE & SURFACE CONDITION AS AS SHOWN ON DWGS CONCRETE PAVEMENT _l REFER TO CONCRETE — SIDEWALK DETAIL ?0 o�0000(_)0(:)° 00( ) � 0 CP ca� aC 0C .P 0 0 ,- c(�P S co)�bc o - G CP C RDC'q � PC� )000o00(_ (-'0G0g0g00 3 oc cPc - ?cW1ogPoRPoc6R3 ( TYPICAL CONCRETE SAWCUT JOINT CONTROL NOT TO SCALE DRAIN PER PLANS PROPOSED PVC DRAIN ® 1 /8" PER FOOT MIN. PVC PLUG MAY BE SUBSTITUTED IN LANDSCAPING AREAS IF APPROVED BY ENGINEER. 10'-0" MIN. LeBARON CAST IRON DRAIN CLEANOUT RING COVER. COVER TO BE CAST WITH THE WORD "DRAIN" AND HAVE FLAT DIAMOND SURFACE. PROPOSED GRADE � PVC ADAPTER WITH ¢- o: ,-. 6" PVC FLEXIBLE JOINT (FERNCO > CLEANOUT OR APPROVED EQUAL). Z° 0 Q RISER STACK ALL METAL FASTENERS Q TO BE STAINLESS STEEL. o , IL PIPE PER MASS. BLDG. �� v & PLUMBING CODE `.u- oI z (PIPE MAY PENETRATE g FOUNDATION WALL OR z e. 6" PVC CONNECT TO EXTERIOR , o 45' BEND DOWN SPOUT) /4" CRUSHED.. . --FLOW r: 10"x10"x6"WYE SDR-35 PVC ° ' USHD` 10 DIA. MIN.. 'Sfi6 ROOF LEADER �1 NOT TO SCALE OUTLET PIPE TO OUTLET CONTROL STRUCTURE. SEE PLANS FOR INVERT AND SIZE 6"HDPE SOLID PIPE TO OUTLET CONTROL STRUCTURE. SEE PLANS FOR INVERT. PIPE LENGTH: DETENTION SYSTEM #1 — 200' DETENTION SYSTEM #2 — 40' — ----------- I 12" f 9 f I � 36"HDPE PERFORATED PIPE. 42" OUTSIDE DIAMETER. INLET PIPE. SEE PLANS FOR INVERT AND SIZE I 10 ,I L— — — — — — — — — — — — — — OL--— — — — — — — — — — _1 6"HDPE PERFORATED UNDERDRAIN WRAP SYSTEM IN AASHTO M288 CLASS 2 NON —WOVEN GEOTEXTILE FABRIC AND PVC IMPERMEABLE LINER SEE PAVEMENT DETAIL PAVEMENT SUBGRADE. SEE - PAVEMENT DETAIL 12" STONE COVER CLEAN ANGULAR STONE SURROUNDING PIPES J"-2" STONE 6" CLEAN ANGULAR STONE BED WRAP SYSTEM IN AASHTO M288 CLASS 2 NON —WOVEN GEOTEXTILE FABRIC AND PVC IMPERMEABLE LINER EXISTING UNDISTURBED MATERIAL OPTION #1: (4) or (5) MIN. 12" AUGURED HOLES, RE -BAR, AND A 10" TO 12" TOP PAD #5 REBAR ARRANGEMENT I 60" 1 84" -- " 10" to 12" TOP I 1 I " I PAD THICKNESS BELOW i LOCAL~ri FROST DEPTH " (3- MIN.) u i a�aa�aa � NN u I I II I N I I I N 1 ! 012" TYP. OPTION: CENTER COLUMN NOTES: 1) ALL PAD DEPTHS SHOULD BE BELOW LOCAL FROST DEPTH 2) TOP OF PAD MUST BE FLAT AND LEVEL 3) USE REBAR THAT CONFORMS WITH LOCAL CODES OR JOB SPECS. PROPOSED LAYOUT 36"0 PERFORATED N-12 ADS 20—FOOT PIPE LENGTHS W/ END CAPS 6"0 PERFORATED HDPE UNDERDRAIN 12" COVER STONE, 6" BASE STONE PROPOSED ELEVATIONS GRADE:FINISHED • •- OF • • •. OF PIPE: 111.15 BOTTOM OF -108.15 BOTTOM OF UNDERDRAIN: 107.40 BOTTOM OF STONE: 107.40 MINIMUM FINISHED ELEVATION=114.50'f TOP OF STONE=112.40' OUTSIDE TOP OF PIPE=111.40' 36"0 INSIDE DIA. PERFORATED HDPE PIPE 42"0 OUTSIDE DIA. OUTSIDE BOTTOM OF PIPE=107.90' BOTTOM OF STONE=107.40' 6"HDPE PERFORATED UNDERDRAIN I NV=107.40' TYPICAL DETENTION SYSTEM CROSS SECTION BELOW LOCAL FROST DEPTH (3- MIN.) I NOT TO SCALE 7 OPTION #2: FULL CONCRETE PAD WITH RE -BAR WHERE APPLICABLE PER GOVERNING CODE OR STANDARD. AUTOGATE OPERATOR PAD LAYOUT NOT TO SCALE 10.30. (q OF CARLTON M. N QUINN CIVIL to No.49923 /PF ST£��O PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. 4 2019-10-30 REVISED PER CITY COMMENTS 3 2019-10-09 REVISED PER CITY COMMENTS 2 2019-09-12 REVISED PER CITY COMMENTS 1 2019-Ml6 ISSUED FOR DOT ACCESS PERMIT REV DATE DESCRIPTION APPLICANT\OWNER: LIFE STORAGE 6467 MAIN STREET WILLIAMSVILLE, NY 14221 PROJECT: LIFE STORAGE REDEVELOPMENT 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 SCALE: AS SHOWN DWG. NAME: C-2570-01 DESIGNED BY: SJL/BES I CHECKED BY: CMQ PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w. a 1 I e n m a j o r. c o m 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC S WORK PRODUCT. DRAWING TITLE: SHEET No. DETAILS C-505 Coppightp2019A11en & Major Associates, Inc. All Rights Reserved Ar / ■AAfA/I IRA I A %I I1 R—M d!^Mrl—f All A Ir% uvr r r rnvr\ - r r r-rune. NORTH ELEVATION 3132" - 1 •-0" E/FS PANEL PARAPET IF 0" ROOF DECK 32'-9' 3RD FLOOR 22'-W 2ND FLOOR II'-4„ 1 ST FLOOR AN a, PARAPET JON 34' - 9' ROOF DECK 32'-8" _ 3RD FLOOR 22' - 0" ALUMINUM LOUVER SCREEENING EXTRUDED ALUMINUM SIGNAGE ALUMINUM LOUVER SCREEENING -- w ■ ■ M ME&st u a ■ at em tt. ti► A / I #A AIR If IAA I III ICn Cr`t7CCl►1►Aft" 1ST FLOOR a" PARAPET 34' - a" ROOF DECK 32' - 9' 3RD FLOOR 22' - a" 2ND FLOOR 1V-4' 1 ST FLOOR ou a' TOILET J1 MECH. I MECH. L_______________________________ | 1ST .FLOOR PLAN | � �� `.� » | 2ND - 3RD FLOOR PLAN 3%3Z' = I'-U' U4.UY.LUIY k2!) Litebtorage