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150620 - Bridge St & Pomeroy Terr - Site Plan.pdfSite Plans 0 Die a a 0 9 mm, tun I 0174qq Map 32A, Parcels 185 & 186 WintErbr:rry, LLC 128 FEdEral Street SpringfiEld, MA 01105 G�e 100 -� BridRe ,° k y Street Cem 040 �© i a. 9 M 9d ' 10 Lei ? I d sad" � , w ti.!► 00 E � 0 \� �u SOURCE: USES 0 May 23,2016 z T =2 1FTkV1TL=-mfm1 0 r# • School• t 413.568.0985 / w i 1 :-1A=vim • - 1 1 R1 iii: I-'��Z=f�•� DRAWING INDEX SHEET NO. SHEET NAME ISSUE DATE REVISION DATE T-1 TITLE SHEET 5123116 C-1 NOTES, SYMBOL & LINE LEGEND AND ABBREVIATIONS 5123116 C-2 CONSTRUCTION NOTES 5123116 C-3 DEMOLITION & REMOVALS PLAN 5123116 C-4 LAYOUT & MATERIALS PLAN 5123116 C-5 GRADING, EROSION AND SEDIMENTATION PLAN 5123116 C-6 DRAINAGE & UTILITIES PLAN 5123116 C-7 SITE LANDSCAPING PLAN 5123116 C-8 PHOTOMETRIC PLAN 5123116 D-1 DETAILS 5123116 D-2 DETAILS 5123116 D-3 DETAILS 5123116 D-4 DETAILS 5123116 0 m 3 0 W Li 3. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON-SITE FOR DUST CONTROL WHILE WORK IS PROCEEDING. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -RAP SHALL BE REMOVED AND REPLACED. B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP. C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES 1. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE. 3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/OR THE ENVIRONMENTAL PROFESSIONALS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO THE GROUND. 7. THE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. B. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING THE BACKFILL. 9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY THE LOCAL, STATE OF FEDERAL REGULATORY AUTHORITY; BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENTIRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER AND/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CLEANED OF SILT AND PERMANENTLY STABILIZED. HAY BALE_ INSTALLATION & MAINTENANCE 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY.) 6. HAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. B. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. DEMO NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. 5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 6. CONTRACTOR SHALL PROMPTLY TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY AND LEGALLY DISPOSE OF. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL PAY ANY DUMPING FEES. 7. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. B. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 9. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, LIGHT POLE BASES, FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE. 10. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS. 12. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-7233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE. THE OWNER/LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. J. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2)REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN POOR CONDITION AS DETERMINED BY THE OWNER; 3) REPLANT WITH STOCK OF SAME: SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPEI pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BLADE LAWN GRASS SEED OR SODDED. ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 100% SHREDDED BALK MULCH WITHIN 48 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER: THAN THE TREE OR SHRUB ROOT BALL TO BE PLANTED IN IT. BACKFILL SHALL BE HIGH QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS. 7. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF Z60.1, AMERICAN STANDARD FOR NURSERY STOCK". 8. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. 10. FINAL FOUNDATION PLANTINGS PLANS AND LISTS TO BE PROVIDED BY LANDSCAPE CONTRACTOR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 11. ADJACENT TO THE TOP OF ANY WALLS OVER 36" A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICE STATE AND FEDERAL LAWS. 12. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS. 13. DURING THE INSTALLATION OF PLANT MATERIAL AND OTHER LANDSCAPE FEATURES LANDSCAPE/SITE/IRRIGATION CONTRACTORS SHALL PAY SPECIAL ATTENTION TO THE LOCATION OF PRE-EXISTING, AS WELL AS, NEWLY INSTALLED UTILITIES. CONTRACTOR SHALL REFER TO THE APPLICABLE SHEETS HEREIN AND KEEP A RECORD OF ON-SITE CHANGES AND PLAN/SKETCH REVISIONS THAT MAY AFFECT UTILITY AND DRAINAGE LOCATIONS. 14. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE THE CONTRACTOR SHALL CONTA( THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 15. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE LOAMED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDA WITH THE FOLLOWING: A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RAT OF LBS/1,000 S.F. B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/1,000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF BY DISCING OR OTHER APPROVED METHOD. D. SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/1,000 S.F. SEED MIX: NAME OF SEED % BY WEIGHT MIN. % PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 75 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 85 PENNLAWN" PENNLAWN FESCUE LOLIUM PERENNE 25 98 95 PENNFINE" PENNFINE E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/1,000 S.F.UNLES,' HYDROSEEDING WAS USED. F. ALL SLOPES OF 3:1 OR GREATER AFTER BEING LOAMED, SEEDED AND MULCHED ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKE (NO. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES. 16. ALL SLOPES STEEPER THAN 1:5 SHALL BE BLANKETED W/ EROSION CONTROL FABRIC AND/OR HYDROSEEDED AND INSPECTED BY THE LANDSCAPE ARCHITECT. SYMBOL & LINE LEGEND ABBREVIATIONS EROSION & SEDIMENT CONTROL NOTES O IRON PIPE FOUND A.F.F. - ABOVE FINISHED FLOOR R LEVESQUE ASSOCIATESIO Landscape Architects A.F.S. - ABOVE FINISHED SLAB MANAGEMENT STRATEGIES 40 School Street • P.O. Box 640 • IRON PIPE TO BE SET APPROX. - APPROXIMATE V , Z W W 0 r2o W Z ~ W OD Lb Lb > :n (n Q mi W 0 m m EN0 w .° �Q o'`Lb ME Ln W °� L Q W Q thN M 0Z WM Z = •v W m 1. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE. 15118tWUHq///� ! 6 H �bj''.�F9 °• N0.1390.•' P�`�� ti s°°1j°fj�<ANOSGPe��`\� lf6ilR,414?51Vl EI CONCRETE BOUND FOUND A.T.F. - ABOVE TOP OF FOUNDATION ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: BLDG. - BUILDING 2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOID LEAVING LARGE AREAS EXPOSED ■ CONCRETE BOUND TO BE SET BLK. - BLOCK FOR LONG PERIODS OF TIME. A COMPUTED POINT BOT. - BOTTOM 3. TEMPORARY SEED AND MULCH SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH B.O.W. - BOTTOM OF WALL GRADING. EXISTING SIGN BRIG. - BEARING MW Q EXISTING MONITORING WELL CB. -CATCH BASIN 4. SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUSLY, ESPECIALLY FOLLOWING STORM EVENTS TO LOCATE FAILING CONTROL MEASURES AND CONDUCT # EXISTING LIGHT POLE CL - CENTERLINE ROUTINE MAINTENANCE OPERATIONS. C.I. - CAST IRON rob UTILITY POLE CLR. - CLEAR 5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE WORKERS OF THE CONC. - CONCRETE SEDIMENTATION CONTROL PROGRAM. -0 GUY ANCHOR CONT. - CONTINUOUS VEGETATIVE CONTROL PRACTICES ® EXISTING ELECTRIC MANHOLE CONTR. - CONTRACTOR 8 EXISTING TELEPHONE MANHOLE DBL. - DOUBLE 1. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED AND DET. - DETAIL STOCKPILED FOR LATER USE. STOCKPILE LOCATION SHALL BE APPROVED BY THE OWNER ® EXISTING WELL LOCATION D.I. - DUCTILE IRON AND ENGINEER/LANDSCAPE ARCHITECT AND BE WITHIN LIMIT OF WORK. o EXISTING WATER VALVE DIA. - DIAMETER 2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH DIM. - DIMENSION GRADED AREAS SHALL BE SEEDED WITH WINTER RYE AT A RATE OF 30 LBS. PER ACRE 4& EXISTING WATER SHUT-OFF DT'L. - DETAIL ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS DWG. - DRAWING SHALL BE TEMPORARILY SEEDED. EXISTING HYDRANT EA. - EACH A. SITE PREPARATION N PROPOSED WATER VAVLE ELEC. - ELECTRIC • COMPLETE ALL ROUGH GRADING ACTIVITIES PROPOSED HYDRANT ELEV. - ELEVATION • REMOVE ALL ROCKS AND DEBRIS LARGER THAN 3" IN DIAMETER FROM AREAS TO BE EXIST. - EXISTING TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. cv D4 EXISTING GAS VALVE -EVENLY APPLY 14 LBS. OF 5-10-10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING EXT. - EXTERIOR SUITABLE EQUIPMENT. O EXISTING SANITARY SEWER MANHOLE FIN. - FINISH • SEEDBED IS TO BE LEFT IN FIRM AND SMOOTH CONDITION. FLR. - FLOOR *THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS THE SLOPE. ❑ EXISTING CATCH BASIN FOUND. - FOUNDATION B. ESTABLISHMENT ® EXISTING DRAIN MANHOLE FT. - FOOT OR FEET • EVENLY APPLY SEED IN ACCORDANCE WITH THE SPECIES AND RATE INDICATED ABOVE O ® PROPOSED CATCH BASIN INSTL. - INSTALLED BY MEANS OF BROADCASTING OR HYDROSEEDING. LT. - LIGHT • UNLESS HYDROSEEDED, COVER SEED WITH 1/4" TO 1/2" OF TOPSOIL PROPOSED MANHOLE MAX. - MAXIMUM • APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING. • VERIFY SEEDING DATES WITH ENGINEER/LANDSCAPE ARCHITECT. IF SOIL BORING LOCATION M.A.H. W. -MEAN ANNUAL HIGH WATER ENGINEER/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLIED DUE TO MH. - MANHOLE CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLIED TO THE TEST PIT LOCATION MIN. _ MINIMUM EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED SEEDING '-' Q PERC TEST LOCATION MISC. -MISCELLANEOUS PERIOD. • PERMANENT SEEDING SHALL BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER 30. N.T.S. - NOT TO SCALE TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE THIS TIME IPwF-1 WETLAND FLAG LOCATION O.A. - OVERALL FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. rR-1 M.A.H.W. FLAG LOCATION O.C. - ON CENTER P.S.I. - POUNDS PER SQUARE INCH C. MAINTENANCE EXISTING STONE WALL REINF. *ALL SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD - REINFORCING STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. TREE LINE R.H. - RIGHT HAND SHT. - SHEET NONSTRUCTURAL CONTROL PRACTICES " 102.4 EXISTING SPOT GRADE SPEC. -SPECIAL ECIAL OR SPECIFICATIONS -----219 - - - - - EXISTING CONTOUR SQ. - SQUARE 1. SCARIFICATION: EXPOSED SLOPES EXCEEDING 4:1 SHALL BE SCARIFIED AT RIGHT ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED • 94.7 PROPOSED SPOT GRADE ST. -STEEL PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE COVER AS SOON AS STA. - STATION POSSIBLE. 214 PROPOSED CONTOUR T.O.F. - TOP OF FOUNDATION TO.W. -TOP OF WALL 2• STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH EDGE OF WETLAND TMP E ORARY/PERMANENT SEEDING AND TO GRADED AREAS WHICH REMAIN EXPOSED T. S. - TOP OF STEEL OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS. FENCE LINE TYP. - TYPICAL PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY, W/ -WITH PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. GUARDRAIL oHw oHw EXISTING OVERHEAD WIRES WTR. - WATER 3. TOPSOIL: DISTURBED AREAS SHALL BE TOPSOILED PRIOR TO SEED APPLICATION. W.W.M. - WELDED WIRE MESH APPLICATION STANDARDS: uEL uEL EXISTING UNDERGROUND ELECTRIC • REMOVE ALL ROCKS AND DEBRIS OVER 1"- 1 1 " 2 IN DIAMETER. • SCARIFY SURFACE PRIOR TO SEED APPLICATION/ -TEL-TEL-EXISTING TELEPHONE LINE • APPLY 6" DEPTH OF TOPSOIL. GAS cAs EXISTING GAS LINE 4. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, AT CULVERT OUTLET LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL wAT wAr EXISTING WATER LINE BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS UNTIL -SD-SD-EXISTING STORM DRAIN THE SITE HAS BEEN STABILIZED (COVER > 70%) BY VEGETATION. ss ss EXISTING SANITARY SEWER STRUCTURAL CONTROL PRACTICES -Low-Low-LIMIT OF WORK LINE 1. RIP -RAP OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS. MATERIAL SHALL BE HARD, DURABLE FIELD OR QUARRY STONE WHICH IS ANGULAR AND DOUBLE EROSION CONTROL BARRIER RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING. 2. CONSTRUCTION ENTRANCE. CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. 3. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON-SITE FOR DUST CONTROL WHILE WORK IS PROCEEDING. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -RAP SHALL BE REMOVED AND REPLACED. B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP. C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES 1. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE. 3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/OR THE ENVIRONMENTAL PROFESSIONALS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO THE GROUND. 7. THE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. B. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING THE BACKFILL. 9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY THE LOCAL, STATE OF FEDERAL REGULATORY AUTHORITY; BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENTIRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER AND/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CLEANED OF SILT AND PERMANENTLY STABILIZED. HAY BALE_ INSTALLATION & MAINTENANCE 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY.) 6. HAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. B. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. DEMO NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. 5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 6. CONTRACTOR SHALL PROMPTLY TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY AND LEGALLY DISPOSE OF. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL PAY ANY DUMPING FEES. 7. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. B. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 9. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, LIGHT POLE BASES, FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE. 10. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS. 12. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-7233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE. THE OWNER/LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. J. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2)REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN POOR CONDITION AS DETERMINED BY THE OWNER; 3) REPLANT WITH STOCK OF SAME: SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPEI pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BLADE LAWN GRASS SEED OR SODDED. ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 100% SHREDDED BALK MULCH WITHIN 48 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER: THAN THE TREE OR SHRUB ROOT BALL TO BE PLANTED IN IT. BACKFILL SHALL BE HIGH QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS. 7. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF Z60.1, AMERICAN STANDARD FOR NURSERY STOCK". 8. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. 10. FINAL FOUNDATION PLANTINGS PLANS AND LISTS TO BE PROVIDED BY LANDSCAPE CONTRACTOR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 11. ADJACENT TO THE TOP OF ANY WALLS OVER 36" A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICE STATE AND FEDERAL LAWS. 12. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS. 13. DURING THE INSTALLATION OF PLANT MATERIAL AND OTHER LANDSCAPE FEATURES LANDSCAPE/SITE/IRRIGATION CONTRACTORS SHALL PAY SPECIAL ATTENTION TO THE LOCATION OF PRE-EXISTING, AS WELL AS, NEWLY INSTALLED UTILITIES. CONTRACTOR SHALL REFER TO THE APPLICABLE SHEETS HEREIN AND KEEP A RECORD OF ON-SITE CHANGES AND PLAN/SKETCH REVISIONS THAT MAY AFFECT UTILITY AND DRAINAGE LOCATIONS. 14. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE THE CONTRACTOR SHALL CONTA( THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 15. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE LOAMED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDA WITH THE FOLLOWING: A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RAT OF LBS/1,000 S.F. B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/1,000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF BY DISCING OR OTHER APPROVED METHOD. D. SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/1,000 S.F. SEED MIX: NAME OF SEED % BY WEIGHT MIN. % PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 75 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 85 PENNLAWN" PENNLAWN FESCUE LOLIUM PERENNE 25 98 95 PENNFINE" PENNFINE E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/1,000 S.F.UNLES,' HYDROSEEDING WAS USED. F. ALL SLOPES OF 3:1 OR GREATER AFTER BEING LOAMED, SEEDED AND MULCHED ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKE (NO. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES. 16. ALL SLOPES STEEPER THAN 1:5 SHALL BE BLANKETED W/ EROSION CONTROL FABRIC AND/OR HYDROSEEDED AND INSPECTED BY THE LANDSCAPE ARCHITECT. R LEVESQUE ASSOCIATESIO Landscape Architects Civil Engineers ' Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com V , Z W W 0 r2o W Z ~ W OD Lb Lb > :n (n Q mi W 0 m m EN0 w .° �Q o'`Lb ME Ln W °� L Q W Q thN M 0Z WM Z = •v W m J 15118tWUHq///� ! 6 H �bj''.�F9 °• N0.1390.•' P�`�� ti s°°1j°fj�<ANOSGPe��`\� lf6ilR,414?51Vl PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01 105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 150620 GENERAL CONSTRUCTION NOTES 1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL CONVENE A PRE -CONSTRUCTION CONFERENCE BETWEEN THE CITY/TOWN REPRESENTATIVES, CONSULTING ENGINEER/LANDSCAPE ARCHITECT, UTILITY COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES. 2. THE OWNER AND R LEVESQUE ASSOCIATES, INC. AND/OR THEIR REPRESENTATIVES, IN PREPARING THESE PLANS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE PROJECT AREA. HOWEVER, THERE MAY BE UTILITIES THAT WERE NOT OR COULD NOT BE LOCATED. UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE IN APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CALL ALL APPROPRIATE UTILITY COMPANIES FOR LOCATIONS OF THEIR UTILITIES AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PLANS, THE PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. THE SITE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4. CONTRACTOR SHALL PROVIDE TWO SETS OF AS -BUILT DRAWINGS, PRIOR TO FINAL PAYMENT. AS -BUILT DRAWINGS BY A REGISTERED LAND SURVEYOR SHALL INCLUDE ALL INSTALLED UTILITIES WITH VERTICAL AND HORIZONTAL LOCATIONS AND BE SATISFACTORY TO THE BUILDING OFFICIAL FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL FILL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB -GRADE LEVEL SHALL CONFORM TO MHD SPECIFICATIONS SECTION 150 AND SECTION 159-19C, OF TOWN CODE. 6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 7. ALL WORK IN THE CITY RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY/TOWN SPECIFICATIONS AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSCOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 8. THE CONTRACTOR SHALL GIVE THE CITY/TOWN A MINIMUM OF 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 10. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF THE CONDITIONS ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION AND CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION. 11. THE GENERAL CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. THE WORK AREAS ARE TO BE PICKED UP AT THE END OF EACH WORK DAY. 12. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT OR MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. 13. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO EXTRAS DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL BE ALLOWED. 14. CONTRACTOR SHALL BE REQUIRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE. 15. ALL EXCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD. 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF LAYING OUT ALL ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK SUPPLIED BY THE SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 17. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE PLANS AND IN THESE SPECIFICATIONS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN ORDER TO PREPARE SITE FOR CONSTRUCTION. 19. ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE AT HIS EXPENSE IN ACCORDANCE WITH ALL OF THE CITY/TOWN ORDINANCES AND ALL APPLICABLE STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. 20. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. 21. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING OR COVERING WITH STEEL PLATES. 22. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CITY/TOWN DPW STANDARDS OR MASSADOT (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 23. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BINDER OR PROJECT BOOK AND ON-SITE AT ALL TIMES. 24. BACKFILL WILL BE PLACED IN SUCCESSIVE LAYERS NOT MORE THAN TWELVE INCHES IN THICKNESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL. IF, IN THE OPINION OF THE ENGINEER OR THE DPW, THE EXCAVATED MATERIAL IS UNSUITABLE, THE ENTIRE MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY, A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA. THE FINAL TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL THOROUGHLY TAMPED. 25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASTM D5195-02, STANDARD TEST METHOD FOR DENSITY OF SOIL & ROCK IN-PLACE AT DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS. 26. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN 24 -HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. 27. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB -GRADE LEVEL SHALL EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE. THIS IS TO PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF-WAY. LAYOUT NOTES 1. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2. ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY/TOWN STANDARD SPECIFICATIONS. 3. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. SITE CONTRACTOR SHALL REFER TO ARCHITECTURAL DETAILS AND SPECIFICATIONS FOR REQUIREMENTS OF CONSTRUCTION AND JOINT SPACING OF SIDEWALKS, RAMPS, AND CURBING ADJACENT TO BUILDING. 5. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATION AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND MONUMENTATION DISTURBED DURING CONSTRUCTION. 6. SITE CONTRACTOR SHALL PAINT ALL LIGHT POLE BASES, CURBS, FIRE HYDRANTS, PIPE BOLLARDS SIGN BASES, AND OTHER SITE AND UTILITY APPURTENANCES. CONTRACTOR SHALL PAINT OR REPAINT FIRE LANES WHERE REQUIRED BY LOCAL CODE. 7. ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLANS. S. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: AASHTO, OSHA, EPA, DEP, MASSDOT, ETC. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO THE START OF WORK. 9. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY THE CONTRACTOR. IF FIELD CONDITIONS VARY SIGNIFICANTLY ENOUGH TO REQUIRE A CHANGE TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. THE SITE/GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER AND LANDSCAPE ARCHITECT/ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL ACCEPTED CONSTRUCTION PRACTICES, OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS. 11. ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE OWNER AND OR THE LANDSCAPE ARCHITECT/ENGINEER SHALL BE ACCOMPLISHED AT THE CONTRACTORS RISK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL & LEGAL DISPOSAL OF ALL MATERIAL NECESSARY TO PREPARE THE SITE FOR THE NEW CONSTRUCTION AS SHOWN ON THE SITE DRAWINGS. 13. REPAIR DAMAGED CITY/TOWN ROADS AND CURBS IN ACCORDANCE WITH MASSDOT AND/OR THE CITY/TOWN REGULATIONS. 14. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS ADJACENT TO PAVEMENT TO BE REMOVED. 15. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE PLANS. EARTHWORK NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. STORM PIPE SHALL BE AS NOTED ON PLANS. 4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH GRADES, AND SHALL HAVE TRAFFIC BEARING RING & COVERS (H20). LIDS SHALL BE LABELED "STORM SEWER". 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE STORM WATER POLLUTION PREVENTION PLAN. 11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. TOPOGRAPHIC INFORMATION TAKEN FROM A EXISTING CONDITIONS PLAN BY R LEVESQUE ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 17. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF 0.010 FT. ALL FOOTINGS AND FOUNDATIONS FOR PROPOSED STRUCTURES SHALL BE EXCAVATED TO NATIVE SUBGRADE AND COMPACTED PER ARCHITECTURAL SPECIFICATIONS. 18. CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF 4" LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX. 19. CONTRACTOR TO SPREAD ON-SITE STOCKPILE TO A 4" DEPTH ON ALL AREAS TO BE SODED/SEEDED AS SHOWN ON LANDSCAPE DRAWINGS. SITE CONTRACTOR FINE GRADE OF INSTALLED TOPSOIL PRIOR TO HYDROMULCHING BY LANDSCAPE SUB -CONTRACTOR. SITE UTILITY NOTES GENERAL: 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE. IN GRASSED LANDSCAPED AREAS WITH WATER TIGHT LIDS. 3. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 5. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 6. PRIOR TO CONSTRUCTION OF UTILITIES REFER TO ARCHITECTURAL INTERIOR PLUMBING DRAWINGS FOR ALL TIE-INS. 7. SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES AT THE CITY WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 9. 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. 10. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 11. CONTRACTOR SHALL COORDINATE INSPECTION OF UTILITY LINES WITH APPROPRIATE AUTHORITIES PRIOR TO BACKFILLING TRENCHES. 12. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. 13. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES WITH LOCAL COMPANIES TO AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. 14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL UTILITIES, INCLUDING CURB BOXES, MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CALL THE "DIG SAFE CENTER" TO HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 16. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER, OWNERS OF ADJACENT PROPERTIES, AND THE CORRESPONDING UTILITY OWNER. CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE UTILITY OWNERS. 17. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS. SEWER: 1. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM D 3034-SOR35. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8' SEWER LATERALS SHALL BE 4" MIN. 2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL BE INSTALLED IN FIRST-CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. SEWERS SHALL BE INSTALLED TO THE LINE AND GRADE INDICATED ON THE PLANS. 3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN ENGINEER SHALL BE INSTALLED ON A SANITARY SEWER MAIN. 4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY SEWER. 5. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH OF ONE FOOT BELOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID IN A PROPERLY COMPACTED GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER. 6. ONLY GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER SHALL BE USED AS BACKFILL IN ANY TRENCH EXCAVATION. 7. ALL SANITARY SEWER MANHOLE INVERTS ARE TO BE BRICK. WATER: 1. CONTRACTOR SHALL CONTACT THE CITY WATER RESOURCE DEPARTMENT FOR SPECIFICATIONS AND MAKE OF VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL OTHER WATER LINE APPURTENANCES. 2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM. CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT. 3. ALL WATER MAIN SHALL BE DUCTILE IRON (D.1.), CLASS 52, AWWA C-151 (ANSI A21.40). D.I. PIPE SHALL BE DOUBLE CEMENT LINED WITH A SEAL COAT CONFORMING TO AWWA C-104 (ANSI A-21.4). 4. JOINTS FOR D.I. PIPE SHALL BE PUSH -ON OR OTHERWISE APPROVED, AWWA C151(ANSI A-21.51) WITH GASKETS CONFORMING TO AWWA C-111 (ANSI A-21.11) MAXIMUM LENGTH OF PIPE TO BE 20 L.F. 5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURE RATING OF 350 PSI AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI A21.51). 6. RETAINER GLANDS: RETAINER GLANDS SHALL BE DESIGNED TO IMPART MULTIPLE WEDGING ACTION AGAINST THE PIPE, INCREASE ITS RESISTANCE AS THE PRESSURE INCREASES. GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-80. RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT-TREATED TO A MINIMUM HARNESS OF 370 BHN. TWIST -OFF NUTS SHALL BE USED TO INSURE PROPER ACTUATING OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE USED WITH THE STANDARD MECHANICAL JOINT BELL AND TEE -HEADED BOLTS CONFORMING TO ANSI/AWWA A21.1 AND ANSI/WWA 153/A21.5. THE RETAINER GLAND SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2:1 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH THE PIPE CLASS AND PIPE MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER GLAND SHALL BE MEGA -LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVED EQUAL. 7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A MINIMUM FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WATER PIPELINES, A MINIMUM VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED. WHEN CROSSING SANITARY SEWERS, A MINIMUM OF 18" SHALL BE PROVIDED. SITE UTILITY NOTES (CONTINUED) 8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED, FLUSHED AND DISINFECTED CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWA C-651 OR PER CITY/TO! WATER DEPARTMENT STANDARDS. 9. DUCTILE IRON PIPES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C-600. 10. ALL MECHANICAL JOINTS ARE TO BE RESTRAINED. FITTINGS SHALL BE RESTRAINED BY MECHANICAL JOINT RESTRAINTS. THE PIPE CONNECTED TO THE FITTING SHALL BE RESTRAINED PER THE RESTRAINT SCHEDULE. (SEE DETAIL SHEETS) 11. THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT LES' 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL NOT PROCEED WITHOUT AUTHORIZATION BY THE ENGINEER. 12. ALL WATER MAINS, HYDRANT BRANCHES, AND SERVICES SHALL HAVE UTILITY WARNING TAPE. THE TAPE SHALL BE BURIED APPROXIMATELY 2 FEET BELOW FINISHED GRADE. 13. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. COMPACTION EQUIPMENT USED MUST BE SPECIFICALL' DESIGNED FOR COMPACTION. TAMPING WITH THE BACK OF THE BACK HOE BUCKET IS UNACCEPTABLE COMPACTION. 14. ALL WATER SERVICES SHALL BE 1 " DIA. COPPER TUBING TYPE K, SOFT TEMPER CONFORMING TO ASTM 888 UNLESS OTHERWISE NOTED. 15. DEPRESS WATER MAIN UNDER EXISTING SERVICES AND HYDRANT BRANCHES TO MAINTAIN 5'-0" OF COVER. 16. ALL WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM EXISTM OR PROPOSED SANITARY SEWER. DISTANCE SHALL BE MEASURED EDGE TO EDGE. 17. IDENTIFY EACH PIPE LENGTH & FITTING CLEARLY WITH MANUFACTURE'S NAME & TRADEMARK. NOMINAL PIPE SIZE & MATERIAL DESIGNATION. 18. ALL WATER MAINS & SERVICE PIPES SHALL BE LAID IN A TRENCH SEPARATE FROM ANY OTHER UTILITY (GAS, ELECTRIC, TELEPHONE, ETC.) SHALL BE A MINIMUM NO LESS THAN FIVE (5) FEET FROM ANOTHER UTILITY. 19. ALL MATERIAL SHALL BE IN ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "RULES REGULATIONS". ALL WORK TO BE PERFORMED IN ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "SPECIFICATIONS". CITY/TOWN WATER DEPARTMENT STANDARDS SHALL TAI PRECEDENCE OVER ANY REQUIREMENTS LISTED ABOVE. PERMITTING R LEVESQUE ASSOCIATES Y Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 Plaland.com u W L OMD z F- 0 p VC. W tb O L Q L _0 W C O W +O+ d ` 0. Lb .M L40 �mz v, M W _ SlitFllid/ s,:`' y`�Sht�C�trF�'3csr �ANOS P PARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 I u1 0 li : I if s.. REMOVE ' EXISTING W LK � f, £ Ivnr_ ;F1n � c PROTECT EXISTING TREE^ n I i ti m; Liv , EXISTING WALK aG I a TO BE REMOVED I i s ; f_ EXISTING WALLS &�It,' WALKS TO BE REMOVED REMOVE EXISTING GRANITE CURB CIRCLES EXISTING BIT. CONC. ! 1'" , / - , xu A`ft, , r 1 A9• WALK TO BE REMOVED & REPLACED / EXISTING WALLS LK r WALKS TO BE REMOVED_, ter- r r 's.4 1t� I lw� ,_ WATER SERVICE TO BE sP `' REUSED. COORDINATE WITH " ;.> t j ` � '0 v NORTHAMPTON WATER DEPT'1 1 .?'3 #5 ,r HABILITATED✓ ` 1 r r F TO r �x Qui 1 .'vi! ,,. (,•�+' ✓ "y, i w ,S. tl-"�,,.'a'^. 4^�, i ..1 i : i f_ 3`", r OPEN _.. >,<•; o-',d'iKa -'_...._".`.a''",� Al �•ie, LAWN _A r \ : L WA ....f4 � EXISTING BIT. CONC. WALK TO BE REMOVED & REPLACED G PARKING -Q f 1 GN O CONTRACTOR TO BUILDING I DIIN ENTIRELY DETERMINE LOCATION OF (11 EXISTING DRAIN. CUT AND Landscape Architects Civil Engineers • Land Surveyors PLUG AT STREET LINE \ ,y } DEMOLISHED l APPROXIMATE SAWCUT LINE. ', (TYPICAL) INCLUDING FOUNDATION, STEPS, dllt�pry `. `, M. LEVE • 7s as 7 a . t r4 .oma No IV Y rpA N D S G\\\ d \ !! 11 .Ill 1 J loll In PREPARED FOR: TREE TO BE & FOOTINGS, ETC. DISCONTINUE nREMOVED ISSUANCE DATE: May 23, 2016 i % x ', \ & REMOVE UTILITY SERVICES. WATER SERVICE TO BE 1 REUSED. COORDINATE WITH t NORTHAMPTON WATER DEPT. L�4C SCALE: AS NOTED E ; ,' ' LI REMOVE EXISTING WALK 20 0 10 20 40 SCALE: 1"=20' 91 NOTES 1. THE RECORD OWNER OF THE SUBJECT PROPERTY IS DONALD M. SHAW. SEE HAMPSHIRE COUNTY REGISTRY OF DEEDS BOOK 10224 PAGES 197 & 199. SEE ALSO PLAN BOOK 41 PAGE 57A. 2. THE PROPERTY LINES AND EXISTING CONDITIONS INFORMATION SHOWN HEREON ARE BASED UPON A PLAN TITLED, SITE PLAN, BRIDGE STREET & POMEROY TERRACE, NORTHAMPTON, MA OWNED BY DONALD M. SHAW" PREPARED BY PAUL S. SMITH LAND SURVEYING, DATED APRIL 8, 2013. 3. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 4. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 5. SUBJECT PARCELS ARE ZONED URBAN RESIDENCE C (URC) ACCORDING TO THE CITY OF NORTHAMPTON ZONING MAP. DEMOLITION NOTES 1. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL APPURTENANCES THAT MAY OR MAY NOT BE IN PLACE TO SERVE THE EXISTING ON-SITE STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB -SURFACE STRUCTURES MAY BE IN PLACE AND MA')i REQUIRE ATTENTION BEFORE CONSTRUCTION MAY PROCEED. 2. CONTRACTOR SHALL CONDUCT A PRE -DEMOLITION SURVEY TO IDENTIFY ANY AND ALL UTILITIES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN PLACE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL OR RELOCATION, INCLUDING BUT NOT LIMITED TO: ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID. 4. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 5. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO REMAIN. 6. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 7. ALL UTILITY DISCONNECTION SHALL BE PERFORMED TO THE SATISFACTION OF THE RELEVANT UTILITY COMPANY AND COMPLY WITH ANY LOCAL, STATE AND/OR FEDERAL REGULATORY AGENCIES. 8. CONTRACTOR SHALL PROMPTLY TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF OWNERS PROPERTY. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL. 9. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 10. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 11. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. 12. NO ACTIVITY SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINE AS SHOWN ON PLAN WITHOUT THE APPROVAL P OVAL OF THE LANDSCAPE ARCHITECT/ENGINEER AND LANDOWNER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-7233 A MINIMUM OF 72 HOURS (M -F) PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. 14. THE LANDSCAPE ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE DISCOVERED ON-SITE DURING DEMOLITION OR CONSTRUCTION THAT WAS NOT PREVIOUSLY INDICATED ON THE SURVEYS OR INFORMATION PROVIDED. 15. PAVEMENT SHALL BE SAWCUT AT THE LIMIT OF WORK. ALL PAVING, FOOTINGS, UTILITIES, CURBING AND OTHER EXISTING IMPROVEMENTS SHALL BE REMOVED OR SUITABLY MILLED TO THE SATISFACTION OF THE OWNER AND GENERAL CONTRACTOR. CONSTRUCTION SE QUENCE 1. CONTACT THE CITY OF NORTHAMPTON AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. 2. CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN. 3. INSTALL EROSION CONTROL LOG AS SHOWN ON THE PLANS. 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE. 5. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. 6. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. 7. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. 8. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 9. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 10. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. 11. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS. 12. AT THE DIRECTION OF THE CITY OF NORTHAMPTON, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. PERMITTING I� REMOVE & RELOCATE14 f 1 ------------ BUILDING I DIIN ENTIRELY GRANITE CURB RADIUS `- Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants \ ,y } DEMOLISHED l ', c r cti , INCLUDING FOUNDATION, STEPS, dllt�pry `. `, M. LEVE • 7s as 7 a . t r4 .oma No IV Y rpA N D S G\\\ d \ !! 11 .Ill 1 J loll In PREPARED FOR: Winterberry, LLC & FOOTINGS, ETC. DISCONTINUE Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 EXISTING BUILDING TO BE., % ', \ & REMOVE UTILITY SERVICES. DEMOLISHED IN ITS ENTIRETY ? UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED E ; ,' ' LI SEE NOTES THIS SHEET INCLUDING FOUNDATION, STEPS, & FOOTINGS ETC. DISCONTINUE 1 r,,r 6 k i & REMOVE UTILITY SERVICES. j,s> A , ' (r::..:. } { 1 SEE NOTES THIS SHEEP ` =::<a LOT "" °� �, f wr ai, - �( APPROXIMATE SAWCUT LINE. -- _ y REMOVE BERM. REUSE GRANITE CURB RETURNS LIMIT OF WORK/`: EROSION CONTROL LOG a ; ii A 11 K T ASPHALT PARKING & CONCRETE SLAB % r? " t !� ". •' r TO BE REMOVED �N ? Ci �yp�y�Y4 / = Iii 1 •'psi ".� {i NO FA,,s!iPmC SIGN t fj .6. ��} W, ",..^"'r V t 3 tali :,) EXISTING CATCH BASIN EXISTING 'Al � ,~ a ��.r.-s ASPt�..:r RIV WAY t TO BE REMOVED p INSTALL ANTI -TRACKING APRON (AS REQ'D) EXISTING GARAGE TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING FOUNDATION, -'rY; LIMIT OF WORK/ ASPHALT PARKING STEPS, &FOOTINGS, EIC. EXISTING FENCE EROSION CONTROL LOG &CONCRETE SLAB TO BE REMOVED TO BE REMOVED 20 0 10 20 40 SCALE: 1"=20' 91 NOTES 1. THE RECORD OWNER OF THE SUBJECT PROPERTY IS DONALD M. SHAW. SEE HAMPSHIRE COUNTY REGISTRY OF DEEDS BOOK 10224 PAGES 197 & 199. SEE ALSO PLAN BOOK 41 PAGE 57A. 2. THE PROPERTY LINES AND EXISTING CONDITIONS INFORMATION SHOWN HEREON ARE BASED UPON A PLAN TITLED, SITE PLAN, BRIDGE STREET & POMEROY TERRACE, NORTHAMPTON, MA OWNED BY DONALD M. SHAW" PREPARED BY PAUL S. SMITH LAND SURVEYING, DATED APRIL 8, 2013. 3. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 4. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 5. SUBJECT PARCELS ARE ZONED URBAN RESIDENCE C (URC) ACCORDING TO THE CITY OF NORTHAMPTON ZONING MAP. DEMOLITION NOTES 1. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL APPURTENANCES THAT MAY OR MAY NOT BE IN PLACE TO SERVE THE EXISTING ON-SITE STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB -SURFACE STRUCTURES MAY BE IN PLACE AND MA')i REQUIRE ATTENTION BEFORE CONSTRUCTION MAY PROCEED. 2. CONTRACTOR SHALL CONDUCT A PRE -DEMOLITION SURVEY TO IDENTIFY ANY AND ALL UTILITIES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN PLACE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL OR RELOCATION, INCLUDING BUT NOT LIMITED TO: ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID. 4. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 5. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO REMAIN. 6. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 7. ALL UTILITY DISCONNECTION SHALL BE PERFORMED TO THE SATISFACTION OF THE RELEVANT UTILITY COMPANY AND COMPLY WITH ANY LOCAL, STATE AND/OR FEDERAL REGULATORY AGENCIES. 8. CONTRACTOR SHALL PROMPTLY TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF OWNERS PROPERTY. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL. 9. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 10. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 11. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. 12. NO ACTIVITY SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINE AS SHOWN ON PLAN WITHOUT THE APPROVAL P OVAL OF THE LANDSCAPE ARCHITECT/ENGINEER AND LANDOWNER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-7233 A MINIMUM OF 72 HOURS (M -F) PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. 14. THE LANDSCAPE ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE DISCOVERED ON-SITE DURING DEMOLITION OR CONSTRUCTION THAT WAS NOT PREVIOUSLY INDICATED ON THE SURVEYS OR INFORMATION PROVIDED. 15. PAVEMENT SHALL BE SAWCUT AT THE LIMIT OF WORK. ALL PAVING, FOOTINGS, UTILITIES, CURBING AND OTHER EXISTING IMPROVEMENTS SHALL BE REMOVED OR SUITABLY MILLED TO THE SATISFACTION OF THE OWNER AND GENERAL CONTRACTOR. CONSTRUCTION SE QUENCE 1. CONTACT THE CITY OF NORTHAMPTON AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. 2. CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN. 3. INSTALL EROSION CONTROL LOG AS SHOWN ON THE PLANS. 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE. 5. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. 6. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. 7. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. 8. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 9. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 10. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. 11. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS. 12. AT THE DIRECTION OF THE CITY OF NORTHAMPTON, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. PERMITTING I� ------------ R IEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fux: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com z a J Q 0 � Lb z 0 _ I- J 50 G W � �o W 00 � Lb �'A Q W 00 C O W +O+ a r E a w WQ r. O thmz M ..- M W dllt�pry `. `, M. LEVE • 7s as 7 a . t r4 .oma No IV Y rpA N D S G\\\ d \ !! 11 .Ill 1 J loll In PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 LI PROPOSED CONCRETE WALK & STEPS (TYP) EXTEND GRANITE CURB. MOVE GRANITE CURB CIRCLE �.1 PROPOSED CONCRETE WALKS g1 (COORDINATE WITH ARCHITECTURALS) PROPOSED 5.0' CONCRETE WALK INSTALL GRANITE CURB (MATCH EXISTING) // ✓ , LOAM & SEED < r l PROPOSED 2 -STORY' DUPLEX BUILDING-\ 4 ti PROPOSED 2 -STORY DUPLEX 1,776 S.F. (FOOTPRINT) 20 0 10 20 40 SCALE: 1"=20' ,7j, PERMEABLE PAVERS (TYPICAL) CONCRETE CURB N w WG CS} DETECTABLE WARNING PANEL INSTALL ACCESSIBLE RAMPS 4.0' CONCRETE WALK i BIO -RETENTION BASIN #2 i PROPOSED 2 -STORY DUPLEX (T� 1,351 S.F. (FOOTPRINT) H r,_0 a V% opo °off OY¢ " 0( f` k, �O«nG4`,o c � DECK ' I OJ�� al CONCRETE CURB k TRANSITION 5 �- CURB MAILBOX { ©\ ;k CONCRETE DRIVEWAY -� APRON \� ZONE URBAN RESIDENCE C (URC) TOTAL LOT AREA (2 PARCELS) 4 18.0' r } f k MINIMUM FRONTAGE q >{ 'y "�atk� 206'. j rr ". D / " 10' TO _. RENABILITATE TO BE d. CONCRETE (\ r BASIN #1 (6 UNITS) 21'. WALK \ +0 3�i/ 10' \ o 30' -30' MINIMUM OPEN SPACE 30% 33% # R=10.0' 24* 24* PROPOSED BENCH R�10.0' MONOLITHIC , 30,000 SQ. FT. (12 UNITS SHOWN) (TYPICAL) CONCRETE WALK/CURB i BIO -RETENTION BASIN #2 i PROPOSED 2 -STORY DUPLEX (T� 1,351 S.F. (FOOTPRINT) H r,_0 a V% opo °off OY¢ " 0( f` k, �O«nG4`,o c � DECK ' I OJ�� al CONCRETE CURB k TRANSITION 5 �- CURB MAILBOX { ©\ ;k CONCRETE DRIVEWAY -� APRON R=10.0 D, OPENING IN CURB/ - INSTALL TRANSITION CURB (TYPICAL) P. PERMEABLE PAVERS (TYPICAL) PROPOSED BICYCLE PARKING REUSE EXISTING GRANITE CURB RETURN --INSTALL BERM (MATCH EXISTING) �'5 kw, MEET EXISTING WALK 7nNING INFnRAAATInN LOT INFORMATION \� ZONE URBAN RESIDENCE C (URC) TOTAL LOT AREA (2 PARCELS) 30,744 SQ. FT. (0.71 ACRES) 18.0' r } f k MINIMUM FRONTAGE 50' 206'. MINIMUM DEPTH ; / BIO -RETENTION 10' -._. ........ .._...... d. s (\ r BASIN #1 � 21'. MINIMUM ACCESSORY SETBACK ' +0 3�i/ 10' \ o 30' -30' MINIMUM OPEN SPACE 30% 33% # R=10.0' 24* 24* BICYCLE PARKING (0.1 SPACE/UNIT - 50% SHALL BE LONG-TERM) R�10.0' MONOLITHIC LOT SIZE/MAXIMUM DENSITY (2,500 SQ.FT. PER UNIT) 30,000 SQ. FT. (12 UNITS SHOWN) 30,744 SQ. FT. CONCRETE WALK/CURB R=10.0 D, OPENING IN CURB/ - INSTALL TRANSITION CURB (TYPICAL) P. PERMEABLE PAVERS (TYPICAL) PROPOSED BICYCLE PARKING REUSE EXISTING GRANITE CURB RETURN --INSTALL BERM (MATCH EXISTING) �'5 kw, MEET EXISTING WALK 7nNING INFnRAAATInN LOT INFORMATION PROPOSED ZONE URBAN RESIDENCE C (URC) TOTAL LOT AREA (2 PARCELS) 30,744 SQ. FT. (0.71 ACRES) SITE PLAN INFORMATION REQUIRED PROVIDED MINIMUM FRONTAGE 50' 206'. MINIMUM DEPTH 75' >150' MINIMUM FRONT YARD SETBACK 10' 10'. MIN. SIDE YARD SETBACK (30' BLDG. HGT.) 10' 10'. MINIMUM REAR YARD SETBACK 20' 21'. MINIMUM ACCESSORY SETBACK 4' N/A MINIMUM SEPARATION BETWEEN BUILDINGS 10' 10'1 MAXIMUM BUILDING HEIGHT 30' -30' MINIMUM OPEN SPACE 30% 33% # MINIMUM PARKING (1 SPACE/1,000 GROSS FLOOR AREA)* 24* 24* BICYCLE PARKING (0.1 SPACE/UNIT - 50% SHALL BE LONG-TERM) 2 SPACES TOTAL (I LONG-TERM) I12 TRIPS LOT SIZE/MAXIMUM DENSITY (2,500 SQ.FT. PER UNIT) 30,000 SQ. FT. (12 UNITS SHOWN) 30,744 SQ. FT. NO MORE THAN 2 SPACES REQUIRED PER UNIT* PEAK -HOUR VFHICI F TRIPS EXISTING PROPOSED BUILDING TYPE # OF TRIPS BUILDING TYPE I;E OF TRIPS HOTEL: Landscape Architects TWO-FAMILY W/ GARAGE. Environmental Consultants 21 EFFICIENCY ROOMS 11 2 DWELLING ROOMS 2 CORNER APARTMENT BUILDING: TWO-FAMILY W/ GARAGE. u 6 DWELLING UNITS 6 2 DWELLING UNITS 2 TWO-FAMILY BUILDING: CORNER APARTMENT BUILDING: w C A0 u a i.l. aL M = w C.W Q C t,mz M 2 DWELLING UNITS 2 6 DWELLING UNITS 6 TWO-FAMILY BUILDING `. C�ytFA LE4 Q tp r r 's- Gr� �i//s�'%//� SANDS; PQ�\ms`s PREPARED FOR: 2 DWELLING UNITS 2 Springfield, MA 01105 19 TRIPS I I12 TRIPS CALCULATIONS BASED ON NORTHAMPTON ZONING BYLAW (§350-11.6.8.) RESIDENTIAL: 1.0 TRIP/DWELUNG UNIT HOTEL: 0.5 TRIPS/ROOM NOTES 1. THE RECORD OWNER OF THE SUBJECT PROPERTY IS WINTERBERRY, LLC. SEE HAMPSHIRE COUNTY REGISTRY OF DEEDS BOOK 11991 PAGES 221 & 223. SEE ALSO PLAN BOOK 41 PAGE 57A. 2. THE PROPERTY LINES AND EXISTING CONDITIONS INFORMATION SHOWN HEREON ARE BASED UPON A PLAN TITLED, SITE PLAN, BRIDGE STREET & POMEROY TERRACE, NORTHAMPTON, MA OWNED BY DONALD M. SHAW", PREPARED BY PAUL S. SMITH LAND SURVEYING, DATED APRIL 8, 2013. 3. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 4. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 5. SUBJECT PARCELS ARE ZONED URBAN RESIDENCE C (URC) ACCORDING TO THE CITY OF NORTHAMPTON ZONING MAP. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO AASHTO M248 TYPE "N". 2. STOP BARS SHALL BE 12" WIDE (WHITE). 3. ALL PARKING STALL LINES SHALL BE 4" WIDE (WHITE). 4. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", MASSDOT, STATE BUILDING CODE AND ADA REQUIREMENTS, AND AS SHOWN ON THE PLANS & DETAILS. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. Le ------------- 1, OR LEVESQUE SS0CIATES z Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com z u J a. J Q C. t0 W o GML Q L H G Lb I- p w C A0 u a i.l. aL M = w C.W Q C t,mz M }-._ J a 2 C. m `. C�ytFA LE4 Q tp r r 's- Gr� �i//s�'%//� SANDS; PQ�\ms`s PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 5, 2016 'REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 INSTALL INLET PROTECTION INSTALL INLET PROTECTION U.f' ti I,P. FND r 20 0 10 20 40 SCALE: 1 "=20' fi �/ OROS P 2 '4 4� j FLUSH PWQU-1 RIM= 138.77 / PYD-1 \ RIM= 138.25 �\ 138 SA, IND. 4( fw, REHABILITA T TATED TO BE(6UNITS) / K 0 tla. 139 DECK b \ 5 1 TW 14085 6" REVEAL J ; t ; + 1,R _ FND, PDMH-1 RIM= 138.82 SET BENCHMARK ARROW HEAD ON HYDRANT ELEVATION 140.73 (NAVD 88) O 0 PYD-2 RIM= 138.25 n GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RIA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE CITY DEPARTMENT SPECIFICATIONS. SITE DEMOLITION NOTES 1. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL APPURTENANCES THAT MAY OR MAY NOT BE IN PLACE TO SERVE THE EXISTING ON-SITE STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB -SURFACE STRUCTURES MAY BE IN PLACE AND AWAY REQUIRE ATTENTION BEFORE CONSTRUCTION MAY PROCEED. 2. CONTRACTOR SHALL CONDUCT A PRE -DEMOLITION SURVEY TO IDENTIFY ANY AND ALL UTILITIES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN PLACE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS. 3. UTILITIES SHALL BE TERMINATED TO THE SATISFACTION OF THE PERTINENT LOCAL, STATE, AND/OR FEDERAL REGULATORY AGENCIES. 4. NO BURNING OF DEMOLITION MATERIALS WILL BE TOLERATED ON-SITE; CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER AND LEGAL HANDLING AND DISPOSAL OF ALL DEMOLITION WASTE. 5. PROPOSED ENTITIES AND GRADING ARE SHOWN FOR REFERENCE ONLY. SEE ADDITIONAL SHEETS IN PLAN SET FOR MORE INFORMATION. SHORT-TERM EROSION CONTROL MAINTENANCE 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF-SITE SEDIMENTATION IF DEEMED NECESSARY BY ON-SITE INSPECTION. 3. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD, AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. 5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID EXCESS EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. 6. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6 -INCHES DEEP OR AS NEEDED. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON-SITE, 7. DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. 8. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO OFF-SITE SILTATION. 10. INSPECT AND MAINTAIN CONSTRUCTION ENTRANCE STONE SUCH THAT SEDIMENT DOES NOT TRACK ONTO THE STREET. ANY SEDIMENT TRACKED ONTO THE STREET SHALL BE CLEANED DAILY. 11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN PAVED, THE CONTRACTOR SHALL PROTECT THE INLETS BY CONSTRUCTING INLET PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOAMED AND SEEDED. 12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAL OF MEASURES, DISTURBED AREAS' SHALL BE REGRADED AND STABILIZED AS NECESSARY. 13. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF SILTATION TO WETLAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE BOUNDARIES. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, ' INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. PERMITTIN R IEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland°com Z a Lb OW o U1 Zr- M O W Z O z1- Q-0 r Z W W L� 00 g- Lb Q Ln 00 C O W .+w a ` a E tb M M W Q C. LnMZ � IM D� MM W W Uli±tRtNF!{/// x�P i N••� la+: �^ra PREPARED FOR; Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 3 b W wi 1 y. i } 8"NVERI 129,5 Fps WA s t i PROPOSED WATER SERVICES COORDINATE CONNECTION WITH NORTHAMPTON WATER DEPT. ^t PSMH-2 RIM= 139.14 8" IN=131.80 (DMH -57) �q� ` ; z. DROP ELECTRIC 8" OUT=131.70 (PSMH-1) fx ;. FROM UTILITY POLE i PYD-2 RIM= 138.25 12" NYOPLAST DOME GRATE �� 6" IN=134.00 (UNDERDRAIN) APPROXIMATE SAWCUT LINE r' 4ss1., 136,25 N v f ' i R:3d 13t3a};, 12" OUT= 134.50 (PWQU-1) �� c.. . -- r ` (TYPICAL) / jr1i 13.33 v pti`t1 t ` s -..Sf..` ✓"ria,"}{. _. _ r, p ti BENCHMARK 4,ARROW HEAD ON HYDRANT ELEVATION 140.73 (NAND 88) 41 PROPOSED UNDERGROUND ELECTRIC / COORDINATE CONNECTION WITH TIE DOWNSPOUTS UTILITY PROVIDER & ARCH. PLANS U,P. _� � ,�� 's`t = "r ; � . INTO ROOF LEADERS r'' / t j REUSE EXISTING GAS (TYPICAL) "� , SERVICE. COORDINATE WITH r'� UTILITY PROVIDER REUSE EXISTING GAS SERVICE. -.. 4D y� COORDINATE CONNECTION WITH UTILITY PROVIDER y �, �' ; ` - cis REUSE EXISTING WATER SERVICE REUSE EXISTING WATER `� . 1 s c i \`t COORDINATE CONNECTION WITH O NORTHAMPTON WATER DEPT. SERVICE. COORDINATE WITH ,4kr rr 1 a> ``�, ,� t"> � © � 1� ' T NORTHAMPTON WATER DEPT.. U.F. n r f i r 7 BER UAT c ,33.2 0 7 ' R Ni STUB hVERT -� 134.': PSMH-i r,, ��. � �'✓ r'` '�Y� l 6 8" PVC 1 � o `, � RIM=137.81 M .,PRG i 11:I=0.020 8» IN=130.50 (PSMH-2) h. Y ITT 8 MAIN -127.61 12 #ET 14. a 4= ` BID RETENTION BASIN #2 Iii o ) 9 1 UNDERORAIN FN 2� 6" INV=133.3 ✓ / r ri i,, 6 INV=133.3 #37 _ <' REUSE EXISTING GAS 'IXOOom ` r SERVICE. COORDINATE WITH l � ' UTILITY PROVIDER 135 DECK REUSE EXISTING WATER i 6" INV=134.3 SERVICE. COORDINATE WITH ROOF LEADER. \\ vC -u w { t NORTHAMPTON WATER DEPT. 8" PVC f 41 6" INV -134.3 $ P 020 12" HDPE S=0.010 (MIN)',° , Sf 139 53 LFA_ { PROPOSED WATER SERVICE. 5=0.015 < . �O�6" PVC p COORDINATE CONNECTION WITH PSMH-3 k 12" HDPE © "PVC{ y ? NORTHAMPTON WATER DEPT. i RIM= 139.34 \i \ 11 LF 6 / 6" IN= 134.00 (UNIT 1) S=0.073 6" INV=134 0 i "�. `� i a\ � � -""'" ' 6PROPOSED SANITARY 6" IN=134.00 (UNIT 2) \1 / " INV=134.0 1 ', ':, 1� CONNECTION. COORDINATE 8" OUT=133.90 (PSMH-2) 1 CONNECTION WITH ; INSTALL CLEANOUT ' NORTHAMPTON DPW. AT BENDS( & TEES 1 a r` 1 1 ° 1 9 t " NVERT 1:26. 1 TYPICAL �� '� j { ^•� .._�".. ....•�. j ._,., ,� 12° �i VERT 5,:1 1 ..(Assl?°dsm) �° F 1 J r PYD-1 RIM= 138.25 12" NYPOLAST DOME GRATE 6" IN=134.00 (UNDERDRAIN) / • 12" HDPE 12" OUT=134.50 (PWQU-1) INV- 134.0-+1, - 26 LF .,.135. (i✓� �' � S=0.008 ROOF LEADER d. 8" HDPE �r 4 5=0.010 (MIN) ice,. `� A� „rr, � .. � � } � r •� �,, i� � <' i G� UNDERDRAIN \ r 139 i PWQU-1 BIO -RETENTION BASIN #1 :=l.P 45.2 BED 39 1t RIM=138.77 12" IN=133.70 (PYD-1) 12" IN=133.70 (PYD-2) 12" OUT=133.70 (PDMH-1) FND. PDMH-1 RIM= 138.82 :t c: 12" IN=133.50 (PWQU-1) 24" OUT=132.50 (ISOLATOR ROW) PROP. SUBSURFACE INFILTRATION BED 12" OUT=133.50 (MANIFOLD) STORMTECH SCS -740 CHAMBERS 4 ROWS x 6 CHAMBERS (24 TOTAL) BOTTOM STONE ELEV=132.00 BOTTOM CHAMBER ELEV-132.50 TOP STONE ELEVATION= 135.50 20 0 10 20 40 06 SCALE: 1"=20' CONSTRUCTION NOTES 1. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 3. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS. 4. APPROVED PLANS TO BE ON SITE AT ALL TIMES. 5. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 7. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 9. CALCIUM CHLORIDE/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES. 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 11. ALL CONSTRUCTION METHODS TO CONFORM TO NORTHAMPTON PLANNING BOARD REGULATIONS AND BOARD OF PUBLIC WORKS SPECIFICATIONS. 12. NORTHAMPTON DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 13. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS. 14. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS 70 DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL, WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE CITY OF NORTHAMPTON DEPARTMENT SPECIFICATIONS. UTILITY NOTES 1. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISTING/PROPOSED BUILDING TO SERVICES IN THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY. 2. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF ALL UTILITIES. 3. UTILITY CONNECTIONS (NATURAL GAS, ELECTRICAL, TELECOMMUNICATIONS, ETC) SHOWN HEREON ARE SCHEMATIC IN NATURE TO DEPICT CONNECTION OF SAID UTILITIES TO THE SUBJECT BUILDING(S). THE RESPECTIVE UTILITY PROVIDER SHALL BE RESPONSIBLE .FOR THE FINAL DESIGN OF THE RELEVANT UTILITY. 4. ALL EXISTING UTILITY SERVICES CONNECTED TO GYMNASIUM SHALL BE DISCONTINUED AND COORDINATED WITH THEIR RESPECTIVE PROVIDERS. SUBSURFACE INFILTRATION BASIN CONSTTRUCTION NOT AT A MINIMUM, ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE SUBSURFACE BASIN AT THE FOLLOWING MILESTONES. 1. EXCAVATION OF THE INFILTRATION AREA 2. INSTALLATION OF THE STONE & CHAMBERS PRIOR TO BACKFILL 3. BACKFILL OF INFILTRATION SYSTEM PRIOR TO COVERING WITH FILL R IEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 r1aland.com z 5 CL w N Lb w Q u C. ��Q W 0 C a u i a M WQ ' C. utmz � CL v� M CC G CC CRAVAV y � 1 o 6 PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE; May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 i 2.0 0 110 210 40 SCALE: 1 "=20' Til AR mw AR PLANT LIST 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING KEY QTY. BOTANICAL NAME COMMON NAME SITE SPACING AC 1 ACER GRISEUM PAPERBARK MAPLE 2-2.50 CAL. AR 6 ACER RUBRUM RED MAPLE 2-2.5" CAL. BN 1 BETULA NIGRA 'HERITAGE' RIVER BIRCH 2.5-3" CAL. (MULTI—STEMMED) CC 2 CERCIS CANADENSIS EASTERN REDBUD 2-2.5" CAL. NS 6 NYSSA SYLVATICA BLACK TUPELO 2-2.5" CAL. CL z CL tn Z < AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. AG 5 ANDROPOGON GERARDII BLUEJOINT 2 GAL. BM 106 BUXUS MICROPHYLLA 'BABY GEM COMPACT BOXWOOD 3 GAL./2' D.C. CA 3 CLETHR4 ALNIFOLIA SUMMERSWEET 5 GAL. HV 2 HAMAMELIS 14RGINIANA WITCH HAZEL 5 GAL. IV 2 ILEX VERTICILLATA* WINTERBERRY 5 GAL. . . .............. 3 JUNIPERUS COMMUNIS 'COMPRESSA' COMMON JUNIPER 5 GAL. LB 4 LINDERA BENZOIN . . ... ..... . . . . . ..... V MP 4 MYRICA PENNSYLVANICA BAYBERRY 5 GAL. PV 27 PANICUM WRGATUM INDIAN GRASS 2 GAL. SN 3 SORGHASTRUM NUTANS BIRDSFOOT TREFOIL 2 GAL. iz 9 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL. VL 3 VIBURNUM LENTAGO NANNYBERRY 5 GAL. LAWN AREA (MIN. 4- LOAM & SEED) RATE PER SUPPLIER REC. AR 2.0 0 110 210 40 SCALE: 1 "=20' Til AR mw AR *NOTE. ONE (1) MALE PLANT PER SIX (6) PROPOSED PLANTINGS OR PORTION THEREOF, INTERDISPERSED AMONGST PLANT BED(S) PLANT LIST 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING KEY QTY. BOTANICAL NAME COMMON NAME SITE SPACING AC 1 ACER GRISEUM PAPERBARK MAPLE 2-2.50 CAL. AR 6 ACER RUBRUM RED MAPLE 2-2.5" CAL. BN 1 BETULA NIGRA 'HERITAGE' RIVER BIRCH 2.5-3" CAL. (MULTI—STEMMED) CC 2 CERCIS CANADENSIS EASTERN REDBUD 2-2.5" CAL. NS 6 NYSSA SYLVATICA BLACK TUPELO 2-2.5" CAL. CL z CL tn Z < AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. AG 5 ANDROPOGON GERARDII BLUEJOINT 2 GAL. BM 106 BUXUS MICROPHYLLA 'BABY GEM COMPACT BOXWOOD 3 GAL./2' D.C. CA 3 CLETHR4 ALNIFOLIA SUMMERSWEET 5 GAL. HV 2 HAMAMELIS 14RGINIANA WITCH HAZEL 5 GAL. IV 2 ILEX VERTICILLATA* WINTERBERRY 5 GAL. JC 3 JUNIPERUS COMMUNIS 'COMPRESSA' COMMON JUNIPER 5 GAL. LB 4 LINDERA BENZOIN SPICEBUSH 5 GAL. MP 4 MYRICA PENNSYLVANICA BAYBERRY 5 GAL. PV 27 PANICUM WRGATUM INDIAN GRASS 2 GAL. SN 3 SORGHASTRUM NUTANS BIRDSFOOT TREFOIL 2 GAL. Ss 9 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 2 GAL. VL 3 VIBURNUM LENTAGO NANNYBERRY 5 GAL. LAWN AREA (MIN. 4- LOAM & SEED) RATE PER SUPPLIER REC. *NOTE. ONE (1) MALE PLANT PER SIX (6) PROPOSED PLANTINGS OR PORTION THEREOF, INTERDISPERSED AMONGST PLANT BED(S) LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO CROSS—REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. J. ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED Civil Engineers - Land Surveyors IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ph: 413.568.0985 fax: 413.568.0986 THE SPECIFICATIONS FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY. 4. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE Exmwnw CONTRACTOR, "DIGSAFE" AND ANY z APPLICABLE NON—[DIGSAFE] MEMBER UTILITIES MARK ALL UNDERGROUND 6TILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT CL z CL tn Z < AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. I :L4 Mal LTA k 0 9 1 L11 R LEVESQUE ASSOCI AIrCS w B�% I %w z Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street - P.O. Box 640 Westfield, MA 01086 r1alland.com W U z MC. C. 00 CL z CL tn Z < W Lb 0 Ln r. 00 Gw W. E .1n 0 0 w _w CL U M M `Lb E 4j a. = w "w wC. 4-11 rd C' th m 0 z w a Cn M C. Im aS P PARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23,2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 150620 20 0 10 20 40 SCALE: 1"=20' M LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT DESCRIPTION * 4 SA4 SINGLE AAL #PROV—T4-32LED-4K-450—HSS loft POLE CALCULATION SUMMARY LABEL CALCTYPE UNITS AVG MAX ON GROUND ILLUMINANCE I FC 10.24 12.8 1 O0 LIGHTING NOTES, 1. PROPOSED FIXTURE: PROVIDENCE MEDIUM HOUSING (LED) FROM ARCHITECTURAL AREA LIGHTING. POLE HEIGHT: 10 FEET. 2. FOOT CANDLE VALUES SHOWN ON PLAN DO NOT REFLECT LIGHT FROM WALL MOUNTED FIXTURES. 3. PHOTOMETRIC CALCULATIONS PROVIDED BY THE LIGHTING MANUFACTURER. 0 m 0 -c R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com u z M C. U O O a W :n Q Ln C. w� " In C Gu D. a L Lb a,C Lac LnMZ 01M v2 m 1717/q/Aj ��»tt9�141j. �0A. E i �ANO1H6tiPe\ PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 150620 1.5 "x 1.5" OAK STAKE FILTER FABRIC (MIRAFI ENVIROFENCE 100K OR EQUAL) EXISTING GRADE 20" MIN. � PROPOSED GRADE FLOW I ...] [ ' "` / ""COMPLETELY COMPLETELY BURY 16" MIN. END OF FILTER I FABRIC IN TRENCH SECTION SILT FENCE DETAIL NO SCALE 2 EACH DUMP S DUMP STRAP I' (25mm) REBAR FOR BAG REMOVAL FROM INLET SILT SACK EXPANSION RESTRAINT V4" (6mm) NYLON ROPE, 2' (51 mm) FLAT WASHERS] INLET PROTECTION - SEDIMENT FILTER SACK NO SCALE 6" VARIES (SEE PLAN) CHAMFER 4" CEMENT CONCRETE (6" IN VEHICULAR AREAS) 6" REVEAL (TYP.) TOOLED JOINT SEE PLAN '�---- 1.5% MAX. 1.0% M a e d "'�' \-W.W. MESH 12J o 6" COMPACTED GRAVEL � 1 �, ` ` COMPACTED SUBGRADE 12" NOTES: 1. PROVIDE EXPANSION JOINTS AT MINIMUM 30 FEET O.C. WITH PRE -MOULDED JOINT FILLER. 2. PROVIDE CONTROL JOINTS AT 6 FEET O.C. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 4. CEMENT CONCRETE SHALL BE 4,000 PSI, TYPE 11. SECTION EXPANSION JOINT SEALANT (AT FIXED LOCATIONS) CONCRETE SIDEWALK 1/2' Y2" PREFORMED EXPANSION JOINT ° d.' a BUILDING FACE OR FIXED OBJECT JOINT DETAIL CATCH BASIN OR MANHOLE HAY BALE INSTALL FILTER FABRIC UNDER GRATE MIN. 4" OVERLAP WOOD STAKE NOT INSTALL BARRIER AT EACH CATCH BASIN AND DRAINAGE BASIN. CATCH BASINS IN PAVEMENT AREAS ARE TO RECEIVE ONLY THE FILTER FABRIC TREATMENT. INLET PROTECTION - HAY BALES NO SCALE FINISHED GRADE (TREATMENT VARIES) NOTES, SEE PLAN - W.W. MESH 6x6-10 GAUGE 2,0 (MAX 1.0% (MIA //_1-3/4" TO 3" ANGULAR CRUSHED STONE GEOTEXTILE NOTE LFABRIC 1. L SIDEWALK SLOPES ARE MAXIMUMS. 2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUND IN MHD SUPPLEMENTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ENGLISH UNITS, JUNE 6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, - - - - - - - - - - - - - AS AMENDED - UNLESS OTHERWISE SPECIFIED. 6" MIN 3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 6X71% 15' MINIMUM AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. SECTION A -A 5. SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTRACTION DURING DRYING. 6. INSTALL 1/2" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS 7. BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF TRAVEL 8. SIDEWALK IS REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST FOR MINIMUM OF 50' MINIMUM 72 HOURS AFTER HAS SET-UP. 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 A, 10. DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL. 1:50 (2.0%) MAX. SLOPE FOR DRAINAGE DETECTABLE WARNING PANEL 15' MIN. s 35' MINIMUM PAINTED CROSSWALK (IF REQ'D-SEE PLAN) A D; THROUGH ENR NCE (IF PRESENT) ° 000 000000 ` ' 1:50 (2.0%) MAX. SLOPE NOTES 0000000000 n (4.0' x 4.0' MIN. LANDING) 1. EACH SITE ENTRANCE IS TO HAVE A TEMPORARY CONSTRUCTION ENTRANCE. 00 2. STONE IS TO BE 1-3 4" TO 3" ANGULAR CRUSHED STONE. GRADE TO DRAIN 3. PLACE GEOTEXTILE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 1:50 (2.0%) MAX. 4. ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMMEDIATELY. 1:12 (8.3%) MAX. RAMP SLOPE 5. ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE CURB BERM ORIGINAL DEPTH. 6 / . ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT THE TRANSITION/ CONTRACTORS/DEVELOPERS EXPENSE. (VARIES) 1:50 (2.0%) MAX. SLOPE 7. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR (4.0' x 4.0' MIN. LANDING) IMPASSABLE, A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED. NOTE: ALL WORK SHALL CONFORM TO FULL CURB/BERM ANTI -TRACKING APRON (AS REQ'D) APPLICABLE LOCAL ORDINANCES AS WELL NO SCALE AS LATEST ADA STANDARDS. ACCESSIBLE RAMP DETAIL NO SCALE 4" THICK CONCRETE SIDEWALK (6" AT DRIVEWAYS) FINISHED GRADE (TREATMENT VARIES) R °°o o° 8°° °0 °o o° 8°9• ' -*.68.02 0 0 i' o ° °,o 8"°BASE° COURSE -0 0 ° o ° °°0 0 ° -0 _ Q s _ COMPACTED SUBGRADE FINISH GRADE 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE- MOLDED JOINT FILLER. 2. PROVIDE CONTROL JOINTS AT 6' O.C. \ \ 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 4. CEMENT CONCRETE SHALL BE 4,000 PSI -TYPE It. MONOLITHIC CONCRETE CURB & SIDEWALK NO SCALE CONCRETE SIDEWALK Y2" PREFORMED EXPANSION JOINT REINFORCED CONCRETE SIDEWALK SECTION NO SCALE PRECAST CONCRETE CURB 6" REVEAL (TYP.) SEE PLAN TOP COURSE BINDER -\ PRECAST CONCRETE CURB NO SCALE UNDISTURBED MATERIAL EXPANSION JOINT SEALANT (WHEN REQ'D) BLDG. FACE OR FIXED OBJECT SLOPE AS INDICATED ON PLAN 1-1/2" TYPE -1 ASPHALT CONCRETE TOP COURSE 2" TYPE -1 ASPHALT CONCRETE BINDER COURSE els¢ Be e e ee �: �e s� �e �• ��¢ e� 4" PROCESSED GRAVEL J (COMPACTED TO 95% STANDARD PROCTOR) 8" COMPACTED BANK RUN GRAVEL BASE BITUMINOUS CONCRETE PAVING DETAIL NO SCALE 1 PLANT AT THE SAME DEPTH AS PREVIOUSLY GROWN 3" PINE BARK MULCH UNTIE AND ROLL BACK BURLAP FROM Ya OFF ROOT BALL (MIN.); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY SLOPE TO FORM SAUCER PLANT BACKFILL MIXTURE SCARIFY EXISTING SOIL & BLEND WITH PLANTING MIX 1:1 AND COMPACT EXISTING SUBGRADE SHRUB PLANTING DETAIL NO SCALE BLACK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) THREE STRANDS OF 110 GAUGE TWISTED GALVANIZED STEEL WIRE GALVANIZED EYE AND TURNBUCKLE 2`X2" UNPAINTED CEDAR STAKE (3 STAKES PER TREE) TIGHTEN AS SHOWN TREE WRAPPING PAPER TO SECOND BRANCH TREE SHALL BE SET AT OR l" ABOVE THE ESTABLISHED FINISHED GRADE 3" PINE BARK MULCH SLOPE TO FORM SAUCER UNTIE AND ROLL BACK BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY PLANT BACKFILL MIXTURE SCARIFY EXISTING SOIL & BLEND WITH PLANTING MIX 1:1 & COMPACT EXISTING SUBGRADE TREE PLANTING DETAIL NO SCALE R LEVESQUE ASSOCIATES z Landscape Architects. Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street - P.O. Box 640 Westfield, MA 01086 rlaland.com u Cc W Lb �,A Q //Yyy��, L W Ul W C Q (L h. Wp, M W Q L e� N0 thmz cm M v2 C.W \\ttlitlt91111tP/ N0.139g dPtP:IftE7iltflt\\ PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 150620 i" PVC PLUG EXISTING CLAY SEWER PVC BUILDING SEWER I I I LONG SWEEP 45' BEN I I I "IFF UP TO 10PROPERTY LINE' FROM HOUSE. J%FT INSIDE 10 I FT i PVC EXIST GRADE 45' WYE -1 t 3� 0 PLAN !' LOCATION STAKE 4' MIN. COVER LESS THAN MIN. MUST BE APPROVED BY TOWN ENGINEER 1/4" PER FOOT (MINIMUM PVC BUILDING SEWER SECTION V_ ILL WYE I j LONG SWEEP 45' BEND 45* 45' 45' WYE - EXISTING SEWER NOTES: 1. BUILDING SEWERS SHALL BE 4"0 EXCEPT AS DIRECTED BY THE ENGINEER 2. LOCATION AND DEPTHS OF BUILDING SEWERS TO BE DETERMINED IN THE FIELD BY THE ENGINEER TYPICAL BUILDING SEWER CONNECTION DETAIL NO SCALE SAW CUT EXISTING BIT. CONCRETE PAVEMENT AFTER EXCAVATING TRENCH AND PROVIDE HOT BITUMIN SEAL WHERE NEW BIT. CONCRETE MEETS EXISTING -2'-0" MIN. SEE PAVEMENT /� SECTION DETAIL BRACE OR BATTER TRENCH WALLS AS REQUIRED FOR STABILITY - SEE NOTE #1 MAXIMUM TRENCH WIDTH AT TOP OF PIPE=O.D.+2 PIPE AS PER PLAN COMPACTED SUBGRADE OR UNDISTURBED MATERIAL 5'-0" MIN. COVER FOR WATER SERVICE PIPE TRENCH DETAIL (STANDARD NO SCALE EXISTING PAVEMENT -+-2'-0" MIN. — -I TRENCH NOTES "NEENAH" R-7506 SERIES FLOOR BOX FRAME AND LID, OR EQUAL W/ S.S. CAP SCREW CLOSURE CLASS A" CONCRETE BIT. CONC. PAVEMENT AS SPECIFIED CLEAN OUT SCREW IN I VARIES 6" MIN. 6" ja: CONCRETE COLLAR IN NON -PAVED AREAS ONLY 5'-0" MIN. ADJUSTABLE VALVE BOX GATE VALVE �- (MJ x MJ) WATER MAIN v NOTES 1. ALL VALVE BOXES LOCATED IN NON -PAVED AREAS SHALL BE ENCASED IN MIN. 6" THICK 24" SQUARE CONCRETE BLOCK CONCRETE, 6" ALL AROUND 2. SET VALVE BOX FLUSH IN PAVED AREAS 11 1 2" GRASS TYPICAL BURIED VALVE ` 1/2" ! NO SCALE 6` L i 12" 1I" SWEEP NOTE: 4" 0 PVC SEWER PIPE AND FITTINGS TO BE ASTM D-3033 OF D-3034 SDR -35 CLEANOUT REQUIRED WYE EVERY 100' OF LATERAL TYPICAL SANITARY CLEANOUT NO SCALE LIMITS OF TRENCH EXCAVATION EXISTING UTILITY - NEW PIPE VARIES SCREENED GRAVEL FROML-w- A SEE TYPICAL UNDISTURBED EARTH TOZ L_ TRENCH SECTION MID -DIAMETER OF EXISTING UTILITY TYPICAL SECTION 12" 12" EXISTING UTILITY VARIES UNDISTURBED _/ \— NEW PIPE MATERIAL SECTION "A—A" UTILITY CROSSING DETAIL NO SCALE WATER MAIN /\ADO c7no _LA 5'-0" MIN. VVI\V VV/\ CORPORATION STOP WATER MAIN MAIN SIDE SECTION TYPICAL WATER SERVICE CONNECTION NO SCALE DOWNSPOUT (VERIFY SIZE WITH ARCHITECTURAL PLANS) o Q I" OVERLAP o --- 45' BEND a PVC (VARIABLE LENGTH) PIPE DIAMETER AS REQ'D o TO ACCEPT DOWNSPOUT 0SEE SITE PLANS FOR o SIZE OF COLLECTOR WATER TIGHT p CONNCECTION a 45' BEND DOWNSPOUT COLLECTOR DETAIL NO SCALE ADJUSTABLE SERVICE BOX CURB STOP HOUSE SIDE CONNECT TO EXISTING SERVICE SUPPLY FITTINGS AS REQUIRED 1. SHEETING, WHEN REQUIRED TO BE CUT OFF AT LEAST 5 FT BELOW STREET AND A MINIMUM OF 1 FT. ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW R LEVESQUE MID -DIAMETER OF THE PIPE SHALL BE Landscape Architects Civil Engineers • Land Surveyors LEFT IN PLACE. STEEL SHEETING DRIVEN ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 BELOW MID -DIAMETER MAY BE WITHDRAWN rlaland.com IF APPROVED IN WRITING BY THE W ENGINEER. FOR P.V.C. PIPE, ALL SHEETING COMPACTED bi Q w o DRIVEN BELOW MID -DIAMETER SHALL BE GRANULAR LEFT IN PLACE. BACKFILL 2. SELECTED COMMON FILL, HAND PLACED, FROM MID -DIAMETER OF PIPE TO 12" ABOVE, TOP OF PIPE. 3. TRENCHES LOCATED ON THE ROAD OF a FIUPE 3. � CRAY � SHOULDER SHALL BE TREATED THE SAME 3/fzs/�d PREPARED FOR: AS STREET EXCEPT FOR PAVING. 128 Federal Street 4. PROVIDE AT LEAST ONE IMPERVIOUS DAM INITIAL BACKFILL DATE: IN GRAVEL BEDDING BETWEEN EACH SEE NOTE 112 MANHOLE WHERE DIRECTED, OR EVERY 300 FT., WHICHEVER IS LESS. 3/4" STONE PLACED 5. COMPACT ALL BACKFILL MATERIAL WITH AGAINST UNDISTURBED VIBRATORY PLATE EQUIPMENT (MINIMUM SIDES AND BOTTOM OF TWO PASSES) TO A MINIMUM DENSITY TRENCH, SEE NOTE 12 RLA PROD. NUMBER: 150620 OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY 8" MIN. ASTM D698. 6. PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT LIFTS. LIMITS OF TRENCH EXCAVATION EXISTING UTILITY - NEW PIPE VARIES SCREENED GRAVEL FROML-w- A SEE TYPICAL UNDISTURBED EARTH TOZ L_ TRENCH SECTION MID -DIAMETER OF EXISTING UTILITY TYPICAL SECTION 12" 12" EXISTING UTILITY VARIES UNDISTURBED _/ \— NEW PIPE MATERIAL SECTION "A—A" UTILITY CROSSING DETAIL NO SCALE WATER MAIN /\ADO c7no _LA 5'-0" MIN. VVI\V VV/\ CORPORATION STOP WATER MAIN MAIN SIDE SECTION TYPICAL WATER SERVICE CONNECTION NO SCALE DOWNSPOUT (VERIFY SIZE WITH ARCHITECTURAL PLANS) o Q I" OVERLAP o --- 45' BEND a PVC (VARIABLE LENGTH) PIPE DIAMETER AS REQ'D o TO ACCEPT DOWNSPOUT 0SEE SITE PLANS FOR o SIZE OF COLLECTOR WATER TIGHT p CONNCECTION a 45' BEND DOWNSPOUT COLLECTOR DETAIL NO SCALE ADJUSTABLE SERVICE BOX CURB STOP HOUSE SIDE CONNECT TO EXISTING SERVICE SUPPLY FITTINGS AS REQUIRED R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com W bi Q w o L tD W 00 tb GW 5Q L _� W C E2 0 G. u o. L mar LQo Ulmz Cn M m OF a FIUPE 3. � CRAY � 0 316 O TEAS, 3/fzs/�d PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 CHAMBERS SHALL MEET ASTM F2922 STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" NOMINAL 3/4" — 2" CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 113 THROUGH #57 STONE SIZES ALLOWED) ADS 601 NON—WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND ANGULAR STONE SC -740 END CAP DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS STORMTECH SC -740 CROSS-SECTION NO SCALE 1 SC -740 CHAMBER NOMINAL 3/4 — 2 INCH CLEAN CRUSHED ANGULAR STONE ADS 601 NON—WOVEN GEC.".,,�� (OR EQUAL) CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6" LIFTS TO 95Y STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS PAVEMENT 30" 18" MIN. 96" MAX. 6" MIN. 6" MIN. - 51 t2" 2.0' MIN. MIN. ESHGW n NYLOPLAST 12" INLINE DRAIN BODY W/ 12" SOLID HINGED COVER AND FRAME (SEE NYLOPLAST DWG/ 7003-110-044 FOR PAVED APPLICATIONS / SEE DWG/I 7003-110-045 FOR UNPAVED APPLICATIONS) 4" SCHED 40 SCREW—IN CAP CONCRETE COLLAR PAVEMENT 8" MIN. HICKNESS 4" SCHED 40 PVC 4" SCHED 40 PVC COUPLING 4" SCHED 40 PVC CORE 4.5" DIA. HOLE IN CHAMBER (4.5" HOLE SAW REQ'D) NOTES: 1. INSPECTION PORT MUST BE CONNECTED THROUGH CONNECTION DETAIL KNOCK—OUT LOCATED AT CENTER OF CHAMBER. 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. STORMTECH SC -740 INSPECTION PORT DETAIL NO SCALE SC -740 CHAMBER INSPECTION PORT 24" HDPE ACCESS PIPE REQUIRED USE FACTORY PRE—FABRICATED END CAP STORMTECH SC -740 ISOLATOR ROW DETAIL NO SCALE COVER ENTIRE ROW WITH ADS 601T NON—WOVEN GEOTEXTILE (OR EQUAL) SC -740: 8' WIDE STRIP STORMTECH END CAP 2 LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE (OR EQUAL) BETWEEN STONE AND CHAMBERS SC -740: 5'-6" WIDE STRIP STORMTECH SC -740 END CAP 45.2' STONE BED ISOLATOR ROW 24" PIPE TO ISOLATOR ROW (SEE PLANS FOR INVERT) 20.5' STONE BED N� L INSPECTION PORT (TYPICAL) ADS315ST WOVEN GEOTEXTILE (OR EQUIV) OVER FOUNDATION STONE FOR SCOUR STORMTECH SC -740 PROTECTION AT ALL INLETS CHAMBER CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC -740 OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS TESTED USING ASTM STANDARDS. 3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG—DURATION DEAD LOADS AND 2) SHORT—DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50—YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2922 MUST BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG—TERM PERFORMANCE. 7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. B. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST DESIGN MANUAL. 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. SUBSURFACE INFILTRATION BASIN DETAIL NO SCALE FROM PWQU-1 II PDMH-1 SEE PLAN SET FOR INVERTS 12" MANIFOLD SUBSURFACE INFILTRATION BASIN 24 - STORMTECH SC -740 CHAMBERS 8 - STORMTECH SC -740 END CAPS BOTTOM OF 6" STONE BASE = 132.00 BOTTOM OF CHAMBERS = 132.50 TOP OF 6" STONE COVER = 135.50 :4 0RL'1k091 R IEMEOSQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com u V1 ..J IQ— W rol r. W00 tb oLnr.ca M G W W_ W C O W +o+ a r E aM W.4 w ,w N o Lnmz M� W OF t•��µ a MJ. 3o AL PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620 BERM 6" TOPSOIL AS REQUIRED SEE PLAN FILTER FABRIC ALONG EDGE OF EXCAVATION AND AROUND STONE 6" DIA. PERF. UNDERDRAIN PVC OR HDPE WITH SMOOTH INNER WALL. WRAPPED IN FILTER FABRIC ESHGW W� SEED WITH NEW ENGLAND - EROSION CONTROL/RESTORATION FOR WET SITES MIX BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUIVALENT OUTLET STRUCTURE (SEE PLAN) i. I .. I . 1. 1 I I I A UNDERDRAIN SOD (REQUIRED FOR FIRST PLANTING YEAR) 9" PONDING DEPTH (TYP.) SEE PLANS D OUTLET STRUCTURE (SEE PLAN) rPLACE STONES l AROUND OUTLET PIPE 3 A 18" WASHED STONE LAYER YARD DRAIN SECTION A -A' 12" WIDE PEA GRAVEL FILTER STRIP FLUSH WITH PAVEMENT 5.0' OF SOD (TYP) (3.0' MIN. -SEE PLAN) 12" WIDE PEA GRAVEL FILTER STRIP (LEVEL) 6" RUNO av SEED WITH NEW ENGLAND EROSION CONTROL/RESTORATION FOR WET SITES MIX BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUIVALENT ENGINEERED MEDIA (2' MIN. DEPTH) SEE MEDIA SPECIFICATION NOTES S Z EU PAVED PARKING (SEE PLAN) T RUNOFF WIDTH VARIES (SEE PLAN) -F ---]) RUNOFF A 5.0' OF SOD (TYP) QQ40,` (3.0' MIN -SEE PLANS) ?v INLET PIPE W/ RIPRAP RAIN GARDEN PLANTINGS (AS REQ'D-SEE PLAN) (SEE PLANTING PLAN) TYPICAL RAIN GARDEN DETAIL NO SCALE 12" DOME GRATE ASSEMBLY OUTLET PIPE 2.0' SUMP INSTALL STONE AROUND OUTLET 12" ADS NYOPLAST STRUCTURE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 MATERIAL AS DEFINED IN ASTM D2321 L4" MIN. ON 12"-24" DRAIN 6" MIN. ON 30" DRAIN ADS NYLOPLAST BASIN OUTLET STRUCTURE NO SCALE RAIN GARDEN/BIORETENTIONS BASIN NOTES 1. DO NOT DISCHARGE SEDIMENT -LADEN WATERS FROM CONSTRUCTION ACTIVITIES (RUNOFF, WATER FROM EXCAVATIONS, ETC.) TO THE RAIN GARDEN/BIORETENTION BASIN AREAS DURING ANY STAGE OF CONSTRUCTION. 2. DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH HEAVY CONSTRUCTION EQUIPMENT. PERFORM EXCAVATIONS WITH LIGHT EARTH -MOVING EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE INFILTRATION COMPONENTS OF THE SYSTEM IF FEASIBLE. 3. IF RAIN GARDEN/BIORETENTION BASIN AREAS ARE EXPOSED DURING CONSTRUCTION AND DO RECEIVE SEDIMENT DEPOSITS, BASIN BOTTOM MUST BE OVER EXCAVATED 6-8" INTO NATIVE MATERIAL TO REMOVE SEDIMENT DEPOSITS. 4. ALL DRAINAGE AREAS TO A RAIN GARDEN/BIORETENTION BASIN FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SOILS, SEED MIX, MULCH OR PLANTINGS. 5. AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL ANALYSIS REPORT 6. FOR BIORETENTION BASIN, WRAP PERFORATED UNDERDRAIN WITH FILTER FABRIC PRIOR TO BACKFILLING. 7. UNDERDRAIN PIPE SHOULD HAVE %" PERFORATIONS SPACED AT 6" CENTERS, MIN. 4 HOLES PER ROW. MAXIMUM SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. 8. FILTER MEDIA FOR RAIN GARDENS AND BIORETENTIONS BASINS SHALL BE AS FOLLOWS: 20-30% MODERATELY FINE SHREDED BARK OR WOOD FIBER MULCH WITH <5% FINES PASSING NO. 200 SIEVE 70-80% COURSE LOAMY SAND MEETING THE FOLLOWING GRADATION: PERCENT BY WEIGHT PASSING SIEVE NO. STANDARD SIEVE INDICATED 10 85-100 20 70-100 60 15-40 200 8-15 SOLIDS STORAGE CDS2015-4-C - CDS INLINE STANDARD DETAIL NO SCALE :S; THIS PERMEABLE PAVEMENT DETAIL IS A RECOMMENDED MINIMUM AND MUST BE DESIGNED BY A PROFESSIONAL ENGINEER, CDS2015-4-C DESIGN NOTES • CDS2015-4-C RATED TREATMENT CAPACITY IS 1.4 CFS, OR PER LOCAL REGULATIONS. • THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. GENERAL NOTES I. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. LOAD RATING, ASSUMING GROUNDWATER M306 AND CASTINGS SHALL MEET AASHTO HS20 5. STRUCTURE SHALL MEET AASHTO ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. MH -3 2) ALL AGGREGATE MATERIAL SHALL BE GUSHED, ANGULAR STONE AND FREE OF FINES. SURFACE WATER FLOW 3) COMPACT SUBSOIL WITH A CALIFORNIA BEARING RATIO (CBR) OF LESS THAN 5% AS DIRECTED BY A PROFESSIONAL ENGINEER. 4) SURFACE SLOPE SHALL BE A MINIMUM OF 1% AND A MAXIMUM OF 5% t 5) INSTALL PVC UNDERDRAIN PIPE WHERE 0"0 R��°�70 INFILTRATION RATE OF SUBSOIL IS LESS THAN 0.5 IN./HR. SIZE AS DIRECTED BY A PROFESSIONAL � C7 ENGINEER; Q (� 6) NEVECLAYRSOILS OF HIGHABLE SilG1YMENTS ON AND/OR PEAT,NIC fI i ! 7 �� rE�- MULCH, SOILS NTH HIGH ORGANIC CONTENT, L. ��i��Ii 7) MAINTAIN A MINIMUM DISTANCE OF 2' BETWEEN BOTTOM OF PERMEABLE BASE AND WATER TABLE; 8) THE MINIMUM AGGREGATE THICKNESSES ARE AFTER COMPACTION. 9) CROWN ROADWAY APPLICATIONS AT A 1.5 TO 1.7% ..OPE FOR INCREASED PAVEMENT STIFFNESS. (GOWNING IS NOT FOR DRAINAGE PURPOSES,) 10) ONLY USE CRUSHED, ANGULAR GRANITE CHIPS FOR JOINT MATERIAL IN ROADWAY APPLICATI(NtS: COMMERCIAL APPLICATION PERMEABLE PAVER DETAIL CREATED: I OCTOBER 11 2011 UNILOCK PERMEABLE PAVERS PERMEABLE JOINT OPENING AGGREGATE: OPEN -GRADED, CRUSHED, ANGULAR STONE, ASTM NO. 8 DR 1/8 TO 3/16 INCH GRANITE CHIP (2-5 MM) 1-1`2" PERMEABLE SETTING BED AGGREGATE: OPEN -GRADED. CRUSHED, ANGULAR STONE; ASTM NO. 8 6" MIN. PERMEABLE BASE AGGREGATE: OPEN -GRADED, GUSHED, ANGULAR ASTM NO, 57 8" MIN, PERMEABLE SUBBASE AGGREGATE OPEN -GRADED, GUSHED, ANGULAR STONE, ASTM NO. 2 SUBGRADE MATERIAL: MIN. CBR - 5% (COMPACT IF LESS THAN 5%) SLOPE TO DRAIN GEOTEXTILE MATERIAL, INSTALL AS DIRECTED BY A PROFESSIONAL ENGINEER NOTES; CROSS SECTION This cross section is HIGH INFILTRATION intended for preliminary NO UNDERDRAIN design purposes only:: MEDIUM DUTY Confirm site conditions and consult with a qualified design professional or UINILOCK installer prior to installation: DESIGNED TO CONNECT. PERMITfIN CENTER OF CDS STRUCTURE SCREEN FIBERGLASS SEPARATION AND SUMP OPENING CYLINDER AND INLET A a R LEVESQUE fLW � Landscape Architects L FLOW Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 +/-135' rlaland.com - \ MAX. W TOP SLAB ACCESS ... (SEE FRAME AND COVER DETAIL) PVC HYDRAULIC SHEAR " ` 48" I.D. MANHOLE cm M V g PLATE STRUCTURE +/-65' MAX. dFMgo.. cy PLAN VIEW N.T.S. 8- PREPARED FOR: CONTRACTOR TO GROUT TO 128 Federal Street Springfield, MA 01105 FINISHED GRADE REVISIONS: DATE: GRADE RINGS/RISERS FIBERGLASS SEPARATION,: a' ..• CYLINDER AND INLET B VARIES B ' INLET PIPE SCALE: AS NOTED RLA PROD. NUMBER: 150620 (MULTIPLE INLET PIP '' , .. OUTLET PIPE 4.0) MAY BE ACCOMMODATED) Ij _ ........ --- .... - .. , 2.0' ; PERMANENT POOL ELEV. OIL BAFFLE SKIRT (4-5') SEPARATION SCREEN (2.0') PVC HYDRAULIC ., SHEAR PLATE .. , ' SOLIDS STORAGE CDS2015-4-C - CDS INLINE STANDARD DETAIL NO SCALE :S; THIS PERMEABLE PAVEMENT DETAIL IS A RECOMMENDED MINIMUM AND MUST BE DESIGNED BY A PROFESSIONAL ENGINEER, CDS2015-4-C DESIGN NOTES • CDS2015-4-C RATED TREATMENT CAPACITY IS 1.4 CFS, OR PER LOCAL REGULATIONS. • THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. GENERAL NOTES I. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. LOAD RATING, ASSUMING GROUNDWATER M306 AND CASTINGS SHALL MEET AASHTO HS20 5. STRUCTURE SHALL MEET AASHTO ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. MH -3 2) ALL AGGREGATE MATERIAL SHALL BE GUSHED, ANGULAR STONE AND FREE OF FINES. SURFACE WATER FLOW 3) COMPACT SUBSOIL WITH A CALIFORNIA BEARING RATIO (CBR) OF LESS THAN 5% AS DIRECTED BY A PROFESSIONAL ENGINEER. 4) SURFACE SLOPE SHALL BE A MINIMUM OF 1% AND A MAXIMUM OF 5% t 5) INSTALL PVC UNDERDRAIN PIPE WHERE 0"0 R��°�70 INFILTRATION RATE OF SUBSOIL IS LESS THAN 0.5 IN./HR. SIZE AS DIRECTED BY A PROFESSIONAL � C7 ENGINEER; Q (� 6) NEVECLAYRSOILS OF HIGHABLE SilG1YMENTS ON AND/OR PEAT,NIC fI i ! 7 �� rE�- MULCH, SOILS NTH HIGH ORGANIC CONTENT, L. ��i��Ii 7) MAINTAIN A MINIMUM DISTANCE OF 2' BETWEEN BOTTOM OF PERMEABLE BASE AND WATER TABLE; 8) THE MINIMUM AGGREGATE THICKNESSES ARE AFTER COMPACTION. 9) CROWN ROADWAY APPLICATIONS AT A 1.5 TO 1.7% ..OPE FOR INCREASED PAVEMENT STIFFNESS. (GOWNING IS NOT FOR DRAINAGE PURPOSES,) 10) ONLY USE CRUSHED, ANGULAR GRANITE CHIPS FOR JOINT MATERIAL IN ROADWAY APPLICATI(NtS: COMMERCIAL APPLICATION PERMEABLE PAVER DETAIL CREATED: I OCTOBER 11 2011 UNILOCK PERMEABLE PAVERS PERMEABLE JOINT OPENING AGGREGATE: OPEN -GRADED, CRUSHED, ANGULAR STONE, ASTM NO. 8 DR 1/8 TO 3/16 INCH GRANITE CHIP (2-5 MM) 1-1`2" PERMEABLE SETTING BED AGGREGATE: OPEN -GRADED. CRUSHED, ANGULAR STONE; ASTM NO. 8 6" MIN. PERMEABLE BASE AGGREGATE: OPEN -GRADED, GUSHED, ANGULAR ASTM NO, 57 8" MIN, PERMEABLE SUBBASE AGGREGATE OPEN -GRADED, GUSHED, ANGULAR STONE, ASTM NO. 2 SUBGRADE MATERIAL: MIN. CBR - 5% (COMPACT IF LESS THAN 5%) SLOPE TO DRAIN GEOTEXTILE MATERIAL, INSTALL AS DIRECTED BY A PROFESSIONAL ENGINEER NOTES; CROSS SECTION This cross section is HIGH INFILTRATION intended for preliminary NO UNDERDRAIN design purposes only:: MEDIUM DUTY Confirm site conditions and consult with a qualified design professional or UINILOCK installer prior to installation: DESIGNED TO CONNECT. PERMITfIN R LEVESQUE ASSOCIATES Z Landscape Architects Civil Engineers' Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com W ,w • J_ Q W M W C. `L 00 r CU1CQ r.M G W - W C CL u CL r. aM C.W QC 4-11 Ln cm M V g dFMgo.. cy � FIUPEJ. c4+L to 0 4$3780 SE��r A Q3�6 PREPARED FOR: Winterberry, LLC 128 Federal Street Springfield, MA 01105 ISSUANCE DATE: May 23, 2016 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 150620