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North Common Site plans 2017F Prepared for: Applicant The Community Builders 185 Dartmouth Street Boston, MA 02116 Owner Hospital Hill Development, LLC c/o MA Development Finance Agency 99 High Street Boston, MA 01469 Prepared by: Th e Berkshire Desig n Group, Inc. Lan d scape Arch itectu re Civil Engineering Planning Land %rveying 4 Allen Place Northampton, Massachusetts 01060 Phone (413) 582-7000 Fax (413) 582-7005 L NORTHAMPTON, MASSACHUSETTS SITE PLAN REVIEW NORTH COMMONS Lot 13 Al Village Hill PR OJE T V, LOCATION v ' SMIT OLLEG CH pPEL S� • _� GR S p VE ST D MATO RD' EASTH A Location Plan Scale 1 "=1200' i LOT 13A i i Location Plan Scale 1 "=250' 6 z jj %7%m� 0 Z50 300 550 Date December 08, 2017 Sheet Index L.1 Overall Existing Conditions L.2 Existing Conditions L.3 Ste Plan L.4 Grading &Utility Plan L.5 Planting Plan L.6 Ste Details L.7 Ste Details L.8 Ste Details L.9 Ste Details L.10 Ste Details L.11 Playground Details L.12 Overall Trail Network L.13 Erosion Control Plan Architectural Elevations I 1 M L J G F E C A 1 oil 3 0 5 / ' fricf R Ile IV,a • it LOT 13A / k \ / J Lot 13-A 41 Acres ,.04.8 sq. Fees ± I I r r .•" • e}F / ,/,. �• .00-10 I � � 10, ° - rr iota �o�gog 1 --° ° / I / I 71 81 91 10 oil I G I I I d I y, I I I 1 1 ► I i \\ I I 1 r 1 I I j I � I I — I I I =PVf (RR) I 1 ------ _ 1 11 1 12 1 13 Leg en d ® Catchbasin, Square � Water Valve S Catchbasin, Round U A Wetland Flag O Monitoring Well Q Sewer Valve Fire Hydrant Os Sewer Manhole T Telecom Manhole Sewer Clean Out {� Coniferous Tree Utility Pole Light Pole CD)Drain Manhole ❑E Electric Handhole BM Traverse Point Benchmark F9 Electric Box O Post / Bollard E ' Electric Manhole E� Telecom Control Box Shrub Deciduous Tree OManhole, Unknown Type Sign, Small Gas Service Speciman Tree - Stone Post I I I I I 0 � S o U A 0 I \ 1 1 go — 1 1 AV 1 1 �aR��— 31 41 51 61 71 81 91 10 Existing Conditions Notes 1. The Boundary And Retracement Survey Depicted Hereon Was Obtained By Partial Field Surveys Conducted On Multiple Dates Between August 18, 2006 And April 21, 2015 By The Berkshire Design Group, Inc. 2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of Observable Monuments, Obtainable Plans And Deeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect The Locus Property At The Time And Date Of The Partial Field Survey In Conjunction With The Original Delineation Of The Parcels Part Of This Definitive Subdivision. 3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. A Reasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses Of The Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist. 4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was Used Having Subcentimeter Accuracy. All GNSS Data Is Post Processed With Rapid And Precise Ephemeris To Produce The Most Accurate Results Possible. 5. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance Of Not More Than 1/10th Of The Plan Scale. Positional Tolerance Does Not Exceed Allowable Standards. 6. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts State Plane Coordinate System (NAD83). 7. All elevations are based upon benchmarks provided by the City of Northampton engineering Department and refer to the North American Vertical Datum of 1988. 8. Property lines are shown per monuments found 9. 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, contractor shall call the 'Dig Safe Center' at 1-800-322-4844 and have all utilities 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 occasioned by his/her failure to exactly locate and preserve any and all utilities. 11 0 50 100 200 300 12 13 NOTES DO NOT SCALE DRAWINGS. No. REVISIONS/SUBMISSIONS Date DAVIS S Q U A R E ARCHITECTS Consultant 240A Elm St., Somerville, MA 02144 617.628.5700 www.davissquarearchitects.com Th e Berkshire - Design Group, Inc. 4 Allen lace, Plerhampler. Massac�_sells O10bL+ Landscape Architecture ;x'31582-7000 • FAY +,�'3'1582-70105 Civil Engineering Planning Ery -ail: odg @berUiilecesgn.corn Land Surveying Web: dla://www.berks^,irede^,i;•.,orr Project NORTH COMMONS �► LOT 13A, VILLAGE HILL NORTHAMPTON, MA A` Title EXISTING CONDITIONS -OVERALL Desigr )d JL/6 Checked l eckPedH W Project No. 17031.00 Scale 1 "=100' I Date 2017-12-04 Drawing No. L.1 1 M L 2 J G I E IC C IQ A 1 21 31 41 51 61 71 81 91 10 "US con 1 \ II II \\ I I \ 1 I \ \ I I \ \\ I I I 1 1 / •1 1 I 1 I 1 l 1 1 1 I I 1 1 1 I I \ 1 1 I I I \ 1 I I I I \ 1 1 I I I \ I Woods i \ 1 I Canopy 45'-60' I \\ 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 1 I I I I I \ \ 1 I I I \ \ \ 1 1 1 I 1 I I 1 \ I I I 1 \ 1 \ \ Tree H76 1 \ \ Twin 60"(65') 1\ I I ( \ \ \ I I 1 \ I 1 1 I \ \\ \ I I 1 \ \ I m ry 1 \ 1 1 1 rN \ 1 1 \ 1 N I •\ 1 1 U, I \ 1 � 1 1 \ 1 \\n A al 1 I 1 I 1 I 1 I 1 1 I 1 1 \ I 1 1 1 It 1 21 31 41 51 61 71 81 91 10 11 1 12 1 13 Legend ® Catchbasin, Square Water Valve ® Catchbasin, Round Wetland Flag Monitoring Well G Sewer Valve Fire Hydrant L5 Sewer Manhole (T) Telecom ManholeC 1 � Sewer Clean Out 1 1 , / / 1 Q Light Pole O Drain Manhole iL Electric Handhole "US con 1 \ II II \\ I I \ 1 I \ \ I I \ \\ I I I 1 1 / •1 1 I 1 I 1 l 1 1 1 I I 1 1 1 I I \ 1 1 I I I \ 1 I I I I \ 1 1 I I I \ I Woods i \ 1 I Canopy 45'-60' I \\ 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 1 I I I I I \ \ 1 I I I \ \ \ 1 1 1 I 1 I I 1 \ I I I 1 \ 1 \ \ Tree H76 1 \ \ Twin 60"(65') 1\ I I ( \ \ \ I I 1 \ I 1 1 I \ \\ \ I I 1 \ \ I m ry 1 \ 1 1 1 rN \ 1 1 \ 1 N I •\ 1 1 U, I \ 1 � 1 1 \ 1 \\n A al 1 I 1 I 1 I 1 I 1 1 I 1 1 \ I 1 1 1 It 1 21 31 41 51 61 71 81 91 10 11 1 12 1 13 Legend ® Catchbasin, Square Water Valve ® Catchbasin, Round Wetland Flag Monitoring Well G Sewer Valve Fire Hydrant L5 Sewer Manhole (T) Telecom ManholeC Sewer Clean Out UConiferous Tree Utility Pale Q Light Pole O Drain Manhole iL Electric Handhole 0 BM Traverse Paint 4h� Benchmark Ed Electric Box O Post / Ballard Electric Manhole E9 Telecom Control Box 0 Shrub 0 Deciduous Tree (u� Manhole, Unknown Type Sign, Small Gas Service 0 Speciman Tree <� Stone Post ill Test Pit Location 9 Soil Baring Location VW -8 Existing Conditions Notes 1. The Boundary And Retracement Survey Depicted Hereon Was Obtained By Partial Field Surveys Conducted On Multiple Dates Between August 18, 2006 And April 21, 2015 By The Berkshire Design Group, Inc. 2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of Observable Monuments, Obtainable Plans And Deeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect The Locus Property At The Time And Date Of The Partial Field Survey In Conjunction With The Original Delineation Of The Parcels Part Of This Definitive Subdivision. 3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. A Reasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses Of The Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist. 4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was Used Having Subcentimeter Accuracy. All GNSS Data Is Post Processed With Rapid And Precise Ephemeris To Produce The Most Accurate Results Possible. 5. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance Of Not More Than 1/10th Of The Plan Scale. Positional Tolerance Does Not Exceed Allowable Standards. 6. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts State Plane Coordinate System (NAD83). 7. All elevations are based upon benchmarks provided by the City of Northampton engineering Department and refer to the North American Vertical Datum of 1988. 8. Property lines are shown per monuments found. 9. 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, contractor shall call the 'Dig Safe Center' at 1-800-322-4844 and have all utilities 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 occasioned by his/her failure to exactly locate and preserve any and all utilities. 11 7 0 20 40 80 120 12 13 NOTES DO NOT SCALE DRAWINGS. No. REVISIONS/SUBMISSIONS Date D A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S www.davissquorearchitects.com Consultant Th e Berkshire Design Group, Inc. 4 Allen Pliace, Wrtharr otcn Mzssachusels 0106C Landscape Architecture U131582-7000 •=AM4131587-7001; Civil Engineering Planning E~rail: bcg@ber<shiredesign.com Land Surveying Web: http;//www.be,ks-',edesi.on..-oi Project NORTH COMMONS LOT 13A, VILLAGE HILL NORTHAMPTON, MA Title EXISTING CONDITI PHW Project No. 17031.00 Scale 1 "=40' ' Date 2017-12-04 Drawing No. L.2 01 1 L I., J li G F E IC C A 1 21 31 41 51 61 71 81 91 10 INFORMAL FOOTPATH \ \ TRAIL CONNECTION \ 1 F \ \ REMAINING LAND TO CITY 0 a 1 / • ! 1 1 NORTHAMPTON FOR CONSERVATIO 1 1 '•� EXISTING MULTI -USE TRAIL. 1 ULTI-USE TRAIL REGRADE AND TOP W/ �o NEW GRAVEL AS NEEDED. / \ \ •• CONSTRUCTED AS PART OF �m ,� / 1\ \\ ••' ? FUTURE COHOUSING PROJECT. O RELOCATED RUSE TRAIL / y% \\ \ ••� SEE ALSO SHEET 1112 O i� 10' WIDE GRAVEL PATH / • \ 1 ■ �• �� ` • SEE DETAIL 10/L.6 �_ �� --� _0 �r- �o� 1l �- v`'� PROJECT BOUNDARY PROPERTY LINE POTENTIAL CANOPY MOUNTED � � � l '• \\ \ �p Q SOLAR ARRAY OVER OUTSIDE PARKING STALLS. TBD i 10' • /�� '•• \\ \\ \ CONCRETE SIDEWALK a p' T 1 / \\ •• \ \ SEE DETAIL 3/L.6 GUARDRAIL, / -- - _ �/ �- - \ •� \ \\ - • � ETAIL 11.7 • / I _\\ SPECIMAN TREE TO BE / / I J �� \\ \\ PROTECTED & REMAIN, TYP. m CONC EBLOCK • / / 1 - \ • \ \ RETAIN I Nit WALL, TYP. v J_ I 18' I v POLE LIGHT DETAIL 9/11.8 / / 1\ _\ - 1 • \\ \\ TYP. OF 6 RAIN GARDEN SEE DETAIL 4/L.7 SEE DETAIL 6/L.8 9'TYP. / \ �'�_ -/ �� \� \ \ - 1 � CONC. DOOR PAD ACCES LE PARKING SYMBOLS / / /��-L� - PINNED TO BLDG STRIPING & SIGNAGE ` \\ \ DUMPSTER ENCLOSURE / II \I I 18' \ \\ 1� SEE DETAIL 1/11.9 GRANITE CURB / / I \• R21' i /I I �\\ 6.5' a R15' / ` • \\ \\\j�\ �, SEE DETAIL 5/11.6 r v/ I 1 6 8' 8' 'g ' l 15' tri \\ • \ \\ COVERED BIKE / / \ 24' i I 8 8 3 ice/ \-- ` STORAGE / / \� x ��\' / 1g' c- _� R30' SEE DETAIL 2/11.9 // / 241i\\ � CONCRETE STAIRS &SIDEWALK \a� SEE DETAIL 3/L.6 & 3/L.7 1/J7 JJJ J J JJ J J 27 2�� ---�3$ 1 y\, \ �aJJ 0a TREE GRATES 2 SEE DETAIL 2/L.10 J 6' J 1JJ JJJJ JJJJ JJj J J I . / / 1 \ \ )I I / JJ�JJ�JJJJJ J� J 1 �� s / \ \ 26 MI CONCRETE SIDEWALK \ , ,J�3�J �� \ \� /i f I \ \^�� 22�� ` �� \ \ RAIN GARDEN &ACCESSIBLE CURB CUT �� 1 \ SEE DETAIL 6/L.8 SEE DETAILS 3/L.6 & 7/L.6 / STEEL BENCHES 2 e, ■ 1 \ CONCRETE SIDEWALK 11 TYP. OF 6 / \ SEE DETAIL 3/L.6 • SEE DETAIL 3/L.10 10, � - S V 1 CONCRETE \� �� V ATRANSFORMER PAD I 4' WIDE GRAVEL PATH \ 1 SEE DETAIL 10/L.6 1 5: \ '� , \ 1 BITUMINOUSCONCRETE IS 1 I I 1 51' PAVING. DETAILI/LG ■ 1 \ _ 1 1 1 1 \ •= ; l! JJJJ \\.. \I� \I ■ ,\ I I • / 'IJJJJ_J 12'iJ I l I I 1 \ I JrJJjJJ. 5. 8' \ 221'. 5' 8.5'■ 1 JJJ JJJ \ a ' _J _J _J JJJJJ • I / J_JJJJ -JJJJ 8' I I 7! JJJJ JJ J_J k 22' TYPJ \ , - �/ I J I 1 All, / / / POLE LIGH Of 6 1 A, / � • 1 \ / 1 �\ SEE DETAIL 4/L.7 \ / ' I GROUND SIGN • / / SEE DETAIL 6/11.9 CONCRETE PAVER PATIO & \ / ■ STONE SEATWALL \ ' I SEE DETAILS 4/116 & 8/L.9 \ \ ■ f / � � I � I ' • I I \ I I BITUMINOUS CONCRETE ■ ' I SIDEWALK j �80' ■ I I • �� - \ SEE DETAIL 2/L.6 1 LAWN \ 5' 9' 20' S' ■ I I _ RAISED CROSSWALK \ 8 ' L_J 1\118 d� /® SEE DETAIL 8/L.6 ?35 1 \ \\ 83' • • 1 I I PLAYGROUND EQUIPMENT ■ \\ \\ • , SEE DETAIL SHEET L.1051 1, J ( WOOD FIBER SURFACING SEE DETAIL 4/L.9 \\ .0 1 1 • IIIIIIIIIII �'�� t' \ / PERMEABLE POURED -IN-PLACE SURFACING I \\ \ • _ \ �\ ROLLER SLIDE & GRASS PLAY HILL \ SEE DETAIL SHEET L.11 SPECIMA TREE TO BE ® WOOD PICNIC TABLES PROTECTED & R N; _ - c WOOD FRAMED SHELTER ' I'1 ■ END BIT. CONC. PATH. SEE DETAIL 3/L.9 I 1 I \ ■ 1 1 • \ 27' 'll � NEW 8' WIDE MULTI -USE TRAIL 1 1 START GRAVEL PATH. 80' I v / X v \ J\ �I � \ \ I 1� CONNECTION. TO BE CONSTRUCTED AS 1 ; / POLE LIGHT \� �� / / 1 \1 PART OF FUTURE COHOUSING PROJECT. \ / / / \ SEE ALSO SHEET 1112 \ \ 15' `� �i TYP. OF 6 _� v �� / • \ \ SEE DETAIL 4/L.7 . y • \ 1 OPEN LAWN E GRAVEL PATH \ R20' : \\ \\ 1 UJ S D 10 120' \ \ 90, f 00 0 VN I P TED B ER ••�• • \\ \ EE H L.5 ' R20' *4000 rl _ - - I • 4' , 20' • 11 \\ / �� • 1' \ DRIVEWAY OPENING FOR ` 111' 13' �/ ••I COHOUSING ACCESS • 5 '\ ROAD. SEE DETAIL 1/11.7 1- \ FA r, 6)\\ �\ \ I' TRAIL EASEMENT ,:`CZ �g 1 ■ STEEL BENCH �O� \\\ \\ \\\ \ / TYP. OF 6 \ \ / SEE DETAIL 3/L.10 • 71 oo $ \ i R11' \\ �, P�cec,"' I \ N �� _ e�/'' S 66°3616$97' 2 3 4 5 6 7 8 9 10 Layout Notes 1. Do not scale drawings for quantity take -offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group, Inc. for clarification. 2. All lines or points are perpendicular or parallel to lines from which they are measured unless otherwise noted. 3. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction; report any and all discrepancies to the Landscape Architect. All discrepancies shall be resolved in writing prior to beginning work. 4. All areas disturbed from construction activity to be raked, smoothed, fertilized and seeded with perennial turfgrasses unless otherwise noted. S. All new walks and surfaces to meet existing walks and surfaces with smooth, continuous line and grade. 6. The Contractor shall not install concrete during adverse weather conditions (rain, sleet, etc.) unless otherwise directed by the Landscape Architect. Pole Light Photometrics .25 FC --�� _ N i ��----SFC 1 F N� I I I t I f 11 I I I l l i 1 1 \ -�\ 11 0 20 40 80 120 12 13 13 NOTES DO NOT SCALE DRAWINGS. 1 1 1 Revisions to MassDev comments 111/16/17 1 No. I REVISIONS/SUBMISSIONS I Date D A V I S S Q U A R E ARCHITECTS Consultant 240A Elm St., Somerville, MA 02144 617.628.5700 www.davissquarearchitect.5.com The Berksh ire Design Group, Inc. 4 Allen glace, Norhamptor, Massae -..setts 01060 Landscape Architecture ?413)582-7300 • FAX ;L13j582-7005 Civil Engineering Planning Errail bdg.'27berk_hirecesgn.ccm Land Surveying IVeb it o://Awvv.berkshiredesig-.corr Project NORTH COMMONS LOT 13A, VILLAGE HILL NORTHAMPTON, MA Title SITE PLAN % N Desigr :d Drawing No. JU6 4 Chl eCked PHW Project No. 17031.00 Scale 1 "=40' ' Date 2017-12-08 L.3 1 T L J H G F E C 2 3 4 5 6 7 8 9 10 11 12 m / / / / / / • / 1 \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\ 93 71 "7 93 "b � / l / / / / / l / l i ' ,' i- \ \\\ \ \ 1 \ , \ \\ \�♦ \ � '� \ ■ \■■ \ \ \ __ _ 'i95 '` � \ _-\ art '�•' \ �\\� \\ I // / `^� � 00 �� O / / / / / / / / / / / �� / � /� /' \\ \ \\\ \ \\ \ \\ \ \ \\ \\ \\ ♦♦ \ \ \ \\ \\ \ \\ _ - 196 PERFORATED PIPE LAID FLAT TYP. / / / / / / / \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \--_ ---\� \\ \ __ !� � \ Q ♦ ` / SEE RAIN GARDEN DETAIL CURB OPENING / /, t �,��,� \ \ \ ♦ n _ _ _ �r / \ p ' I O L / // / 1 \ \ \ \ \ / \\ T r \ \ 0 \\ \ _ \ \ O ♦ ,SEE DETAIL 5/L.6 // / I '� � � \ � � � ` � \� \ \ \ � \ I \ _ 0 M o� � � \ \ \ \ \ \ \ \ \ o ♦ \ \� \ IN - r 9 \\� � �` ♦ / / / l I ! l I I � 1 \ titin \\ \\ \ \ �\ \ \ \, \ \ \ � � \ I I I \ 19 r l /^ N / / / -\ \\ I M UJ LA \ 1 INV 215.0 / , /, /, \ \ \ / \ ll \ ___--- I / l / �/i i // \ \� \\ INLET DI#1 I / \ /i `�\ � `� - \ \\ \\ \\ \ \\ `\ � I \ \ \ 1 1 / //. �' 1 11\ �/ � N I eY / I I ♦� / / l / /'/ r / / / /l \ '� r' �TC22&A� =227.00 I \ CURB OPENINGS ' _ _ \ \ \ \ \\ \ -\ ' / \ ' ' - / WITH 2" 3" CRUSHED r / „/,/ // - \ , I \ \ / 1 / ' / ,,---- \\ \ 1 O I r STONE PROTECTION / / / / // r / / ' / \ ` I ( ,eC�a73 - 1=22�.Q0 SEE DETAIL 5/L.6 T 7 _ \ \ 1 \ \ / / \ I \ Z I / /// 1 \ I I \ \ 2 '• \\ \ 1 \ / / 6" PVC 2.0/WITH // / r / r„ r/ /,p -- a , / h27 i �� / STAINLESS STEEL RODENT SCREEN /' ///// /'/ /�\ / y� / / / c2zz75 \ 22550\ INLET DI#2\\ _ ` \\ \ ` \ 4 r I / / l l l / / l / `/ / / ! � z2z R=22 \35 \ \ - C \ �� 1 � I \ \ \ \ ( / \ FOR FOOTING DRAIN OUTLET �/ I l l I l 11 l 11 1 / _ I / / / / / / Tc -I=223.1 \ • \ \ 16 \ \ \ \ \ \ / \ / I / i T T 228.6 \ \ \ \ �/ D� wz2a.o • \ \ \ \ / i / / / /'-- / .30 / / / / \�2 HD _J/- / TC 228.Q0_ ` 227.BC 227.50 ♦ I• I / / / rJl l // \I I I I // I \ ) I I = z1 --- , (JPEfVING , 14 / r / _ '\ I O TOIW 229 \ 228.70 \ 248"85 \ _ \ o n° LP 22 .75 titi ♦ 1 ? \ r \ 1 \ I I \ \ / / \ / I ^'� I N / _ _ ? m / ` \ \\ MODIFY EXISTING OUTLET 1 I ° / • \ \ i \ CONTROLSTRUCTURE YO RANT, SEE DET. / SEE DETAIL /L.1d ''I o '` /I N ' L J YDI I 1 200 _ I N8 8x6 DI ROOF DRAIN 0 TLET 217.75± yJ/J J Qz Qp I // /// / "/ // l 18. 7JJ��JJJJJJJ REDUCER - I 1 ,v o \ \ ( \ ® \ \ \ \ \ \ , - i' / �1 "E / � �m / // // , r/, /, JJ, )JJJ m, INV 227.75 I � \ \ \ � N84°15__ ' / ,// / //// / / I JJ J W29.5 \ \ \ \ \ \ \ \ \ \ , �i / i a iJ tIJ JJ JJ-JIJ�IJJJJ 229.10 +VH' TC 229.50 1 1 1 \ \ \ \\ \ \ \ i I / _--- / 2a/�// ��iri i, J/ JJJJJ JJJJJ ec2zs.00 1 D'' \ \ \ -_ \ \ \ \\ \ \ \ / '� / .--- /I 98.15/ _2_00== - =_ )JJJ�JI_JIJ JJJJJ JJJJJ) \ \ \ \ \ d \ \f\ , // �/ r I \ •(� / / / / /// JJJ_4JDlGi� ))))))JJJJJ JvyArEeM�i J_�J _J 229.70 - Q 229.70 22I I II \\ \ C-6, l'��i'i III v. 6 z�9 � � \ _ \ I l I \ I rillO°i � vcPa. o ` I=222.4a \ \ \ \ RIPRAP OUTLET PROTECTI9N D j 0.00 � vy / /�//////��/� � // \ I \ \ \ \\� / / i 1 \\ 1 I•� \ \\ \\ � 1 1 1 1 I I / / / \1 1 // j / 1114////x% \ 21650± DS CONNECTION 8• / SANITARY MA H SMH 1 I\ \ \ \ I 1 NEWFLARED END OUTLET I o CURB / \ 1 1 \ \ \ I / INV 228.50 qr OPENIW 1 IM 229.9 \ \ \ I \ I INV 192.00 FR 122550 I 223.25' \\ 1 1 \ 6" Pb My�i 1 I \ • \ \ \ \ 1 \ C N D 620 5 SliOR W RITR6' ME /f CH MB ST #9 \\ I SEE DETAIL 7/L.8 � i f / /I L ATIO.N AND INVE TS TO BE r I SAN. INV 225.50 I FFE 230.00 %,\,) I 1 \ � 1 1\ 1 I I / /i llNl lllN I @1.0 \ \\ ' \ \\ DRA N MA \ #8 1 \I d / // // / /// 1 • INTERIOR ROOF DRAIN I l \ o \ \ \ \ ; \ C OR AED H P(�TENTIAILI� 0 195.0 \ \ 1 IIIII INV 228.50 \ 1 \� o \ : \\ J 1 p j 1 11 \ cJ 00 I 0, INV \ \ \ i� \ =230.25) I I l \ \ 0 2 \ I I If�V(M 22 .05\ \ 1 \ \ 1 t 1 1 I \A(NW 220.90\ MA) .INV 1 Q0 \ / i 11 r \ \ STUBBED GA SERV. \ \ 1 1 \ 1 I 1 \\\ // /I r/I FOR FUTURE USE \ \\ \ \ \ 1 I 1 \ \ / o 0 / f / (/ I /III I ° \ \ 12 \ I V � )UT 2022 90 \ \ \\ 11 1 I I I \ MAI ISCHARGE TO\ \ \ 1 1 1 \ 1\ r / J I I I I I I I ''` \ \ \ \ \ \ \ \ \ 1 1 I I II ETIS BE C R IN IOTED WI \ \ 202 \ // U° I O I \ \ U \ e Easement D / I s D \ \ I I 585 I I o ` \\ \ \ \ \ 1 \ // \\ \ ± S.F. 1 1 \ C\ H USItJG PROJECT \ \ \ 1 1 • 1 1 0 1.0% \ \ \ I I \ O) s -VC JJ J 5 @I.O/ DS CONN. JJJJJ )JJJ p \ D I I I 1 /- / 11 l l JJ D \ / / 18' HDPH/ o / 9/d l/// / JJJJJ )JJJ J _-r \ 230.50 D r <\ \ \ 8" SEWER STUB & p INV 228.50 JJJJJJJJ Jd D + \\ \ CLEAAIDLLL__ 1 \ I I I I D��- _ \ \ \ \ \ \ \ 11 , / , JJ J \ - \ p @1O/b 12 - / o Il I / • / / / / JJJ JJJ / \ za \ 1 _i 1 - t I 1 I- I I D 20 JJ I \ 'IN VI 224.20 - \\ I N l 1 l JJJJJJJ /\-_ 6" SAN \ -:7- t - F I DRAIN MANHOLE DMH#7 I \ 1 1 ( / $ INV 223.76 \ I \ \ \ \ 1 1 f 12" DRAIN I 1 1 31 \ I 1 \\ \ \ \ \\ \ \ I \ RIM 228.9 1 234 / \ \ INV(W) 225.00 I I I 1 I I I I > \ \\ I \ \ \ \ 1.0% MIN. INV 224.90 \ INV(SW) 225.00 \\ 1 I \ I I I J� \' I I 1 I 1 DRAIN INLET DI#4 INV(OUT) 224.90 I l I \\ RIM 228.75 j ` \ I POSED 20' DR E EASEMENT. l/ l I I \> I \ I I \ TO\ COORDIN4TED WITH COHOUSING I \ I \\ l l \ r l 23 \ INV (N) 225.75 w ) l a d I \ / $ \ a I \ J 1 \ PROJE T & NORTHAMPTON DPW ;rl_ , /// // \\ INV (W) 225.75 TC 229.61 \\ _ ' '��"�� I \\ • / I \ \\ I II l / /// �- 41_�___ 187.02 - / INV (OUT) 225.65 rc22s 3 \ u10 / -\ \ 1 S84°15 1 _ I I B /� 1 I / \ � � o \ \ \ '1 I\ / • I I 1 vv , / I I' 111 I 1 / zz \ \ I �\ 113.82 / 1 AlICHIBASIN CB#5 I / / I I \ I 9 ' \\ 1 11 II 11 RIM 228.651 I j INV 225.651 (o / \ \ \ \ I I / I I • v --vv �. % / , `tib r/ V A I\ I I I 1 1\ 23� --' // 1 R ISED SSWA 14 \\ L_J _ _ _ Grading & Utility Notes C) \, r � 234 / I ® / r 1 1 / ' 112" HDPE c 2.0% MIN.)I� vv 1 I I A /'�9 y / ,� 1 233 \ \ 1 \ _SCA H BASIN CB 6' N \' I I 1 I I I' I 1. Project benchmark is top of the hydrant spindle, elevation=000.00, as per topographic survey RIM -22-8.65--- � I I by Berkshire Design Group, dated July, 2007. y11 '230 00 230.00 ,IQIJIV2256 TC 229.43 I I I II I I 1 II 2. All sidewalks/walkways shall conform to the Massachusetts Architectural Access Board's (AAB)O I u I v \vim 1 J v / h/ / / / / / / • IIIIIIIIIII I M I N I t / / I I I /// requirements Typical s idewalk/walkway cross slope is 1 5% In case shall sidewalk/walkway TC 229.61 Zz3socross slope exceed 2.0%. Notify Engineer of any discrepancies I •I=I I I I �\ / k �} 1 'I - I I I l I 1/ \ o � ' . • 1 1 \ f I / I I I I 1 1 I �\ / ' V+11,21 I , 2 / I I I 1 I i I \ w ' ) I I I 3. All materials and construction methods shall conform to the construction standards and l/ \ SANITARY MANHOLE SMH#12 U Ha I I specifications of the City of Northampton and the Massachusetts Department of Transportation. > RIM 230.07 INV 221.37 1 1 \, I \ 4. All dimensions, elevations and layout shall be verified in the field b the contractor and 00 ' I 1 l• 1 Y Y approved by the Landscape Architect prior to beginning work. t \ \ N 231.251 \ \ ' / / ' / 4 ' \ \ 1 1 1 \ 5. All new or adjusted manholes, as gates, water gates and water services to be flush with \ I w \ \ \� \ 1 \ \ I I \ 1 g g 1\ \ 11 11 \`/ g EXTEND "G SRV E1`O 1 I 1 \ I I I I I \ \ finished rade. + `\ \ 11 I I �/ /' // / \ I STUB LOC I ON OR FUT E \ 1 1 1 / COIAINE TTIQN I / / / \ \ 1 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Refer also to Site Electrical Plan for lighting \ I / I I 1 \ \ I I I 1 1 I I 1 I I 1 \ \ \ and elec. manholes. O " \&/ATE-WT11 \ 1 1 / \ I 1 1 I I \ \ \ \ \ \ \ I \ 1 1 I 1 1 \ \ f , 8. Notify the Landscape Architect of any discrepancies prior to construction. \ \ \ \ 1 1 1 I \ m ♦� ° v / LES RICALD CT\B NI� I \,\ \\ \ 1 I 1 1 \ o "� • \ \ \ \ \ I I \ \ \ \ \ 1 \ \\ o N 9. All water lines shall have a minimum of 5' of cover over the crown of pipe. g plugs 10. Thrust blocks shall be constructed for all water lines at all angles, bends, branches,and \ • titi � I I \ / I\ \ \ 1 I o wherever else is necessary to prevent disruption of proper functioning of the line. "/ 1 1 1 1 ` ♦♦� • CO NECTT E f 1 1 1\ / \ • 1 •I U l Y p p p p g 1 1 / ♦ I I \ 1 1 1 1 I \ 1 `\� / 1\ '♦�' ` SEW,ER�STt�6 1 r'' � \ I 1 II 11 11 \ \ \I 1 1 • \ \ 11 � 1 /♦� INV 220.1 \\111 \I // `_r I 1 I I \\ \ •11 1 11 1\ a o \ 1\ III o rn 1 - - - / I /� ��♦� � • --- / / ♦� �- ! � � � '/ •// / � / �♦ ♦ _I•'' \ I I I \. \ \. \ I \ \ •' 1 n 1\ 1 21 31 41 51 61 71 81 91 101 11 0 20 40 80 120 12 13 13 NOTES DO NOT SCALE DRAWINGS. 1 1 1 Revisions to MassDev comments 112/04/17 1 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S vww.davissquarearchitects.com Consultant Th e Berksh i re Des'g n Group, Inc. L Allen Plac::, Norft-np:on, Vlassachuwtt50'C60 Landscape Architecture (413}582-70OC • FAX(413}582-7005 Civil Engineering Planning Emo l: bdg@be•ks-'•edesi;r.co~I Land Surveying \Ncb: http://www.bcrkzhiredes gn.ccm Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title GRADING & UTILITYoPL L.4 Desigr A v Drawing No. JA CC Checked PHW Project No. 17031.00 1 Scale 1 "=40' Date I 2017-12-08 L.4 1 N L 169 J li G F E IC C A 1 21 31 41 51 61 71 81 91 10 a' i `' O � �4, O � a ♦ o Q' ♦ ` / Q / 'C0�`♦ z ♦ 2 PT 1 \\ \\ 1 s y i v v I \ I 10 2 NS 00 CD \\ \� ® \ • \\ \\ I c1�0 �\ 1 1 \ 1 1 \ i1 —r--------- 1 1 --------4— ----------------- I 1 I I ---------------- � I------------ 20' -- — ---------------------- i I 1 ASONAL- • j 4NTINGS I � • !■ 1 �I 1 ■ i , I j • ■ I I • I I 1 SI : I I • I I I I I ■ j I I I I II • I I 2 QP i � 1 .' . 11 1► CZ \ I■ `O \ \ \ / i 7 \ \ \ \ — j I 3 MS s \ \ \ R I • 3 SV 03 0, \ \\ • I 4 SV �`� �J S S9 ��.\\ , IZ 1 1 \\\ �`�p �O � � i'�' / 2 •�(7� � � i' baa\C\� I I \\\ 11, �� Ease er Q S 66°3616.97' 2 3 4 5 6 7 8 9 10 11 Plant List 12 13 Key Qty Botanical Name Common Name Sze AP 34 Aesculus parvflora Bottlebrish Buckeye ##7 pot r 8 z ♦ 2 PT 1 \\ \\ 1 s y i v v I \ I 10 2 NS 00 CD \\ \� ® \ • \\ \\ I c1�0 �\ 1 1 \ 1 1 \ i1 —r--------- 1 1 --------4— ----------------- I 1 I I ---------------- � I------------ 20' -- — ---------------------- i I 1 ASONAL- • j 4NTINGS I � • !■ 1 �I 1 ■ i , I j • ■ I I • I I 1 SI : I I • I I I I I ■ j I I I I II • I I 2 QP i � 1 .' . 11 1► CZ \ I■ `O \ \ \ / i 7 \ \ \ \ — j I 3 MS s \ \ \ R I • 3 SV 03 0, \ \\ • I 4 SV �`� �J S S9 ��.\\ , IZ 1 1 \\\ �`�p �O � � i'�' / 2 •�(7� � � i' baa\C\� I I \\\ 11, �� Ease er Q S 66°3616.97' 2 3 4 5 6 7 8 9 10 11 Plant List 12 13 Key Qty Botanical Name Common Name Sze AP 34 Aesculus parvflora Bottlebrish Buckeye ##7 pot BN 8 Betl.la nigra 'Heritage' River B-rch 2.5"-3" cal CN 11 CornLs rnas Carnelian Cher,y Dogwood 1.5"-Y cal CS 10 Corncs sarguiea Red= wigged Dogwood #5 pot EC 6 Enkianthus campanulatas Redv en Enkianthus 4'-5' B&B HC 10 Halesia carol ina Silverbell 6-8' B&B HQ 17 Hydrangea gt.ercifolia Oakleaf Hydrangea #5 pot CFR 7 Corn L5 florica rub -a Pink Flowering Dogwood 2"-2.5" cal. IC 4 Ilex glabra Inkberry #5 pot IM 1 Ilex meserveae'BI ue Girl' Blue Girl Holly 4'-5' B&B IV 15 Ilex vericillata'Wirter Red' Winterberry 4'-5' B&B A 3 Carya glawo Hickory Y-2,5" cal. LS 7 Liquidarrbarstyraciflua America nSweetgurr 2.5"-3" cal LT 7 Liriodendro-i tulipifera Tuliptree 2 5" 3" cal MG 4 MctascgLoia glyptostrobo-des Dawn Redwood 8' 10 B&B MP 16 My,ica pensylvanica Bayberry #7 pot MS 3 Magnolia stellata Star Magnolia 6'-8' B&B NS 6 Nyssa sylvatica Black Gun- 2'-2-5" cal. PC 3 Pinus cembra Swiss Store Pine 5' 6' B&B P5 10 Prunus serrr.lata Flowering Cherry 2"-2-5" cal. PT 11 Pinus thunbergiana Japanese Black Pine #10 pot PV 44 Panicum virgatam'Heavy Metal' Switch Grass #3 pot O,P 7 Quercus palustris Pin Oak 2.5"4" cal. QR 4 Quercus rubra Red Oak 2.5"-3" cal. RA 54 Rhus a•omatica'Gro-Low' Fragrant Sumac #3 pot R.NI 52 Rosa mediland'Scarlet' tiled -land Rose #3 pot S5 9 Itea virgin Iona Sweetsoire #3 pot Si /I Soohora;aponica Scholar T,ee 2.5"-3" cal. 5V 5 Syringa vulgaris'Dappled Dawn' Lilac 5'-6' B&B TO 12 Thu -a occidentalis'E-nerald' E•nerald Arborvi.ae 5'-6' B&B UA 2 Ulmus americana Tioerty' Liberty Elm 2.5"-3" cal UP 1 Sciadopitys verticillate Umbrella Pine 6'-7' B&B Tree Replacement per 350-12.3 TREES 20" DBH or LARGER PROPOSED FOR REMOVAL 19 = 481" POTENTIAL OTHERS 2 = 63" TOTAL TREE CALIPER REMOVED = 544" TREE CALIPER REPLACEMENT REQUIRED = 272" TREE CALIPER REPLACEMENT FOR LOT 20 = 5" TOTAL TREE CALIPER REPLACEMENT REQ'D = 277" TREES PROPOSED FOR REPLACEMENT Planting Notes 43 @ 3" cal. = 129" 26 @ 2.5" cal. = 65" 43 @ 2" cal. = 86" TOTAL TREE CALIPER REPLACED = 280" 1. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Association with regard to grading and quality. 2. All plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. 3. All plants shall be nursery grown in accordance with good horticultural practices and shall be grown under climatic conditions similar to those in the project locality for at least two years. 4. Balled and burlapped plants (B&B) shall be moved with the root system as solid units; root balls shall be firmly wrapped with burlap. Container grown plants shall not be removed from container prior to the time of installation; root system shall be firmly set in container. S. Planting soil mix shall consist of seven (7) parts loam and one (1) part peat moss by volume, with a pH value of 5.0 to 6.0. 6. All trees and shurbs to receive two (2) fertilizer packets as shown in details. 7. Planting beds to receive 4" depth of bark mulch. 8. All plant material shall be guaranteed for one full growing season (one year) after installation. 9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work shall be promptly removed from the site and replaced with material of the same species, quality, size and meeting all planting specifications. 10. Planting layout shall be approved by the Landscape Architect prior to installation 11 0 20 40 Be 120 12 13 NOTES DO NOT SCALE DRAWINGS. 1 1 1 Revisions to MassDev comments 111/16/17 1 No. REVISIONS/SUBMISSIONS Date *I D A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S www.davissquarearchitect.5.com Consultant The Berksh ire Design Group, Inc. 4 Allen lace, Nort-iamptor, Massac--setts 01060 Landscape Architecture ?413)582-7300 • FAX ;L131582-7-305 Civil Engineering Planning Errail bdg.'27berk_hirecesgn.ccm Land Surveying Web-tta://AwA,.berkshiredesig-.corr Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title PLANTING PLAN __ % NN Desigr :d Drawing No. JU6 40 Checked PHW Project No. 17031.00 L05 Scale 1 "=40' Date 2017-12-08 0 U U Q co s co co r` 0 N 2) Q 0 U 1 3 0 MDOT HOT MIX ASPHALT WEARING COURSE M MDOT HOT MIX ASPHALT BINDER COURSE COMPACTED GRAVEL BASE (95% MIN DENSITY) 4" PROCESSED GRAVEL OVER 8" TYPE B GRAVE LBORROW 12 1-1/2" _ 2-1/2" O00 <ZP ° /0� °O 1, < DO —_ L ��0 0 00 ` <:)a�� I UNDISTURBED OR COMPACTED SUBGRADE EXTEN) GRAVEL 12" BEYOND EDGE OF PAVING WHERE ROAD 15 NO- CURBED K NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 1 Bituminous Concrete Pavi n L. not to scale H DECORATIVE CONCRETE PAVERS JOINT 5EALANT AND SEE SPECIFICATIONS RETAINER RING CONCRETE BASE, 3000 PSI 3/8" PRE -MOLDED W/ 6"x6"x10/10 WWF POLYETHYLENE FILLER MORTAR BED G ad° ° 0 Ob CA 00 c?� 0 o C °9 o '0Z o 0� 00 o �O I►II=IIII=IMI=II =IMI=11111=1111=11111=11111=11111=11111=1111=11111=11111lull-lull= — Illl l=III 11= III II III 11=III 11=III 11=III 11=III 11=III 11=III 11=III 11=III 11= ►IIII =til 11= 11 III -11 III IIIiI_11111-(1111_11 -11111-(IIII-(IIII-(IIII-(IIII-(IIII-11Tj_IT- IIII=11111= IIII-lull= F COMPACTED GRAVEL BASE, 95% MIN. DENSI-Y UNDISTURBED OR COMPACTED SUBGRADE E � 4 Concrete Paver Patio C L.6 not to scale 51 61 7 MOOT HOT MIX ASPHALT BINDER COURSE COMPACTED GRAVEL BASE, 95% MIN. DENSITY 12" 11/2" 111111111111111111111111111111111111111111111111111111_ 11/2" O° �00 0 CP �0� O 60ffD°0( 00 0° o o o 2 Bituminous Concrete Sidewalk L. 6not to scale 7 Accessible Curb Cut not to scale L.6 oil 3 0 MDOT HOT MIX ASPHALT WEARING COURSE MODT HOT MIXASPHAL- BINDER COURSE GRANITE CURB, TYPE "V3" AS SPECIFIED MATERIAL VARIES, SEE PLAN o OO O 0 00 Zo O OQ�o 0 �30 O QO � O CEMENT CONCRETE Q °O rn �^ 3000 P51 0o OQW 08 C] O CO M PACTE D G RAVEL —III= I O BASE AND BACKFILL, =III +=III I = �o �° O�QO 95°e MIN. DENSITY —11111 =� UNDISTURBED OR /I 11=IIIA- = 11111— 1/1 11 COMPACTED SUBGRADE 6" A5 0" MIN. SPECIFI__D MIN. 5 Granite Curb L.6 not to scale 5' 10' 5' �_...�Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllm��®II uuumununumuunuununnnnnnuuuuuuuuuuuuuuuwuuuumnnnnnnnnnnmcuw • 1p $ Raised Crosswalk not to scale L.6 5 7 EDGE OF PAVING 81 91 101 111 12 3/8" PREMOLDED JOINT SEALANT & RETAINER RING PO-YETHYLENE FI -LER C , = 4" CONCRETE INCREASE SIDEWALK N ` i___ • d • • < d ° • d 1111 -IMI 4DOOP.S.1. THICKNESST06" • Vd •Qa a-- - a a a ---a ---a -� a a -- a -- ----- a—l� WITH6"x6'x1D/1D ATCURBCUT a as ad ° WIRE MESH m ° a d °da d o bo 111 11-c101 111- 011111 -°11111O -°g1 1111-0 111110oO'00° O O -°11�111- 11111O=�O►I°IIII1IIIIIIII1I1S1I1�1 0 OOCOMPACTED CIO 0°g°a Oa0 0 0oo0 I, QO I95%MIN. DEN510�III 0 00OO00 IIII17 UNDISTURBED OR —1111—III II—III II—III II—III II—III II—III II—III II—III II—III �I==_III CdMPACTED SUBGRADE 11111=III II VOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH SECTION AT PERPENDICULAR -0 DIRECTION OF WALK WITH 3 TROWELLED EDGES WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20' DRIVEWAY CROSSINGS UNLESS OTHERWISE INDICATED ON PLAN: PROVIDE EXPANSION JOINTS ATA_LVERTICAL WALLS & ISOLATION JOINTS AT ALL FOO-INGS SCORING LINES TO BEA - LEAST 1/4 THICK\ESS OF SIDEWALK 3 Concrete Sidewalk L.6 not to scale FLUSH GRANITE CURB RO 1D S RFACE : __OW —� "-8" DIA. NA-IVE WASHED STONE PLACED 18" DEEP ODER FILTER FABRIC 12"-24" DIA. ROUND BOULDERS :OR DISSIPATING WATER FLOWS (3-5 per curb open'ng). BURY 1/2 OF BOULDE3 DIA. T`'P. CURB INLET FYPICAL STREET PRIN- DURATHERM CROSSWALK SOLID WHITE DURATHERM MARKING 9 Thermoplastic Crosswalk not to scale L.6 0 PROVIDE MIN. 24" WIDE FLAT AREA AT 30TTOM OF SWAL=. (TYP.j VIII=11111=11111=11111=11111Ef -III 11 -III 11 -III 11 -III 11 -III it 3:1 SLOPE MAX. COMPACTED STONE DU 5-: APPLY APPROVED H=RBICIDE STEEL EDGING BOTH SIDES III II STEEL STAKE SPACED PER MANUFACTURER'S OOV O RECOMMENDATIONSO O OOOOO WEED -PREVENTING P=RFORATED -o -- ILM SEESPECIFICATIONS�POLY 0 0 COMPACTED GRAVEL BASE OCR000000O UNDISTURBED OR _II 1 _II 1 _II 1 _II 1 —I1 =I1 COMPACTED SUBBASE NOTE: SEE PLAN FOR DIMENSIONS II I II 10 10 Gravel Path not to scale L.6 11 12 13 NOTES DO NOT SCALE DRAWINGS. 13 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S www.davissquarearchitect5.com Consultant Th e Berkshire Desig n Group, Inc. L " - Allm n I N r -'n - n Vla 0' "60 I P ac., o th" p.o , ssachusctts ,. Landscape Architecture (413}582-700C • FAX(413}582-7005 Civil Engineering Planning Erna]; bdg@be•ks-'•edesi;r.co-i Land Surveying Web: http:/ www.bcrkzhircdcsgn.ccm 1 Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS ®v► Desigr :d � Drawing No. JUS Checked PHW Project No. /i 17031.00 L06 Scale as noted Date 2017-12-08 SEE PLAN FOR MATERIAL CONTROL101NT5 o �o Q BITUMINOUS CONC, TOP COURSE 12:Z,�jgX MHD STD. CLASS I, TYPE I-1. TOP WITH �1ti� /CURB THERMOPLASTIC LADDER CROSSWALK e • e a e 12:1 MAX. TRANSITIOV SAWCI TTOP COU R5E'RIOR �—. — TO INSTALLATION OF RAMP TAPERS ------ 6-0 ------ CURB 6" REVEAL FINISH GRADE ROADWAY SEE PLAN t WIDTH TYPICAL ----------- ------ -1-- MAINTAIN 6" MIN. -- ------------ COMPACTED GRAVEL UNDER CURB TRANSITION ° DETECTAB_E WARNING STRIP PER ADAAG SPECIFICATION CURB/RAMP TO BE FLUSH WITH ROADWAY 7 Accessible Curb Cut not to scale L.6 oil 3 0 MDOT HOT MIX ASPHALT WEARING COURSE MODT HOT MIXASPHAL- BINDER COURSE GRANITE CURB, TYPE "V3" AS SPECIFIED MATERIAL VARIES, SEE PLAN o OO O 0 00 Zo O OQ�o 0 �30 O QO � O CEMENT CONCRETE Q °O rn �^ 3000 P51 0o OQW 08 C] O CO M PACTE D G RAVEL —III= I O BASE AND BACKFILL, =III +=III I = �o �° O�QO 95°e MIN. DENSITY —11111 =� UNDISTURBED OR /I 11=IIIA- = 11111— 1/1 11 COMPACTED SUBGRADE 6" A5 0" MIN. SPECIFI__D MIN. 5 Granite Curb L.6 not to scale 5' 10' 5' �_...�Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllm��®II uuumununumuunuununnnnnnuuuuuuuuuuuuuuuwuuuumnnnnnnnnnnmcuw • 1p $ Raised Crosswalk not to scale L.6 5 7 EDGE OF PAVING 81 91 101 111 12 3/8" PREMOLDED JOINT SEALANT & RETAINER RING PO-YETHYLENE FI -LER C , = 4" CONCRETE INCREASE SIDEWALK N ` i___ • d • • < d ° • d 1111 -IMI 4DOOP.S.1. THICKNESST06" • Vd •Qa a-- - a a a ---a ---a -� a a -- a -- ----- a—l� WITH6"x6'x1D/1D ATCURBCUT a as ad ° WIRE MESH m ° a d °da d o bo 111 11-c101 111- 011111 -°11111O -°g1 1111-0 111110oO'00° O O -°11�111- 11111O=�O►I°IIII1IIIIIIII1I1S1I1�1 0 OOCOMPACTED CIO 0°g°a Oa0 0 0oo0 I, QO I95%MIN. DEN510�III 0 00OO00 IIII17 UNDISTURBED OR —1111—III II—III II—III II—III II—III II—III II—III II—III II—III �I==_III CdMPACTED SUBGRADE 11111=III II VOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH SECTION AT PERPENDICULAR -0 DIRECTION OF WALK WITH 3 TROWELLED EDGES WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20' DRIVEWAY CROSSINGS UNLESS OTHERWISE INDICATED ON PLAN: PROVIDE EXPANSION JOINTS ATA_LVERTICAL WALLS & ISOLATION JOINTS AT ALL FOO-INGS SCORING LINES TO BEA - LEAST 1/4 THICK\ESS OF SIDEWALK 3 Concrete Sidewalk L.6 not to scale FLUSH GRANITE CURB RO 1D S RFACE : __OW —� "-8" DIA. NA-IVE WASHED STONE PLACED 18" DEEP ODER FILTER FABRIC 12"-24" DIA. ROUND BOULDERS :OR DISSIPATING WATER FLOWS (3-5 per curb open'ng). BURY 1/2 OF BOULDE3 DIA. T`'P. CURB INLET FYPICAL STREET PRIN- DURATHERM CROSSWALK SOLID WHITE DURATHERM MARKING 9 Thermoplastic Crosswalk not to scale L.6 0 PROVIDE MIN. 24" WIDE FLAT AREA AT 30TTOM OF SWAL=. (TYP.j VIII=11111=11111=11111=11111Ef -III 11 -III 11 -III 11 -III 11 -III it 3:1 SLOPE MAX. COMPACTED STONE DU 5-: APPLY APPROVED H=RBICIDE STEEL EDGING BOTH SIDES III II STEEL STAKE SPACED PER MANUFACTURER'S OOV O RECOMMENDATIONSO O OOOOO WEED -PREVENTING P=RFORATED -o -- ILM SEESPECIFICATIONS�POLY 0 0 COMPACTED GRAVEL BASE OCR000000O UNDISTURBED OR _II 1 _II 1 _II 1 _II 1 —I1 =I1 COMPACTED SUBBASE NOTE: SEE PLAN FOR DIMENSIONS II I II 10 10 Gravel Path not to scale L.6 11 12 13 NOTES DO NOT SCALE DRAWINGS. 13 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S www.davissquarearchitect5.com Consultant Th e Berkshire Desig n Group, Inc. L " - Allm n I N r -'n - n Vla 0' "60 I P ac., o th" p.o , ssachusctts ,. Landscape Architecture (413}582-700C • FAX(413}582-7005 Civil Engineering Planning Erna]; bdg@be•ks-'•edesi;r.co-i Land Surveying Web: http:/ www.bcrkzhircdcsgn.ccm 1 Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS ®v► Desigr :d � Drawing No. JUS Checked PHW Project No. /i 17031.00 L06 Scale as noted Date 2017-12-08 1 T L J H G F E C 21 3 4" THICK CONC. WALK �� SEE DETAIL 1/8,2 GRASS/SWALE AREA 0 6" THICK CONCRETE WALK FLUSH WITH TOP OF CURB SEE DETAIL 3/L.6 �aACK BIT. CONC. DRIVEWAY, SEE PLAN FOR WIDTH GRANITECUPB RADIUS, TYP. RAMPED SECTION FROM _ STREET TO FLAT AREA STREET/CURB LINE 1 Sidewalk at Driveway 0 enin L.7 not to scale 1 STREET LIGHT SCALE: 1" = 3' 4 Street Light. L.7 not to scale 2 GLASSWER<5 PRAGUE F_ATGLASS SERI -__S L.MINAIR= RIBUTION 00< C 1 FC ' H OTO M ETR I CS -C = FOO -CANDLE SCALE 1"=40' 3 0 51 61 7 8'-0" O.C. 5/8"x71/2" BOLTS COUN-ERSUNI< 3" x 10" RAIL VANDAL PROOFED 8" x 8" POST FINISH GRADE 11111=11111=11111=11111=11111= 11111=11111=11111=11111=11111=1V11=11111= III=1_ I_ 11111-11111-11111-11111-111 —111 -11111 -VIII -11111 -6111 -VIII -11111-11111-111 =0 0 80 1111 NOTES: g0° o 1. ALL WOOD TO BE PRESSURE TREATED, _ 000 III II Op IIII SELECT PINE GRADE 'TOR BETTER 11111 Q 2. ALL HARDWARE TO BE GALVANIZED Oo Oo 0 1111 3.5CT POSTS 3' 6" DCCP IN WELL -11111 O O0o �d� (IIII 11 TAMPED GRAVEL BACKFILL 6 6 2 Wood Guardrail L.7 not to scale NOTE: DO NOT STAKE OR WRAP TRUNK * EACH TREE SHALL BE PANTED SUCH THAT -HE TRUN< BASE FLARE 15 VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL MULCH RING; 6' MIN. DIAMETER., 2" DEPTH; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK FIN. GRADE "'= III II -VI Il-bl II-III II ° VIII - 11111 a o — IV DO NOT HEAVILY PRI AT PANTING; UNE ONLY CROSSOVER UM3S, CO -DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. ME INTERIOR TWIGS AND LATERAL BRANCHES AAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL 3U CIS OF 3RANCHES THAT EXTEND TO THE EDGE OF THE CROWN.) MARK NORTH SIDE OF THE TREE IN THE NURSERY, ROTATE TREE TO FACE NORTH AT SITE, IF POSSIBLE SETTOP OF ROOT BALL FLUSH TO FIN. GRADE 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL REMOVE ALL TWINE, ROPE ® AND BURLAP FROM TOP PLACED AS ROOT BALL IIIII _ 1/2 OF ROOT BALL BACKFILLED =II IFAPPLICABLE: CUT WIRE BASKET VIII— — IN 4 PLACES AND FOLD DOWN 8" 1 I_ 11/1— INTO THE PLANTING SOIL TAMP SOILAROUND ROOT BALL FIRMLY IIII I—"" II III II PLANTING SOIL WITH FOO- PRESSURE 50 THAT ROOT BALL YI V II O UNDISTURBED OR DOES NOTSHIFT COMPACTED SUBGRADE 1. PANTING OPERATIONS & REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK (ANLA; CURRENT EDITION) 2. ALL PANT MATERIAL SHALL HAVE ATWO (2) YEAR GROWTH WARRANTY 3. STREET TREES SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (AN LA: CURRENT EDITION) 5 Tree Plantin L* not to scale 5 7 Oo 0.0 00 SEE PAN FOR WIDTH 1-1%1" rIA. RAI L SUP"ORTWELDED TO POST AND RAIL SECTION 10 3 Concrete Ste s L.7 not to scale SEE PLANS TEMP. SNOWFENCING TYP. MIN. UNDISTURBEDAREA SEE SHEET L.13 FOR LOCATION. OTHERWISE SEE TABLE 6.1 FOR DISTANCE NOTE: ALL TREE PROTECTION SHALL BE INS-ALLED PRIOR -0 DEMOLITION. Me G 1 S "ienr at AdancuLture edesTbleance Tee JiEe * deetycimdttm Li &M—P from RMMI k durLeboO Cvod young 0.5 Cv od Ldatin O F A Goad. Qriearanae 1 Fai i O.F1 Far Ldat, R 1 Fat DsrearAture 1_2i Pa �¢ i 1 Ao CT Cloture1 _2 i Po r¢ ❑veurause 1.5 * A yo m gtree s a In a tltathas use d les a th m 1 X4 of as life a ap a cnh Cy. A zmuae tree is a ue e thathas used M to 314 of is lie exp act ngr. An ove=ture tte a is a tie e thathas us e d mode than 314 of is lie e NQ e ctuvc . 5ydior. -., and Hell'sn•arn, R., Oho State Universiy. Trees and Home Constrt.cctio1; Mirimizing the Imaact o- Const,uction Act vitt' on Trees. (electronic version). Obtaired October 3, 2004 from http://ohloonline.osu.edu NOTE: ALL TREE PRO-ECTION SHALL BE REVIEWED BY THE CITY TREE WARDEN. OR ITS DESIGNEE, PRIOR TO ANY EXCAVATION 6 Typical Tree Protection L.7 not to scale : 0 10 RO RAD. TLP. /I ROUNDA_LJOINTS SMOOTH 1 1/2" Q.D. PIP= RAIL W/ ONE COAT PRIMER ANDTWO COATS BLACK EPDXY. CONTRACTOR TO SUBMITSHOP DRAWING. 1-_/2" SQJARE POST W/ 1/2" SPACER. APPLY ONE COAT PRIMER & TWO COATS BLACK EPDXY. CONTRACTOR TO SUBMIT SHOP DRAWING. CONC. STEPS, 4000 P.S.I.; #4 BAR EACH NOSING, 1" MIA. COVER; 45° CHAMFER EACH NOSING, TYP, E0. EQ. 2% TYP. a O WALK, SEE PAN FOR MATERIAL ;•' r o O 2" I.D. GALV. SLEEVE W/HIGH 0 O < . 0� DENSITY GROUT 000 °o =1 I oi0oOO a o IJ III III III CONCRETE FOOTING, 3000 PSI =IIII— 00 ° IIII=III II ° oho g � (IIII— O =ISI 0 o IIII /� ° 8" MIN. COMPACTED GRAVEL BASE -VIII 0,0O =11111-11111 II= UNDISTURBED OR COMPACTED SUBGRADE #L BARS, 12" 0. C. #4 BARS, CONTINUOUS WOOD POST, 8'-0" O.C. I 2" x2" x3' STAKES, FILTER FABRIC STAPLED I 2 PER BALE TO POSTS, FABRIC TO BE BURIED IN TRENCH ; HAYBALES FLOW d — Aitm IIII Uiii�I I� 6"x6"TRENCH— — UNDISTURBEDSOIL WITH BACKFILL 111 I NOTE: SILT FENCE -0 BE ERECTED WITHIN THE LIMITS OF THE SILTATION AREA ADJACENT TO THE HAYBALES 7 Erosion Control Barrier not to scale L.7 EXIST. GROUND 40' min. PUBIC ROAD r. oO o0 oO o00 .0000; °O -W o°O o°O o°O Cb III1I=1111=11111=III1I=11111= III1I=11111=11111 IIII-11111=11111=11111=11111= III1I=11111=_ —.I►111—I►111—ISI �I—I►111—I►111—ISI �I —I►I �I-1� 11-1� I —I►111-1111—ISI II—.ISI 11—.ISI 1I—ISI 1I STABI_IZED CONSTRUCTION ACCESS NOTES: 2"-3" WASHED COARSE AGGREGA-E 1. DIMENSIONS: WIDT+ 1S' FLAREDTO 25' AT ROADWAY GEOTEXTILE SEPARATION FABRIC LENGTH: 40' MIN. GRADE AND CROSS SLOPE: 2% FOR FULL WIDTH AND LENGTH 2. CLEAR ACCESS OFA_LVEGETATION. ROOTS, AND OTHER OB.ECTIONAL MATERIA_. 3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE. 4. MAIN -AIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SI -E. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY. 8 Tracking Pad L.7 not to scale 11 12 13 13 NOTES DO NOT SCALE DRAWINGS. 1 1 I Revisions to MassDev comments 111/16/17 1 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S vw,w.davissquarearchitects.com Consultant Th e Berkshire Desig n Group, Inc. L Alm Plac::, Northa-np-,on, Massachusetts 0'C60 Landscape Architecture 1413}582-7000 • FAX 1413}582-7005 Civil Engineering Planning Emo l: bdgtube•ks-'•edesi;r.co-i Land Surveying Wcb: http:/; www.bcrkshircdcs gn.cam 1 Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS ®v► "'OjDesigr :d Drawing No. tJU6 Checked PHW Project No. 17031.00 J L07 Scale as noted Date 2017-12-04 U U N L U Q m U) U) co 0 r - CD CV L LM 0_ 0 U 1 T L J H G 2 3 — =PROVIDE4 3000PSI CONCREIE BACKING AGAIIVSTUN7ISTURBED MATERIA_ STONE TO AT LEAST 6" ABU JE DRIP DRAIN FOLFS. NOTE: I`'DRANITTC BE LOCATED 2FT. MIN., 8=T. MAX-0CURB. HYDRA NT SHALL BE AlAERICA N DARLING.KEN.N.EBYCR CTI- EP SLCN NYDRAN-AS AP�IRC'JED BY THE N.ORTNAMPTON WA -E3 DEPARTMENT SEE "FORCE MAIN THRUST BLOCK SCHEDULE' FOR THE AREA OF CONCRETE REQUIRED 1 Fire Hydrant not to scale L.8 SECTION F NOTFS. 1, CONCRE I L IH WS 13.00KS AND MECHANICAL JOIN I RESI RAIN I S SHALL BE INSTALLED ON ALL BENDS, T -ES, VALVES, ETC. 2. REQLIRED BEARING AREA 10 3- CALCULAI -D ON V -R I ICAL PANE 90° -U RADIAL'LANE PASSING TI IROUGI I MIDPOINT OF BEND. 3. NIINIMJM BEARING AREA: 2.0 SQ. FT. 4. SEE PLANS FOR REQLIRED BEARING AREAS GREATER THAN MINIVUM. E C 4 Thrust Block L. 0 p not to scale 24" ROUND H-20 RATED PVC INLET STRUCTUR.E W/ 24" ROUND, CAST IRON CATCH BASIN GRA -E RIM ELEVATION VARIES. SEE PLAN. PLAN 5 V) w Q > g • • 7 3' D + 24" -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: WATER: 5'-0" SANITARY: 4'-0" GAS: 2'-6" ELECTRICAL/COMMUNICATION: 2'-0" 3. ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING. 2 TvDical Utilitv Trench L.8 J not to scale THRUST BLOCK BEARING AREA FOR FORCE MAIN TABLE OF BEARING AREAS IN SQ. FT. AGAINST UNDISTURBED MATERIAL FOR FORCE MAIN FITTINGS VARIES [SEE PLAN) SIZE OF MAIN, (IN.) 90'_ BEND EES AND PLJGS 45° BEND I 4 2.5 2 6" MAX. 6 4 3 b 12 9 FINISH GRADE 16 I 15" MIN. TO GRADE (12" MAX.) I 1 1. AL`JUS ABLE VALVE 3OX 2 z_ S /17//V8/Z8"MORTAR 2. 6" GA -E VALVE LU WEEP HOLE MIN. 3 3. ANCHOR TEE p 3 v 0o BACK JP HYDRANT E_BCW 4. MAIN 5 ALL JOINTS 4 WITH 6 SQ. F_. 3000 PSI S. ALL CLANDS TC BE CONCRETE DLACED MEGA LLG TYPE "V" OPENING FILLED WITH NON -SHRINK MORTAR AGAINST UNDISTURBED t MATERIAL Q4 I— I =- 'el ar � �A,� OUTLET PIPE; MATERIAL SIZE & d �z UJi_ — =PROVIDE4 3000PSI CONCREIE BACKING AGAIIVSTUN7ISTURBED MATERIA_ STONE TO AT LEAST 6" ABU JE DRIP DRAIN FOLFS. NOTE: I`'DRANITTC BE LOCATED 2FT. MIN., 8=T. MAX-0CURB. HYDRA NT SHALL BE AlAERICA N DARLING.KEN.N.EBYCR CTI- EP SLCN NYDRAN-AS AP�IRC'JED BY THE N.ORTNAMPTON WA -E3 DEPARTMENT SEE "FORCE MAIN THRUST BLOCK SCHEDULE' FOR THE AREA OF CONCRETE REQUIRED 1 Fire Hydrant not to scale L.8 SECTION F NOTFS. 1, CONCRE I L IH WS 13.00KS AND MECHANICAL JOIN I RESI RAIN I S SHALL BE INSTALLED ON ALL BENDS, T -ES, VALVES, ETC. 2. REQLIRED BEARING AREA 10 3- CALCULAI -D ON V -R I ICAL PANE 90° -U RADIAL'LANE PASSING TI IROUGI I MIDPOINT OF BEND. 3. NIINIMJM BEARING AREA: 2.0 SQ. FT. 4. SEE PLANS FOR REQLIRED BEARING AREAS GREATER THAN MINIVUM. E C 4 Thrust Block L. 0 p not to scale 24" ROUND H-20 RATED PVC INLET STRUCTUR.E W/ 24" ROUND, CAST IRON CATCH BASIN GRA -E RIM ELEVATION VARIES. SEE PLAN. PLAN 5 V) w Q > g • • 7 3' D + 24" -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: WATER: 5'-0" SANITARY: 4'-0" GAS: 2'-6" ELECTRICAL/COMMUNICATION: 2'-0" 3. ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING. 2 TvDical Utilitv Trench L.8 J not to scale THRUST BLOCK BEARING AREA FOR FORCE MAIN IFTYPE OF SOIL IS VIE DILNI C_AYE`': 6 OR MORE BLOWS PER FOOT. IF LOOSE GPANUL,AR:9 UR MORE BLOWS/FOOT. SOIL CONDI-IONS OTHER THAN THOSE GIVEN WI_L REQUIRE LARGER 3EAPINIG AREAS. NOTES: 1. FOR-ITTIIGS WITH LESS THAN Z5` DE-_ECTION USE BEARING AREAS FOR 43' BEND. 2. BEARING AREAS BASED ON HORIZON -A_ PASSIVE 501_ PRESSURE OF 2000 P.S.F. AND INTERNAL WATER PRESSURE OF 150 P.S.I.G. JOINTS SH,AL_ NOT BE ENC, SED IN CCNC:?ETE. BEARING AREAS MAY BE DISREGARDED FOR-RENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN 0- THE PIPE. HOWEVER, CONCRETE BACKING SHA_L 3E DLACED BETWEEN THE 'IPEAND ROCK FACE. 3. THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT WORKING DRAWI NCS FOR EACH THn ST BLOCK TO THE ENGI\EER FOR APP RO'JA_ PRIOR TO INSTALLATION. IES -SEE PLAN HIGH WATER II 1I=IIIIIIIII�1= =1I - II —_►Id =III III _ j IIII I_ PLANTING MEDIA I II I 24" FILTER FABRIC IIIA = COARSE GRAVEL FILLO o- °� ° CC DOo 6"PERFORATED DRAIN PIPE g�v IIII — TIE INTO CB 11111 II II=11= I =111 6" CO NIPACTED CRUSHED STONE I do do UNDISTJRBE D OR COMPACTED =III III III III II III II III II SUBGRADE 171I — 6 Rain Garden L.8 not to scale 06 3 0 5 7 3RADE-SURFACE VARIES, SEE PLAN 12" MIN. AT PAVED AREAS OMPACTED GRAVEL BORROW UNDER PAVEMENT; COMPACTED SUITABLE MATERIAL UNDER NON -PAVED AREAS SEE NOTE 1 DETECTABLE WARNING TAPE TO RUN CONTINUOUS WITH ALL UTILITIES 1" MINUS GRAVEL 3/4" CRUSHED STONE FLOW 22' MIN. 10 11 12 BICYCLE -SAFE CAST IRON CA 13 N GRATENOTES DN PLAN DO NOT SCALE DRAWINGS. TABLE OF BEARING AREAS IN SQ. FT. AGAINST UNDISTURBED MATERIAL FOR FORCE MAIN FITTINGS —f-,*— SIZE OF MAIN, (IN.) 90'_ BEND EES AND PLJGS 45° BEND 6 4 2.5 2 8 6 4 3 12 12 9 7 16 21 16 12 IFTYPE OF SOIL IS VIE DILNI C_AYE`': 6 OR MORE BLOWS PER FOOT. IF LOOSE GPANUL,AR:9 UR MORE BLOWS/FOOT. SOIL CONDI-IONS OTHER THAN THOSE GIVEN WI_L REQUIRE LARGER 3EAPINIG AREAS. NOTES: 1. FOR-ITTIIGS WITH LESS THAN Z5` DE-_ECTION USE BEARING AREAS FOR 43' BEND. 2. BEARING AREAS BASED ON HORIZON -A_ PASSIVE 501_ PRESSURE OF 2000 P.S.F. AND INTERNAL WATER PRESSURE OF 150 P.S.I.G. JOINTS SH,AL_ NOT BE ENC, SED IN CCNC:?ETE. BEARING AREAS MAY BE DISREGARDED FOR-RENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN 0- THE PIPE. HOWEVER, CONCRETE BACKING SHA_L 3E DLACED BETWEEN THE 'IPEAND ROCK FACE. 3. THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT WORKING DRAWI NCS FOR EACH THn ST BLOCK TO THE ENGI\EER FOR APP RO'JA_ PRIOR TO INSTALLATION. IES -SEE PLAN HIGH WATER II 1I=IIIIIIIII�1= =1I - II —_►Id =III III _ j IIII I_ PLANTING MEDIA I II I 24" FILTER FABRIC IIIA = COARSE GRAVEL FILLO o- °� ° CC DOo 6"PERFORATED DRAIN PIPE g�v IIII — TIE INTO CB 11111 II II=11= I =111 6" CO NIPACTED CRUSHED STONE I do do UNDISTJRBE D OR COMPACTED =III III III III II III II III II SUBGRADE 171I — 6 Rain Garden L.8 not to scale 06 3 0 5 7 3RADE-SURFACE VARIES, SEE PLAN 12" MIN. AT PAVED AREAS OMPACTED GRAVEL BORROW UNDER PAVEMENT; COMPACTED SUITABLE MATERIAL UNDER NON -PAVED AREAS SEE NOTE 1 DETECTABLE WARNING TAPE TO RUN CONTINUOUS WITH ALL UTILITIES 1" MINUS GRAVEL 3/4" CRUSHED STONE FLOW 22' MIN. 10 11 12 BICYCLE -SAFE CAST IRON CA 13 N GRATENOTES DN PLAN DO NOT SCALE DRAWINGS. I—I I—III—III—III—I I—I I—III—III—III—I 1I=I UNDISTURBED OR � z —III—III=III=III=III—III—III=III=III=III—I = — Ln 75; �° NOTES 1. WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE AROUND OUTSIDE END OF PIPE. USE MINIMUM OF 3 WEEP HOLES PER BASIN. 2. CONTRACTOR MAY UTILIZE PRECAST FLATTOP SECTION WHERE DEPTH OF BASIN PROHIBITS THE USE OF CONICAL SECTION. 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.). 4. STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H2O LOADING. ('_3 Catch Basin L. Q not to scale COMPACTED NATIVE BACKFILL VOID OF 0B.ECTS OVER 2 INCH DIAMETER AND VOID OF DECOMPOSABLE MATERIAL _ M4GNETIC WARNING TARE 12" III �\ \�\/\�\ \��\LAY ON SAID 241 =III \� \/�/ �� /�/ �� 3D00 psi CONCRETE MIN ALL AROUND CON DUI - 1Z III II- O O FOUR 4" CONDUITS FOP COMMUNICATION CONDUCTORS V NIA FURNISHED AND INSTALLED BY ELEC-RICAL INSTALLER OO PLASTIC SADDLE SPACERS 6" 5'-D" O.C. MINIMUM IIII I III III � I I I UNDISTURBED EARTH OP =I1 95% COMPACTED FILL /611 3 S Electrical Duct Bank L.8 not to scale STONE FOR PIPE ENDS PER MDOT M2.02.3 HDPE FLARED END OUTLET SECTION � Flared End &Outlet Protection L. p not to scale 0 : HDPE DRAINAGE PIPE; SIZE VARIES (SEE PLAN) 6" GRAVEL BASE 2'± (BY PIPE SIZE) UNDISTURBED OR COMPACTED BACKFILL 12"MIN. STONE BLANKET FLOW b Ca °°� B o°b °� B °b do- o"b 8 88 �98°$ A,% °$ ° °x(48 ° 8 b SB °$ °� 08$60 1=11111-11111=1V1=1111111111—ISI =lull— III=11111=11111- IIII�VI11-11111=gll�lllll-11111- _VIII -III -11111-VIII-bI SIDE ELEVATION NOTES STONE SHALL MEET THE FOLLOWING GRADATION: SIZE PERCENT FINER 15" 100% 12" 85% 6" 15% 10 11 12 13 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617,628,5700 A R C H I T E C T S www.davissquarearchitects.com Consultant The Berkshire Design Group, Inc. = Allon Plac;, Northerlp-on, Massachusetts 0','0 Landscape Architecture 1.413�582-7000 • FAX 1.413�5u2--7005 Civil Engineering Planning Erne l: hdg@be•ks- •edesi;r o -i Land Surveying Vlcb: http:/ www.bcrk hir^dcsgn.cem Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS Desigr :d Drawing No. JD6 Checked - PHW Project No. 17031.00 L08 Scale as noted Date 2017-12-08 U S vi U a� L Q CIO C0 W Ca 0 0 N >z 0 U — —f-,*— FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) PRECAST CONICAL SECTION z_ S /17//V8/Z8"MORTAR 24" WEEP HOLE MIN. 3 0o ALL JOINTS "V" OPENING FILLED WITH NON -SHRINK MORTAR HINGED CAST IRON HOOD IN PAVED AREAS =- (AS PER MA DOT STANDARD CATCH BASIN HOOD) w N p OUTLET PIPE; MATERIAL SIZE & d �z UJi_ SLOPE AS SHOWN ON PLAN PIPE BEDDING AS PER UTILITY TRENCH REQUIREMENTS PRECAST CONCRETE RISER SECTION o 09-309== 91 1 0 0 F_ Q `O COMPACTED GRAVEL BORROW F N 5" MIN. UJ PRECAST CONCRETE BASE SECTION Ln Q 41_0110 +11 �0o o �o _f I f-f-l.Ar)A!`Trr\ '] /All r -'m ICI Irrl cT!l.lr I—I I—III—III—III—I I—I I—III—III—III—I 1I=I UNDISTURBED OR � z —III—III=III=III=III—III—III=III=III=III—I = — Ln 75; �° NOTES 1. WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE AROUND OUTSIDE END OF PIPE. USE MINIMUM OF 3 WEEP HOLES PER BASIN. 2. CONTRACTOR MAY UTILIZE PRECAST FLATTOP SECTION WHERE DEPTH OF BASIN PROHIBITS THE USE OF CONICAL SECTION. 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.). 4. STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H2O LOADING. ('_3 Catch Basin L. Q not to scale COMPACTED NATIVE BACKFILL VOID OF 0B.ECTS OVER 2 INCH DIAMETER AND VOID OF DECOMPOSABLE MATERIAL _ M4GNETIC WARNING TARE 12" III �\ \�\/\�\ \��\LAY ON SAID 241 =III \� \/�/ �� /�/ �� 3D00 psi CONCRETE MIN ALL AROUND CON DUI - 1Z III II- O O FOUR 4" CONDUITS FOP COMMUNICATION CONDUCTORS V NIA FURNISHED AND INSTALLED BY ELEC-RICAL INSTALLER OO PLASTIC SADDLE SPACERS 6" 5'-D" O.C. MINIMUM IIII I III III � I I I UNDISTURBED EARTH OP =I1 95% COMPACTED FILL /611 3 S Electrical Duct Bank L.8 not to scale STONE FOR PIPE ENDS PER MDOT M2.02.3 HDPE FLARED END OUTLET SECTION � Flared End &Outlet Protection L. p not to scale 0 : HDPE DRAINAGE PIPE; SIZE VARIES (SEE PLAN) 6" GRAVEL BASE 2'± (BY PIPE SIZE) UNDISTURBED OR COMPACTED BACKFILL 12"MIN. STONE BLANKET FLOW b Ca °°� B o°b °� B °b do- o"b 8 88 �98°$ A,% °$ ° °x(48 ° 8 b SB °$ °� 08$60 1=11111-11111=1V1=1111111111—ISI =lull— III=11111=11111- IIII�VI11-11111=gll�lllll-11111- _VIII -III -11111-VIII-bI SIDE ELEVATION NOTES STONE SHALL MEET THE FOLLOWING GRADATION: SIZE PERCENT FINER 15" 100% 12" 85% 6" 15% 10 11 12 13 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617,628,5700 A R C H I T E C T S www.davissquarearchitects.com Consultant The Berkshire Design Group, Inc. = Allon Plac;, Northerlp-on, Massachusetts 0','0 Landscape Architecture 1.413�582-7000 • FAX 1.413�5u2--7005 Civil Engineering Planning Erne l: hdg@be•ks- •edesi;r o -i Land Surveying Vlcb: http:/ www.bcrk hir^dcsgn.cem Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS Desigr :d Drawing No. JD6 Checked - PHW Project No. 17031.00 L08 Scale as noted Date 2017-12-08 U S vi U a� L Q CIO C0 W Ca 0 0 N >z 0 U 1 T L J H G F E C 21 31 41 51 61 71 8 8' O.C. MAX. S:KING CAP NE_DED TO C'.GAR CA-' AND TRIM TCP OF POST 4"- ------------------------------------------ – – – ---- – – – – – – – – – – – – – – – – – – – – – – – – GNTE DCST,SI: FRONT E_EV-1TION 1"x 6" 31ACE INSIDE GATE 4"x!"PR:SSJR:IFLA I ED 2"x 6" vERII::A_BOARD WOO) POS S OUTSIDE GAT: FOR HINGES 1"x 4" -IRSI GRADE CEDAR I ONGJE & CROOVE PLANKIVC 5" GALVANIZ_D HINGES, WE_DED TO -03- 4" 034" DIA. SC -.4D GALV. ST -EL PCSTS 2"x !" PR=SSJR= TREATED 3RACIVC CONC. PAD, SEE PL -1N AND DEIAIL 1" WASHED STON=, ------------------ WASH=D STCNF, CO OR! I ICHT GRFY CC•_OP,: LICHT GREY I L ° °O °° 0° 00° III _11111—III e d d ° °° �q°°-III—III-ISI-111-III-III-III-I�I-III oo a aVIII-11111- -1111—II111-11111=11 III Cb 11111=11111=111 = 11 =11111- -I111� II ,h m I111�11111=11111 III �" 1111111111=1►I II ° 11111- — ►111= VIII °III I —11111 =VIII_ _ IMI �I I _I►III CA VE3CLTASSEMBLY AVD $I O 11111 COM=ACTEDGTAVEL — I 6); a 11111 a=111 r�r BACK=ILL TYP. Tr FOOTING VIII°CCUCR11111— 11111= — IMI 11111— IIIA UNDISIUTBLDOR' _11111 11111 —11111 3000D51 0 _ COMPACTEDSLBCRADE _ dR �° _ III iY- III COAC I ED GRAV:L 00 o QQq =y III o p MV D BACKrILL UNDISTURBED OR III 111= 11= ►11=111=111= COMPACTED SUBG1ADE 17" 17" SIDE ELEVATION FRONT ELEVATION 1 Dum ster Enclosure L.9 not to scale - 15 3 Wood Shelter not to scale 72" 2"S -ONE CAP TO MATCH SEAT WALL STONE CLADDING WALL -�� STONE TOO VER MATCH0NRY SEAT WALL RECESSED WOOD SIGN BODY _ WOOD COLOR TO MATCH BUILDING a -1n5" ROUTED LETTERS, FONTTO BE ort[i, "Calisto MT"- COLOR: BLACK 10 � C= Co m m o n s`-�`� — it 6 Ground Sign not to scale L.9 oil 3 5 l SELF LPTCHING THU V B LATCH 9 10 I 11 12 2 )Covered Bike Shelter L.9 not to scale 12" WOOD CARPET SURFACE SEE SPECIFICATIONS 2"x12" PRESSUR-_ TREATED WOOD EDGING TO BE FLUSH WITH FINISH GRADE (TYP) FINISH GRADE 1 NOTE: / WOOD CARPET MANJFACTJRED BY: 1= ZEAGER BROS. INC. 11111ZE _ 4000 EAST HARRISBURG PIKE Li II III 1 00-346 524 * -_7o U II I bD �O`� 4 2" X 4" X 3' -0" PRESSURE D CW S°a° �� o g a _ I�11 ar.S oQvv D �� I� 0000"o? 0� — 0 00 00 0 d' �j' p — TREATED WOOD STAKE - 3 STAKES/10' BOARD MIN. rig GRADE GRAVEL W/1 LA`'ER OF TERRABOND —J JNDISTURBED OR SUITABLE (IIII— COMPACTED SUBGRADE 11111_ 4 Wood Fiber Surfacin L.9 not to scale NOTE: RETAINING WALL TO BE LARGE BLOCK GRAVITY WAL_ SYSTEM, WITH 18" MIN. H:IGI-T BLOCKS. CONTRAC-OR SHALL SUBMIT SHOP DRAWINGS fORAPPROVAL. ACCEPTABLE MA.NUFACIUERERSINC_UDE: 1. REDI ROCK, 603-863-1000 2. STONE STRUNG SYSTEMS, 560-653-5063 Concrete Block Retaining Wal L.9 not to scale 7 0 ww_ riAu 0:�:�:44444444444::::'.e�:::::::�:�:�:�:�:�:�::%:�:�:�:�:�:2.' .•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;•;50 W-;• �.� �•.� �• �.� • �• Ott• .� � � • • � �•.� • � •• � �i • • �• • • • • •� � �•� i �i� �! *iii � •� 5 Poured -In -Place Su rfaci n L. not to scale 20'± �t N FINISH GRADE SEE PLAN 10 FIELD S -ONE WALL MORTAR JOINTS, TYP I 4" DIA. WEE'HO_E EV=RY 8' O.C. PLANTING BED 6 LOAM AND SEED — ' - II�IIIII =11111=III I m WIFE 1111 44 0 REBAR @ 12" O.0 HORIZ. AND VERT. CONCRETE FOOTING, 3000 PSI 1��1111 UNDISTURBED OR COMPACTED SUBGRADE 8 Stone Seatwa I I L.9 not to scale 11 12 13" BEYOND R, TYP. ALL SIDES TO BE AS PER dDATIONS 13 NOTES DO NOT SCALE DRAWINGS. 13 1 I Revisions to MassDev comments 112/04/17 1 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S vww.davissquarearchitects.com Consultant Th e Berkshire Dedg n Group, Inc. L Allen Plac::, Norft-np•-,on, Massachusetts 0' C60 Landscape Architecture 1413}582-700C • FAX 1413}582-7005 Civil Engineering Planning Emo l: bdg@be•ks-'•edesi;r.co~I Land Surveying Wb: http:/ www.bcrkzhiredesgn.ccm 1 Project NORTH COMMONS LOT 13A — VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS ®v► Desigr :d Drawing No. JU6 Checked PHW Project No. 17031.00 J Scale L09 as noted Date 2017-12-08 d a d a a d ° Q d 12" a O h" d °d d a d a 4 d a d ad d a a d d d a a a a � ° d o ° ° a a ' d a IIII =III 11=IIII►=IIII► 18" FIELD S -ONE WALL MORTAR JOINTS, TYP I 4" DIA. WEE'HO_E EV=RY 8' O.C. PLANTING BED 6 LOAM AND SEED — ' - II�IIIII =11111=III I m WIFE 1111 44 0 REBAR @ 12" O.0 HORIZ. AND VERT. CONCRETE FOOTING, 3000 PSI 1��1111 UNDISTURBED OR COMPACTED SUBGRADE 8 Stone Seatwa I I L.9 not to scale 11 12 13" BEYOND R, TYP. ALL SIDES TO BE AS PER dDATIONS 13 NOTES DO NOT SCALE DRAWINGS. 13 1 I Revisions to MassDev comments 112/04/17 1 No. REVISIONS/SUBMISSIONS Date A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S vww.davissquarearchitects.com Consultant Th e Berkshire Dedg n Group, Inc. L Allen Plac::, Norft-np•-,on, Massachusetts 0' C60 Landscape Architecture 1413}582-700C • FAX 1413}582-7005 Civil Engineering Planning Emo l: bdg@be•ks-'•edesi;r.co~I Land Surveying Wb: http:/ www.bcrkzhiredesgn.ccm 1 Project NORTH COMMONS LOT 13A — VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS ®v► Desigr :d Drawing No. JU6 Checked PHW Project No. 17031.00 J Scale L09 as noted Date 2017-12-08 1 T L J H G F 21 3 TOP EL, EL.=192.00 TO CONSTRUCT WEIR, SAWCUT CONC, BOX WALL 6' WIDE FROM TOP TO WEIR INVERT EL, =189,50 1 - 1 WEIR EL,=188,0 2-12" DIA, ORIFICES ORIFICE INVERT 1 2 AND BASIN BOTTOM EL, =186.0 FL 185,03 3"-6" STONE RIP -RAP SUMP 2' WIDE NOTE CL EL.=186.50 INV.=186.18 41 51 61 71 8 EMERGENCY SPILLWAY GRATE TO BE ALUMINUM RECTANGULAR BAR GRATE, OHIO GRATINGS 11 -SG -4,2 X 3/16 OR EQUAL, INDIVIDUAL PANELS TO BE BOLTED TO STRUCTURE. 6' WA ROTONDO PRECAST PUMP CHAMBER PC 6 X 6 (OR EQUAL 36" OUTLET PIPE S=0,019 CORE 2-12" DIA, HOLES THROUGH WALL INV, AT EL.=186,00 INSIDE BOTTOM EL.=183.00 MODIFY OUTLET CONTROL STRUCTURE BY LOWERING INVERT OF EXISTING WEIR IN SIDE OF STURUCTURE FROM EL. 189.50 TO ELEVATION 188.00. ALL OTHER COMPONENTS TO REMAIN UNCHANGED. THIS DETAIL AS SHOWN IN THE VANASSE & ASSOCIATES AS -BUILT PLANS FROM PAHSE I DEFINITIVE SUBDIVISION. 1 Outlet Control Structure Modification L.10 NTS C 8" 811- z 24" 2 m MSN --------- Ln O w O N F— oC U r w V) E4'-0"0 ±1" z �,o 5" MIN. O 0 U oN cam' Q 2.0% m Lod Ed 2 ri °Og C NOTES FINISH GRADE AS SHOWN ON PLAN FRAME TO BE SET IN FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) POLYPROPYLENE MANHOLE STEP WITH %" 0 GRADE 60 STEEL REINFORCEMENT SEAL ALL JOINTS WITH PRE -FORMED RUBBER GASKET OR 0 -RING 6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES °" PIPE OPENINGS TO BE PRECAST IN RISER/BASE SECTION PIPE MATERIAL SIZE & SLOPE AS SHOWN ON PLAN 9I»:141 X119MIS-20:21111Wwa11139014011]-�L1L1 I IL _! SEAL PIPE CONNECTIONS WITH RUBBER BOOT SEALED JOINT SYSTEM =I I=I (= CONSTRUCT INVERT AND SHELF WITH BRICKS LAID ON END BRICK CHIPS & MORTAR OR 4000 PSI CONCRETE PRECAST CONCRETE RISER SECTION UNDISTURBED OR COMPACTED SUBGRADE r-nnAr)Arrrn /A" r -m ic-i irn c'r/lAlr 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.). 2. STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H2O LOADING. 4 Sanitary Manhole L . 10) NTS 3 0 5 2 Tree Grate L.10 NTS 9 10 FINISH GRADE AS SHOWN ON PLAN FRAME TO BE SET IN FULL BED OF MORTAR BRICK AS REQUIRED TO ADJUST TO GRADE (12" MAX.) ECCENTRIC PRECAST CONICAL SECTION POLYPROPYLENE MANHOLE STEP WITH %" 0 GRADE 60 STEEL REINFORCEMENT z PRECAST CONCRETE RISER SECTION O w O F- 5" MIN. , 6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES r w V) 4 -0u + 0 _1n Oo PRECAST CONCRETE BASE SECTION O� Pf —' O p � J / "V" OPENING FILLED WITH NON -SHRINK MORTAR o N \ PIPE OPENINGS TO BE PRECAST IN RISER/BASE SECTION cn � co \ I 1-#3 BAR AROUND OPENINGS -Oc �\ / FOR PIPES 18"0 AND OVER, 1" MIN. COVER .0 P PIPE MATERIAL, SIZE & SLOPE o _ _ AS SHOWN ON PLAN z — — — — — — — — III—III PIPE BEDDING AS PER UTILITY TRENCH DETAIL —III-I- � z =III=III=III=III=III=III=III=III=III— I=11 11=III=11 UNDISTURBED OR COMPACTED SUBGRADE Ln COMPACTFF) R HED NE NOTES 1. CONTRACTOR MAY UTILIZE PRECAST FLATTOP SECTION WHERE DEPTH OF STRUCTURE PROHIBITS THE USE OF CONICAL SECTION. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.). 3. STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H2O LOADING. 5 Drain Manhole L.10 NTS 7 A 3 Steel Bench L.10 NTS 10 11 11 DECORA—IVE BENCH - FLAT OR BACKED, AS SPECIFIED FINISH GRADE -SEE 6"x4"y1/4" STEEL PLATE, WELD TO BOTTOM OF :'OST CONCRETE FOOTING. 3000 PSI CON PACTED GRAVEL BACKFILL UNDISTURBED OP COMPACTED SUBGRADE 12 12 13 13 NOTES DO NOT SCALE DRAWINGS. No. REVISIONS/SUBMISSIONS Date D A V I S S Q U A R E ARCHITECTS Consultant 240A Elm St., Somerville, MA 02144 617.62$.5700 www. davissqu area rc h itects. Com Th e Berkshire Desig n Group, Inc. = Allon Plac;, Northerlp:on, Massachusetts 0','0 Landscape Architecture 1413�582-7006 • FAX 1413�5u2-_7005 Civil Engineering Planning Erne l: hdg@be•ks- edesigr co -i Land Surveying Wcb: http:/ www, bcrk;hir^dcsgn.cw Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title SITE DETAILS Desigr :d Drawing No. JD6 Checked � — PHW Project No. 17031.00 L ■ 10 Scale as noted Date 2017-12-08 U S U _N L U L Q co W Cn co 0 0 N 0- 0 U 1 T L ,kq J H G F E C . A 1 2 4-F-RS0N SCISA W ;F,jTURF PHASFi BITS 5 FDPING PODS SFF DFTAII 6/1,11 NET "_INIBER ,F JTIJ 3 titi . El 5 A J � 1 7 6'STEELBEKH PAPKOUR ROPE CLIMBER FU-J3E P AS-) DOLR-D-RJ-PLACE RUBBER17_ED SURFACING SE_ DETAILS/L.9 Flffr)7FD RING Cl IIJRFRS 5== 7FTAII )/I -I ROPE CLIMBER 5-- DETAIL 3/L.11 ROL_=R5_IDE 5== DETAIL U-11 Playground Layout Detai L.11 111-10' 4" BERT S -EEL PIPE. +, PAIV_ED WITH ONE COAT PRIM -3 & TIVO COATS COLORED EPDXY. CONFIRMCOLORS vV/ L.A. POURED -IN -P -ACE SURFACING I - —IIS-IIIA-�� (III —VIII VIII=�I� � VIII— III VIII-�II�I —11111 - III I VIII -VIII 1/2'k'9"ST PIN 5.T-HRU RULEC m III° IIS (III SII ° CONCRFTF FOO-ING ° <41° 3000 PSI III °°° �I�II►III VIII o ° <°VIII _ ° =1►III VIII _11111 III —III — =III—III — LNDISTURBED OR 8"CIA. =III = COMPAC-ED5U3GRADE 2 Embedded RinLa Climbers L1L' "" EMBEDDED LANDSCAPE BOULDERS S-- DETAIL 5/L.11 Rcb nia' SWING SET 1 Ru C uIIIIUcr nts 9 I 10 Pobina 5w ng is a 2 seat wood swing se: as available from Kcr-panInc. 4 Robinla Swing Set \L. 11) not to scale — /D \ [Znknrlrlorl Rni ilrlorc not to scale Orbits 5teop ng Pods shal (consist of a variety of sizes as availaole frcr Kompan Inc. 6 Orbits Stepping Pods L. 11 not to scale 13 NOTES DO NOT SCALE DRAWINGS. 21 31 41 51 61 71 81 91 101 111 121 13 No. REVISIONS/SUBMISSIONS Date *I A V I S 240A Elm St., S Q U A R E Somerville, MA 02144 617.628.5700 A R C H I T E C T S www. davissquarea rchitects.Com Consultant Th e - Berkshire Design Group, Inc. = Allen Placc, Northarlp:on, Massachusetts 0''U Landscape Architecture 1413�582-7000 • FAX (413�5u2-7005 Civil Engineering Planning Eme l: hdg@be•ks- edesigr co -i Land Surveying Web: http:/ www, bcrkshir^desgn.ccm Project NORTH COMMONS LOT 13A - VILLAGE HILL NORTHAMPTON, MA Title PLAYGROUND DET/J"L.5 esig, :d Drawing No. F JL)6 � — Checked PHW Project No. 17031.00 Scale ■ as noted Date 2017-12-08 U C6 U _N L U L Q Vrr^�^ J co 0 N L 0 0- 0 O U 1 T L '\ J H G F E C 2 3 4 5 6 7 8 9 10 11 12 \ \ \ \ \ 1 \ \ \ \ \ \ \ 1__ \ \\ \ \\ N A v v v - 19 N. \00 gp EENow In Ell /O/ // / / // / // ./ / / / / \ \ \ \ \ ♦ \�- � \ \ \ \ \ \ I � _i / i ♦_ � Z �'� `\ \ \ \lam Elli/ _ _ \ \ \ — \ rim �All �z \\ \ \\ \ \ \\ \ / \\ T AN all Ell • v v V v v v I � i/ cPON LA I, �/ �� ///T �,, // �\ \\ \ \ t / �� ''"5/�c ♦ �� \ � \ - � \ \ \ `\ \\ � I \ \ I II / /.' _-1 'll \' -� // N IeY / I � / i// / / / // / / / / // / /�\�/ / / / I \ \ \\ \\ • \\ \ \I \ \\ / / n • N. O' "'s 200 o �'\ /I N /NB/ %` _\ -- /, //, / / /, / �J7 J JJJJ s 1 \ I I .\ No `o \ \ 1 ( \� ® \ \ I\ \ , i/ i /� �' n PROP S WO K R UND i� ��\ \\ \\ \ �\ _N84°1514 E _---- — —__ —= �l I I----- _ JJJ _D � \ \ \ \ � \ r\ \ �LI`� I OV V / / � 98.15 -- EXIST TREE SISTSJJJJ JJJJ �- \ , - It \ \ TAT _-_ \ l• ' ,-: l l J JJ JJJJ JJJ'iJ-�JJJJJJJJJ JJJ I• \ s - bL,l.`A I F I TALLA F �, J JJJ JJJ I------- 0 _ l JJ J I G L TRA PANTING /�'/jl /l/j/' \ / , /, , _`\ \\ \ \ \ � '� \ I. /ID ' I �� lllll/ip / // E RQfi,L� ISN , / / 9 \ I I \ \ I to SIN L� DUE P OXI M ITY '%" • -_ 1 \ / / Yi' ,� i� i��l � � �' -%J v / v Ai T ,A� S & S o \ \ \ / I I / � w � 6ti \ \ I I \ 1 / //////,//// �\ \ \ 1 / / I 1 \ \ OF ETR ORI< / I ■ I 1 / / / // / / • I I \tl�l=�L EI11 ST/ I�IZEQ. I WI, HINT D IP LINE(S) IS;% /;;/'` _I I \\ \`\ ' 'Alt N CESS L EFFORTS //� • \ �i\ \`,, \ ' \ I 1 I; ; ;I(I;' / / / / 1 • _ I l \ o \ \ \ \ \ \ �7 h 1 \ I III / ;;i; ll,/`, , \\� N. \\ \ \ \ ■ \\ \\ , cr \\ \ I S!I IA' ' AGE SY _E M '� \\ co 200 ALL E D TO /,// ♦/ \■ \ I - I 1 1 I\\'1 N I ZE DI TR BAN 1 1 I I I \\ cr i'// ♦l % \� \\` - \A\TIvFi LNSRE/k Dfj,AI NS z °1 \ \� asement 0 • \ & ASSC C'.`,IA1 E�7I FR 'TR fl IR „% IN I eE 1€ ROTEC 0 AROO ' - ■ \ 1 \ 1 1\\ 1 �r (� �j 1 — \ \ \ \ \ 1 1 � z � l o I X� NII / j� � \ \ \ \ \ \ \ 1 I I \ 1 \ \ Oz \ I �� , .P 1 \ \ \ \ \\\ ±S.F. I ♦ I/ �.p � \ \ \ •\ , \ \ \ \ \ \ 1 I I I 1 1 1 \ \ I N \ \ \ \ \ 585 S. /�� A V v v v V 1 A � / •P V I A v AVA v EXISTING S H 1 � , / s 232 ° `\ 10 ■ \ \\ \\ \ \ i (\ 1 1 \ - N 1\ o j / - I \ \ / / JJ F \ \ \ \ \ \ \ \ \ I I •1 1 \ 1 r REM Ill IN PLACE tt \ I o N _�, ➢ y\y\\ \\ / /I ( \ 1 0 o i / \ / / \ \ g JJJ i N -T --'/--J------- \ _-f' /�-- I \ \ \\ \ \ N. T ES OTHER TH --- I JJJJ JJJJ J v \`\ /, I l l /• / I 1 / / / JJ:i- l_J IJJJ J r 9 \ / \ \ W \ I I I 1 / / / / / / _ 1 ' \ \ \ \ � ,r / / JJ�d D \ \ D I I D / I � _____- - l / / I a JJ JJ / Z 'T / \ \ \ \ \ \ \ \ ---' �D RING PERIODS I JJ JJJ , 33 \ z, —rt—�— 1 I I I I —�_D I, -- \ � T- I � / \_\- 20 �t•D INST LL 1 \ I 1 � /1/ /, l I• I 1 1 \ PLANTI S. -\ \ , l l l% ' l % I i / - 1 \\ 234 ' \\ \ I I \ \ \ • I i ; 1\ 1 j I 1 I /' I > \ \� , \\ \\ \\ \ 1 1 / \ � I \ • 1 \ / \ 1 I I I/ — / / 1 ■ r \ \ \ I / 1 \ r 1874nW S4°15 1 .02 - _ 1—+ l \ \ / 1 0 \ I ' I --------- ----- - - I , I / / / \ \\ / 1 I I I / / / 1 I / \ I \\ 1 1 • / / \J" 113.82 I 1 E, \ I I I i l � _ - / / v A l / I I I // 1 I - 1� 1 I � � •A V A , 1 I � v I 13 NOTES DO NOT SCALE DRAWINGS. N PD ES Permit This project requires coverage under the EPA NPDES General Permit for Stormwater Discharges from Construction Activities. Contractor and Owner are responsible for finalizing a Stormwater Pollution Prevention Plan (SWPPP) and filing for the NDPES permit prior to the start of construction. All work shall conform to the requirements of the Permit for this project. All clearing, grading, drainage, construction, and development shall be conducted in strict accordance with the SWPPP. General Sequence of Construction The following is intended to provide a general sequence of construction activities. A final sequencing plan will be prepared and submitted by the contractor selected for construction. 1. Delineate the approximate limits of work in the field. 2. Install erosion control barrier, inlet protection and tracking pad as required. 3. Clear and grub vegetation slated for removal within work area only. 4. Excavate and rough grade. Excess soils to be stockpiled within limits as shown. Protect all soil stockpiles with erosion control barrier at the toe of the slope. All stockpiles to be covered with temporary seed cove r. 5. Install new stormwater drainage system as shown up to new connection points. 6. Rough and fine grade for roadways and sidewalks. 7. Install final paving, concrete, and other surfaces and improvements as shown within the right -or -way. SPECIFIC TREE PROTECTION LIMITS SHOWN ON THE PLAN REFLECT CONSIDERATION FOR THE CONSTRUCTION TOLERANCE OF EACH TREE SPECIES (see below) COMBINED WITH THE EXTENT/TYPE OF WORK PROPOSED AROUND EACH TREE. FOR EXAMPLE, MINOR SURFACE GRADING VS. DEEP TRENCHING Tree Construction Tolerance SPECIES Construction Tolerance* (1 -good, 2 -fair, 3 -poor) Quercus rubra (Northern Red Oak) 1 Quercus alba (White Oak) 1 Fagus sylvatica (European Beech) 3 Picea abies (Norway Spruce) 1 Acer rubrum (Red Maple) 2 *References: Hawkins, David and Ackerson, George; Tree Inventory for Village Hill; 2003. Louks, Pamela; Tree species and their Tolerance to Construction Stress; Indiana DNR, Community & Urban Forestry Program. Erosion Control Notes \ 1 I f I 1. Erosion control measures shall be incorporated in the sequence of construction I I to prevent sediment -laden runoff from leaving the site, and shall, where applicable, consist of at least the following procedures: 1 \I I i I I I II a. A siltation fence along downslope site boundaries prior to commencing jany other work. Fence material shall be Mirafi 140N, Trevira 1127, or 1 approved equal. 1 b. Temporary barrier of haybales around catch basins and drain inlets to 1 prevent sediment -laden runoff from entering drainage system. I I I 1 \ 1 1 1 I \ 1 c. New or regraded slopes of 3:1 or greater shall receive spread straw and/or \ \ \\ \\ 11 seed and fertilizer as per plans. New or regraded slopes of 2:1 or greater \\ shall be blanketed with Curlex erosion control matting, or approved equal; \ provide temporary slope erosion control where required. I j \ d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. I I I I I V A A 2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the Ian and as per theappropriate detailspecification. I 1 I \ \ I g g p p p No. REVISIONS/SUBMISSIONS Date 1 1 \ \ 3. Wherever haybale or silt fence filters are used, they shall be maintained in good \ \\ \ \\\ \I o working condition until ground cover is reestablished. Silt fence shall be periodically \ 1 \ \ o cleaned as necessary to assure proper and effective functioning. Haybales shall also be \ \ \ I N 1 1 \ \ I I I replaced as necessary, to provide adequate function. 1 1 I 'I U, \ 4. Natural vegetation shall be retained wherever feasible up to the scheduled start of 1\ 1 1 \ 1\ construction activity in the area. Where possible, clearing shall immediately precede construction activity. 1 1 \ 5. No siltation shall be allowed into the wetlands on site, and no erosion of any D A r I S' 240A Elm St., N 11 bank edge shall be allowed under any circumstances. Somerville, MA 02144 \ o N 1 1 6. Soil stockpiles shall be shaped and seeded with temporary cover as per seeding S Q U A R E 617.628.5700 r \ \ I specifications or mulched if grading is to be delayed over winter. The downhill \ 1 1 p g g Y ARCHITECTS vww.davissquarearchitects.com • 1 \ toe -of -slope of all stockpiled soils shall be protected by staked haybales or silt fence. \ 1 I 7. If any questions arise regarding erosion and sedimentation control measures, the Consultant 1 '1 Project Landscape Architect shall be consulted immediately. -Me 1i I ., I , 1 I , M I I I I ' •I - Berkshire C Design I Group, Inc. 1 i -ileo Plac::, Norft-np;on, Massachusctt50'C60 1 I I Landscape Architecture I I Civil Engineering 1413}582-700C • F --X1413}582-7005 I 1 1 1 I I Planning Eme l: bdgtube•ks-'•edesi;r.co~I / 11 I II Land Surveying Wcb: http://www.bcrkAredcs gn.cam �\ 1 ; �o �' Project NORTH COMMONS ID LOT 13A - VILLAGE HILL NORTHAMPTON, MA \ Title EROSION CONTRO \ \\ Desigr :d Drawing No. '00, Ju Checked \ \ \ \\\ PHW \\ \ \ Project No. 17031.00 Scale \\ \\ \ \\ \\ \ \\ \\ 1 "=40' \\ \\\ \\\\ \\\\\ \\ 0 20 40 80 120 Date \ \ \ 2017-12-08 21 31 41 51 61 71 81 91 101 11 12 13 - r3�4-7/ � Lli LL LLC LA L L L W-- MLL LLLM LL L LW Lt lJ H-- - - EAST ELEVATION 1/ 16" = l' -O" NORTH ELEVATION 1/ 16" = Y-0" NOTE: THIS BUILDING IS SEEKING PASSIVE HOUSE CERTIFICATION. THE FINAL DESIGN OF WINDOWS IS SUBJECT TO CHANGE PER ONGOING DESIGN WITH PASSIVE HOUSE CONSULTANTS. M D A V I S S 0 U A B E 1 I r1 . . Vlli . iL Tal► � • � � y, � ,,yam _ F ,�3", S '.. p'�'r $ • _i; r r.�. ` 4 it h• Lr + 'Mt�s "fie `,7 Y 17t7 YLS' yi A :ri. � ,�`'�rar � , }� � res` � � •�;� € ,, �� i � F T a• � IN top M1. 164 r ` vim_ +� � �-.' � "`•yam' ®k Q D so 0 N RT 99W mc L W V W Z 0 H dC G a s �c O z I `. l • ... �. a' Q D so 0 N RT 99W mc L W V W Z 0 H dC G a s �c O z I