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Site-Gillis_CDs_10.25.2021_stampedNr PROPOSED FRONTAGE LOT (1 ) COMMON DRIVEWAY Suburban Residence ZONING TABLE EXISTING REQUIRED Lot 1 Lot 2 CLUSTER LOTS Lot 3 Lot 4 PROPOSED Flag Lot*** LOT SIZE 106.17 Acres MIN: 30000SF 57,786 5F 22S,764 SF 67,065 SF 67,408 5F 125,4977 5F FRONTAGEIWIDTH 1673.30 LF MINA 125 FT 206 FT 275 FT 173 FT 180 FT 50 FT FRONT SETBACK* " 24+/- FT MIN: 30 FT 122+/- FT 940+/- FT 30+/- FT 39't FT 62+/- FT 5ID_E_5ETBACK** _ 60+1: FT_ MIN: 15 FT ],5+1:FT.. FT 455+1- FT _ 64+ FT 15+/- FT REAR SETBACK** _ - . ... ...3.5+1- 500+ FTMIN: 30 FT 140+ FT 4,6+ FT 314+ ET 289+ FT 74+ FT HEIGHT"M6Z BUILDING MAX: 35 FT 35- FT + * * 95% * Open Space calculations are per lot ** Based on current plan. Final house footprints may vary. " *'8uilding is permitted only in accordance with the special flag lot provisions of the Northampton Zoning 0rdinance City Conservation Land 100 acres+ SETBACK, TYP. PROPOSED FLAG LOT ME yak EXISTING ACCESS DRIVE To REMAIN NEW 14' WIDE ASPHALT DRIVEWAY EXISTING LOT LINE -- — BUILDABLE AREA FLAG LOT SETBACKS FRONT - 60' SIDE = 30' RGAR - rn' I I ( I TOWER FALL ZONE ! _--�` `•. `-'- I TOWER LEASE AREA ---� �• I •\ ------------- ► I '� I EXISTING CELL TOWER To REMAIN EXISTING LOT LINE f t••,••` .e.0 I 1 LOT 3 #268 Old Wilson Rd. i I I — I I I LOT 4 I #272 old Wilson Rd. 1 1 ( I I I I i NEW SINGLE-FAMILY HOMES, TYP. CITY CONSERVATION LAND ---\ EXISTING CLUSTER LOTS EXISTING PROPERTY LINE NEW SINGLE-FAMILY HOMES, TYP. SETBACK LINE, TYP. 0 30 60 120 180 Berkshire Design Group Landscape Architecture Civil Engineering Planning Land Surveying 4 Alien Place, Northampton, Massachusetts 01060 (413) 582-7000 * FAX (4 i 3) 582-7005 Email: bdg@berkshiredesign.com Web: http:/www.berkshiredesign.com \\its 55p C H 0SF m_ - i ! l"' ►Imtut+t► This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group. Inc. is affixed above. ❑o not scale drawing for quantity take -offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. © Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group. Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. Northampton, MA OVERALL SITE PLAN F7(70R CONSTRUCTION THIS DRAWINGS SET CONSISTS OF CCNSTRUCTI0N PLANS SPECIFICALLY FOR THE MEADOW LOT (FLAG LOT), THE SPECIAL PERMIT PLANS APPROVED BY THE CITY OF NORTHAMPTON ON JANUARY 9, 2020 INCLUDED NEW SINGLF-FAMILY HOME5 ON LOTS 1-5 AND THE FLAG LOT. HOMES AND IMPROVEMENTS SHOWN ON THOSE PLANS WERE CONCEPTUAL IN NATURE. FINAL ARCHITECTURAL PLAINS FOR THE HOMES HAD NOT BEEN DEVELOPED AT THAT TIME AND WERE SHOWN TO SATISFY PERMITTING REQUIREMENTS ONLY. THESE DRAWINGS HAVE 8 E E N UPDATED TO SHOW A FINAL BUILDING FOOTPRINT AND OTHER SITE IMPROVEMENTS ON THE MEADOW LOT ONLY. ALL OTHER IMPROVEMENTS ON THE REMAINING LOTS ARE STILL CONSISTENT WITH THE SPECIAL PERMIT DRAWINGS. Revisions Datc: October 25, 2021 Shecc Number Scale. 1 "=60' Drawn By: JDS /LMC Checked By: JDS II / / / / / / / 12' WIDE 12" ❑IA. HDPE SHARED DRIVE DRIVEWAY 9Z (6% max. slope) CULVERT 266.25 _ / NEW 1.5" WATER SERVICE / / / / e 5817 SITE PREPARATION/DEMOLITION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION TO DETERMINE THE EXTENT OF DEMOLITION NECESSARY TO PREPARE THE 51TE FOR CONSTRUCTION AND SHALL VERIFY ALL ITEMS TO BE DEMOLISHED OR SALVAGED WITH THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 2. CARE SHALL BE TAKEN NOT TO DAMAGE ANY ITEMS DESIGNATED TO REMAIN; REPAIR OR REPLACEMENT OF DAMAGED ITEMS DESIGNATED TO REMAIN SHALL BE AT THE CONTRACTORS' EXPENSE. 3. DISPOSAL OF PROPERTY DESIGNATED TO BE REMOVED SHALL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR OWNER, AND SHALL CONFORM TO ALL APPLICABLE LAWS AND REGULATIONS. ALL SALVAGABLE MATERIAL SHALL BE DELIVERED BY THE CONTRACTOR TO STORAGE AREAS DESIGNATED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL REMOVE ALL EXISTING UNSUITABLE MATERIALS FROM THE SITE, 4. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS AND DETAILS. 5, ALL TOPSOIL SHALL BE STRIPPED FROM THE SITE SHALL BE REMOVED AND STOCKPILED IN AN AREA DESIGNATED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL TOPSOIL AS NEEDED TO MEET THE SPECIFICATIONS. 6. THE CONTRACTOR MAY USE TEMPORARY FENCING TO CONTROL THE SITE DURING CONSTRUCTION. PRIOR TO THE FINALIZATION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FENCING AND BARRICADES. 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY BASED ON AVAILABLE DATA AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG SAFE AT 811 TO REQUEST UTILITIES 9i TO BE MARKED ON THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 2� OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 3 8. ALL PROPERTY BOUNDARY MONUMENTS SHALL BE PROTECTED AND/OR PRESERVED DURING DEMOLITION AND CONSTRUCTION. SHOULD ANY BOUNDARY MONUMENT BE DESTROYED AND/OR ALTERED AS A RESULT C) OF DEMOLITION AND CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE PARTY INCURRING THE DAMAGE TO OBTAIN THE SERVICES OF A 9 PROFESSIONAL LAND SURVEYOR TO REPLACE AND RESET SAID MONUMENT. LAYOUT NOTES 1. ALL L€NE5 OR POINTS ARE PERPENDICULAR OR PARALLEL TO LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED; WRITTEN DIMENSIONS SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY ALL LAYOUT, DIMENSIONS, GRADES, AND INVERTS PRIOR TO CONSTRUCTION; REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL DISCREPANCIES SHALL BE RESOLVED IN WRITING PRIOR TO BEGINNING WORK. 3. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BE RAKED, $' SMOOTHED, FERTILIZED AND SEEDED WITH PERENNIAL TURFGRASSES s� UNLESS OTHERWISE NOTED. 4. ALL NEW WALKS AND SURFACES TO MEET EXISTING WALKS AND SURFACES WITH SMOOTH, CONTINUOUS LINE AND GRADE. 5, THE CONTRACTOR SHALL NOT INSTALL CONCRETE DURING ADVERSE WEATHER CONDITIONS (RAIN, SLEET, ETC.) UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. 1111111Z80. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS NECESSARY TO PREVENT EROSION WITHIN THE SITE AND MIGRATION OF SEDIMENT OUT OF THE SITE, OR A5 DIRECTED BY THE ENGINEER. ALL DEVICES SHALL COMPLY WITH THE MASSACHUSETTS EROSION AN SEDIMENT CONTROL GUIDELINES, CURRENT VERSION. 2. THE PROPOSED WORK WILL DISTURB MORE THAN ONE ACRE OF LAND, AND IS SUBJECT TO PERMITTING BY THE US ENVIRONMENTAL PROTECTION AGENCY (EPA) UNDER THE NPDES CONSTRUCTION ACTIVITIES PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE !NPDES PERMIT, INCLUDING PREPARATION AND MAINTENANCE OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE SITE. 3. THE PROPOSED PROJECT IS SUBJECT TO PERMITTING BY THE CITY OF NORTHAMPTON UNDER THE NORTHAMPTON STORMWATER PERMIT- THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE STOP MWATER PERMIT. A COPY OF THE SWPPP SHALL BE SUBMITTED TO THE NORTHAMPTON DPW PRIOR TO THE START OF WORK, 4. THE CONTRACTOR SHALL INSPECT ALL INSTALLED EROSION CONTROL DEVICES AT LEAST WEEKLY AND AFTER EACH STORM. IF ANY DEVICE IS FOUND TO BE DAMAGED, THE CONTRACTOR SHALL REPAIR IT IMMEDIATELY- IF SEDIMENT IS FOUND TO FILL MORE THAN HALF THE HEIGHT OF THE DEVICE, THE SEDIMENT SHALL BE REMOVED OR THE DEVICE REPLACED. 5, ALL VEHICLES ENTERING AND EXITING THE SITE SHALL BE REQUIRED TO CROSS A TRACKING PAD TO PREVENT TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. IF SEDIMENT IS FOUND ON ROADWAYS, THE SEDIMENT SHALL BE REMOVED IMMEDIATELY. 6. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BARRIER ALONG ALL DOWN -SLOPE SITE LIMITS TO PREVENT THE MIGRATION OF SEDIMENT OFF -SITE. 7, ALL SEDIMENT STOCKPILES SHALL BE SURROUNDED BY A CONTINUOUS 5ILT FENCE. IF THE STOCKPILE WILL REMAIN UNUSED FOR MORE THAN 30 DAYS, THE STOCKPILE SHALL BE STABILIZED BY SEEDING. 6, ALL DEWATERING DISCHARGES SHALL BE DIRECTED TO A DEWATERING SEDIMENT TRAP. 7. THE CONTRACTOR SHALL MAINTAIN A STOCKPILE OF EXTRA EROSION CONTROL MATERIALS ON SITE AT ALL TIMES. 8- THE CONTRACTOR 5HALL IMPLEMENT SPILL -PREVENTION PROCEDURES AND MAINTAIN A SPILL PREVENTION AND CLEANUP PLAN FOR THE SITE. ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 9. ALL MATERIALS THAT ARE CAPABLE OF SPILLING, LEAKING, DISSOLVING OR OTHERWISE POLLUTING STORMWATER RUNOFF SHALL BE COVERED WHILE STORED AT THE SITE. 10. ALL SEDIMENT REMOVED FROM THE SITE SHALL BE HANDLED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 11. ALL TEMPORARY EROSION CONTROLS SHALL BE REMOVED FROM THE SITE PRIOR TO THE COMPLETION OF THE WORK, EXCEPT WHERE DEGRADABLE MATERIALS ARE TO REMAIN IN -PLACE PERMANENTLY. 12. ALL SLOPES OVER 3:1 SLOPE SHALL BE COVERED WITH ECSC-2B DOUBLE STRAW NET AND SEEDED WITH AN EROSION CONTROL MIX FOR DRY SITES. BOTH AVAILABLE FROM NEW ENGLAND WETLAND PLANTS, AMHERST, MA. GRADING NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE CITY OF NORTHAMPTON AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION. 2, ALL DIMENSIONS, ELEVATIONS AND LAYOUT SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 3. ALL NEW OR ADJUSTED MANHOLES, GAS GATES, WATER GATES AND WATER SERVICES TO BE FLUSH WITH FINISHED GRADE. ALL NEW OR ADJU5TED CATCH BASIN RIMS SHALL BE SET 1/2" BELOW FINISHED GRADE, 4. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SSA _- TW 250.0 ,� S2 BW 247.0 LOT 1 FFE 262 / PROPOSED DRY WELL (2) _ PROPOSED - - / CLEARING LIMITS. - -./ 12" DIA. HDPE DRIVEWAY / CULVERT W/ FLARED END & LEVEL SPREADER OUTLET PROPOSED FRONT / / WALK i �L r FOIT7 SW COORDINATE DOWNSPOUT & DRAIN CONNECTIONS. PIPING TO BE 6" PVC, T!'P. NEW U/G TELE/DATA SERVICE NEW U/G ELECTRICAL PRIMARY �I PROTECT ALL STEEP SLOPES. SEE NOTE L 12. BOULDER RETAINING WALL UTILITY NOTES 1. WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 5' OF COVER. 2. WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 2' HOP IZONTAL SEPARATION FROM THE OUTSIDE OF WALL OF ANY CATCH BASIN STRUCTURE. 3, UTILITY SERVICES ARE SHOWN SCHEMATICALLY, SEPTIC LEACH FIELDS ARE SHOWN SCHEMATICALLY AT PERC TEST LOCATIONS. 4. WATER SERVICE TAP SPLITS INTO INDIVIDUAL 5ERVICE LINES WITH INDIVIDUAL CURB STOPS AT THE PROPERTY LINE. INSTALLATION OF TAP, MANIFOLD AND CURB STOPS SHALL OCCUR AT ONE TIME. INDIVIDUAL SERVICE LINES MAY BE CONNECTED TO THE CURB STOPS AT A LATER TIME. 5. ALL WATER SERVICE CONNECTIONS SHALL BE CONSTRUCTED TO THE STANDARDS OF THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS. 6, PROPOSED WATER SERVICE LINES ARE 1.5" DIAMETER. REDUCE TO 1" AT FOUNDATION WALL. ALL PLUMBING FIXTURES SHALL BE LOCATED BELOW ELEVATION 320. \2570 --22 257.25 Se 257.5+ - BUILDING SETBACK, TYP. BOULDER RETAINING WALL PROPOSED "BUILDABLE AREA" 0 A I 248.0--__ FFE 258.5 �\ +256.0 s s� 10'+ 23' 4 Ifll �s PROPOSED SEPTIC TANK. SEE SEPTIC PLANS. PROPOSED POOL W/ 24" BLUESTONE SURROUND - FINAL POOL FENCING TBD `s ""\\NP s� \ PROPOSE❑ SEPTIC \ SYSTEM LEACH FIELD. \ SEE SEPTIC PLANS. PROPOSED CLEARING \ LIMITS. SEE C.4 \ 0 10 20 40 60 B MM = Design group Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Massachusetts 01060 1413j 582-7000 • FAX 1413) 582-7005 Email: bdg@berkshiredesign.com Web: http:�/www.berkshiredesign.com �liliill111rrrr r -- m t- f•�hrrrriatsmz1�+� This drawing is not intended nor shall it be used For construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above - Do not scale drawing for quantity take -offs or construction. Use written dimensions only. IF dimensions are incomplete, contact The Berkshire Design Group Inc- For clarification. Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. Northampton, MA DETAIL SITE PLAN FOR CONSTRUCTION THIS DRAWINGS SET CONSISTS OF CONSTRUCTION PLANS SPECIFICALLY FOR THE MEADOW LOT IF LAG LOT), THE SPECIAL PERMIT PLANS APPROVED BY THE CITY OF NORTHAMPTON ON JANUARY 9, 2020 INCLUDED NEW SINGLE-FAMILY HOMES QN LOTS 1-S AND THE FLAG LOT. HOMES AND IMPROVEMENTS SHOWN ON THOSE PLANS WERE CONCEPTUAL IN NATURE. FINAL ARCHITECTURAL PLANS FOR THE HOMES HAD NOT BEEN DEVELOPED AT THAT TIME AND WERE SHOWN TO SATISFY PERMITTING REQUIREMENTS ONLY. THESE DRAWINGS HAVE BEEN UPDATED TO SHOW A FINAL BUILDING FOOTPRINT AN OTHER SITE IMPROVEMENTS ON THE MEADOW LOT ONLY. ALL OTHER IMPROVEMENTS ON THE REMAINING LOTS ARE STILL CONSISTENT WITH THE 5PECIAL PERMIT DRAWINGS. Revisions Date: October 25, 2021 Sheet Number C92 Stale: 1 "=20' Drawn By: LC/J D5 Checked By: J IDS MDOT HOT MIX ASPHALT WEARING COURSE MDOT HOT MIX ASPHALT HINDER COURSE COMPACTED GRAVEL BASE % MIN DENSITY GRAVEL BORROW TYPE B into— cz,• 2" Cr ov 0 C D6 12" � II k POC 0 � III III� 1� I� 1 Ili 1lII 1 Ill 1 Ill 1! Ill �Iili Till rllllll= Ill Fil 4W UNDISTURBED OR COMPACTED SUBGRADE EXTEND GRAVEL 12' BEYOND EDGE OF PAVING WHERE ROAD IS NOT CURBED ASPHALT PAVING 4" Not to Scale PLAN VIEW �tL IlU1V VItYY ITEM NO. WEIGHT 700 GALLON 1700DW STANDARD 5 400# NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. ADJACENT ROLLS SHALL TIGHTLY ABUT DRY WELL Not to Scale SILT FENCE SILT FENCE STRAW WATTLES S� ' FLOC SECTION EROSION CONTROL BARRIER Not to Scale FILTER FABRIC AROUND PERIMETER 3 8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER N . ■ ■ ••--�---------- ■ - � - - ---- ■ I I I! 4" CONCRETE llll lllil !li I� 4000 P.S.I- W€TH b"xb"x i0/i 0 N lhl �l~<li WIRE MESH �.p ° � C 0 � lily lIIIIIII ro oCDC 0 O n! 0 adoI COMPACTED 0 C) � GRAVEL BASE, 954MIN. DENSITY OL ; �rr1 II11� UNDISTURBED Oft10 COMPACTED SUBGRADE NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES WALKWAYS: SCORING EVERY S', EXPANSION JOINTS EVERY 20' UNLESS OTHERWISE INDICATED ON PLAN: PROVIDE EXPANSION JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS SCORING LINES TO BE AT LEAST 1/4THICKNESS OF SIDEWALK CONCRETE PAVING Not to Scale BLUESTONE PAVERS, JOINTS TO BE HAND TIGHT, IRREGULAR SIZES BROOM JOINTS FULL WITH STONEDUST COMPACTED STONEDUST SETTING BED N f-4 rl C� 0A co 00 ��I �MIII�d ll—ll-11 ll ll 411—l�l ll—+q �1111 1+11I=1I�11; �- �J � J� JJ J= J= Jf -�.�lii l=Ill ll=11111 Ill ll` IIl Il— IN 111 Irk 11= 111 ll= 111 1l � lli 11 � Ili Ili 11111-- IJI =I1E 11� f I�II� I1111 ( r7! 7 7 III 1I 1F=- 11 lI Fqff III 1ijJ III: lll= ll�E I==' 1; 111� +q'1I111= COMPACTED GRAVEL BASE, 95% MIN- DENSITY UNDISTURBED OR COMPACTED SUBGRADE ❑VERFLOW WEIR, 6" GRANITE PROPOSED GRADE OR PRECAST CURB LAID PERFECTLY FLAT ELEV. 1" BELOW PIPE INVERT EXISTING GRADE 111i1-._ � � d•� 0 0 IIIII — ❑�° P°� � Go. ffffff 18' I 5-0' 18' la EXISTING VEGETATED GROUND STORM DRAI {I{II={ill+-- OR SWALE =1 14" MIN DEPTH RIP RAP Illil (SEE NOTE 1) FILTER FABRIC f BOTTOM AREA CONTINUOUS BLUESTONE PAVING Not to Scale a ° 11114�I111}�li FINISH GRADE - SURFACE III+I�ulllIlkll= 5;�e VARIES, SEE PLAN NOTES 1. RIP RAP SHALL HAVE A DSO OF 6" AND A DMAX OF 9 INCHES. 2. FOR 20' LEVEL SPREADER, LOCATE 3' BOULDERS IN FLOW LINE. BURY 1/3 OF BOULDER HEIGHT. LEVEL LIP SPREADER Not to Scale NOTE: DO NOT STAKE OR WRAP TRUNK " EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK BASE FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE FOP OF THE ROOT BALL WITH SOIL MULCH RING, & MIN. DIAMETER, 2' DEPTH; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK 7`x FIN. GRADE .. � •i IDII � I -'I M I � ��� TAMP SOIL AROUND ROOT BALL FIRMLY ' — 11 I —=L� Zfil WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT TREE PLANTING Not to Scale , DO NOT HEAVILY PRUNE TREE AT PLANTING: PRUNE ONLY CROSSOVER LIMBS, C&DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. (SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.) MARK NORTH SIDE OF THE TREE IN THE NURSERY, ROTATE TREE TO FACE NORTH AT5rrE, IF POSSIBLE SET TOP OF ROOT BALL FLUSH TO FIN. GRADE 4' HIGH EARTH SAUCER BEYON❑ ERGE OF ROOT 8Ai1 RE MOVEALLT WINE , ROPE AND BURLAP FROM TOP 112 OF ROOT BALL REMOVE WIRE BASKET IF APPLICABLE U PLANTING SOIL UNDISTURBED OR COMPACTED SUBGRADE FINISH GRADE, TYP. 200 OAF .q =:=11111 - =I tiff= ` Ill! ITI }COMPACTEDSUBGRADE NOTES: 1- THIS DETAIL PROVIDES MATERIALS AND MINIMUM DIMENSIONS, RETAINING WALL SHALL BE DESIGNED BY THE CONTRACTOR TO MEET APPLICABLE BUILDING CODE ISj- IF REQUIRED BY CODE, DESIGN SHALL BE STAMPED BY MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER. BOULDER RETAINING WALL Not to Scale FINISH GRADE COMPACTED r ; Tt:, y�-" FILL, PER ' . • NORTHAMPTON STD. WATER SERVICE SAND BEDDING TRENCH SECTION 12" MIN. AT PAVED AREAS 1� COMPACTED GRAVEL BORROW UNDER PAVEMENT; COMPACTED SUITABLE 111 MATERIAL UNDER NON -PAVED AREAS SEE NOTE 1 =tLj-- DETECTABLE WARNING TAPE TO RUN 1 1I i'l l o CONTINUOUS WITH ALL UTILITIES I 1I_- i I �'. HAND -TAMPED BACKFILL 1" MINUS GRAVEL 1z ¢ = HAND -TAMPED BEDDING Ij =I 3/4" CRUSHED STONE LU l I� D/2. UNDISTURBED OR COMPACTED SUBGRADE w ill =1I --I1 6" MIN. I k fr=1 i -1 I I —I I T ❑+24" 3'-0" MIN. NOTES 1. NATIVE EXCAVATED MATERIAL THAT MEETS THE SPECIFICATIONS FOR SUITABLE FILL MAY BE USED AS BACKFILL IN NON -PAVED AREAS. SUITABILITY SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 2. MINIMUM COVERAGE REQUIREMENTS: AS SHOWN ON PLAN. EVERGREEN 3. ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING, UTI LITY TR EN CH Not to Scale FOR CONTAINER PLANTS: MAKE THREE VERTICAL CUTS IN ROOTBALL AND LOOSEN ENCIRCLING ROOTS 11 l CUT & REMOVE TWINE & TOP 1/3 OF BURLAP � OR ALL IF SYNTHETIC 5" MIN. COVER FINISH GRADE VALVE BOX NORTHAMPTON STD. CURB STOP NORTHAMPTON STD. TO BUILDING COPPER WATER SERVICE LINE 2'-0" (MIN.) BEYOND CURB STOP COPPER WATER SERVICE LINE SIZE AS SHOWN ON SHEET C,5 CORPORATION STOP WATER MAIN WATER SERVICE CONNECTION Not to Scale DECIDUOUS MULCH 4' MIN. DEPTH NOT AGAINST STEM 4' SAUCER WEED PREVENTING LANDSCAPE FABRIC iluy M1AI: `' �'•1; ;. � FERTILIZER ROOT PACKET, Z PER . .`,. +' � SHRUB, 5'-8" DEEP, PLACED A5 ROOT BALL iS 13ACKFILLED � PLANTING SOIL �L��� EXISTING SUBGRADE NOTE: PRUNE ALL DEAD OR BROKEN BRANCHES 10 C.4 SHRUB PLANTING Not to Scale _ Berkshire Design Group Landscape Architecture Civil Engineering Planning Land Surveying 4 Allen Place, Northampton, Massachusetts 01050 {413] 582-7000 FAX (413) 582-7005 Email: bdg@berkshiredesign.com Web: http.,//www,berk5hiredesign.com ,'`������stiflinuyr►r'� AO H U, ¢0 D. S T�cP This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group. Inc. is affixed above. Do not scale drawing for quantity takeoffs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc- for clarification. Q Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. Northampton, MA SITE DETAILS FOR CONSTRUCTION THIS DRAWINGS SET CONSISTS OF CONSTRUCTION PLANS SPECIFICALLY FOR THE MEADOW LOT (FLAG LOT). THE SPECIAL PERMIT PLANS APPROVED BY THE CITY OF NORTHAMPTON ON JANUARY 9, 2020 INCLUDED NEW S[N G LE-FAM ILY HOMES ON LOTS 1-5 ANDTHE FLAG LOT. HOMES AND IMPROVEMENTS SHOWN ON THOSE PLANS WERE CONCEPTUAL IN NATURE. FINAL ARCHITECTURAL PLANS FOR THE HOMES HAD NOT BEEN DEVELOPED AT THAT TIME AND WERE SHOWN TO SATISFY PERMITTING REQUIREMENTS ONLY. THESE DRAWINGS HAVE BEEN UPDATED TO SHOW A FINAL BUILDING FOOTPRINT AND OTHER SITE IMPROVEMENTS ON THE MEADOW LOT ONLY. ALL OTHER IMPROVEMENTS ON THE REMAINING LOTS ARE STILL CONSISTENT WITH THE SPECIAL PERMIT DRAWINGS. Revisions Date: October 25, 2021 Sheet Number ■ Scale: NOT TO SCALE Drawn By: LC/JD5 Checked By: JDS