ADA UPGRADE PROGRAM MAP 29 LOT 101-1A 11 CENTER STREET TOWN OF BURLINGTON MIDDLESEX COUNTY, MASSACHUSETTS. engineering & design, llc.

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1 R ADA UPGRADE PROGRAM Know what's MAP 29 LOT 101-1A 11 CENTER STREET TOWN OF BURLINGTON MIDDLESE COUNTY, MASSACHUSETTS SOURCE: OLIVER MASSGIS ONLINE MAPPING (MAPS.MASSGIS.STATE.MA.US) AERIAL VIEW 1" = 50± T:\2014\ BA - 11 CENTER STREET, BURLINGTON, MA\CADD\PLOT\BOA-01-COVR.DWG SHEET INDE DRAWING TITLE SHEET # COVER SHEET EISTING CONIDITONS PLAN DEMOLITION & SITE PLANS C1 C2 C3 C4 NOTES & DETAILS C5 1" = 50' ± COVER SHEET C1

2 PARCEL BOUNDARY EISTING PAVEMENT DEPRESSED CURB TRAFFIC FLOW LIGHT POLE UTILITY POLE TRANSFORMER GUIDERAIL CHAIN LINK FENCE WOODEN FENCE WALL FIRE HYDRANT WATER VALVE GAS VALVE GAS METER CLEANOUT MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION DETAILED SURVEY LIMITS UNMARKED MANHOLE ELECTRICAL MANHOLE DRAINAGE MANHOLE SANITARY MANHOLE TELEPHONE MANHOLE MONITORING WELL INLET GAS MARKOUT ELECTRIC MARKOUT TELEPHONE MARKOUT PAVEMENT STRIPING TREE LS=LANDSCAPING FP=FLAG POLE OHW=OVERHEAD WIRE EOP=EDGE OF PAVEMENT CB=CATCH BASIN CONC.=CONCRETE BIT. CONC.= BITUMINOUS CONCRETE LEGEND COL.=COLUMN BC=BOTTOM OF CURB TC=TOP OF CURB TYP.=TYPICAL MH=MANHOLE GR.=GRATE DMH=DRAIN MANHOLE SMH=SEWER MANHOLE MH=UNKNOWN MANHOLE PLAN REFERENCE MATERIAL 1. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING, BUT NOT LIMITED TO: TOPOGRAPHIC SURVEY ENTITLED '11 CENTER STREET BURLINGTON MASSACHUSETTS' PREPARED BY MASER CONSULTING DATED 03/11/2014 AERIAL MAP OBTAINED FROM OLIVER MASSGIS ONLINE MAPING (MAPS.MASSGIS.STATE.MA.US) 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. SURVEYOR'S NOTES 1. THIS SURVEY AND PLAN IS BASED UPON THE FOLLOWING DATA AND/OR ECEPTIONS: YES NO ITEM a.) DEED OF RECORD b.) FILED MAP c.) TITLE SEARCH BINDER d.) TA MAP e.) OTHER (SEE REFERENCES) ASSESSORS MAP 29 LOT 101-1A T:\2014\ BA - 11 CENTER STREET, BURLINGTON, MA\CADD\PLOT\BOA-02-EST.DWG 2. PROPERTY IDENTIFICATION: BEING KNOWN AS DESIGNATED PARCEL ID# A AS SHOWN ON THE CURRENT TA ASSESSORS DATABASE OF THE TOWN OF BURLINGTON. BOUNDARY LINES AS SHOWN ARE PER ASSESSORS MAP 29 LOT 101-1A. CURRENT OWNER OF RECORD: MIDDLESE BANK NA. SITE ADDRESS: 11 CENTER ST, BURLINGTON, MA ASSESSORS MAP 29 LOT 101-1A. DEED REFERENCE: BOOK PAGE THE PURPOSE OF THIS PLAN IS TO ILLUSTRATE THE LOCATION OF VISIBLE SITE FEATURES AND DETAILED ELEVATIONS FOR THE AREA NOTED FOR RAMP AND PAVEMENT DESIGN PURPOSES. LOCATIONS OUTSIDE OF THESE AREAS ARE LIMITED ELEVATIONS TO SHOW THE GENERAL DRAINAGE PATTERN, AND IS NOT INTENDED FOR DESIGN AND CONSTRUCTION PURPOSES. 4. ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. (FINISHED FLOOR ELEVATION ) 5. PROPERTY LINES SHOWN HEREON ARE APPROIMATE AND FOR GENERAL ORIENTATION PURPOSES. RESEARCH OR A BOUNDARY SURVEY WAS NOT PERFORMED BY THE SURVEYOR. 6. LOCATION OF UTILITIES SHOWN HEREON WERE DETERMINED BY OBSERVATION OF ABOVE GROUND EVIDENCE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES AND FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EACT LOCATION OR COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. BEFORE CONSTRUCTION CALL "DIG SAFE" NO TITLE SEARCH/BINDER WAS PROVIDED AT THE TIME OF SURVEY. THEREFORE, THIS SURVEY IS SUBJECT TO SUCH FACTS THAT A TITLE SEARCH/BINDER MAY DISCLOSE. 8. THE SURVEY WAS PERFORMED DURING A PERIOD WHEN THE GROUND WAS SNOW COVERED, UTILITY STRUCTURES AND SITE FEATURES HAVE BEEN LOCATED AND IDENTIFIED WHICH WERE VISIBLE ON THE DATE OF THE FIELD SURVEY. THIS PLAN IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY MASER CONSULTING P.A., ON MARCH 8, SURVEY BY SURVEY BY TRIMBLE S6 ROBOTIC STATION. 9. CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. 0' 40' 1" = 1"= EISTING CONDITIONS PLAN C2

3 PARKING REQUIREMENT ORDINANCE REQUIRED EISTING PROPOSED MINIMUM PARKING S: 4 S PER 1,000 SF (3,240 SF)(4 S/ 1,000 SF) = 13 S 17 S (EN) 16 S (EN) MAIMUM PARKING S: 4.5 S PER 1,000 SF (3,240 SF)(4.5 S/ 1,000 SF) = 15 S 17 S (EN) 16 S (EN) DEMOLITION LEGEND SITE LEGEND (V) VARIANCE (EN) EISTING NON-CONFORMITY (NA) NOT APPLICABLE APPROIMATE LIMIT OF DEMOLITION CURB TO BE REMOVED AREA OF ASPHALT TO BE REMOVED AREA OF ASPHALT TO BE MILLED AREA OF CONCRETE TO BE REMOVED > > > > PROPOSED ACCESSIBLE ROUTE PROPOSED CURB PROPOSED SIGNS / BOLLARD PROPOSED FULL DEPTH ASPHALT EISTING BUILDING PROPOSED ASPHALT OVERLAY 1. CONCRETE REMOVAL - AREAS SHOWN ON PLAN ARE INTENDED TO BE APPROIMATE. CONTRACTOR TO ADJUST REMOVAL AREA AS REQUIRED TO PROVIDE PROPOSED GRADES. WHERE PRACTICAL, CONTRACTOR CAN ETEND LIMITS OF REMOVAL BASED ON LOCATION OF EISTING CONCRETE JOINTS FOR EASE OF CONSTRUCTION. 2. ASPHALT REMOVAL - AREAS SHOWN ON PLAN ARE INTENDED TO BE APPROIMATE. CONTRACTOR TO ADJUST ASPHALT REMOVAL AREA AS REQUIRED. 3. ASPHALT MILLING - AREAS SHOWN ON PLAN ARE INTENDED TO BE APPROIMATE. CONTRACTOR TO ADJUST ASPHALT MILLING AREA AS REQUIRED. PROPOSED ASPHALT TACK COAT PROPOSED CONCRETE EISTING BUILDING 1. FULL DEPTH ASPHALT - AREAS SHOWN ON PLAN ARE INTENDED TO BE APPROIMATE. CONTRACTOR TO ADJUST ASPHALT REPLACEMENT AREA AS REQUIRED TO PROVIDE PROPOSED GRADES. 2. ASPHALT OVERLAY - AREAS SHOWN ON PLAN ARE INTENDED TO BE APPROIMATE. CONTRACTOR TO ADJUST ASPHALT OVERLAY AREA AS REQUIRED. T:\2014\ BA - 11 CENTER STREET, BURLINGTON, MA\CADD\PLOT\BOA-03-SITE.DWG DEMOLITION PLAN 0' 1" = SITE PLAN 0' 1" = 1"= DEMOLITION & SITE PLANS C3

4 GRADING LEGEND G G (E) FF TC BC TC (E) BC 98.50(E) FC TS BS TW BW TC BC TW BW FF " MAIMUM GRADE CHANGE AT DOOR THRESHOLD ALLOWED (SEE ADA NOTES FOR ECEPTION UP TO 1 2") 0' 1" = 2.0% MAIMUM WITHIN ALL DIRECTIONS 8.3% MAIMUM RUNNING 2.0% MAIMUM CROSS 5.0% MAIMUM RUNNING 2.0% MAIMUM CROSS T:\2014\ BA - 11 CENTER STREET, BURLINGTON, MA\CADD\PLOT\BOA-04-GRAD.DWG ADA SUMMARY INSET NOTE: THIS ADA SUMMARY INSET IS INTENDED TO SERVE AS A DESIGN SUMMARY OF THE. THE SHALL TAKE PRECEDENCE OVER THE S INDICATED WITHIN THIS INSET. THE CONTRACTOR SHALL REFER TO THE SPOT SHOTS INDICATED ON THE FOR USE DURING CONSTRUCTION. 1"= C4

5 4" WIDE, WHITE STRIPING AT 24" SPACING ADA ACCESSIBLE PARKING SIGN AND VAN ACCESSIBLE SUPPLEMENTAL SIGN (SEE SITE PLAN FOR EACT LOCATION) PLAN REFERENCE MATERIAL 1. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING, BUT NOT LIMITED TO: TOPOGRAPHIC SURVEY ENTITLED '11 CENTER STREET BURLINGTON MASSACHUSETTS' PREPARED BY MASER CONSULTING DATED 03/11/2014 AERIAL MAP OBTAINED FROM OLIVER MASSGIS ONLINE MAPING (MAPS.MASSGIS.STATE.MA.US) 66" 3'-0" HANDICAPPED UNAUTHORIZED VEHICLES WILL BE REMOVED AT OWNER'S EPENSE VAN ACCESSIBLE MASSACHUSETTS ACCESSIBLE PARKING SIGN 18" AZURE BLUE BACKGROUND WHITE LETTERS VAN ACCESSIBLE SIGN (R7-8P) WHERE INDICATED ON PLANS 1.66 O.D. 14 GAGE SIGN POST 2 STRIPS OF 3M RED REFLECTIVE TAPE 6" Ø STEEL PIPE FILLED WITH CONCRETE OSHA YELLOW 1 8" THICK HDPE BOLLARD COVER 3000 PSI CONCRETE FOOTING 8' MINIMUM ACCESSIBLE PARKING STALL MARKINGS 4" WIDE WHITE PAINT STRIPE 8' MINIMUM 18' MINIMUM PAINTED 4" WHITE HANDICAPPED SYMBOL 54" W 60" H 60" MINIMUM ACCESSIBLE ENTRANCE ACCESSIBLE ENTRANCE DETAIL AREA FRONT APPROACH 18" MINIMUM 1. MAIMUM ON SHALL BE 1:50 IN ALL DIRECTIONS 2. DIMENSIONS SHOWN HERE ARE THE MINIMUM DIMENSIONS REQUIRED FOR AN ADA COMPLIANT AT THE ACCESSIBLE ENTRANCE. REFER TO SITE PLAN FOR SITE SPECIFIC DIMENSIONS THAT MAY SPECIFY A LARGER AREA. 3. CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE CONSTRUCTION IF THE ACCESSIBLE ENTRANCE ON SITE DOES NOT MATCH THE SCENARIO SHOWN ABOVE THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. GENERAL NOTES 1. THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE EISTING SITE CONDITIONS AND PROPOSED SITE WORK (DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. SHOULD ANY EISTING SITE CONDITION DIFFER FROM THAT IDENTIFIED HEREIN, THE CONTRACTOR SHALL NOTIFY ENGINEERING IMMEDIATELY PRIOR TO THE START OF CONSTRUCTION. 2. ALL CONTRACTORS WILL, TO THE FULLEST ETENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS ENGINEERING, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE. 3. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY ENGINEERING. 4. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION. 5. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY. 6. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS EISTING CONDITION AT THE CONTRACTORS EPENSE. 7. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS FOR REVIEW. WILL REVIEW IN ACCORDANCE WITH THE DESIGN INTENT AS REFLECTED WITHIN THE PLAN SET. 8. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 9. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR 10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING PERMITS. 11. SHOULD AN EMPLOYEE OF ENGINEERING AND DESIGN LLC BE PRESENT ON-SITE AT ANY TIME DURING CONSTRUCTION, IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET. DEMOLITION NOTES T:\2014\ BA - 11 CENTER STREET, BURLINGTON, MA\CADD\PLOT\BOA-05-DETL.DWG 1.5" THICK, HMA SURFACE COURSE 3" THICK, HMA BASE COURSE 4" THICK, APPROVED DENSE GRADED AGGREGATE APPROVED COMPACTED SUBGRADE 4'-0" 18" 6" BACKFILL WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY ACCESSIBLE PARKING SIGN WITH BOLLARD DETAIL NEW ASPHALT EISTING ASPHALT FULL DEPTH ASPHALT PAVEMENT DETAIL NOTE: HMA MI AND DENSE GRADED AGGREGATE SHALL CONFORM TO STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. BEYOND END OF STEPS (2% MAIMUM ) RAIL PAINTED BLACK STEEL SLEEVE THROUGH CONCRETE RAIL PAINTED BLACK 60" MAIMUM BETWEEN VERTICAL MEMBERS MINIMUM MILLED ASPHALT KEY 1" DEEP WIDE HOT TAR SEAL (2% MAIMUM ) HANDRAIL DETAIL ON STEPS 1. SEE PLAN FOR STEP DIMENSIONS 2. GRIND ALL WELDS SMOOTH 3. HANDRAIL TO BE INSET 6" FROM EDGE OF CONCRETE 4. STEPS SHALL HAVE RAILINGS ON BOTH SIDES WITH MINIMUM ANCE BETWEEN RAILS. 5. VERTICAL RAIL REQUIRED AT TOP AND BOTTOM OF STEPS. SAW CUT AND HOT TAR SEAL 24" 4" 1 1:50 MAIMUM RAMP 1:12 MAIMUM 1:50 MAIMUM TRANSITION RAMP DETAIL 1. CROSS ON RAMP SHALL NOT ECEED 2% 2. A FLUSH CURB SHALL HAVE A MINIMUM WIDTH OF. SEE PLAN FOR EACT WIDTH. 3. RAMP SHALL HAVE A MAIMUM RISE OF 6" WITHOUT A HANDRAIL SEE PLAN FOR RAMP DIMENSIONS. 2. GRIND ALL WELDS SMOOTH. 3. HANDRAIL TO BE INSET 6" FROM EDGE OF CONCRETE. SET TOP OF STEEL SLEEVES FLUSH WITH FINISHED CONCRETE SURFACE TO PREVENT WATER PONDING AND RAIL RUSTING " MAIMUM RISE IN ELEVATION BETWEEN S. 5. 1" SQUARE VERTICAL RAILS AT 4" SPACING SHALL BE REQUIRED BETWEEN 4" AND 20" HORIZONTAL RAILS IF RAMP ELEVATION IS 30" OR MORE ABOVE GROUND ELEVATION. 6. BOTTOM RAIL REQUIRED WHERE EDGE PROTECTION IS NOT PROVIDED (VIA PHYSICAL BARRIER OR SPACING BETWEEN RAILING AND EDGE OF RAMP). THE BOTTOM RAIL SHALL BE MOUNTED AT A MAIMUM HEIGHT OF 4". 7. RAMPS SHALL HAVE RAILINGS ON BOTH SIDES WITH 48" MINIMUM ANCE BETWEEN RAILS. 8. PAINT COLOR PER OWNER. 9. ALTERNATE HANDRAIL CAN BE UTILIZED WITH TILT TO PROVIDE REQUIRED FOR 20" HORIZONTAL RAIL. LEVELING COURSE AS REQUIRED TO CREATE MINIMUM DESIRED ON ASPHALT SURFACE EISTING PAVEMENT SHALL OVERLAY HMA SURFACE (1.5" MINIMUM, 3" MAIMUM) EDGE CONDITION I.E. CONC. CURB 1" MIN BEYOND END OF RAMP PARALLEL TO LEVEL (2% MAIMUM ) SEE NOTE 6 REINFORCED CONCRETE WALKWAY (SEE DETAIL) PROPOSED HMA OVERLAY TAPER AS REQUIRED EISTING PAVEMENT SHALL OVERLAY PAVING DETAIL 60" MAIMUM BETWEEN VERTICAL MEMBERS 1 1 4" TO 1 1 2" PAINTED STEEL RAIL 1:12 MAIMUM RUNNING PAVEMENT MILLING & OVERLAY DETAIL MILLING AS REQUIRED SAWCUT/MILLING EDGE CONDITION PROPOSED HMA OVERLAY TAPER AS REQUIRED EISTING PAVEMENT SHALL EISTING EDGE CONDITION HANDRAIL ON ACCESSIBLE RAMP 1" MIN OVERLAY HMA (1.5" MINIMUM, 3" MAIMUM) SAWCUT & HOT TAR SEAL EISTING PAVEMENT TO REMAIN OVERLAY HMA DEPTH (1.5" MINIMUM, 3" MAIMUM) 9 (2% MAIMUM ) STEEL SLEEVE THROUGH CONCRETE MEET GRADE AT PERIMETER OF SIDEWALK 4" THICK, APPROVED CLEAN CRUSHED STONE APPROVED COMPACTED SUBGRADE BEYOND END OF RAMP PARALLEL TO LEVEL 4' BETWEEN CONTRACTION JOINTS 12' BETWEEN EPANSION JOINTS PLAN WIDTH (SEE PLAN) WIDTH SEE PLAN 6" 6" GRID, W2.9 W2.9 WELDED WIRE MESH REINFORCED CONCRETE WALKWAY DETAIL SEE ALTERNATE 1. MAIMUM CROSS SHALL BE 1 4" PER FOOT " EPANSION JOINTS SHALL BE PROVIDED AT 12' INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 1 4" FROM THE SURFACE. 3. 1" DEEP BY 1 4" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS. 4. EPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING. MILL TO EISTING BASE COURSE AND APPLY ASPHALTIC TACK COAT TO EISTING ASPHALT SURFACE EISTING FINISH ASPHALT EISTING AGGREGATE BASE COURSE EISTING STONE BASE EISTING SUBGRADE EISTING ASPHALT (ESTIMATED) 4" 48" MINIMUM PROPOSED 1 1 2" MINIMUM (3" MAIMUM) HMA SURFACE COURSE PROPOSED HMA BASE COURSE (DEPTH AS REQUIRED, 2" MINIMUM) EISTING BASE COURSE TO REMAIN EISTING STONE BASE TO REMAIN 20" FINISHED GRADE SHALL BE FLUSH WITH ABUTTING SIDEWALK 4" THICK, AIR ENTRAINED CONCRETE 4,000 PSI AT 28 DAYS PAVEMENT MILLING & OVERLAY DETAIL WHEN GRADE CHANGE ECEEDS 3" (FILL) EISTING SUBGRADE PROPOSED ASPHALT 20" ALTERNATE THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED. 2. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EISTING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE OTHER SITE PLAN AND GEOTECHNICAL DOCUMENTS AND ASSOCIATED REPORTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. 3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR 5. UNLESS AT THE WRITTEN CONSENT OF BOTH THE OWNER AND GOVERNING AGENCIES, EPLOSIVES SHALL NOT BE USED. BEFORE THE START OF ANY EPLOSIVE PROGRAM, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, AND FEDERAL PERMITS. ADDITIONALLY, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED AND ANY DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES. 6. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL ECAVATIONS ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE CONDITION. 7. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON-SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS. 8. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EISTING UTILITIES THAT HAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THE DEMOLITION REQUIRED IN THIS PLAN SET. THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING THE SITE PLAN IMPROVEMENTS. GRADING NOTES 1. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF ALL THE MATERIAL BROUGHT TO THE SITE. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING ECAVATION ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES, TO ENSURE THE STRUCTURAL INTEGRITY OF SURROUNDING STRUCTURES AND STABILITY OF SOILS. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4" TO 7" ABOVE EISTING GRADES UNLESS OTHERWISE NOTED. CONTRACTOR TO SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO FOR REVIEW AND APPROVAL PRIOR TO POURING CURBS. 4. MINIMUM REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS: CURB GUTTER: 0.50% CONCRETE SURFACES: 1.00% ASPHALT SURFACES: 1.00% 5. ELEVATIONS ON RETAINING WALLS ARE FOR THE EPOSED PORTION OF THE WALL AND DOES NOT INCLUDE THE FOOTING ELEVATION. FOOTING ELEVATIONS SHALL BE DETERMINED BY THE WALL DESIGNER LICENSED IN THE STATE UPON WHICH THE WORK OCCURS. 6. FOR PROJECTS WHERE BASEMENTS ARE PROPOSED, THE DEVELOPER IS RESPONSIBLE TO DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED STRUCTURE. IF GROUNDWATER IS ENCOUNTERED WITHIN THE BASEMENT AREA, SPECIAL CONSTRUCTION METHODS SHALL BE UTILIZED AND REVIEWED/APPROVED BY THE CONSTRUCTION CODE OFFICIAL. IF SUMP PUMPS ARE UTILIZED, ALL DISCHARGES SHALL BE CONNECTED TO THE STORM SEWER WITH APPROVAL FROM LOCAL CODE OFFICIALS. 7. POSITIVE DRAINAGE OF 1% MINIMUM SHALL BE PROVIDED AWAY FROM ALL BUILDING. ADA NOTES 1. CONTRACTOR SHALL MAINTAIN A MAIMUM 2% IN ANY DIRECTION WITHIN THE ADA PARKING S AND ACCESS AISLES. 2. CONTRACTOR SHALL PROVIDE COMPLIANT SIGNAGE AT ALL ADA PARKING AREAS IN ACCORDANCE WITH STATE/FEDERAL GUIDELINES, WHICHEVER IS MORE STRINGENT. 3. CONTRACTOR SHALL MAINTAIN A MAIMUM OF 5% RUNNING AND A MAIMUM OF 1.5% CROSS ALONG THE ACCESSIBLE PATH OF TRAVEL (SEE THE SITE PLAN FOR LOCATION OF THE ACCESSIBLE PATH). THE ACCESSIBLE PATH OF TRAVEL SHALL BE 36 WIDE OR GREATER. 4. CONTRACTOR SHALL MAINTAIN A MAIMUM 2% IN ANY DIRECTION AT ALL S. S INCLUDE, BUT ARE NOT LIMITED TO, TOP OF ACCESSIBLE RAMP, BOTTOM OF ACCESSIBLE RAMP, BUILDING ENTRANCES, AREA IN FRONT OF WALK UP ATM, AND TURNING S ALONG THE ACCESSIBLE PATH OF TRAVEL. THE AREA SHALL HAVE A AREA OF UNLESS INDICATED OTHERWISE ON THE SITE PLAN. 5. CURB RAMPS SHALL HAVE A MAIMUM OF 8.33% IN THE DIRECTION OF TRAVEL. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT HAVE A GREATER THAN 10% WHERE A EISTS AT THE TOP OF THE RAMP. CURB RAMP FLARES SHALL NOT HAVE A GREATER THAN 8.33% WHERE A IS NOT PROVIDED AT THE TOP OF THE RAMP. CURBS RAMPS SHALL NOT RAISE MORE THAN 6 IN ELEVATION WITHOUT A HANDRAIL. THE WIDTH OF A CURB RAMP SHALL BE NO LESS THAN 36 WIDE. 6. BUILT UP RAMPS WITH A RISE GREATER THAN 6" SHALL CONTAIN HANDRAILS ON BOTH SIDES OF THE RAMP AND SHALL NOT RAISE MORE THAN 30 IN ELEVATION WITHOUT A AREA. AREAS SHALL ALSO BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP. 7. ALL SURFACES ALONG THE ACCESSIBLE PATH AND PARKING AREAS SHALL BE CONSTRUCTED WITH A SLIP RESISTANT SURFACE. 8. CONTRACTOR SHALL ENSURE A MAIMUM OF ¼ VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A CHANGE IN LEVEL BETWEEN ¼ AND ½ EISTS, CONTRACTOR SHALL ENSURE THAT THE TOP ¼ CHANGE IN LEVEL IS BEVELED WITH A NOT STEEPER THAN 1:2. 9. OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG THE ACCESSIBLE PATH SHALL NOT ALLOW PASSAGE OF A SPHERE GREATER THAN ½. EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR LANDSCAPING NOTES 1. CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS AND LANDSCAPED AREAS TO MATCH EISTING CONDITIONS. 2. DISTURBED LAWN AREAS SHALL BE RESTORED WITH 4 OF TOPSOIL AND SEED. 3. MULCH AREAS SHALL BE RESTORED WITH A MINIMUM OF 3 OF MULCH 4. MA 3:1 ALLOWED IN LANDSCAPE RESTORATION AREAS. 5. CONTRACTOR REQUIRED TO LOCATE ALL SPRINKLER HEADS IN AREA OF DISTURBANCE PRIOR TO CONSTRUCTION. CONTRACTOR TO RELOCATE SPRINKLER HEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTION WITHIN AREAS OF DISTURBANCE. 6. CONTRACTOR TO RE-GRADE DISTURBED LANDSCAPED AREAS TO MEET GRADE AT WALKWAYS AND TOP OF CURB ELEVATIONS ECEPT WHERE A WALL IS NOTED ON PLANS. NO ABRUPT CHANGES IN GRADE PERMITTED IN DISTURBED AREAS. UTILITY NOTES 1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/ECAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A CONFLICT EIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY ENGINEERING AND DESIGN LLC IMMEDIATELY IN WRITING. AS SHOWN NOTES & DETAILS C5