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2_CivilLocus MAP (NOT TO SCALE) SMH RIM=23.94 / TOS=18.16(NPV) / / A i SMH RIM=24.28 CLEAN OUT INVERT=17.53 8" VENT PIPE 10' WIDE SEWER EASEMENT FOR THE -� BENEFIT OF THE COUNTY OF 1ESSEX BK. 6230/pG 595 CB RIM=23.46 INV 2061 CB RIM=23. 54 INV=19.87/ / RIM=23 91 INV=11.91(BC) RIM=23. 84 INV(a)=13, 84 INV(6)=18.19 INV(c)=15.69 INV(d)=14.89 v SF f 1, 23.9 24.1 bI 24.3 �24.5 Cp 24.3 24.6 24 2 2` RM=2384 INV(a)=18.89 TO5=17. 49 UTILITY STATEMENT THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. ALLEN & MAJOR ASSOCIATES, INC. (A&M) MAKES NO GUARANTEE THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. A&M FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. A&M HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. #33 3 STORY BRICK BUILDING r WINDOW WELL WITH GRAN. CURB \\\\\\N SO9'44'55 "E 124.8 )24.8 T24.6 t k24.7 2$,P244� . 23.8 23.6 4.4 23.5 CB RIM=23.08 INV 18,73 3.9 0a at xx CO Ct RIM=23.50 TOP OF PIPE= \ 17.65 (15'RCP) FFE=24. 59 FORMER PROPERTY LINE PER PLAN BOOK 135, PLAN 8 N/F ISAY REALTY TRUST BK. 15267/PG. 165 PICNIC TABLE APPROXIMATE LOCARON OF UNDERGROUIVD DR YWELL (RECORD) PARCEL 7 61.8' IN V(0=18.87 SMH INV(BC)=11.84 CB RIM 23.66 INV- 8.43 ,V(a)=15.53 24.3 10) CHAIN LINK FENCE GA lE 4 PARKING SUMMARY STANDARD STALLS 1 6 HANDICAPPED STALLS 1 TOTAL STALLS EDGE ;OF PAVEMENT i/////////////////////////////////.////////4 , N/F 30 CHURCH STREET, LLC BRICK BUILDINGI WITH GRAN. CURB FFE=26.69 BRICK ENCLOSURE ON CONC PAD PARCEL 11 PARCEL 9 IONDOW WELL ci A CITY OF SALEM ASSESSORS PARCEL 35-0600-0 AREA=22,440:t S.F. #65 2 STORY BRICK BUILDING' CONC.' WALK DOUBLE YELIOW-PAIN-T LINE .065.061 WASHINGTON STREET (PUBLIC - VARIABLE WIDTH) FFE=26.21 -"N‘ \.\\: .'\'\-1:5-"'AO'08 31 18. IMNDO GRAN. N/F EAST INDIA GROUP, LLC 52.43' 2 STORY BRICK BUILDING 27.3 7.3 27.3 • SMH (SM.326) RIM=24.88 IH OOP • 26.0 25.5 BENCHMARK SUMMARY TBM # Z. DESCRIPTION HYDRANT FLANGE BOLT HYDRANT 47) RIM=24.43 INV(b)=16. 70 26.27 RIM 24.51 RIM=24.45 LEGEND 4 DRAIN MANHOLE (DMH) . SEWER MANHOLE (SMH) ELECTRIC MANHOLE (EMH) - TELEPHONE MANHOLE (TMH) _ CATCH BASIN (CB) FIRE HYDRANT WATER GATE GAS GATE CLEANOUT LIGHT TREE SIGN TRANSFORMER VENT AREA DRAIN RISER MONITOR WELL SPOT GRADE HANDICAP RAMP PARKING METER HANDICAPPED PARKING SPACE CONCRETE BRICK BUILDING BUILDING OVERHANG RIGHT OF WAY LINE 1' CONTOUR 5' CONTOUR PROPERTY LINE ABUTTERS LINE CURB WATER LINE SEWER LINE DRAIN LINE GAS LINE ELECTRIC LINE TELEPHONE LINE FOOTPRINT AREA FINISHED FLOOR ELEVATION BUILDING HEIGHT BITUMINOUS CONCRETE GRANITE BOTrom CENTER REINFORCED CONCRETE PIPE VITRIFIED CLAY PIPE ASBESTOS CLAY PIPE CAST IRON NO PIPES VISIBLE TOP OF WATER TOP OF SLUDGE NOW OR FORMERLY BOOK PAGE LOCUS REFERENCES - DEED BOOK 6176, PAGE 556 -PLAN BOOK 140, PLAN 78 PLAN REFERENCES - PLAN BOOK 1,35, PLAN 8 - PLAN BOOK 135, PLAN 9 - PLAN BOOK 137, PLAN 48 - PLAN BOOK 151, PLAN 36 - PLAN BOOK 167, PLAN 87 NOTES 460 GG 0 0 FPA FFE BH BIT. CONC. GRAN. RCP VC AC CI NPV TliV TOS N/F BK. PG. NORTH ARROW IS BASED ON MASSACHUSE I IS GRID COORDINATE SYSTEM (MAINLAND ZONE) (NAD 83). 2. BOOK/PAGE AND PLAN REFERENCES ARE TAKEN FROM ESSEX COUNTY (SOUTH) REGISTRY OF DEEDS IN SALEM, MA. 3. VERTICAL DATUM IS NAVD 88. 4. CONTOUR INTERVAL IS ONE FOOT (12. 5. ALL CURBING SHOWN HEREON IS GRANITE UNLESS OTHERWISE NOTED. GRAPHIC SCALE - WE HEREBY CERTIFY THAT THIS PLAN IS THE RESULT OF AIV ACTUAL ON THE GROUND SURVEY PERFORMED ON OR BETWEEN 2018. PROF- LAN SURVEYOR F REV DATE DESCRIPTION DIAMOND SINACORI, LLC 7 HARCOURT STREET PROJECT: 65 WASHINGTON STREET SALEM, MA PROJECT NO. 2198-01 DATE: DESIGNED BY: AJR/KAC CHECKED BY: - PREPARED BY: 02/01/19 NIL ALLEN & MAJOR ASSOCIATES INC. civil & structural engineering • land surveying environmental consulting• landscape architecture 7 100 COMMERCE WAY WOBURN MA 01801-8501 TEL: (781) 935-6889 FAX: (781) 935-2896 THIS DFtAWING 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 APPUCATION 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. 1 inch = 10 ft. DRAWING TITLE: SHEE'i No. EXISTING CONDITIONS ‘11 Ali Rights Reserved GENERAL NOTES: 1. FOR EXISTING CONDITIONS SURVEY, SEE PLAN ENTITLED "ALTA/NSPS LAND TITLE SURVEY", AS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. THE ON THE GROUND SURVEY WAS PERFORMED ON OR BETWEEN FEBRUARY 12, 2016 & FEBRUARY 24, 2016. 2. ZONING DISTRICT IS CENTRAL DEVELOPMENT (B5). 3. OVERALL LOT SIZE: 0.51± ACRES. 4. DURING CONSTRUCTION, ALL VEHICLES MUST BE PARKED ON SITE. 5. DURING CONSTRUCTION, ALL STAGING AND DELIVERIES WILL OCCUR ON SITE. 6. EXTERIOR CONSTRUCTION ACTIVITIES ON THE SITE SHALL NOT COMMENCE PRIOR TO 7:00 A.M. AND SHALL CEASE NO LATER THAT 6:00 P.M. MONDAY THROUGH FRIDAY, 8:00 A.M. TO 6:00 P.M. SATURDAY AND NOT AT ALL ON SUNDAYS. IF HOURS ARE MORE STRINGENT PER THE LOCAL PERMIT REQUIREMENTS THESE ARE TO BE FOLLOWED. THIS DOES NOT INCLUDE OFF SITE UTILITY WORK. 7. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER, NATURAL GAS, TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY LINES WILL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. 9. ALL MAIN BUILDING ENTRANCES AND WALKS SHALL BE HANDICAP ACCESSIBLE PER FEDERAL ADA & MAAB REGULATIONS AT NO ADDITIONAL COST TO THE OWNER. 10. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR CONSTRUCTION. 11. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 12. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN THE STATE OF MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE. 13. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING THE WITH THE APPROPRIATE CITY DEPARTMENTS, THE APPROPRIATE UTILITY COMPANIES, THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING SHALL TAKE PLACE PRIOR TO THE START OF CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO ALL ATTENDEES PRIOR TO THE START OF THE MEETING. 15. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN SHALL BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC CONTROLS SHALL BE IMPLEMENTED AND OPERATED ACCORDING TO THE MASSDOT STANDARDS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE LOCAL AUTHORITY. 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK INFORMATION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE CONTRACTOR'S EXPENSE. 17. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE BUILDING. 18. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. 19. ALL PARKING AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF CURB AND INDICATE EDGE OF PAVEMENT. 20. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST. 21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 22. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. CONSTRUCTION DEBRIS FILL IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. 23. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO RECEIVE SIX INCHES (6") MINIMUM OF TOPSOIL & SEED, AND BE MAINTAINED UNTIL ESTABLISHED & ACCEPTED. 24. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF SALEM'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. 26. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AND DISCONNECTION AT EXISTING UTILITY. 27. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAKING. 28. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. 29. EXISTING & PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY SERVICING THE PROJECT SITE. 30. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING ANY EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT BASED ON EXACT LOCATION OF EXISTING UTILITIES, THERE ARE NO CONFLICTS BETWEEN THEM AND THE PROPOSED UTILITIES. 31. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY ALL GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, GAS, AND ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR CITY. 32. IT IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY DISPOSE OF AND ABATE ALL BUILDING MATERIALS OR HAZARDOUS MATERIALS ONSITE IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL LAWS AND REGULATIONS AT NO ADDITIONAL COST TO THE OWNER. DIG SAFE BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 GENERAL NOTES (CONTINUED): 33. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DO NOT MEET THE ORDINARY FILL SPECIFICATIONS OR LOAM SPECIFICATIONS AND CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET THE SPECIFICATION INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION DEBRIS, AND MISC. MATERIAL. PRIOR TO REUSE, CONTRACTOR TO PROVIDE TESTING REPORT OF SIEVE ANALYSIS TO ENGINEER FOR APPROVAL. CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS NECESSARY AT NO ADDITIONAL COST TO OWNER. AFTER AMENDING, THE MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT IS TO BE REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. 34. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION TO THE DIRECTOR OF INSPECTIONAL SERVICES AND/OR THE APPROPRIATE MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED TO THE ZONING BOARD OF APPEALS AND CITY COUNCIL. GRADING & DRAINAGE NOTES: 1. EXISTING PAVEMENT SHALL BE SAW -CUT AND PAVEMENT JOINT SHALL BE INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. 2. THE ARCHITECTURAL PLANS SHALL BE REFERRED TO IN ORDER TO DETERMINE THE EXACT LOCATIONS OF DOORS, ROOF DRAIN LATERALS AND PRECISE BUILDING DIMENSIONS. 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANIES. 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH THE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP ELEVATIONS OF MANHOLES SHALL MATCH FINISH GRADE. 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE AREA. 6. TEMPORARY STRAW BALE PROTECTION AND/OR SILT SACK SHALL BE INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION, TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE DRAINAGE SYSTEM. 7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 8. ALL CATCH BASINS, MANHOLES, INFILTRATION SYSTEMS, AND WATER QUALITY STRUCTURES ARE TO BE CLEANED PRIOR TO FINAL APPROVAL TO REMOVE ALL CONSTRUCTION SILT AND DEBRIS. 9. IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & COVERS & SHALL BE LABELED "DRAIN". 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE SIX INCHES (6") OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH LANDSCAPE & CIVIL SPECIFICATIONS & DRAWINGS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 14. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. 15. ALL DRAINAGE SHALL CONFORM TO LOCAL REQUIREMENTS. UTILITY NOTES: 1. THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH SEWER AND STORM DRAIN WORK WILL BE INSPECTED BY CITY OF SALEM PERSONNEL AND ALL COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE INSPECTED BY CITY OF SALEM PERSONNEL AND ALL COSTS SHALL INCLUDE PRESSURE TESTING, DISINFECTING, AND FLUSHING OF LINES. INSPECTION COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING TAPS AS DIRECTED BY THE CITY. 3. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL & PLUMBING DRAWINGS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS AND UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRIC, TELEPHONE, AND NATURAL GAS SERVICE. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND COORDINATE WITH THE PROPER AGENCY THE LOCATION AND SCHEDULING OF CONNECTIONS WITH THEIR FACILITIES. 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION. 5. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL EITHER BE ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS SPECIFIED. ANY UTILITIES 4" OR LARGER ARE TO BE REMOVED. ALL UTILITIES SCHEDULED FOR ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN ABANDONED UTILITIES ARE TO BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF THE CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION BOXES AND SIMILAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SLABS OF MANHOLES AND SIMILAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND COMPACT EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITIES, AS REQUIRED TO RESTORE THE ORIGINAL GRADE. 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENTS OF NATURAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER UTILITY BY THE UTILITY OWNER. 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: • SEWER - PVC (POLYVINYL CHLORIDE), SDR 35 (UNLESS OTHERWISE SPECIFIED ON PLAN) - C.L.D.I. (CEMENT LINED DUCTILE IRON) (DUCTILE IRON, WHERE SPECIFIED ON PLAN) • DRAIN - HDPE (HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH SMOOTH INNER WALL), ASTM D2321 (UNLESS OTHERWISE SPECIFIED ON PLAN) - RCP CLASS IV OR V (REINFORCED CONCRETE PIPE, WHERE SPECIFIED ON PLAN) • WATER - C.L.D.I. (CEMENT LINED DUCTILE IRON) 8. REFER TO EROSION CONTROL PLAN FOR EXISTING DRAINAGE STRUCTURES TO BE REMOVED AND UTILITY ABANDONMENT. 9. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH THE CITY OF SALEM THE APPROPRIATE PERMIT AND INSPECTION FEES. 10. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY MEANS OF FLEXIBLE JOINTS. 11. ALL WATER GATES TO PROPOSED HYDRANTS ARE 6" DIAMETER UNLESS NOTED. 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM DRAINS. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN, 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. 13. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE OF PROPOSED UTILITIES. 14. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS BEFORE CONNECTING TO ANY EXISTING LINE. 15. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 16. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AT BENDS. 17. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0" COVER ON ALL WATERLINES AND A MAXIMUM OF 8'-0" COVER. I N STALLATI O N 72 HOURS UTILITY NOTES: 18. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE BETWEEN THE PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" VERTICAL CLEARANCE AND MEETING 10' HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MUST BE ENCASED IN CONCRETE TO MEET THE REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 19. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. 20. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER, SEWER, GAS AND ELECTRICAL AND TELECOMMUNICATIONS LINES. 21. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 22. ALL HYDRANTS SHALL MEET LOCAL MUNICIPAL SPECIFICATION REQUIREMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF SALEM REQUIREMENTS. 23. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, BOX, AND TEE FITTINGS. 24. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET OR EXCEED THE CITY OF SALEM REQUIREMENTS. 25. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL AND MUNICIPAL STANDARDS AND REQUIREMENTS. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MUNICIPALITY. 27. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE DRAWINGS. IF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL MATERIAL, THEN THE MORE STRINGENT SHALL APPLY. 28. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. EROSION & SEDIMENTATION CONTROL NOTES: 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT CONTROLS SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. (BEST MANAGEMENT PRACTICES) PER THE E.P.A. 2017 "CONSTRUCTION GENERAL PERMIT" MANUAL, AND MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS, ANY SUCH MODIFICATIONS FROM THE ABOVE MANUALS SHALL BE INSTALLED AS APPROVED BY THE ENGINEER. 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS PRACTICABLE BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY (UNLESS CITY HAS STRICTER REQUIREMENTS WHICH SHALL BE FOLLOWED) IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR MULCH AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN PLANS. IF MULCH IS USED, STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE FEET. APPLICATION AREA SHALL BE SUFFICIENTLY COVERED WITH MULCH TO AVOID ANY VISIBLE SOIL EXPOSURE. MULCH SHALL BE KEPT MOIST TO AVOID LOSS DUE TO WIND. MULCH AND NETTING SHALL BE APPLIED IN THE BASE OF ALL GRASSED WATERWAYS, IN VEGETATIVE SLOPES WHICH EXCEED 15% AND DISTURBED AREAS WITHIN 100 FEET OF WETLANDS OR STREAMS. 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER COVER CROP AT THE RATE OF 3 LBS PER 1,000 SQUARE FEET. WINTER SEEDING SHALL BE COVERED WITH EROSION CONTROL MESH (MULCH AND NETTING). HEAVY GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON VEGETATED SLOPES IN EXCESS OF 15%, AND ANY DISTURBED AREAS WITHIN 100 FEET OF WETLANDS OR STREAMS. MULCH AND NETTING SHALL ALSO BE PROVIDED FOR ADDITIONAL WINTER PROTECTION. 4. ALL TOPSOIL SHALL BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3 LBS PER 1,000 SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. SILTATION FENCING SHALL BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. LOAM SHALL BE STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. 5. ALL FILTER BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE INSTALLED ACCORDING TO THE EROSION CONTROL PLAN. THESE SHALL BE MAINTAINED DURING DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER. ALL THE FILTER BARRIERS AND EROSION CONTROL BERMS SHALL BE INSPECTED AFTER ANY RAINFALL OR RUNOFF EVENT, MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE AT LEAST 85-90% VIGOROUS PERENNIAL COVER OF GRASSES. 6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING MUD, DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS NECESSARY (WHICH COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR SEDIMENTS AT NO ADDITIONAL COST TO THE OWNER. A WATERING TRUCK WILL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS TO ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. BOTH EXISTING AND PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE USE OF SILT SACKS AND/OR STRAW BALE BARRIERS AROUND EACH INLET AS NOTED ON THE PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS ARE PAVED AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90% OF VIGOROUS PERENNIAL GROWTH. 8. AS APPLICABLE, EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH THE PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN PLANS. 9. AT A MINIMUM, ALL STRAW BALES, SILT FENCE AND FILTER FABRIC SHALL REMAIN IN PLACE UNTIL SEEDINGS OR PLANTINGS HAVE BECOME 85-90% ESTABLISHED. THE CITY OF SALEM MUST APPROVE THE REMOVAL OR RELOCATION OF ANY OF THE STRAW BALES AND FILTER FABRIC. ONCE THE STRAW BALES AND SILT FENCE IS REMOVED THE AREAS ARE TO BE LOAM AND SEEDED TO ACHIEVE FULL STABILIZATION. 10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED TO MAINTAIN STABILITY OF EARTHWORKS AND FINISHED GRADED AREAS. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ADDITIONAL MEASURES AS SPECIFIED BY THE OWNER. THIS INCLUDES BUT IS NOT LIMITED TO REQUESTS BY MA DEP, THE ENGINEER AND THE MUNICIPALITY, AS AUTHORIZED BY THE OWNER. FAILURE TO COMPLY WITH THE OWNER'S DIRECTIONS WILL RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES. 11. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE. WEEKLY INSPECTIONS SHALL BE HELD THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. WEEKLY INSPECTION REPORTS SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD OFFICE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR SHALL PERFORM AN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY REPAIRS. THE INSPECTIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE SITE'S DOWN STREAM DISCHARGE POINTS. 12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER DEGRADATION OF THE AREA. 13. FOLLOWING THE TEMPORARY OR FINAL SEEDING, THE CONTRACTOR SHALL INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE -SEEDING SHALL BE CARRIED OUT BY THE CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISHED. 14. CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH & FOLLOW ALL APPROVED PERMITS AND CONDITIONS. CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPROVED PERMITS ONSITE. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE APPROVED PERMITS SHALL BE COMPLETED. 15. ALL EROSION MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER OR THE CITY OF SALEM. 16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. EROSION & SEDIMENTATION CONTROL NOTES (CONTINUED): 17. TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER. THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. 19. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY STRAW BALE FILTERS AND STONE CHECK DAMS UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 20. STRAW BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS. NO SEDIMENTATION SHALL ENTER THE ON -SITE OR OFF -SITE DRAINAGE SYSTEMS AT ANY TIME. 21. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH RAINFALL EVENT. 22. ALL PROPOSED SLOPES EQUAL TO OR GREATER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL STRAW BALES AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE CITY ENGINEER TO MITIGATE ANY EMERGENCY CONDITION. 24. AS CONSTRUCTION DISTURBANCE IS NOT GREATER THAN 1 ACRE, A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT NOI, AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL NOT NEED TO BE SUBMITTED TO THE EPA. 25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION GENERAL PERMIT NOI. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO THE CITY OF SALEM, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING THEM WITHIN 3 DAYS OF EACH INSPECTION. 26. APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF SALEM, MA DEP, EPA CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE SITE PLAN REGULATIONS FROM THE CITY OF SALEM AND USDA SOIL CONSERVATION SERVICE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. 27. A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AND AS REQUIRED. 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 OF INSTABILITY OR EROSION. ALL CHANNELS, SWALES, AND DITCHES DUG FOR DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO DIRECTING DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, IT SHALL EMPTY THE MATERIAL TO A STABLE AREA. NO DEWATERING SHALL OCCUR DURING PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL STRUCTURE SHALL NOT EXCEED THE STRUCTURES CAPACITY TO SETTLE AND FILTER FLOW OR ITS VOLUME CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE SEDIMENT REMOVAL STRUCTURE SHALL DRAIN TO A WELL -VEGETATED BUFFER BY SHEET FLOW WHILE MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND MINIMIZING THE SLOPE OF THE BUFFER AREA. THERE SHALL BE NO DIRECT DISCHARGE TO EXISTING WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS. 29. INITIATE STABILIZATION IMMEDIATELY IF CONSTRUCTION WORK TEMPORARILY OR PERMANENTLY CEASES. 30. ALL DISCHARGES FROM POLLUTION SOURCES IS PROHIBITED ONSITE SUCH AS FUELS, WASTEWATER FROM WASH OUT OF CONCRETE, WASTEWATER FROM CLEAN OUT OF PAINTS, FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS USED FOR MAINTENANCE OF VEHICLES AND EQUIPMENT, SOAPS & SOLVENTS, TOXIC OR HAZARDOUS SUBSTANCES, CHEMICALS AND OILS. IF A POLLUTANT IS DISCHARGED IT SHALL BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED SOIL OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE MANUFACTURER RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO NOT HOSE DOWN AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE SHALL BE IN LEAK -PROOF CONTAINERS STORED AWAY FROM WETLANDS, SURFACE WATERS, STORMWATER INLETS, AND DRAINAGE MEASURES. SPILL KITS SHALL BE AVAILABLE ONSITE FOR EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT MEASURE FOR ALL CHEMICALS IN ADDITION TO SPILL -PROOF CONTAINERS. 31. PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT A MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION. 32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK DAY. 33. ALL USE OF CATIONIC TREATMENT CHEMICALS (EXAMPLES INCLUDE POLYMERS, CHITOSAN, CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR STABILIZATION) ARE PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE NOT POSSIBLE AND USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE CONTRACTOR SHALL CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR APPROVAL AND SPECIFIC REQUIREMENTS (MAXIMUM DOSAGE RATE, RESIDUAL TESTING, SPECIFIC LIMITATIONS, ETC) PRIOR TO USE. 34. IF USING NON -VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST BE COVERED. 35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7 DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED AREAS, ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES, ALL LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND MATERIAL STORAGE AREAS, ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A PERMANENT SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS MUST BE INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 DAYS FROM THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OCCURRING THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT MUST BE COMPLETED. MAINTENANCE: ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE TUBULAR SEDIMENT CONTROLS WHEN IT REACHES HALF THE HEIGHT OF THE CONTROL MEASURE OR AS REQUESTED BY THE OWNER OR ENGINEER. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. CONSTRUCTION GENERAL PERMIT NOTES AND NARRATIVE: NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST OF THE EROSION CONTROL PLANS TOGETHER WITH EXISTING CONDITIONS PLANS, GRADING PLANS, ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHEETS. THE EROSION CONTROL PLAN WILL BE IMPLEMENTED TO: A. TREAT EROSION AS SOON AS POSSIBLE AFTER DISTURBANCE. B. PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND ENTERING THE RECEIVING WATERS. C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION. D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. CONSTRUCTION PRACTICES NOTES PER SPECIAL PERMIT: ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING CONDITIONS PER THE CITY OF SALEM PLANNING BOARD'S "SITE PLAN REVIEW AND PLANNED UNIT DEVELOPMENT SPECIAL PERMIT DECISIONS," ISSUED APRIL 4, 2018, SECTION 15, CONSTRUCTION PRACTICES, WHICH STATES: 1. NIGHT WORK AS REQUIRED FOR WATER SHUTDOWN OR OTHER PURPOSES SHALL BE 11:00 PM TO 5:00 AM UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY. 2. ALL PROVISIONS IN THE CITY OF SALEM'S CODE OF ORDINANCE, CHAPTER 22, NOISE CONTROL, SHALL BE STRICTLY ADHERED TO. 3. ALL REASONABLE ACTION SHALL BE TAKEN TO MINIMIZE THE NEGATIVE EFFECTS OF CONSTRUCTION ON ABUTTERS. ADVANCE NOTICE SHALL BE PROVIDED TO ALL ABUTTERS IN WRITING AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. 4. DRILLING AND BLASTING SHALL BE LIMITED TO MONDAY-FRIDAY BETWEEN 8:00 AM UNTIL 5:00 PM. THERE SHALL BE NO DRILLING, BLASTING OR ROCK HAMMERING ON SATURDAYS, SUNDAYS, OR HOLIDAYS. BLASTING SHALL BE UNDERTAKEN IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 5. ALL CONSTRUCTION WILL OCCUR ON SITE; NO CONSTRUCTION WILL OCCUR OR BE STAGED WITHIN CITY RIGHT OF WAY. ANY DEVIATION FROM THIS SHALL BE APPROVED BY THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO CONSTRUCTION. 6. A CONSTRUCTION TRAFFIC MANAGEMENT PLAN AND SCHEDULE SHALL BE SUBMITTED TO THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT FOR REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 7. ANY ROADWAYS, DRIVEWAYS, SIDEWALKS, OR LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE APPLICANT. 8. ALL CONSTRUCTION VEHICLES SHALL BE CLEANED PRIOR TO LEAVING THE SITE SO THAT THEY DO NOT LEAVE DIRT AND/OR DEBRIS ON SURROUNDING ROADWAYS AS THEY LEAVE THE SITE. 9. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE PLANNING BOARD, AND IN ACCORDANCE WITH ANY AND ALL RULES, REGULATIONS AND ORDINANCES OF THE CITY OF SALEM. 10. ALL CONSTRUCTION VEHICLES LEFT OVERNIGHT AT THE SITE, MUST BE LOCATED COMPLETELY ON THE SITE. 11. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE "SALEM POLICE STATION CONSTRUCTION MANAGEMENT PLAN". 12. ALL CONSTRUCTION SHALL TAKE PLACE UNDER THE DIRECTION AND SUPERVISION OF A LICENSED SITE PROFESSIONAL IN COMPLIANCE WITH THE RULES AND REGULATIONS OF THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION. 13. THE APPLICANT SHALL PROMPTLY NOTIFY THE BOARD OF HEALTH OF ANY ENVIRONMENTAL CONDITION ENCOUNTERED DURING CONSTRUCTION THAT MAY ADVERSELY IMPACT THE ABUTTERS TO THE SITE. E ij ASSOCII W cn Cn w O CC • c CC0 • CC Q SCALE: NTS PROJECT#: 65 WASHINGTON STREET, L.L.C. REGISTRATION: REGISTERED PROFESSIONAL ENGINEER FOR ALLEN 8c MAJOR ASSOCIATES, INC. DRAWING #: c-001 � % / ///,/ r // /f r /f ABBREVIATIONS: ABAN ADA ADJ B BC BIT BLDG BM BOS BOW BV&B BVW CAN CB CF CFS CI CL CLDI CLF CMP CO CONC CONST CONT CRD CUL CY DB DBL DEM DET DIA DI DIM DMH DW DWG DYCL EHH EL ELEC EMH EOP FOR EOW ETC EXIST EXT FCC FES FFE FPS FS FT GC GEN GG GR GRAN GV GV&B GW H HOR HT HW HWY HYD ID IN INCL I NST INV, I.E. L LP MAT MAX MH MIN MISC MTD MW N NIC NO NTS OC OD OHW OVHD OW PC PCC PI PL POC POT PRC PROP, P PT PVC R&R R&S RCP RD RELOC REM RET ROW RR RWY SD SF SGC SMH SP SPEC STA STD SW SWLL SYCL DIG SAFE ABANDON AMERICANS WITH DISABILITIES ACTS ADJUST BORING BOTTOM OF CURB BITUMINOUS BUILDING BENCH MARK BOTTOM OF SLOPE BOTTOM OF WALL BUTTERFLY VALVE & BOX BORDERING VEGETATED WETLAND CABLE TELEVISION CATCH BASIN CUBIC FEET CUBIC FEET PER SECOND CAST IRON (PIPE) CENTERLINE CEMENT LINED DUCTILE IRON (PIPE) CHAIN LINK FENCE CORRUGATED METAL PIPE CLEAN OUT CONCRETE CONSTRUCTION CONTRACTOR COORDINATE CULVERT CUBIC YARD DISTRIBUTION BOX DOUBLE DEMOLISH DETENTION DIAMETER DUCTILE IRON (PIPE) DIMENSION DRAIN MANHOLE DOMESTIC WATER (OR DRY WELL) DRAWING DOUBLE YELLOW CENTERLINE ELECTRIC HANDHOLE ELEVATION ELECTRIC ELECTRIC MANHOLE EDGE OF PAVEMENT EDGE OF ROAD EDGE OF WETLANDS ELECTRIC, TELEPHONE, CABLE EXISTING EXTERIOR FLUSH CONCRETE CURB FLARED END SECTION FINISH FLOOR ELEVATION FEET PER SECOND FIRE SERVICE FOOT/FEET GENERAL CONTRACTOR GENERAL GAS GATE GUIDE RAIL GRANITE GATE VALVE GATE VALVE & BOX GROUND WATER HORIZONTAL HORIZONTAL HEIGHT HEADWALL HIGHWAY HYDRANT INSIDE DIAMETER INCHES INCLUDE INSTALLED INVERT, INVERT ELEVATION LENGTH LIGHT POLE MATERIAL MAXIMUM MANHOLE MINIMUM MISCELLANEOUS MOUNTED MONITORING WELL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD WIRE OVERHEAD OBSERVATION WELL POINT OF CURVATURE PRECAST CONCRETE CURB POINT OF INTERSECTION PROPERTY LINE POINT ON CURVATURE POINT ON TANGENT POINT OF REVERSE CURVATURE PROPOSED POINT (OR POINT OF TANGENT) POLYVINYL CHLORIDE (PIPE) REMOVE & RESET REMOVE & STACK REINFORCED CONCRETE PIPE ROAD (OR ROOF DRAIN) RELOCATE REMOVE RETAIN RIGHT OF WAY RAILROAD ROADWAY SUBDRAIN SQUARE FEET SLOPED GRANITE CURB SEWER MANHOLE STANDPIPE SPECIFICATION STATION STANDARD SOLID WHITE EDGE LINE SIDEWALK SOLID WHITE LANE LINE SOLID YELLOW CENTERLINE TB TC TD TEL, T TMH TOS TOW TP TYP UD UP V VCP VERT VGC WG WM WMH SO TEST BORING TOP OF CURB TRENCH DRAIN TELEPHONE TELEPHONE MANHOLE TOP OF SLOPE TOP OF WALL TEST PIT TYPICAL UNDERDRAIN UTILITY POLE VERTICAL VITRIFIED CLAY PIPE VERTICAL VERTICAL GRANITE CURB WATER GATE WATER MAIN WATER MANHOLE WATER SHUTOFF STORMWATER POLLUTION PREVENTION PLAN 2.1 GENERAL FOR GRADING AND DRAINAGE SEE DRAWING SHEET C-103. 2.1.1. THE FIRST STAGE INVOLVES ACTIVITIES NEEDED TO ADDRESS STORMWATER MANAGEMENT; EXCAVATING MATERIAL DESIGNATED FOR OFF —SITE REMOVAL OR ON —SITE RELOCATION; AND FENCING SELECTED AREAS. STAGE ONE WILL PREPARE SITE FOR CONVENTIONAL CONSTRUCTION. 2.1.2. THE SECOND STAGE WILL CONSIST OF ROUTINE CONSTRUCTION INVOLVING DEMOLITION, PAVING, LANDSCAPING AND UTILITIES. 2.1.3. THERE ARE GENERAL PHASES OF CONSTRUCTION AS IDENTIFIED BELOW. IN EACH PHASE OF CONSTRUCTION, IMPLEMENT STANDARD EROSION AND SEDIMENT CONTROL PRACTICES PRIOR TO INITIATING EARTH DISTURBING ACTIVITIES, AND MAINTAIN THESE PRACTICES THROUGHOUT THE COURSE OF CONSTRUCTION. TYPICAL PRACTICES TO BE APPLIED TO THE SITE INCLUDE THE FOLLOWING: PRIOR TO DEMOLITION AND EARTH DISTURBANCE IN ANY WORK AREA, INSTALL SILTATION BARRIERS (BALES OR SILT FENCE WITH BALES) BETWEEN THE WORK AREA AND THE AREA(S) TO WHICH IT DRAINS. DISCHARGE WATER FROM DEWATERING OPERATIONS TO A TEMPORARY SILTATION TRAP OR SEDIMENTATION BASIN. PROVIDE TEMPORARY BERMS AND SWALES TO DIVERT SURFACE WATER AWAY FROM THE AREAS THAT WILL BE EXPOSED BY CONSTRUCTION ACTIVITY TO MINIMIZE THE AMOUNT OF SURFACE WATER COMING INTO CONTACT WITH EXPOSED SOILS. PROVIDE STABLE OUTLETS FOR THESE DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO PROVIDE FOR DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO PROVIDE FOR THEIR STABILITY DURING CONSTRUCTION. LIMIT THE EXTENT OF EXPOSED SOILS TO AREAS THAT CAN BE WORKED AND RESTABILIZED WITHIN THE CONSTRUCTION SEASON AND DURING THE SPECIFIC CONSTRUCTION PHASE. WHEN EARTHWORK CONSTRUCTION ACTIVITY IN AN AREA IS COMPLETE, STABILIZE THE AREA WITH A SUITABLE SURFACE AS DESCRIBED BELOW. IN ADDITION TO THESE PRACTICES, FOLLOW THE SPECIAL PRACTICES DESCRIBED BELOW. COMPLY WITH THE DIRECTIONS OF THE OWNER'S REPRESENTATIVE TO ADDRESS EROSION AND SEDIMENTATION CONDITIONS THAT MAY ARISE ON A CASE BY CASE BASIS DURING CONSTRUCTION. THE FOLLOWING IS A DESCRIPTION OF MINIMUM CONSTRUCTION REQUIREMENTS AND DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES WITH REGARD TO DETERMINING THE ADEQUACY OF MEANS AND METHODS OF CONSTRUCTION. 2.2 ESTIMATED CONSTRUCTION SEOUENCING. THE FOLLOWING IS AN ESTIMATED CONSTRUCTION SEQUENCING. SOME ACTIVITIES MAY OCCUR AT THE SAME TIME RATHER THAN AT SEPARATE TIMES OR OUT OF SEQUENCE DUE TO ACTUAL FIELD CONDITIONS OR OTHER FACTORS. ACTUAL SCHEDULING WILL BE COMPLETED BY THE SITE CONTRACTOR. (CONTRACTOR TO FOLLOW ANY ADDITIONAL PERMIT REQUIREMENTS OR STEPS AT NO ADDITIONAL COST TO THE OWNERS FROM EITHER STATE OR LOCAL PERMITS. • INSTALL ALL EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO TEMPORARY STRAW BALE FILTERS, SILT SACKS, CONSTRUCTION ENTRANCES, AND STRAW BALES AND SILT FENCE. • SETUP STAGING AND MATERIAL STORAGE / STOCKPILE AREAS. • IF REQUIRED, CONSTRUCT TEMPORARY SILT / DEWATERING BASINS. • PROTECT AND MARK ALL EXISTING ITEMS NOTED TO REMAIN. • PERFORM DEMOLITION WORK. SURVEY AND IDENTIFY LIMITS OF SITE CLEARING. CONDUCT SITE CLEARING. • DEMO EXISTING MATERIALS AS NOTED. • REMOVE EXISTING LOAM AND SUBSOIL AND STOCKPILE FOR REUSE. • PERFORM ROUGH GRADING AND CONSTRUCT BUILDING FOUNDATIONS. • INSTALL UNDERGROUND UTILITIES. • PERFORM FINE GRADING; PLACE BINDER PAVEMENT COURSE. • PLACE PAVEMENT TOP COURSE; CONSTRUCT SIDEWALKS AND ALL OTHER SITE IMPROVEMENTS. • INSTALL PAVEMENT MARKINGS, SITE SIGNAGE & COMPLETE LANDSCAPING. • REMOVE TEMPORARY SILT CONTROLS AFTER SITE IS STABILIZED. 2.3 MAINTENANCE 2.3.1 DURING THE PERIOD OF CONSTRUCTION AND/OR UNTIL LONG TERM VEGETATION IS ESTABLISHED: SEEDED AREAS SHALL BE FERTILIZED AND RESEEDED AS NECESSARY TO INSURE VEGETATION ESTABLISHMENT. 2.3.2 TEMPORARY SEDIMENTATION BASINS SHALL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL AND NO LESS THAN WEEKLY, AND CLEANED AS NEEDED TO RETAIN STORAGE CAPACITY. 2.3.3 TEMPORARY DRAINAGE SWALES SHALL BE CHECKED WEEKLY AND REPAIRED WHEN NECESSARY. 2.3.4 THE HAYBALE AND SILTATION FENCING BARRIERS AND OTHER EROSION AND SEDIMENT CONTROL MEASURES/DEVICES SHALL BE INSPECTED, CLEANED, REPLACED AND/OR REPAIRED AS NECESSARY, AND NO LESS THAN WEEKLY, AND AFTER EACH SIGNIFICANT RAINFALL. ACCUMULATED SEDIMENTS SHALL BE REMOVED WHEN THEY REACH HALF THE HEIGHT OF THE BARRIER. 2.4. GENERAL 2.4.1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH (USDA) NATURAL RESOURCES CONSERVATION SERVICE (MRCS, FORMERLY SCS) GUIDELINES AND ALL LOCAL MUNICIPAL REGULATIONS. 2.4.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK. 2.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITEWORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITEWORK IS COMPLETE AND GROUNDCOVER IS ESTABLISHED. 2.4.4. ALL WORK SHALL BE IN ACCORDANCE WITH THE PERMITS AND APPROVALS ISSUED BY THE LOCAL PLANNING BOARD, THEIR AGENTS, AND THE CONSTRUCTION SPECIFICATIONS. 2.4.5. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED BALES AND/OR SILTATION FENCES TO PREVENT AND/OR CONTROL SILTATION AND EROSION. 2.4.6. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. IF APPLICABLE, EFFORTS SHALL BE MADE TO AVOID STOCKPILING CUT GLACIAL TILL SOILS SINCE STOCKPILING INCREASES EXPOSURE TO PRECIPITATION AND PROVIDES GREATER OPPORTUNITY FOR FROST PENETRATION. SOME OF THE STEPS IN SEQUENCING MAY OCCUR SIMULTANEOUSLY, PARTICULARLY CUT AND FILL OPERATIONS, IN AN EFFORT TO AVOID STOCKPILING. 2.4.7. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK. 2.4.8. BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN AREAS SUBJECT TO STORMWATER RUN—OFF FROM PROPOSED CONSTRUCTION, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. NO SEDIMENTS SHALL ENTER THE OFF —SITE DRAINAGE SYSTEMS AT ANY TIME. SEDIMENT DISCHARGE TO OFF —SITE PROPERTY IS PROHIBITED. 2.4.9. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED FROM INCOMING SILT UNTIL ALL DISTURBED AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED. 2.4.10. ANY DEWATERING REQUIRED DURING CONSTRUCTING ON THE SITE SHALL DISCHARGE INTO A DEWATERING FILTER OR TEMPORARY SILT BASIN PRIOR TO DISCHARGE. 2.4.11. BALES AND SILTATION FENCING AND TEMPORARY SILT BASIN SHALL BE INSPECTED NO LESS THAN WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPLACED AS REQUIRED. 2.4.12. ALL PROPOSED NON—RIPRAP SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL FABRIC AND PROTECTED FROM EROSION. 2.4.13. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL BALES AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE OR THE MUNICIPAL AGENTS TO MITIGATE ANY EMERGENCY CONDITION. 2.4.14. BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. 2.4.15. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 2.4.16. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE OFF —SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS. 2.4 GENERAL (CONTINUED): 2.4.18 THE LIMIT OF WORK LINE FOR THE AREA TO BE CLEARED AND GRUBBED SHALL BE THE SAME AS THE LIMIT OF WORK LINE NECESSARY FOR GRADING PURPOSES, (LE., THE GRADING LIMITS AROUND THE PERIMETER OF THE PROJECT AREA). 2.4.19 THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. 2.4.20 FOLLOWING THE INSTALLATION OF THE BINDER COURSE, THE CONTRACTOR SHALL SWEEP ALL ON —SITE PAVEMENT, IF NECESSARY, UNTIL ALL SITE CONSTRUCTION IS COMPLETED. OSE DEMON ASSOCO w Iv) cn 1 w 1 CC CC p cC CL cL Architecture Site Planning Project Management E-- J o -Z _ u - SCALE: NTS PROJECT#: w (/) z 0 m CU J H W co z 0 ILO z c� z "-§""er REGISTRATION: C ') W I-- 006 O Cr) t W CC m REGIST D PRE ESSIONAL ENGINEER FOR ALLEN 8c MAJOR ASSOCIATES, INC. DRAWING #: C-002 BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 2.4.17. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON— SITE UTILITY SERVICES DESIGNATED ON THESE DRAWINGS. SERVICES SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER PROPERTY LINE. EXPOSED HT. GRANITE CURB PLANTER AREA 6' BENCH (TYP.) SEE LANDSCAPE DETAILS L-502 13 r pp- 1 to BUILDING OVERHANG (TYP.) 12"X.1 2'» GRANITE PAVERS, {TYP.)-''��1: 6" EXPOSED HT. GRANITE CURB PLANTER AREA CONCRETE SIDEWALK NEW- BRICK BANDING TYP. SEE DETAILS. CROSSWALK STRIPING, TYP. WHEELCHAIR RAMP TAPER CURB TO FLUSH (TYP.) 12"X12" GRANITE PAVERS, (TYP.) EX. LIGHT TO REMAIN MEET EXISTING GRADE OF GRANITE CURB CLEANLY AND SMOOTHLY (TYP) DIG SAFE CONCRETE SIDEWALK TRANSFORMER PAD GRANITE VERTICAL b.RAMTE ER EE DETAIL GREEN LIVING ALL BY OTHEIT,,/,,. OWNER TO ORDINATE WITH ARCH., CONTRACT FOR PLANTS, SolL, IRRIGATION AND STIVCT E OF LIVING WALL SCAPE PLANS -501 EA FOR SCULPTUR SEE -101 & ORDINATE WIT CH., OR Phl, TS, IL, IRRIGATION LIVING, WALL. R CURB TO BACK TO BAak GC- FLUSH- St. WWI NEW CURB od 22.6' WHEELCHAIR RAMP VERTICAL GRANITE CURB BITUMINOUS PAVEMENT • 10 STANDARD DUTY BITUMINOUS PAVEMENT CONCRETE RAMP, STEPS, & RETAINING WALLS, (SEE ARCHITECTS PLAN SET FOR DETAILS) FENCING ON WALL. MATERIAL, HEIGHT AND STYLE TBD. —fAMILY RESPE101 <BUILD ILDING AR*17,2 0± 1ES ESIpENTI4L OV ' S GA GE tRETAiL XISTIN ELENWION 67 ENTRY PAVERS, STEPS AND PLANTERS BY ARCHITECT. SEE -'7-A-MHI'TECTS PLANS FOR DETAILS 4-139. Eyit' BRICK BANDING TYP. to E DETAILS. BACK TO BACK VGC FLUSH SET WITH EX. EXISTING PARKING METERS TO REMAIN TYP. CONCRETE SIDEWALK MEET EXISTING CURBING CLEANLY WASHINGTON STREET (PUBLIC - VARIABLE WIDTH) PLAN RS TS BACK TO BACK VGC FLUSH SET WITH EX. CURB BUILDING OVERHANG (TYP) 6'' EXPOSED HT. GRANITE CURB PLANTER 0.3' CONCRETE SIDEWALK (STBK). EX. TREE WITH TREE PROTECTION TYP. BUILDING OVERHANG (TIP) BACK TO BACK PROP. VGC TH EX. CURB TYP. or 5 ALONG CHURCH ST. NEW BRICK BANDING TYP. SEE DETAILS. CONCRETE SIDEWALK 5'X5' TREE PIT FLUSH GRANITE CURB PLANTER AREA, TYP. OF 5 ALONG CHURCH ST. WHEELCHAIR RAMP NEW BRICK BANDING TYP. SEE DETAILS. 10 LEGEND PROP. PROPERTY LINE SIGN BOLLARD BUILDING BUILDING ARCHITECTURE BUILDING INTERIOR WALLS CURB RETAINING WALL PARKING STRIPING ROADWAY STRIPING TRAFFIC ARROWS HEAVY DUTY CONCRETE SIDEWALK BRICK SIDEWALK ADA ACCESSIBLE RAMP ADA DET. WARNING SURFACE JERSEY BARRIERS SNOW STORAGE GRAVEL ACCESS SETBACK LINE VERTICAL GRANITE CURBING — —VGC---- <90 • 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. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1-800-344-7233 SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 4. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. 5. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS & DETAILS OF ALL DOORS, RAMPS, RAILINGS, STAIRS, ETC. GRAPHIC SCALE 0 5 10 20 4 c= 0 fig CD CC Cl- • LU LIJ CO C\J SCALE: 1"=10' PROJECT#: Architecture Site Planning Project Management 0 CS) F- LLJ CC I CC 65 WASHINGTON STREET, L.L.C. REGISTRATION: tri L '4""i51 0 co oes 0 REGISTERED NRffirESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: C-102 BEFORE YOU DIG CALL 811 OR 1-888-344-7233 DIG SAFE SEE UTILITY PLAN, SHEET C-104 REBUILD' 'DMH EX. DMH (DM 1242) RIM=23.84(EX) INV. IN=13.84(EX) INV. IN=18.19(EX) INV, IN=15.69(EX) 1NV. OUT=14.89(EX) REMOVE & REPLACE EXISTING 55 LF 15" HDPE SLOPE=EX 24.44 24.32 24.58 24.00 (H.P.) 221,;.117MS 24.15 24.65 24.72 24.60 -7 24.66 24.66 24.62 24.66 -7 24.50 24.56 24.10 23.90 TC=232.95 BC=23.65 TC=23.60 ° -5 4,-- 23.85 23.90 TC=23.80 BC=23.50(EX) 23.61. 4 114 • • etr-4: .1 , % 23.80 -•• WQU-1 (STC450i) RI M =24.25 INV. OUT=20.38 12LF, 12"HDPE, 24.37(EX.) S=1.0% TC=24.90 BC=24.40 N't) TC=24.90 `5‘ 2535 BC=24.40 • 24.65 4TORMCEPTOR ST64501 • "•• .4.73 • 4- TC=23.51 BC-23.04 REMODEL CB AT CURB FACE RIM=23.08(EX.) INV.=16.61(OUT) 11 LF 12" HDPE SLOPE=1.0% C=23.73 BC=23.23 11 LF 10" HDPE SLOPE=2.0% EX. DMH (DM1240) RI M=23.50(EX) INV. IN= EX INV. IN=16.50(REMODELED CB) INV. IN=1650(BLDG) INV. OUT= EX • rt) 2 • „ „ . • 1.0 =16.72 CF, UNDERGROUND INFILTRATION SYSTEM #1 100 LF 36" PERFORATED CORRUGATED METAL PIPE BOTTOM STONE = 16.75 INVERT CMP PIPE=19.75 INV. =21.20(OUT) 11 MIN. STONE SURROUND 24" STONE BASE MIN. 18" SPACING BETWEEN PIPES 24.85 •••••••••• *oho ••••••••••• ; „ "." • , , I • MIN. 18" SPACING ETWEEN,....PFES, TYR • 11. • i • • „ „At - = 4 • • , "„ • I , .t4 tS'i • OCS-1 RIM=26.53 1.1N=20.22(UIS) WEIR=23.50 6"0 WEIR ORIFICE=21.20 I.OUT=21.20(DMH2) 14LF, 15" HDPE, S=0.0% 26.25 " /AREA DRAIN!! /I.-/ • BEftORDINATED: WITR/PLUMING PLANS.- / • 1T:1-FAMLY RESpEK VBUILDING f3OILDING AEAm- 7,2' Oi S.F. STORES RESI OVER S=2.0% ! • • 24.26 24.00 23.55± -TC=23.0 BC=2340 ',,,, 44,1 --77.77Tiri,:4; • ,41 t !,)1313Y TC=24.20 C=23.70 TC=24.13 BC=23.63 TC=24.10 BC=23.60 IES GA GE / REIN ISTIN4 ELEVATION -- -7 -- t 8.9 ,, . ,,, ', P , - - - - T 74 p 711 =. . . id - „ N4m.,....p.,•;-,,,,,:,:;..;.:, .: • 1I-re,,..'z'. I'.., • '',.,.,=.1..,:' ', ' .... YretIMAti,..'ttl,W:M&A=P:IM,':WAR:===,...?:IF'.=.',i..=. ,... ;.„ . 26 LF 15" HDPE S=4.9% TW=26.25 15 STEPS W/ 0.43' RISERS DETAILS TO BE COORDINATED WITH ARCHITECT 19.70 MAINTAIN EXIST. FFE TW=27.00 4,-- TW=26.90 25.70 - DMH-1 R1M=25.65 1.IN =19.93(0CS) I.OUT=19.83(EX.DMH) 26.55 TRENCH SECTION 40k.PPI,IP REFER TO ARCHITECTURAL / PLA FOR INTERIOR SPOT.-' GRADE ELEVATIONS -AND RAMP SLOPES 1N, THIS AREA, ,r(P. VERIFY EXISTING. FFE INMELD. ,47 /' • Ay' AIL ROOM lit. = ; • j = r-1 • = 24.52 24.38 REFER TO ARCHITECTURAL PLANS FOR INTERIOR SPOT FFE IN FIELD. GRADE ELEVATIONS AND RAMP SLOPES IN THIS AREA, lYP. VERIFY EXISTING 24.60 • • P P= -a • 1 24.44 FLUSH CURBING AT TREE PITS, TYP. SEE DETAIL. „ 24.80 25.75 =1: ,• \ d\ „ !! 11 ,,3• ' ,, \ r.,-; , / ,: ' ' '• ' ''Y' ''V,,tMSN..T-g,Z2CV,'ZakM,42,, ' ' ,' ,', ,,lam.71--(:.k' 1,,,„'' ^ N:: 1 i- 1 T-. 1 i , „ . 7 ' 71; -. ., . ......, . , , • 1 1 k X=Min'W,ACIt...Xtk'L'‘q•11.1.L.M.:;;,;'.' 'W. '''4":''-": . ,- .--, N • 6, .‘ 6 ' . , • .„ .„ • .€ 25.59 25,48 24:85 24.96 P . , / 24.70 -I 4.81-/ FLUSH CURBING AT TREE PITS, TYP. SEE DETAIL. WASHINGTON STREET (PUBLIC - VARIABLE WIDTH) 25.10 25.65 • CIL . 4 I / 25.92 25.75 --- ' 4,4 PRECAST DRAIN MANHOLE „ TC=25.65 BC=25.15 25.00 - 25.10 25.50 25.62 TC=25.50 BC=25.00 25.58 25.81 25.66 EX. DMH (DM1247) RIM=24.74(EX) INV. IN=19.63(DMH-2) INV. IN=19.14(REC-EX) INV. OUT=19.04(REC- EX) 20 LF 15" HDPE S=1.0% TC=25.60 25.70 25.56 25.46 25.36 25.17 25.00 25.00 24.52 LEGEND DRAIN MANHOLE CATCH BASIN WATER QUALITY UNIT DRAIN LINE 5' CONTOUR 1' CONTOUR SPOT GRADE 1 INFILTRATION SYSTEM DETENTION PIPE FLOW DIRECTION 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. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1-800-344-7233 SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 GRAPHIC SCALE Architecture Site Planning Project Management • • I FIT FJL UJ cnci) Lu cC a cp CC cp cr Co .4r SCALE: 1" = 10' PROJECT#: MAR 22,2019 BUILDING PERMIT SET 65 WASHINGTON STREET, L.L.C. 0 REGISTRATION: GRADING & DRAINAGE PLAN REGIS SSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: C-103 BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 ( IN FEET 1 inch = 10 ft. ELECTRICAL CONDUIT BELOW GRADE (FINAL LOCATION AND SIZE TO. BE DETERMINED BY SERVICE PROVIDER) TIE ELECTRICAL SERVICE TO EXISTING HAND HOLE PER SERVICE PROVIDERS STANDARDS ELECTRICAL TRANSFORMER ON CONCRETE PAD MOUNT (FINAL LOCATION AND SIZE TO BE DETERMINED BY SERVICE PROVIDER) z D SMH-1 RIM=25.25 INV.IN=1 1.81(BLDG) z INV.OUT=11.65(EX) X 4OLF 6" CLDI FIRE SERVICE LINE WITH 6" WATER GATE (FINAL . SERVICE SIZE AND LOCATION TO BE DETERMINED BY SERVICE PROVIDER) REPLACE 15LF OF EXISTING 8" WATER MAIN WITH NEW 8" CLDI, USE MECHANICAL JOINTS. (SEE NOTE 4) THRUST BLOC DIG SAFE 8" GATE VALVE AT MAIN w- W-D 8" GATE VALVE AT MAIN 40 LF'.4" CLDI DOMESTIC WATER SERVICE WITH 4" WATER GATE (FINAL SERVICE SIZE AND LOCATION TO BE DETERMINED BY SERVICE PROVIDER) SEE GRADING AND DRAINAGE PLAN, SHEET C-103, TYP. BOLLARD, TYP. ELECTRICAL -CONDUIT (FINAL LOCATION AND SIZE -TO -BE DETERMINED BY SERVICE PROVIDER) - 3 7`t.1 6 S=1.0% 3 LF 6" PVC S=2.0% -- BUILDII C -SEWER 6"INV.t UT=i2..00 (SEE PLUMBING GASH -OIL INTERCEPTOR (.wy.:w:.: . 4"INV.OUT=12.00 ;SEE PLUMBING PLANS) 2 LF. 4" ° PVC, S=2,0% GAS SERVICE LINE WITH GAS VALVE (FINAL SERVICE SIZE AND LOCATION TO BE DETERMINED BY SERVICE PROVIDER) GAS METER 1NAL METER,,= COUi T ANC _., . ATIoN TO 1 R IINEi - Y-SERVIGE I WATER METERS INSIDE TRASH/UTILITY ROOM (FINAL METER LOCATION TO .BE. DETERMINED BY SERVICE PROVIDER) I r ��ASHII�I CON STREET (PUBLIC — VARIABLE WIDTH) IZ to r r) (a) I'll (I) to tri j- EXISTING HYDRANT TO REMAIN UNDISTURBED DURING CONSTRUCTION LEGEND SEWER MANHOLE SEWER CLEANOUT SEWER VENT SEWER LINE SEWER FORCEMAIN CONCRETE PIPE ENCASEMENT WATER LINE WATER (FIRE SERVICE) WATER (DOMESTIC SERVICE) WATER VALVE HYDRANT WATER LINE REDUCER GAS LINE GAS VALVE SEPTIC/HOLDING TANK GREASE TRAP LIGHT FIXTURE OVER HEAD WIRE UTILILTY POLE FM rzcamz w-F W—D WV 1r7o p CV 000 OHW ELECTRIC MANHOLE/SPLICE BOX SWITCHING STATION HAND HOLE ELECTRICAL CONDUIT LIGHTING CONDUIT IRRIGATION SLEEVE ELEC/TELE/CABLE CONDUIT TELE/CABLE CONDUIT TELE/FIRE CONDUIT NOTES: HH ® E ®E saraseaveli ®E ® E simeasora ® E-T-C ® T-C ®T-C simielmases w ane T-F ®T-F seassisms 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. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1-800-344-7233 SALEM DEPT. OF PUBLIC WORKS: 1-978-774-3302 4. THE PROPOSED WATER WORK ON FEDERAL STREET TO BE PERFORMED AT NIGHT. CONTRACTOR TO COORDINATE WITH CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. 5. ALL REPAVING SHALL BE PERFORMED TO THE STANDARDS AND REQUIREMENTS OF LOCAL APPROVAL AUTHORITY. GRAPHIC SCALE 0 lu IL Cr)Cli 0 CC a_ PROGRESS SET Co 0 CV LLI i- Architecture Site Planning Project SCALE: 1" = 1 0' PROJECT#: H W w PH (/ ) o ti rn w CO� Q w � J r .............. . REGISTRATION: 65 WASHINGTON STREET, L.L.C. DRAWING TITLE: Po 4.0 Cu ® X 0) 1/40 01 CS 701 GI X 0.1 UTILITIES PLAN REGISTERED ! SIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: C-104 BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 ( IN FEET ) 1 inch = 10 ft. l 0LTI N) LANDSCAPE AREA /////. .440444. SAWCUT PATTERN AS INDICATED ON DRAWINGS FINISHED GRADE & SURFACE CONDITION AS AS SHOWN ON DWGS CONCRETE PAVEMENT REFER TO CONCRETE SIDEWALK DETAIL CONL c i c SAWCUT JOINT CONTROL NOT TOSCALE 15" DIAMETER 6"x36" MIN.. -0---CHAMFER ALL EDGES HORIZONTAL ACCENT RECESS SMOOTH FINISH, DARK GRAY COLOR FOUR (4) 1" DIA. x 12" LONG STAINLESS STEEL DOWELS, EPDXY IN PLACE (OR MANUFACTURER'S RECOMMENDED CONNECTION HARDWARE) 8" -COMPACTED GRAVEL BORROW (MHD M 1.03.0 TYPE "B") COMPACTED SUBGRADE GRANITE PIER DETAIL NOT TO SCALE ANULAR.. BASE .. COURSE PER. GEOTECH 'SUBGRADE COURSE PER GEC- TECH REPORT / 6" TOPSOIL/ MULCH OVER SLAB 24" THICK /CONCRETE SLAB 4,000 PSI MIN. '::`'•. A B C NOTES: 1. SURFACE COURSE, BASE, AND SUBGRADE SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDITIONS AND/OR METHODS. 2. SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY (AS DETERMINED BY ASTM D1557). 3. COORDINATE PAVEMENT DETAIL WITH GEOTECHNICAL ENGINEER. STANDARD DUTY PAVING A= 1.5" ASPHALT CONCRETE - SURFACE COURSE (M.3.11.0, TABLE A, TOP COURSE) 1.5" ASPHALT CONCRETE - BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) B= 4" BASE COURSE (MHD 2.01.7) C= 12" SUBBASE COURSE (MHD 1.03.0, TYPE B) HEAVY DUTY PAVING A= 2" ASPHALT CONCRETE - SURFACE COURSE (M.3.11.0, TABLE A, TOP COURSE) 2" ASPHALT CONCRETE - BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) B= 6" BASE COURSE (MHD 2.01.7) C= 15" SUBBASE COURSE (MHD 1.03.0, TYPE B) STANDARD/HEAVY DUTY BITUMINOUS PAVEMENT NOT TO SCALE 4" - 5" THICK 4,500 PSI CONCRETE 28 DAY STRENGTH TOP OF CURB AND TOP OF SIDEWALK BRICK MUST ALIGN AT ALL LOCATIONS 6"X6" W.W.M. (1" CLEAR ON ALL SIDES) WIDTH VARIES (SEE PLAN) /SLOPE SIDEWALK ® 1.5% PER FOOT MAX. (TYP.) 4" PREMOLDED JOINT FILLER (TYP.) SEE CURBING DETAIL N 8" GRATE 1" REBAR FOR LIFTING AND REMOVAL DUMP STRAP (2) SILTSACK 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 Sc PROPOSED BASINS EXISTS. INLET PROTECTION NOT TOSCALE STOP LINE 4' (TYP.) 24" (TYP.) SEE SIDEWALK TRANSITION DETAIL NOTE: I- m 12" TYP. WIDTH VARIES SEE LAYOUT PLAN 1. LANE LINE STRIP: THIS IS LOCATED IN THE LINE WITH EACH LANE LINE AND HALF THE STRIP ON EACH SIDE. 2. MID LINE STRIP: THIS IS LOCATED MIDWAY BETWEEN EACH LANE LINE STRIP. CROSSWALK STRIPING - CONTENTAL NOT TOSCALE 2'4" (MIN) 0 0 0 0 r o 0 7' (MIN) 90' CUT OPTION ) 100 *IN LEDGE DRILL ' ° ' & GROUT TO A MIN OF 2' 3.125" .164" 1.25" STANDARD SIGN POST NOT TO SCALE LENGTH: AS REQUIRED WEIGHT PER LF: 2.50 LBS (MIN) HOLES: i" DIAMETER, 1" C-C FULL LENGTH STEEL: SHALL CONFORM TO ASTM A-499 OR ASTM A-576 FINISH: SHALL BE PAINTED WITH 2 COATS OF AN APPROVED MEDIUM GREEN, BAKED ON OR AIR DRIED, PAINT OF WEATHER RESISTANT QUALITY. SIGN POSTS NOT TO SCALE BRICK BED TO BE /1" (+/- i") STONE DUST SETTING BED. POLYMETRIC SAND FOR JOINTS, SEE NOTE #5. TYPICAL 6PAVEMENT t SECTION • :.=� � •t•• t•r.:= 12" CONCRETE SIDEWALK WITH BRICK EDGING - NO PAVERS AT DOOR THRESHOLDS / STOOP NOT TO SCALE 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. SWEEP & REFILL RG+ POLYMERIC SAND, (COLOR TO BE APPROVED BY OWNER) AS AVAILABLE FROM TECHNISEAL, (1-800-465-7325) INTO HAND TIGHT JOINTS OF BRICK BANDING. REPEAT AS NECESSARY TO FILL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 1� i i i �G" N N ECB PROPOSED STOCKPILE AREA EROSION CONTROL BARRIE1 INSTALLED DOWN SLOPE OF PROPOSED STOCKPILE AREA i i z / i V V i 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 HAY 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 HAY MULCH (AT 100LB/1,000 SF) OR AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. STOCKPILE PROTECTION NOT TOSCALE HI II I 11 Idl #4 SMOOTH DOWEL AT 3' ON CENTER WITH 6" EMBEDMENT - INTO CONCRETE SLAB AND BUILDING FOUNDATION. BUTT JOINTS, SWEEP AND FILL JOINTS - WITH POLYMERIC SAND. 4" MINIMUM THICKNESS CONCRETE SLAB. - CONCRETE SHALL BE 4,000 PSI. 2" DIAMETER WEEP HOLES EVERY - 50 SQUARE FEET. FILL WITH CLEAN CHIP AGGREGATE, NO FINES. COVER OPENING WITH NON -WOVEN GEOTEXTILE. V.G.C.-►� (SEE DETAIL) PAVEMENT 11)iII1I_LII }IL SOLDIER COURSE ALONG CURBING. .“(SEE CURB DETAIL):;' MPACTED 'SUBGRADEs - "CITY HALL PAVERS" OR APPROVED EQUAL BRICK 1"(± i")- STONE DUST SETTING BED { TA P -3•0111404,011ad log WIDTH VARIES 8" COMPACTED GRAVEL BORROW (MHD M1.03.0 NOTES: TYPE "B") 1. SIDEWALKS SHALL MATCH WIDTH AND SLOPE OF EXISTING SIDEWALKS UNLESS REVISION IS NECESSARY TO COMPLY WITH ADA/AAB REGULATIONS OR OTHERWISE NOTED. \ 1.5% MAX. CROSS SLOPE 6"x6" W.W.M.- (1" CLEAR ON ALL SIDES) BRICK BANDING SIDEWALK CROSS SECTION WITH CEMENT BASE DETAIL NOT TO SCALE STEEL BOLLARD CAP 6"0 SCH 40 GALV. STEEL PIPE FILLED WITH CONCRETE (3000 PSI) PAINT REFLECTIVE YELLOW FINISHED GRADE 11;-: ti// 3000 PSI CONCRETE BASE NOTES: -ALL EXPOSED PIPE SHALL BE PAINTED WITH CATALYZED EPDXY PAINT. (COLOR AS DIRECTED BY ENGINEER) -A BITUMASTIC COATING SHALL BE APPLIED TO ALL PIPE BELOW GRADE 4 • . a " (MIN.)///// (MIN.) (MIN.) 1'-6" (MIN.) CONCRETE FILLED BOLLARD AT TRANSFORMER or) NOT TO SCALE NOTES: 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE) GRAVITY PIPE (SEWER Sc DRAIN) - SEE PLAN OR PROFILE PRESSURE PIPE UNDER PAVING - 4' PRESSURE PIPE BENEATH UNPAVED - 3' WATER PIPE - 5' 2. WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 TO 95% STANDARD PROCTOR. AASHTO T-99. ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE FLOWABLE FILL. VERIFY WITH MUNICIPAL ENGINEER. 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUBGRADE LEVEL FOR NEW UTILITIES, THE FILL SHOULD BE OVER -EXCAVATE, THE SUBGRADE SHOULD BE RE -COMPACTED, AND BACKFILL CONSISTING OF PIPE BEDDING MATERIAL, CRUSHED STONE OR OTHER SUITABLE GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT DEPTH TO CREATE A FIRM AND STABLE SUBGRADE (TYPICALLY 12 TO 18 INCHES OVER -EXCAVATION). 5. REFER TO PAVING, CURBS, WALKS AND DRIVEWAY DETAILS. 6. REFER TO LANDSCAPING DETAILS. FILTER FABRIC USE SOIL TYPE ABOVE GROUND WATER SILT OR CLAY GRANULAR SOIL FILTER FABRIC FILTER FABRIC NOT REQUIRED NOT REQUIRED TREE DRIPLINE METAL STAKE 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. (TYP.) /- METAL POSTS I TEMPORARY CONSTRUCTION FENCE TEMP. CONST. FENCE / TREE PROTECTION NOT TO SCALE 6"x 12" VERTICAL - GRANITE CURB REVEAL VARIES 4" MIN. TO 9" MAX. (UNLESS OTHERWISE SHOWN ON PLAN VIEW) ROADWAY PAVEMENT (SEE PAVING DETAIL) L I 1 I I COMPACTED GRAVEL BASE (SEE PAVING DETAIL) COMPACTED SUBGRADE 6" MIN. 111111111111111111111111111. - BRICK SIDEWALK 6" MIN. I I / III I..1 f (SEE BRICK SIDEWALK DETAIL) -4" MINIMUM THICKNESS CONCRETE SLAB. CONCRETE SHALL BE 4,000 PSI. (SEE BRICK SIDEWALK DETAIL) 040', WitAM • OiVAPOINV40010 l IVAVAIrjik; At St 0 aZed ravtdritedra tee tria 8" COMPACTED GRAVEL BORROW (MHD M1.03.0 TYPE "B") 4,000 PSI MINIMUM CEMENT CONCRETE CRADLE NOTES: 1. SAW -CUT PAVEMENT A MINIMUM OF 6" FROM CURB LINE AND REMOVE GRAVEL BASE. REPLACE WITH 4,000 PSI MINIMUM CEMENT CONCRETE. HOT MIX ASPHALT SHALL NOT BE USED AS A SUBSTITUTE. In Lil 12" MIN. 2" 4" MIN. VERTICAL GRANITE CURB DETAIL NOT TO SCALE VARIES TRANSFORMER TRANSFORMER WIDTH GENERATOR PAD SIZE PER SERVICE PROVIDER 8" (N(1M) 1 1 -GRANITE CURB EXISTING OR PROPOSED DEPENDING 0LOCATION i CONCRETE SIDEWALK BROOM FINISH, SMOOTH BORDER `,-•-- BRICK EDGING BRICK TO MATCH BUILDING/CITY OF SALEM SIDEWALKS COLOR SELECTION TO BE APPROVED BY LANDSCAPE ARCHITECT/OWNER BEFORE CONSTRUCTION CONCRETE SIDEWALK BROOM FINISH, SMOOTH BORDER NOTE: 1. BRICK COLOR TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT. PROVIDE SAMPLES AND SHOP DRAWINGS OF BRICK PAVERS TO OWNER FOR APPROVAL PRIOR TO ORDER. 2. CONTRACTOR TO BUILD ONE SAMPLE BRICK AND CONCRETE SIDEWALK PANEL FOR APPROVAL BY A&M PRIOR TO PROCEEDING WITH REMAINING WORK. CONCRETE SIDEWALK WITH BRICK EDGING - PLAN VIEW 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 M 140/ASTM D997, OR AASHTO M208/ASTM D2397, SS-1 H, CSS-1, OR CSS-1 H. I � I EQUIPMENT PAD 6" CONCRETE SLAB (LENGTH AND WIDTH VARY) 6x6-W2.9xW2.9 WWM 4,500 P.S.I. (MIN.) STRENGTH • 'G NOTES: 1. REFERENCE MECHANICAL/ELECTRICAL ENGINEER'S PLANS FOR ANY PIPE, CONDUIT AND GROUND WIRE LOCATIONS. 2. CONCRETE PAD AND BOLLARDS SHALL BE INSTALLED PER UTILITY PROVIDER REQUIREMENTS. ,J TRANSFORMER PAD NOT TOSCALE SECTION UNDER ROADWAY OR SIDEWALK SECTION UNDER GRASS ROADWAY OR SIDEWALK / (NOTE 5) PAVEMENT BASE COURSE COMMON FILL AND ON -SITE FILL MATERIAL GEOTECH NICALLY SUITABLE FOR REUSE ON -SITE AS BACKFILL 3/4" CRUSHED STONE BEDDING USED FOR RCP, HDPE, PVC AND DI PIPES. OTHER MATERIALS PER MANUFACTURER RECOMMENDATIONS FILTER FABRIC (SEE TABLE) '\ UTILITY IDENTIFICATION TAPE LANDSCAPING (NOTE 6) UNDISTURBED MATERIAL MIN MUM BURIAL DEPTH - SEE NOTE 1 (FINISH GRADE TO TOP OF PIPE) 16" MIN. IN EARTH PIPE DIAMETER SAW CUT EDGES `e SEE STANDARD PAVEMENT DETAIL COVER TO BE LETTERED "DRAIN" (3" HIGH) 0 Liu cc LLJ NON -SHRINK MORTAR FILL La 0 AROUND co w (r) 0 CLEAN JOINT OF ALL DEBRIS AND PROVIDE TACK COAT 111, PROPOSED GRAVEL BASE sit; 12" MIN. PAVEMENT KEY CUT NOT TO SCALE IN. 48" DIA. (MIN.) 24" 0 MANHOLE FRAME 8c COVER TO BE NEENAH FOUNDARY R-1720-A, H-20 LOADING (OR APPROVED EQUAL) \--ADJUST TO GRADE WITH BRICK SET IN FULL MORTAR BED OR PRECAST CONCRETE RINGS MAX 12" ADJUSTMENT ALUMINUM STEPS 0 3" 010 IN siNVER11 INVER IN 01 IT 'REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO ASTM C478. STEEL REBAR PER ASTM MORTAR JOINT (TYP.) Q,,,,/"DRAIN PIPE (DIAMETER ' VARIES) UTSIDE DIAMETER PLUS 2 INCHES 12" MIN M2.01.4 CRUSHED STONE 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. WEEP HOLES EVERY 50 SF. PRECAST DRAIN MANHOLE NOT TO SCALE 12" CROSS SLOPE 12"X12" GRANITE PAVERS 1" (+/- 3") STONE DUST SETTING BED x \--NON-WOVEN GEOTEXTILE 4" MIN. THICKNESS CONC. SLAB 4,000 PSI. 6"X6" W.W.M. (1" CLEAR ON ALL SIDES) NOTES: 1. PAVER COLOR TO BE SELECTED BY OWNER AND ARCHITECT. PROVIDE SAMPLES AND SHOP DRAWINGS OF PAVERS TO OWNER FOR APPROVAL PRIOR TO ORDER. 2. SWEEP & REFILL RG+ POLYMERIC SAND, (COLOR TO BE APPROVED BY OWNER) AS AVAIMBLE FROM TECHNISEAL, (1-800-465-7325) INTO HAND TIGHT JOINTS. REPEAT AS NECESSARY TO FILL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. PROTECT GRANITE PAVER SURFACE WITH URETHANE SCUFF PAD DURING COMPACTION. 4. WEEP HOLES TO BE FILLED WITH CLEAN CHIP AGGREGATE, NO FINES. COVER OPENING WITH NON WOVEN GEOTEXTILE. CD cif r==', Architecture Site Planning Project Management CI CID CD 1 SCALE: AS SHOWN PROJECT#: Liu Ct 0 0 <1; (,) CD < (1) (c) i(f) 65 WASHINGTON STREET, L.L.C. REGISTRATION: tfl d Ul 617.581.6611 oo tr) REGISTERED FESSIONAL ENGINEER FOR ALLEN 8c MAJOR ASSOCIATES, INC. DRAWING #: C-501 BELOW GROUND WATER FILTER FABRIC FILTER FABRIC REQUIRED NOT REQUIRED TRENCH SECTION NOT TO SCALE GRANITE PAVERS - BENCH AREA , ART SCULPTURE AREAS ONLY NOT TO SCALE PIPE DIAMETER 6" 8" 10" 12" ‘1, MINIMUM THRUST 90' BEND 45' BEND (SQ. FT.) (SQ. FT.) 5 9 13 20 3 6 7 10 BLOCK BEARING AREAS 22.5' BEND TEES, PLUGS, CAPS & (SQ. FT.) HYDRANTS (SQ.FT.) 3 4 3 4 5 9 12 16 SOFT CLAY 4 SAND 2 SAND & GRAVEL 1.33 SHALE 0.4 NOTES: 1. ALL WATER MAIN FITTINGS, BENDS, TEES, PLUGS ETC. SHALL BE RESTRAINED W/ THRUST BLOCKS EXCEPT WHERE NOTED. 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTURBED EARTH. 3. SIZE OF CONCRETE THRUST BLOCKS SHALL BE AS NOTED BELOW. 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLOCK 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: 7. ALL CAST -IN -PLACE THRUST BLOCKS SHALL BE FORMED UP WITH PLYWOOD SO THAT CONCRETE IS NOT CAST AROUND FITTINGS OR MECHANICAL JOINTS. 3/4" LACING RODS EYE BOLT 2 NUTS PER BOLT MECHANICAL JOINT GATE OR FITTING PIPE SIZE No. LACING RODS 4'', 6" & 8" 2 - 3/4" ' 10" & 12" 4 - 3/4" 16" 4 - 3/4" • 20" 6 - 3/4" • * STANDARD LENGTHS ARE 6' & 10'. COUPLINGS MAY BE LENGTHS. THRUST BLOCK NOT TO SCALE USED FOR LONGER NOTES: 1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 125 P.S.I. IN MAIN. 2. EYE -BOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL. 3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 36,000 P.S.I. 4. EYE -BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 7,000 LBS. EACH. 15" HDPE OUTLET PIPE TO DMH WITHIN CHURCH ST.- B WEIR W/ 9"0 DRILLED ORIFICE MECHANICAL JOINT LACING NOT TO SCALE A A 12" HDPE- FROM UIS#1 BROAD CRESTED-N RECTANGULAR WEIR CREST ELEV: 23.50 .1 . . \ CONCRETE THRUST BLOCK PLAN CONCRETE THRUST BLOCK -FLAG ROCK PLUG TEE PLAN z- CATCH BASIN C..„..\L1OVER GRATEAND GRADEADJUSTERS ••• TO SUIT FINISHED •-;?, GRADE to 4 4 4 24" '4 11111.0111 [7::. • . </Z 4 1 1, LJ 17"O INI FT DOWNPIPE (REMOVEABLE) 4"0 OUTLET - RISER PIPE 48”0 -44 ' L 4 , tool - 4"0 PVC PIPE 7..-' 4 MIN. 15" HIGH . <1 W/ 4" CAP /- STORM CEP TOR / INSERT 4 :d • 'L SECTION THRU CHAMBER RIM ELEV: 24.75 5" /- 9"0 WEIR ORIFICE / INV=20.45 15" OUTLET - INV.=20.22 12" INLET HEADER FROM UIS-1 INV.=20.22 12" OF 3/4" STONE ELEVATION A -A OUTLET CONTROL STRUCTURE #1 NOT TO SCALE OUTLET tO co, 4' DIA 1.0' VARIES TO MATCH GRADE ELEVATION B-B CONCRETE THRUST BLOCK BACK FILL ELEVATION CONCRETE THRUST BLOCK d ELEVATION I d 1 1 1 1 NOTE : • 2. 3. 4. 5. 4.5% MAX SLOPE CURBING PER - PLANS SLOPE CURBING TO MATCH GUTTER DETECTABLE WARNING PAVERS ‘- TYPICAL ROAD WAY._.) SECTION VARIES SEE PLAN PLAIN CEMENT CONCRETE SURFACE 7.5% MAX SLOPE III- --iiiTAILLIIELliiiiire-"=-Teltirli=iiiiiiiilk.16 1.5% MAX 1 DSILROEPcETH 10ANLLs 4111-11-ii7:1;':' SLOPE i - ill."111!=::!-Liinli_iNt=-Hi= 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. SEE PLAN 5 (MIN) DETECTABLE WARNING PAVERS 2' MIN SECTION VIEW .1 1 APPLICABLE. THE COVER SHOULD BE POSITIONED OVER THE 24''0 OUTLET RISER PIPE AND THE 6”0 OIL PORT. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR FURTHER DETAILS NOT LISTED ON THIS DRAWING. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. STORMCEPTOR STC450i NOT TO SCALE RIM ELEV: 24.75 WEIR ELEV=23.50 ,--9"0 WEIR ORIFICE INV.=20.45 12 HDPE INLET HEADER PIPE INV.=20.22 12" OF 3/4" STONE SEE TYPICAL STANDARD PAVEMENT DETAIL SEE NOTE 2 4"0 OIL PORT 4"0 OUTLET RISER PIPE INSERT TEE HERE (TEE OPENING TO FACE SIDE WALL) PLAN VIEW VERTICAL BACK OPTIONAL 7177- 9 TYPE - 2 6U TLET 2" R= 8" TYPE - 3 PS '4\ iFINISHED GRADE, SEE SITE PLANS FOR MATERIAL BITUMINOUS CONCRETE CURB NOT TO SCALE 1.5% MAX VARIES SEE PLAN 8" GRAVEL BORROW , ; 11.!5 PEMAX 311.- 4.5% MAX SLOPE 1.5% MAX SLOPE .`" • •• . „ •41•11,11.6,11,1,0 CURBING PER PLANS 11,11411-41411:1FL E'L"=1:: II! 1 7.5% MAX SLOPE SO -CURBING PER PLANS SEE PLAN 3.3' MIN. NOTES: THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 1. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF SURFACE AND FOUNDATION. 2. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. 3. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. 4. THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. CONSULT CIVIL ENGINEER PRIOR TO MAKING ANY MODIFICATIONS. WHEELCHAIR RAMP NOT TO SCALE ELEV. 19.75 BOT. SYSTEM ELEV. 17.75 BOT. STONE EXISTING UNDISTURBED MATERIAL MIN If COVER I. , • : FINISHED GRADE VARIES - SEE GRADING AND DRAINAGE PLAN SEE STANDARD PAVEMENT DETAIL (3)-36"0 PERFORATED CORRUGATED METAL PIPE (SEE DRAINAGE PLAN FOR LAYOUT AND PIPE LENGTHS) BACKFILL WITH CLEAN FILL MATERIAL. MIN. 12" SIDE STONE EITHER SIDE. 15" INV. OUT=20.50 12" INV. IN=20.25 GEOTEXTILE FABRIC LINER 24" CLEAN ANGULAR CRUSHED STONE BED NOTES: 1) SEE A&M DRAINAGE PLANS FOR ALL INVERTS & ELEVATIONS. 2) MINIMUM 12" COVER TO BOTTOM OF RIGID PAVED SURFACE. 3) CONTRACTOR SHALL ADHERE TO ALL OF MANUFACTURERS RECOMMENDED INSTALLATION PRACTICES. CMP INFILTRATION SYSTEM: GENERAL CROSS SECTION FRAME AND COVER SHALL BE LEBARON LK110 MARKED SEWER OR APPROVED EQUAL 8" -2'-0-1 8" ADJUST RIM TO REQUIRED GRADE WITH A MINIMUM OF 2 COURSES OF BRICK MASONRY OR • REINFORCED CONCRETE GRADING RINGS PRECAST REINFORCED CONCRETE MH CONE PRECAST REINFORCED----...„,, CONCRETE MH BARREL BUTLY RUBBER SEALANT (TYP) 5" MIN NOTES: STEPS 4' DIA. 5' DIA. 1MORTAR 11" MAX 3' OR 4' COMBINATION OF 1,2,3 OR 4' LENGTHS 1. ALL EXTERIOR SURFACES OF MANHOLE GRADE ADJUSTMENT COURSES SHALL BE COVERED WITH i" TO MASONRY CEMENT PLASTER PRECAST CONCRETE SEWER MANHOLE NOT TO SCALE JIMIMISIL BRICK SOLDIER COURSE ALONG CURBING MMMMMMMMMM 44 MMMMMMM / VARIES //://7/ • •• • • .<1 • . 4 6"x12" VERTICAL GRANITE CURB (SEE DETAIL) LENGTH VARIES TREE // PIT FLUSH SET / 6"x12" GRANITE CURB , 4 " O . • A. • b ' ;4, • • ° • • 4 4. FLUSH SET,4 SS St • • GRANITE• CURB - • - '4\ BUILDING FOUNDATION OR = SIDEWALK EDGING (SEE DETAIL) CONCRETE SIDEWALK WITH BRICK BANDING. REFER TO BRICK SIDEWALK DETAIL FOR - ADDITIONAL INFORMATION. SIDEWALK LAYOUT WITH TREE PIT DETAIL NOT TO SCALE OSE IDYF011e Management 0 Architecture Site Planning CM CO I C7) ! CO 1 CZ) I I C\I 1 1 1 SCALE: AS SHOWN PROJECT#: 65 WASHINGTON STREET, L.L.C. REGISTRATION: CIVIL DETAILS REGISTERED PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCATES, INC. DRAWING #: C-502 , I 13- .201 39 ALL TREES, SHRUBS, PERENNIALS AND SOD TO RECEIVE IRRIGATION TYP. SEE NOTE # 19. LOAM 8, SOD TYP. ALL TREES, SHRUBS, PERENNIALS AND SOD ON FEDERAL STREET TO RECEIVE IRRIGATION TYP. SEE NOTE #19. 6' WOODY BENCH BY MMCITE.COM SEE DETAIL SHRUB PLANTING DETAIL TOPSOIL FOR LAWN, TREES, SHRUBS, & PERENIALS DECIDUOUS TREE PLANTING DETAIL DIG SAFE 3IM 3HY TC 13P0 4HY 5RP 6TG 70PT r8AT 8AT - 5CI- 5AD - 2OHL 8AT 8AT 3QB 4RP 6OPT EVERGREEN TREE DETAIL IN //--3TG in N 3CI AA 13P0 —GREEN LIVING WALL ,BY OTHERS. r— NW�NER TO COORDN4ATE WITH ARCH., C TRACTOR FOR PLANTS, SOIL, IRRIGd STRUCTURE OF LIVING WALL. III III MI IN IN MI III MI MI IN MI III III MI GREEN LIVING WALL BY OTHERS. OWNER TO COORDINATE WITH ARCH., CONTRACTO 'FOR PLANTS, SOIL, IR STRUCTURE OF LIVING WALL. SCULPTURE BY OTHERS. OWNER TO COORDINATE WITH ARCH., CONTRACTOR AND CITY OF SALEM. 4IG PA ALL TREES, SHRUBS, PERENNIALS ALONG WASHINGTON STREET TO RECEIVE IRRIGATION TYP. SEE NOTE #19. CO N C.3 1 kvoimiLlivolv We'Skik � ■ —""`Ir v `. W, �11 11 MAIL ROOM 6LS SHRUB PLANTING DETAIL 2HK 4IG GG 0 li \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\" RETAIL 11051 ANNUALS FOR PLANTERS - TO BE REPLACED SEASONALLY BY PROPEIVY MANAGER - SEE PLANT SCHEDULE ANNUALS FOR PLANTERS - TO BE REPLACED SEASONALLY BY PROPERTY MANAGER - SEE PLANT SCHEDULE 110 8LS PA v DECIDUOUS TREE PLANTING DETAIL 2HK 4IG PA STRUCTURAL SOIL AT TREE PITS DETAIL T ��ASHII�I CON STREET (PUBLIC - VARIABLE WIDTH) I❑ z 5.7' 8LS err 4EP 4EP NO IRRIGATION PROPOSED ON CHURCH STREET. WATER EX. TREES THREE TIMES A WEEK UNLESS RAIN EVENT. SEE NOTE # 20. •EXISTING TREES TO REMAIN BY DECISION OF ARBORIST AND TREE WARDEN. SEE SITE PREPARATION PLAN FOR EX. TREE HEALTH NOTE. TREES THAT NEED REPLACEMENT WILL BE REPLACED WITH TC NOTED IN THE PLANTING SCHEDULE •EXISTING TREES TO REMAIN BY DECISION OF ARBORIST AND TREE WARDEN. SEE SITE PREPARATION PLAN FOR EX. TREE HEALTH NOTE. TREES THAT NEED REPLACEMENT WILL BE REPLACED WITH TC NOTED IN THE PLANTING SCHEDULE STRUCTURAL SOIL AT TREE PITS DETAIL TOPSOIL FOR LAWN, TREES, SHRUBS, & PERENIALS 10 4 LEGEND DECIDUOUS TREE EVERGREEN TREE FLOWERING TREE SHRUBS MULCH BED PERENNIALS/GROUNDCOVER C GENERAL NOTES: 0 i 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. GRAPHIC SCALE 5 10 20 rer ESUGIN ASSOC w 0 cc 0 w PROGRESS SET CO N Architecture Site Planning Project Management u L MAR 22,2019 BUILDING PERMIT SET SCALE: 1 "=10' PROJ ECT#: M CM _3 10 0) 10 +' u d L IJ1 +' d n• ^ ,, d 3 0 VD 3 • O) CU Z X d 617,581,6611 D CO N SALEM, MASSACHUSETTS 01970 65 WASHINGTON STREET, L.L.C. DRAWING TITLE: REGISTRATION: mr,usnP? ��d REGISTERED LANDSCAPE ARCHITECT FOR ALLEN & MAJOR ASSOCIATES, INC. LANDSCAPE PLAN DRAWING #: BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 ( IN FEET ) 1 inch = 10 ft. L-101 ©TISE DESIGN ASSOCIATES, INC 2019 -1 1 J DIG SAFE L_ ---- \A/ j 14 0 ♦♦♦♦♦♦♦♦ ♦♦♦♦A♦O♦♦♦O♦♦♦♦ ♦ ♦ ♦ r. • ♦ • • • • ♦ ♦ • • • II`1 Tf TT 2 PV 2 HB 1 CS 12 RA 3 CG 1 CS 3 PV Ali/ a//, ;%; 6 HM 3 HF �. ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ • ♦ i♦ ♦ ♦ • ♦ ♦ ♦ ♦ • • • • • • • • ♦♦♦♦♦♦♦ • 4`r -411140-0,6 ©©. — 3 CG MULTI -FAMILY RESIDENTIAL BUILDING BUILDING AREA=17,200± S.F. 5 STORIES RESIDENTIAL OVER 2 STORIES GARAGE / RETAIL FFE=E�STING ELEVATION F x �. II II I I I I O 3 HB ErD 2 CS 13 HM — 1 VY 2 HF 3 CG SEE NOTES 4 RA 4, & #5 TIP. SEE PLANS & DETAILS BY OTHERS. 3 PV X O C 1 L n 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. A&M'S SCOPE OF WORK FOR THIS ROOFTOP TERRACE LANDSCAPING IS LIMITED TO ONLY SELECTING PLANTS IN THE TWO FIXED PLANTERS & PROVIDING A RECOMMENDATION ON PLANTER SOIL MEDIA IN THE PLANTERS. ALL OTHER WORK IS BY OTHERS. THE WORK BY OTHERS INCLUDES BUT IS NOT LIMITED TO: ROOFTOP PLANTER DESIGN, STRUCTURAL ENGINEERING, STRUCTURAL SOIL CALCULATIONS, IRRIGATION DESIGN & SHOP DRAWING REVIEW, PLANTER WATERPROOFING, LEAK PROTECTION & DETECTION MEASURES, PROTECTION OF ROOFING MATERIALS IN BOTTOM OF PLANTER, ROOFTOP & PLANTER DRAINAGE, TIE DOWN SYSTEMS FOR ROOFTOP PLANTS, FURNISHINGS & ANY MOVABLE PLANTERS, GREEN ROOF OR PAVER/ TILE SYSTEMS, ROOFTOP SAFETY, GUARDRAIL & FALL PROTECTION MEASURES, DESIGN OF ADJACENT TERRACES, LIGHTING, AND EVALUATION OR COMPLIANCE WITH LOCAL, STATE OR FEDERAL REQUIREMENTS OR GUIDELINES. 4. FOR PLANT HEALTH, IT IS RECOMMENDED IRRIGATION IS ADDED TO THE PLANTERS. 5. FOR PLANTER MEDIA, A&M RECOMMENDS EITHER "ROOFLITE SEMI -INTENSIVE" OR "ROOFLITE INTENSIVE" DEPENDING ON FINAL HEIGHT OF PLANTER & AVAILABLE DEPTH FOR PLANTER MEDIA. BOTH PRODUCTS AS AVAILABLE FROM READ CUSTOM SOILS (AN A.D. MAKEPEACE COMPANY); 1-800-924-5335. PROVIDE SHOP DRAWING TO A&M FOR APPROVAL OF MEDIA PRIOR TO PURCHASE & ORDERING. TERRACE PLANTING SCHEDULE EVERGREEN TREES FB 12 FASTIGIATA BOXWOOD VY 2 TAXUS X MEDIA "VIRIDIS" SHRUBS CS 4 CORNUS SANGUINEA PERENNIALS/GRASSES AP BS CG HB HF HM HS PT PV RA 11 AJUGA REPTANS 8 CAREX GLAUCA 9 ARUNCUS DIOICUS 'KNEFFII' 8 HOSTA 'BLUE CADET' 5 HOSTA 'FRANCES WILLIAMS' HAKONECHLOA MACRA 'AUREOLA' 27 HEUCHERELLA 'STOPLIGHT' PACHYSANDRA TERMINALIS 'GREEN SHEEN' PANICUM VIRGATUM 'SHENANDOAH' 29 ASTILBE JAPONICA 'RHEINLAND' 25 80 8 BUXUS SEMPERVIRENS "FASTIGIATA" VIRIDIS YEW MIDWINTER FIRE DOGWOOD "BLACK SCALLOP" BUGLEWEED 3'-4' HT. 2' 0.C. POT 4'-5' HT. 2'-3' HT #2 BLUE SEDGE #2 CUTLEAF GOATSBEARD BLUE CADET HOSTA FRANCES WILLIAMS HOSTA GOLDEN VARIEGATED HAKONE GRASS STOPLIGHT FOAMY BELLS GREEN SHEEN JAPANESE SPURGE SHENANDOAH SWITCH GRASS RHEINLAND ASTILBE 5 #2 #2 #2 #2 #2 #2 #2 #2 AS SHOWN AS SHOWN 18" O.C. POT POT STAGGERED 12" 0.C. STAGGERED 24" O.C. STAGGERED 24" 0.C. STAGGERED 30" 0.C. STAGGERED 18" O.C. STAGGERED 10" O.C. STAGGERED 12" O.C. STAGGERED 30" O.C. STAGGERED 18" O.C. GRAPHIC SCALE 0 2.5 5 STAGGERED J 10 20 0 CC 0 ArchitectureSite Planning Project Managemen PROGRESS SET co 0 >- J SCALE: 1 "=5' DUILDHIO f L[1MIT+ET C) PROJECT#: MAR 22,2019 BUILDING PERMIT SET 246 Walnut Street Newtonville, Massachusetts 02460 X O CO CO LO ti CO CO CO CO ti CO Lo SALEM, MASSACHUSETTS 01970 65 WASHINGTON STREET, L.L.C. DRAWING TITLE: REGISTRATION: TERRACE LANDSCAPING REGISTERED LANDSCAPE ARCHITECT FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: L-102 BEFORE YOU DIG CALL 811 OR 1-888-DIG-SAFE 1-888-344-7233 ( IN FiIiIT ) 1 inch = 5 ft. ©TISE DESIGN ASSOCIATES, INC 2019 GENERAL NOTE # 3 ABOVE FOR DEPTHS SEED. SEE LANDSCAPE PLAN FOR TYPE IIIII1111VIJI/► 1111I11i111 AililIh,I\I1A01011IIWI��II►1� OFFSITE COMPACTED SCREENED TOPSOIL (NO STONES LARGER THAN 3/8") TEXTURE CLASS SAND SILT CLAY SIEVE 3/8" NO. 4 NO. 40 NO. 100 NO. 200 20 u m % OF TOTAL WEIGHT 45% - 65% 15% - 35% 5% - 20% % PASSING 100 85-100 60-85 38-60 10-35 LESS THAN 5% COMPACTED SUBGRADE SOILS. NOTES: 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 NOT TO SCALE 3 X DIA. OF 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 WARNING FLAG 18" ABOVE FINISH GRADE FINISH GRADE SET ANGLE OF GUYS TO ENTER GROUND AT LIMIT 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. NOTES: 1. ALL 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 © TOP Y3 OF ROOT BALL. IF SYNTHETIC, REMOVE ENTIRELY. 9" (MIN) OOT BALL 3 X DIA. OF ROOTBALL WITH SLOPED SIDES SHRUB PLANTING DETAIL NOT TO SCALE LANDSCAPE MANAGEMENT NOTES: LANDSCAPE MANAGEMENT PLAN IT SHOULD BE RECOGNIZED THAT THIS IS A GENERAL GUIDELINE TOWARDS ACHIEVING HIGH QUALITY AND WELL GROOMED LANDSCAPED AREAS. THE GROUNDS STAFF / LANDSCAPE CONTRACTOR MUST RECOGNIZE THE SHORTCOMINGS OF A GENERAL MAINTENANCE PROGRAM SUCH AS THIS, AND MODIFY AND/OR AUGMENT IT BASED ON WEEKLY, MONTHLY, AND YEARLY OBSERVATIONS. IN ORDER TO ASSURE THE HIGHEST QUALITY CONDITIONS, THE STAFF MUST ALSO RECOGNIZE AND APPRECIATE THE NEED TO BE AWARE OF THE CONSTANTLY CHANGING CONDITIONS OF THE LANDSCAPING AND BE ABLE TO RESPOND TO THEM ON A PROACTIVE BASIS. FERTILIZER MAINTENANCE PRACTICES SHOULD BE AIMED AT REDUCING ENVIRONMENTAL, MECHANICAL AND PEST STRESSES TO PROMOTE HEALTHY AND VIGOROUS GROWTH. WHEN NECESSARY, PEST OUTBREAKS SHOULD BE TREATED WITH THE MOST SENSITIVE CONTROL MEASURE AVAILABLE. SYNTHETIC CHEMICAL CONTROLS SHOULD BE USED ONLY AS A LAST RESORT TO ORGANIC AND BIOLOGICAL CONTROL METHODS. FERTILIZER, SYNTHETIC CHEMICAL CONTROLS AND PEST MANAGEMENT APPLICATIONS (WHEN NECESSARY) SHOULD BE PERFORMED ONLY BY LICENSED APPLICATORS IN ACCORDANCE WITH THE MANUFACTURER'S LABEL INSTRUCTIONS WHEN ENVIRONMENTAL CONDITIONS ARE CONDUCIVE TO CONTROLLED PRODUCT APPLICATION. ONLY SLOW -RELEASE ORGANIC FERTILIZERS SHOULD BE USED IN THE LANDSCAPED AREAS TO LIMIT THE AMOUNT OF NUTRIENTS THAT COULD ENTER DOWNSTREAM RESOURCE AREAS. FERTILIZATION OF DEVELOPED AREAS ON SITE WILL BE PERFORMED WITHIN MANUFACTURERS LABELING INSTRUCTIONS AND SHALL NOT EXCEED AN NPK RATION OF 1:1:1 (I.E. TRIPLE 10 FERTILIZER MIX), CONSIDERED A LOW NITROGEN MIXTURE. ADDITIONALLY, THE FERTILIZER WILL INCLUDE A SLOW RELEASE ELEMENT. SUGGESTED AERATION PROGRAM IN -SEASON AERATION OF LAWN AREAS IS GOOD CULTURAL PRACTICE, AND IS RECOMMENDED WHENEVER FEASIBLE. IT SHOULD BE ACCOMPLISHED WITH A SOLID THIN TINE AERATION METHOD TO REDUCE DISRUPTION TO THE USE OF THE AREA. THE DEPTH OF SOLID TINE AERATION IS SIMILAR TO CORE TYPE, BUT SHOULD BE PERFORMED WHEN THE SOIL IS SOMEWHAT DRIER FOR A GREATER OVERALL EFFECT. DEPENDING ON THE INTENSITY OF USE, IT CAN BE EXPECTED THAT ALL LANDSCAPED LAWN AREAS WILL NEED AERATION TO REDUCE COMPACTION AT LEAST ONCE PER YEAR. THE FIRST OPERATION SHOULD OCCUR IN LATE MAY FOLLOWING THE SPRING SEASON. METHODS OF REDUCING COMPACTION WILL VARY BASED ON THE NATURE OF THE COMPACTION. COMPACTION ON NEWLY ESTABLISHED LANDSCAPED AREAS IS GENERALLY LIMITED TO THE TOP 2-3" AND CAN BE ALLEVIATED USING HOLLOW CORE OR THIN TINE AERATION METHODS. THE SPRING AERATION SHOULD CONSIST OF TWO PASSES AT OPPOSITE DIRECTIONS WITH 1/4" HOLLOW CORE TINES PENETRATING 3-5" INTO THE SOIL PROFILE. AERATION SHOULD OCCUR WHEN THE SOIL IS MOIST BUT NOT SATURATED. THE CORES SHOULD BE SHATTERED IN PLACE AND DRAGGED OR SWEPT BACK INTO THE TURF TO CONTROL THATCH. IF DESIRED THE CORES MAY ALSO BE REMOVED AND THE AREA TOP -DRESSED WITH SAND OR SANDY LOAM. IF THE AREA DRAINS ON AVERAGE TOO SLOWLY, THE TOPDRESSING SHOULD CONTAIN A HIGHER PERCENTAGE OF SAND. IF IT IS DRAINING ON AVERAGE TOO QUICKLY, THE TOP DRESSING SHOULD CONTAIN A HIGHER PERCENTAGE OF SOIL AND ORGANIC MATTER. REMOVE SOIL FROM STEMS TO DETERMINE WHERE ROOT AREA BEGINS FINISHED GRADE LANDSCAPE MAINTENANCE PROGRAM PRACTICES: LAWN - MOW A MINIMUM OF ONCE A WEEK IN SPRING, TO A HEIGHT OF TO 2 1/2? HIGH. MOWING SHOULD BE FREQUENT ENOUGH SO THAT NO MORE THAN 1/3 OF GRASS BLADE IS REMOVED AT EACH MOWING. THE TOP GROWTH SUPPORTS THE ROOTS; THE SHORTER THE GRASS IS CUT, THE LESS THE ROOTS WILL GROW. SHORT CUTTING ALSO DRIES OUT THE SOIL AND ENCOURAGES WEEDS TO GERMINATE. - MOW APPROXIMATELY ONCE EVERY TWO WEEKS FROM JULY 1ST TO AUGUST 15TH DEPENDING ON LAWN GROWTH. - MOW ON A TEN-DAY CYCLE IN FALL, WHEN GROWTH IS STIMULATED BY COOLER NIGHTS AND INCREASED MOISTURE. - DO NOT REMOVE GRASS CLIPPINGS AFTER MOWING. - KEEP MOWER BLADES SHARP TO PREVENT RAGGED CUTS ON GRASS LEAVES, WHICH CAUSE A BROWNISH APPEARANCE AND INCREASE THE CHANCE FOR DISEASE TO ENTER A LEAF. SHRUBS - MULCH NOT MORE THAN 3? DEPTH WITH SHREDDED PINE OR FIR BARK. - HAND PRUNE ANNUALLY, IMMEDIATELY AFTER BLOOMING, TO REMOVE 1/3 OF THE ABOVE -GROUND BIOMASS (OLDER STEMS). STEM REMOVALS TO OCCUR WITHIN 6? OF THE GROUND TO OPEN UP SHRUB AND MAINTAIN TWO-YEAR WOOD (THE BLOOMING WOOD). - FERTILIZE WITH ih LB. SLOW -RELEASE FERTILIZER (SEE ABOVE SECTION ON FERTILIZER) EVERY SECOND YEAR. - HAND PRUNE EVERGREEN SHRUBS ONLY AS NEEDED TO REMOVE DEAD AND DAMAGED WOOD AND TO MAINTAIN THE NATURALISTIC FORM OF THE SHRUB. NEVER MECHANICALLY SHEAR EVERGREEN SHRUBS. TREES - PROVIDE AFTERCARE FOR NEW TREE PLANTINGS FOR THE FIRST THREE YEARS. - DO NOT FERTILIZE TREES, IT ARTIFICIALLY STIMULATES THEM (UNLESS TREE HEALTH WARRANTS). - WATER ONCE A WEEK FOR THE FIRST YEAR; TWICE A MONTH THE SECOND, ONCE A MONTH THE THIRD YEAR. - PRUNE TREES ON A FOUR-YEAR CYCLE. 4\4<• 6" MIN. TOPSOIL, NEW OR EXISTING PLANTING MIX BACKFILL SEE NOTES #2 &3 UNDISTURBED SOIL NOTES 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 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. LOAM AND SODDING NOTES CONTRACTOR SHALL SOD AREAS NOTED ON THE PLANS. SOD IS TO BE A BLEND OF FOUR TO FIVE CURRENT AND IMPROVED HYBRID BLUEGRASS AND FESCUE MIXES APPROPRIATE FOR BOTH SEMI -SHADED AND AREAS OF SUN. HYBRIDS MAY INCLUDE: BLACKSTONE KENTUCKY BLUEGRASS, AWARD KENTUCKY BLUEGRASS, CHALLENGER KENTUCKY BLUEGRASS, BLACKBURG II KENTUCKY BLUEGRASS OR COMPARABLE AND EQUAL BLUEGRASS HYBRIDS. 1.SOD SHALL BE HIGH QUALITY, NURSERY GROWN ON CULTIVATED MINERAL AGRICULTURAL SOILS. SOD SHALL BE MOIST, AND MACHINE CUT AT A UNIFORM SOIL THICKNESS OF AT LEAST %" AT TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL INCLUDE TOP GROWTH AND THATCH. SOD SHALL BE FREE OF DISEASES, WEEDS, BARE SPOTS, OR INSECTS. 2. SODDING TO BE COMPLETED "IN SEASON" BETWEEN APRIL 1 TO JUNE 15 OR AUGUST 15 TO OCTOBER 1, EXCEPT FOR RE -SODDING OF BARE SPOTS. IF UNABLE TO SOD 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 -SODDING 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 SQ. 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) 10%, PHOSPHORUS (P) 6%, POTASH (K) 4%. LIME SHALL BE AN APPROVED AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85% 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. 4. CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, AND RE -SODDING OF LAWN BARE SPOTS UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. RR 5 RP 9 HK 4 TG 14 LANDSCAPE NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY 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 CONFLICTS 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 LANDSCAPE ARCHITECT. 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 ESTABLISHED 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 UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. SPOTS UNTIL A 17. ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 24" 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. AS THERE IS NO PROPOSED IRRIGATION SYSTEM ON CHUIRCH STREET, LANDSCAPE CONTRACTOR RESPONSIBLE TO TEMPORARILY WATER ALL INSTALLED PLANTINGS & EXISTING TREES MIN. 3 TIMES A WEEK DURINGCONSTRUCTION AND INITIAL ESTABLISHMENT PERIOD OF 6 MONTHS AFTER ALL LANDSCAPING IS INSTALLED. 21. AN 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. 22. AN AS BUILT LANDSCAPING PLAN ACCOMPANIED WITH A LETTER FROM A REGISTERED PROFESSIONAL ENGINEER OR LANDSCAPE ARCHITECT CERTIFYING COMPLIANCE OF THE LANDSCAPING WITH THE APPROVED PLAN SHALL BE SUBMITTED TO THE CITY PLANNER PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 32. MAINTENANCE OF ALL LANDSCAPING ON THE SITE SHALL BE THE RESPONSIBILITY OF THE APPLICANT, ITS SUCCESSORS OR ASSIGNS, AND ANY TREE OR SHRUB THAT DOES NOT SURVIVE SHALL BE REPLACED. PLANTING SCHEDULE -TREES, SHRUBS, GROUNDCOVERS & PERENNIALS DECIDUOUS TREES KEY QUANTITY BOTANICAL NAME AA PA QB TC 3 AMELANCHIER 'CUMULUS' 3 3 QUERCUS BICOLOR 1 PLATANUS ACERIFOLIA 'EXCLAMATION' COMMON NAME CUMULUS SERVICEBERRY EXCLAMATION LONDON P LAN ETR EE SWAMP WHITE OAK TILIA CORDATA 'GREENSPIRE' 'GREENSPIRE' LITTLELEAF LINDEN EVERGREEN TREES IN 1 SHRUBS AD 5 CI HY ILEX 'NELLIE STEVENS' AZALEA 'DELAWARE VALLEY WHITE' 8 CORNUS ALBA 'IVORY HALO' 10 HYDRANGEA A. 'INCREDIBALL IG 12 ILEX GLABRA 'SHAMROCK' ILEX MESERVEA IM 11 'BLUE PRINCE' (MALE) 'BLUE PRINCESS' (FEMALE) RHODODENDRON 'SCINTILLATION' RODODENDRON 'PERCY WISEMAN' HYPERICUM KALMIANUM 'AMES' TAXUS X MEDIA 'GREENWAVE' PERENNIALS/GRASSES AT 16 ASTILBE ARENDSII 'FANAL EP 20 NELLIE STEVENS HOLLY DELAWARE VALLEY WHITE AZALEA VARIEGATED RED TWIG DOGWOOD INCREDIBALL HYDRANGEA SHAMROCK INKBERRY BLUE PRINCESS HOLLY RHODODENDRON SCINTILLATION PERCY WISEMAN RHODODENDRON KALM ST. JOHN'SWORT DENSE YEW ASTILBE ECHINACEA PURPUREA 'KIM'S KIM'S KNEE HIGH KNEE HIGH' PURPLE CONEFLOWER HL 20 HOSTA 'LUNA MOTH' LEUCANTHEMUM SUPERBUM 'SNOW LADY' POLEMONIUM R. 'STAIRWAY TO HEAVEN' LS 22 PO 26 PT 130 PACHYSANDRA TERMINALIS LUNA MOTH HOSTA SNOW LADY SHASTA DAISY STAIRWAY TO HEAVEN JACOB'S LADDER PACHYSANDRA MIN. SIZE 15' HT. 3.5-4" CAL. 3.5-4" CAL. 3.5-4" CAL. 7-8' HT. #7 #7 #7 #5 3'-3.5' HT. 2.5'-3' HT. 2.5'-3' HT. #5 2'-2.5' HT. #2 #2 #2 #2 #2 QT. SPACING COMMENTS AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 15' HT. MIN. B&B B&B ADDITIONAL TREES MAY BE NEEDED TO REPLACE EX. B&B AS SHOWN POT AS SHOWN POT AS SHOWN POT AS SHOWN POT PLANT 1 MALE AS SHOWN FOR EVERY 10 FEMALE AS SHOWN AS SHOWN AS SHOWN AS SHOWN POT POT POT B&B 18" O.C. STAGGERED 18" O.0 STAGGERED 24" O.C. STAGGERED 18" O.C. STAGGERED 18" O.C. STAGGERED 12" O.C. STAGGERED ANNUALS IN BUILDING PLANTERS: CONTRACTOR TO PROVIDE SHOP DRAWING FOR A&M & OWNER APPROVAL WITH SOILS & PLANTS PRIOR TO PLANTING PLANTERS. CONTRACTOR TO PROVIDE 1 COMPLETED SAMPLE PLANTER WITH PLANTS FOR A&M & OWNER APPROVAL PRIOR TO INSTALLATION OF REMAINDER OF PLANTERS. EXACT PLANTINGS IN PLANTER DEPEND ON SEASON OF COMPLETED CONSTRUCTION. FOR INITIAL PRICING ONLY & ASSUMING A SPRING/SUMMER PLANTING, 325 ANNUALS TO BE A MIX OF "PROVEN WINNERS" ANNUALS - "BREATHTAKING MIX" & PROVEN WINNERS NORTH SHORE MIX WITH #1 POTS SPACED AT 6" O.C.: SUPERTUNIA® ROYAL VELVET® PETUNIA; SUPERBELLS® YELLOW CALIBRACHOA, SUPERBELLS® PINK CALIBRACHOA IF PLANTED IN FALL, CONTRACTOR TO PLANT 250 #1 POTTED MUMS AND KALE. FOR WINTER INTEREST & TO BE COMPLETED BY PROPERTY MANAGER - PLANTERS TO BE FILLED WITH CUT EVERGREEN & WINTER DECORATIONS. CONTRACTOR TO INSTALL PLANTER MEDIUM TO 50% COMPOST AND 50% PROMIX OR APPROVED EQUAL COMMERCIAL SOIL -LESS MIX. SEE PLANS BY ARCH. FOR PLANTER DESIGN. n Project Management Architecture Site Planning w Cr) CL CC CL F Q PROGRESS SET CO N DUILDI iQ f En MAR 22,2019 BUILDING PERMIT SET CO Q) Walnut Street 617.581.6611 fax co tn SCALE NTS PROJECT#: L , SALEM, MASSACHUSETTS 01970 65 WASHINGTON STREET, L.L.C. DRAWING TITLE: REGISTRATION: LANDSCAPE DETAILS REGISTERED LANDSCAPE ARCHITECT FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: L-501 ©TISE DESIGN ASSOCIATES, INC 2019 ROOT BALL TREE TRUNK SUPPORT STRAPS & HAND RACHET FOR DUCKBILL ROOT BALL SUPPORT ANCHOR SYSTEM. NOTE: ON ALL TREES IN TREE GRATES INSTALL DUCKBILL ROOT BALL TREE SUPPORT KIT ANCHOR SYSTEM (MODEL 88 RBK). INSTALL 3 STRAPS FOR EACH TREE PER MANUFACTURERS REQUIREMENTS. DUCKBILL ANCHOR PLAN NOTES: EX. & PROP. CURB DRAINAGE MAT SECTION A -A A PROP. 4" SCH. 40 PVC PIPE RISER & AERATION CAP, 2 PER TREE SAND BASED STRUCTURAL SOIL PLANTING MEDIUM 1. THE SAND -BASED STRUCTURAL SOIL PLANTING MEDIUM SHALL CONSIST OF A BLEND OF APPROXIMATELY FOUR PARTS OF BY VOLUME OF COARSE SAND, ONE PART BY VOLUME OF BASE LOAM, AND ONE AND ONE HALF PARTS BY VOLUME OR ORGANIC AMENDMENT. BLENDING OF THE COMPONENTS SHALL BE CARRIED OUT WITH EARTH MOVING EQUIPMENT PRIOR TO PLACEMENT. THE COMPONENTS SHALL BE BLENDED TO CREATE A UNIFORM MIXTURE. 2. PROVIDE A SHOP DRAWING OF SAND BASED STRUCTURAL SOIL PLANTING MEDIUM (SIEVE, PH, ORGANIC CONTENT, SAND/LOAM/ORGANIC AMENDMENT PERCENTAGES) TO A&M FOR APPROVAL PRIOR TO PURCHASE & INSTALLATION. 3. THE FINAL BLENDED SAND -BASED STRUCTURAL SOIL PLANTING MEDIUM SHALL CONFORM TO THE FOLLOWING GRAIN SIZE DISTRIBUTION FOR MATERIAL PASSING THE #10 SIEVE: SIEVE NO. U.S. 10 18 35 60 140 270 0.002 MM MIN. 100 68 38 18 10 6 % PASSING BY WEIGHT MAX. 90 63 39 18 9 1 2 PROP. PAVERS OR CONC. SIDEWALK TYP. SEE PLANS & DETAILS. 4. MAXIMUM SIZE SHALL BE ONE INCH LARGEST DIMENSION. THE MAXIMUM RETAINED ON THE #10 7▪ -1 SIEVE SHALL BE 15% BY WEIGHT OF THE TOTAL SAMPLE. 5. THE RATIO OF THE PARTICLE SIZE FOR 70% PASSING (D70) TO THE PARTICLE SIZE FOR 20% PASSING (D20) SHALL BE 3.5 OR LESS (D70/D20 < 3.5). TESTS SHALL BE BY COMBINED HYDROMETER AND WET SIEVING IN COMPLIANCE WITH ASTM D422 AFTER DESTRUCTION OF ORGANIC MATTER BY IGNITION. 6. ORGANIC CONTENT SHALL BE BETWEEN 2.0 AND 3.0 PERCENT. PH SHALL BE 6.0 TO 7.0. SEE CURB DETAIL - DRAINAGE MAT PLANTING MIX. SEE A&M DECIDUOUS TREE PLANTING DETAIL. PAVERS/CONC. SIDEWALK NOTE: SIDEWALK / PAVER WIDTH OF SIDEWALK VARIES. SEE PLANS. 60" 2,5' MIN. TREE PIT W/ STRUCTURAL SOIL - PLAN SECTION A A >IlVM . O >iav8 SEE SEPARATE CONSULTANTS IRRIGATION DRAWINGS. COORD. INSTALLATION OF IRRIGATION SLEEVING & IRRIGATION LINES INSTALLATION PRIOR TO SIDEWALKS BEING INSTALLED. -ROOT BALL SOIL AREA FOR PERENNIALS PROP. SAND BASED STRUCTURAL SOIL UNDER CONC. SIDEWALK OR PAVER SIDEWALK. PROP. 4" PERF. CORUGATED PLASTIC PIPE ALONG PERIMETER OF STRUCTURAL SOIL PROP. TREE PLANTING PROP. 4" SCH. 40 PVC PIPE. 2 VERTICAL CAPS W/ (4) i" VENT HOLES. TOP OF CAP TO BE DIRECTLY UNDER PEA STONE BOTTOM FOR UNOBSTRUCTED AIR FLOW. 2" MIN DEPTH OF 5/8" PEA STONE MULCH. FILL TO TOP LEVEL WITH SIDEWALK PERENNIALS, TYP.IN PLANTING MIX FOR CONC. SIDEWALK INSTALL TREE GRATE METAL FRAME IN CONCRETE FOR SUPPORT OF TREE GRATE. PROP. PAVERS OR CONC. SIDEWALK TYP. SEE PLANS & DETAILS. PROP. COMPACTED GRAVEL BASE FOR PAVERS OR CONC. SIDEWALK. SEE PAVERS & CONC. SIDEWALK DETAILS. 00 7 c Z \\% PROP. SAND BASED STRUCTURAL SOIL PLANTING MEDIUM. SEE NOTES. EXISTING SUB GRADE PROP. 4" PERF. PLASTIC PIPE WRAPPED IN FILTER FABRIC ALONG PERIMETER OF SAND BASE STRUCTURAL SOIL SEE SEPARATE CONSULTANTS IRRIGATION DRAWINGS. COORD. INSTALLATION OF IRRIGATION SLEEVING & IRRIGATION LINES INSTALLATION PRIOR TO SIDEWALKS BEING INSTALLED. DUCKBILL ROOT BALL TREE SUPPORT KIT ANCHOR SYSTEM. SEE PLAN VIEW ABOVE. STRUCTURAL SOIL/ SIDEWALK TREE DETAIL ( FOR USE AT ALL TREE PITS) NOT TO SCALE J (2) MIN. 2" X 2" X 8' WOOD POSTS FOR TREES UNDER 3" CALIPER 10'-0" FOR TREES > 3" CAL 8'0" FOR TREES 3" CAL. AND UNDER 6" MIN. TOPSOIL, NEW OR EXISTING PLANTING MIX BACK FILL SEE NOTE 2 &3. UNDISTURBED SOIL ROOTBALL 3'0" MIN 3 X DIA. OF _I ROOTBALL WITH SLOPED SIDES G 3 X DIA. ROOTBALL WITH SLOPED SIDES PARK BENCH: *BENCH WAS SELECTED BY OWNER. BENCH TO BE 6' WOODY BENCH (LDW 150) BY MM.CITE.COM 6' PARK BENCH, JATOBA HARDWOOD BOARDS WITH BACKREST AND STANDARD RAL COLOR CONTACT: TONY DIROCCO SPECIFICATION SALES TDIROCCO©APEXLTG.COM I D 508.630.6270 APEX LIGHTING I APEX INTEGRATED BUILDING SOLUTIONS 55 FRANKLIN STREET, BOSTON, MA 02110 WWW.APEXLTG.COM WWW.APEXIBSOLUTIONS.COM OR MMCITE 7 LLC 2905 WESTINGHOUSE BLVD, SUITE 300 CHARLOTTE, NC 28273 M 704 249 9493 0 704 995 1942 QUOTATIONS: QUOTATIONS©MMCITE.COM ORDERS, POST -SALES SERVICE: ORDERS©MMCITE.COM INSTALL PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL TO A&M PRIOR TO ORDERING PAVEMENT GRAVEL SUB -BASE CONCRETE C1R/1i 014 [0 6] DRILL DIAMETER ARBOR TIES BY DEEP ROOTS OR APPROVED EQUAL REMOVE STAKES AFTER ONE GROWING SEASON " BARK MULCH 4" EARTH SAUCER WITH BARK MULCH CUT & REMOVE BURLAP AND WIRE BASKET ENTIRELY. ROOTBALL REINFORCED RUBBER HOSE TREE PIT 3 POSTS FOR ALL TREES 3" CALIPER & OVER 9' 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 CHEMICAL ANCHOR 23" 18" 15" 31" 6'-0" 1.4 3-1 Project Management Architecture Site Planning w C/) CL CC CL w Q SCALE NTS PROJECT#: Co T CV J DUILD'O FERR T N N N CC SALEM, MASSACHUSETTS 01970 0,1 c c-i 0 u 65 WASHINGTON STREET, L.L.C. (V) CO Q) (U Ul QJ S U d Ul d II +' 10 0i ()(UZ Walnut Street DRAWING TITLE: REGISTRATION: 617.581.6611 fax CO N LANDSCAPE DETAILS REGISTERED LANDSCAPE ARCHITECT FOR ALLEN & MAJOR ASSOCIATES, INC. DRAWING #: L-502 PARK BENCH SELECTION (6' WOODY OR APPROVED EQUAL) NOT TO SCALE ©TISE DESIGN ASSOCIATES, INC 2019