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08-021 North King St- SITE PLANSExisting Conditions /Demolition Notes 1. Existing conditions and topography taken from field survey by Harold L. Eaton and Associates, Hadley, MA. 2. The Contractor shall be responsible for a thorough site examination to determine the extent of demolition necessary to prepare the site for construction and shall verify all items to be demolished or salvaged with the Landscape Architect prior to beginning work. 3. 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. 4. 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 solvagable 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. 5. The Contractor shall protect existing trees to remain with 2 "x 4 "x 6' -0" stakes and snow fencing. 6. All topsoil shall be stripped from grass areas to be removed and stockpiled in an area designated by the Owner. The Contractor is responsible for all topsoil as needed to meet the specifications. 7. 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. t �'�' 'b. '. -? 'a. , '-c? X y 1 y' "• T f ` -3 0 10 20 40 60 NORTHAMPTON, MA 01060 N 04'47'59" E 255.00' ........................... 1 ............. *:................._.. . ...................... ................ .................... 0 ............ ' 1 30 -- - ----- - - - -- .... .:.':::.'.:::.. ------------------------ - - - - -- 130 . ........... ' ............. __............................. 849 .............. - ......_.................._...... ............................... ............_............. SANDRI REALTY INC P.O. BOX 1578 ...... .... . ................ .... .... ... ...... �..... .. ... ..... ...... ..... •............-............--................. ............................... GREENFIELD, MA 01301 — y- - .... - ............................ ........................... ...... LIMIT OF CLEARING 1 O i V V 1' i(nl �- —�_ -- !•r�ca cr ••i J y••:� .'Y,tr' ',, •r - i r:r, / -OF CLEARING / r i/ J "• • "ri r - r r. r "• r / - J / / '/� rir. r• ! t a =:' / , i• �% ��'. r. Z ss _ / i ,j; -r -,i' ii ;.:i � ./. :� %i. ,� /j,J: /�.� - "r /:' %'Ij r /'�. %• rr.ri r:'i,.i- /. i.. %:•, %J /•ii: "/ �'i.' 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'r, / / � � A "� � �•- +1- '�:-�s. � ".cL. � �+, ir ��,� � � � � /r /r �', � "i. %, i 'i, "i /< r' '% ;:'r /r; / i %jr.',;. 'c •r,', :r, �. •. ; � '' / ,n ` ►.s �t(��{, "l,�',�� Y►r'J�{� �r :t /'J, _ /, - % /•r. �'i r - J /,/ ri, >!, r,'it 't7 - %i, - :i :7, •i' 1%; ir:r: ' ��Ylr cdr �i' �ri�-; fi�'1Y. "3,:'�•rt�3'�V�,i�'I') -� `/' �i•' i /.,, /: ;i::, r , r j % 1 / - jj'rf::•j ,,j,' ., f. .%t ,,� ./ f `j / %, � • S 04 03'(�?�Jt` /� /, � � r / ; y� 1 1[h ; r • • .. Ign - - - RFUOVF ANn nlecner nr tA. I KtNC;N UKNN SAWCl1T ANn RFUOVF NORTH ' N ` 18 _ ( _ Ap 17 A roximate State ---® - - - - - - - - _ —Hi Tine Layout SAWCUT AND REMOVE � REMOVE AND DISPOSE OF � �ine Location EX PAVING FOR NEW o EX. TRENCH DRAIN �• ENTRY DRIVE J SAWCUT AND REMOVE �q, ' Qy �• EX. PAVING � au►l alqDgo. -o edge pa�e�en Q t (ty CIV 1 � � 4 � � ♦ 1v cO4, O % 9 c O V ` ♦ 1 0 � , C 9,L ♦ 6 , 1 .+.0 ♦ O� _ a m a The -- Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 * FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M�S9c MARK B. o DARNOLD CIVIL C No. 32459 S � 4 NA L EN This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON MASSACHUSETTS Owners Paradise Realty Partners, LLC 1275 Elm Street West Springfield MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Existing Conditions and Demolition Plan Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: February 6, 2003 Sheet Number SPR Scale: 1 " =20' Drawn By: BDJ /CJW Checked By: MBD SITE S ite Data Summary Northampton, MA 2002 Map 8 Parcel 21 Zoning District HB - Highway Business Required Minimum Lot Size Minimum Lot Frontage Minimum Lot Depth Front Yard Setback Side Yard Setback Rear Yard Setback Max. Building Height Open Space Req'd 20,000sf 120' 140' 10' 10' 20' 35' 30% Parking 1 per each 200 sf of gross floor area 11,270 sf Bldg = 56 Spaces Where the parcel adjoins a lot in the residential district a 30' landscaped buffer strip is required. The Planning Board may allow a 10' reduction in the required width provided sufficient screening (wall or fence) and noise reduction is included. J Locus Map Layout Notes 1. All lines 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 and all discrepancies to the Landscape Architect. 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 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. NORTHAMPTON, MA 01060 N 04'47'59" E 255.00' ALITIA I , I z . aFit am s!m W 04 A k M M "W a!& W W"W sm W- X M am qu W ow W am wz MN 00 NP na Oft - M WA Wb 04 Im M M W W nK 04 so M so M fly W OIL W W W W M W W W tPp Sb W M a i I 1 I I � 8 -19 SANDRI REALTY INC P.O. BOX 1578 x? _. GREENFIELD, MA 01301— CA � I N I I � � z ' °o GRAVEL INFILTRATION TRENCH 0° SEE DETAIL 2 /SPR -5, 00 C O ry IN -LINE DRAINAGE STRUCTURE ry € I SEE DETAIL 1 /SPR -5 s 4" HITE PAINTED PARKING 1- I M E PER MA HIGHWAY SPECS, TYP. CON ETE DUMPSTER PAD i l k NJ v SEE D AIL 8 /SPR -5` U' 11.7 o I WOOD CLOSURE WITH GATE, S DETAIL 5 SPR - o ADS 9.0 5'R STRUCTURE; SEE ' NCRETE BLOCK �� TYP THIS ROW BIT CONC CURB TYP. RETAINING WALL ' DETAIL 1 /SPR -5 j N SEE DETAIL 11 /SPR -5 �T SEE DETAIL 4 /SPR -6 Zz NEW STORMWATER TREATMENT February 25, 2003 CJW 4" WHITE PAINTED CONCRETE DOOR P I AD 0 4 N CHAMBER; SEE DETAIL 6 SPR -5 BIT CONC P � / PAVING (SEE DETAIL 9 /SPR -5 0 � CONCRETE BLOCK SEE DETAIL 10 /SPR -5 Ln o RETAINING WALL NEW OUTLET CONTROL 24.0 5.0 4 8.0 8.0 8.0 8.0 8.5 8.5 8.5 8.5 20.5' 18.0 - BIKE LOOPS 3 ' Date: October 16, 2002 6 •, Scale: 1 " =20' Drawn By: BDJ rn EX. STONE WALL o SEE DETAIL 2 /SPR -6 ( M I W on 11 LIGHT POLE, TYP. ol- -* L ` F = z PIARRIN GN ' C) 1�+1 '[ A F s � ►O SIGNS - TC} BE DOUBLE- -SiDEfl AS — - SHflWN ON THIS SHEET `�' L11 s f3F TWO, TO MEET MA HIGHWAY SPEC v ao 1 Y SPECS , tN R =� r or- a I 0 N 12' IL I 24' I I!1n I!ln mn LD rt ; ' SEE DETAIL .11 /SPR -5 Q�X �L WS n !?� �i 20.0' N 30'40'0" W 2 I 26.89 N i5.�� " 20'R S 04'50'49" W 255.00' 2o'R I!�n �- iii ► n lqn I! }n i i 042 I I 8.5' 8.5' 8.5 8.5' 8.5' PAINTED TRAFFIC ISLAND, TYP. BIT J CONC PAYING (SEE DETAIL 9 /SPR -5 TYP THIS, ROW t FOUNDATION TO MEET MA HWY DETAIL SD3.013 PROVIDE 2.5' REVEAL y 3: 0 40 February 25, 2003 CJW 4" WHITE PAINTED 60 "s 0 SEE DETAIL 11 /SPR -5 PARKING STRIPES OER Ln o :s NEW OUTLET CONTROL MA HIGHWAY SPECS, TYP. c� ' Date: October 16, 2002 6 •, Scale: 1 " =20' Drawn By: BDJ rn EX. STONE WALL TO REMAIN on am low loot �• am am 0 5'R L4 00 S ' I 0 i FOUNDATION TO MEET MA HWY DETAIL SD3.013 PROVIDE 2.5' REVEAL y 3: 1 40 February 25, 2003 CJW 4" WHITE PAINTED 60 "s 0 SEE DETAIL 11 /SPR -5 PARKING STRIPES OER Ln o :s NEW OUTLET CONTROL MA HIGHWAY SPECS, TYP. c� ' Date: October 16, 2002 Sheet Number SPR Scale: 1 " =20' Drawn By: BDJ rn EX. STONE WALL TO REMAIN 6 �• 0 5'R S ' I 1n li }n lion ! i:+ NEW BIT CONC CURB / REMOVE COBBLE STONE ACCESSIBLE CURB RAMP�� TO MATCH EXISTING RUMBLE STRIP - REPLACE SEE DETAIL 7 /SPR -6 i SEE DETAIL 11 /SPR -5 W/ BIT CONC PAVING - D � NEW BR CONC WALK ARE LINES PER MA HIG NEW GRANITE CURB SEE DETAIL 9 /SPR -5 SPECIFICATIONS DAM 11C n.0 �. NORTH lkY�iG STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) s 0 10 20 40 February 25, 2003 CJW o 60 NLY, BOTH SIDES ' J SEE DETAIL 4 /SPR -5 I� b I 1 1 1 1 1 1 1 1 1 1 1 1 3 February 25, 2003 CJW o NEW BIT CONC CURB TO MATCH EXISTING 0 SEE DETAIL 11 /SPR -5 0 NEW OUTLET CONTROL c� _ MANHOLE; SEE DETAIL 3 /SPR -5 c� gull alqDgoaa � edge paV e men o t ( O v pcol) D cu w ��jo ♦ n, c° � � o � s < 0 J T C O Z S n rn 1% CL a 0 ` Ilk o� c s � S BO 'p The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M�sgc MARK B. C) DARNOLD CIVIL "' No. 32459 A�o,�,S �EGI si r NA L ENG This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET I MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Layout Plan Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: October 16, 2002 Sheet Number SPR Scale: 1 " =20' Drawn By: BDJ Checked By: MBD Grading Notes 1. Project benchmark is top spindle of hydrant, elevation = 102.42, as per topographic survey by Harold L. Eaton and Associates Inc., dated May 17, 2002. 2. All sidewalks /walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements. Sidewalk /walkway cross -slope is 1.5 % minimum, 2.0% maximum. Maximum slope in any direction shall be 4.9%. 3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Highway Dept. 4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work. 5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade. 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. 0 10 20 40 60 NORTHAMPTON MA 01060 F - ♦ N 04'47'59" E 255.00' -� .. ..................... . .... ........ . ■ :• .. .. ........ _ ..... ' • f ..`t;z:)` -'mot': E ►ti?.r -.K ' ........................................ . + � ! �E" . im s ue . > a • i f W am mmmov MW meow" 40 so NR srf a W am M M sbs WON . b ► MW O W W W W W O M s W i A . ... ■ ' . ........... ............................... ....... ............................... ............... .." .... ..................... . .• ....... . , •.. 1 ■ 1 __ -_ ............ . • ................................. ............................... 30 - Y----- - - - - -- • .....:::.. _------------------------ - - - -�] ...... • .• .............. f 8 -19 ----------------------- 8-19 ........................ ......... ............� ....... .. ..........::::::::::::::::::::: '. ':: .......................................................... ............................... .......... .... ...... ... .................... .................. . --•••......•••••----•-•--....................................... ............................... SANBRI REALTY INC .......... ............. ..... ...... ...._.......................... ....................... ......................... , P.O. BOX 1578 ......... I ......_. ... .......... I GREENFIEEB, MA 01301 - ' J. .. .. - - ............................ ............................... .......... ''` ' • - t ••..� ......• .. ....... ....................... ............................... Y . ......... . ■.......... . ........... . . ... • ....... ............................... ............._.. ................ ^, ................. . ........... . ......... .. ..... ....... ............................... ....... .......... .. ..... .. ........................ _ .. - - ......... 1 . .. .. .. ...... ...... ...... •....._....... .... ..... oZ� � `` - ---- - -- - -- -- --- - - - - -- 120 ----- - - - - -- ---- - - - - -- - ' Z-1 ' 14 1 -- 'oo -113 1 .. .................. 1 I I 0D 107 108 106 M - -- 103 .... . - N - f'� r r, - - -■ ■ �f'� ■ ■fir a r f' a� �l c� r_ _�__ _ ft's _ a0.1.$3 TC cs O.. •. ... N 10" HDPE 1 .. . .............. . - ... , - •. �� •. / .. .. ... .•�' 113 NEW C8 2 ' • 12 » PERF HDPE - RIM= 100.50 _• 90 ® 0.0% 12 PERF HDPE K 12• •PERF.H PE. INV OUT =98.00 1' ; •' ® 69' ®0.0� a 4b' �� 1 12 _ GRAVEL INFILTRATION ' = ■O TRENCH; SEE DETAIL 2 /SPR -5 NEW C8 # . 12 » PERF HDPE- 101.33 BC I M = 101.90 N '' �■ •R -.- ;x. NEW 150 WATT MH ..22 ®0.0% " ' 101.83 T INV OUT =97.75 t 11 1 WALL PACK LIGHT; SEE ■ . ARCHITECTURAL DRAWINGS E� 102.00 ' 1 10 6" f I • � v� �� = HDPE RO � - 10.7 tsV 3 � ' O f 4s NEW 150 WATT MH WALL PACK LIGHT; SEE ARCHITECTURAL DRAWINGS - r _ NEW TRANSFORMER PAD SEE ELECTRICAL DRAWINGS - -- NEW 1 1/2 DI WATER SERVICE TO MEET ; TX NORTHAMPTON DPW SPECS , i S 0' ■ i n r--- -- I!> I ■ 20 FIN MATCH INVER PIPE FROM 0 _ t S 1 1 � f ' ; E F s I �. ----------- ---------------- 101.33 BC ■ 101.83 Tc , .BUILDING K � �,� yjr ice, ■ s '• 4 � s ■ , �, O 2' --0" ; �$ 101 ELftf0 __ •� £ ` ° } NEW STC # 1 f > h o 1. 3 = I RIM = 100.25 ■ F r ■ oor ,_� _. INV OUT =96.65 1: 101 33 101.33 4EW UNDERGROUND SEWAGE i _ 16' +101'17 NSPOSAL SYSTEM 6OHDPE } 10i EL�z554 . n n' f i n - - l! }n ®19 a� Y 1 .67 _ -- I!4n I! } 1 7 -- - - - - - MATCH EX. PAVEMENT WITH SMOOTH LINE AND GRADE NORTH KING STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) I I�. �v �J �O I I b I I I 1 1 1 1 1 1 1 1 1 0 ■ ■ ■ 101.331 I I L ' ♦ 00 I�ln n n / - 18 18" HDPE 12 LF 02.07, o 18" HDPE 13 LF 02.0% °� 0 CT ■ ■ ■ ■ • 1 1.17 B 10 1'.67 TC K „ • � 11 u eel 1.33 BC W W: m J 1 NJ 101 ' -109 r x-108 . 107 106 1 105 ■ r+ '-104 i X 103 ■ p 02 I � 1. 1 ` I .......... 17 . � 17 Approximate State - - - - - - - ED Highway Layout Line Location NEW 18' x 20' UNDERGROUND DETENTION STRUCTURE INV IN (STC #1 =96.30 INV IN (TRENCH =96.40 C EXIST. CB CD INV IN (ROOF =96.50 'LO RIM =97.9 D INV OUT =94.70 B INV IN SEE DETAIL 5 /SPR -6 INV IN �APPROX.)=94.11 APPROX.) =94.1 �P INV IN =94.1 NEW OUTLET CONTROL MANHOLE INV OUT (APPROX.) =93.9 RIM =101.1 gull algogo INV IN =94.6 6" ORIFICE =97.2 4" ORIFICE =98.4 edge paverne 12" I INV OUT =94.6 , o ht (typical) 101 O �s o s ti p, s O ` 4 9 < o �� o \ ♦ o s Q ' o � v CL The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Alien Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com MARK B. X15� o DARNOLD CIVIL No. 32459 to S � 4 NA L ENG This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE I COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Grading, Drainage and Utilities Plan Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: February 6, 2003 Sheet Number SPR Scale- 1 " =20' Drawn By: BDJ /CJW Checked By: MBD Grading Notes 1. Project benchmark is top spindle of hydrant, elevation= 102.42, as per topographic survey by Harold L. Eaton and Associates Inc., dated May 17, 2002. 2. All sidewalks /walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements. Sidewalk /walkway cross —slope is 1.5 % minimum, 2.0% maximum. Maximum slope in any direction shall be 4.9%. 3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Highway Dept. 4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work. 5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade. 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. Plant List 3 t -777-77777 - 0 10 20 40 60 KEY QTY LATIN COMMON SIZE NOTES AG 2 Acer griseum Paperbark Maple 1-1.5" cal. Drawn By: BDJ /CJW _SPR=4 AROG 9 Acer rubrum 'October Glory' October Glory Red Maple 2.5 " -3" cal. CF 3 Cornus florido Flowering Dogwood 2 " -2.5" cal. White IC 4 Ilex crenata 'compacts' Compact Japanese Holly 15 " -18" KL 2 Kolmia latifoiia Mountain Laurel 2 -2.5' Ht. P 8 Pieris floribunda Mountain Andromeda 18" -24" PS 5 Pinus strobus Eastern White Pine 6' -8' Ht. SCC 40 Microbiota decussate Siberion Carpet Cypress 15" -18" VM 458 Vinca minor Mrytle # 1 pot Blue NORTHAMPTON, MA 01060_: hf _ / N 04'47'59" E 255.00' 1 1 I I 1 1 I 1 - � 1 � 1 849 SANDRI REALTY INC w P.O. BOX 1578 GREENFIELD, MA 01301— 1 1 '3 I � z SEED SLOPES WITH ( CONSERVATION MIX, TYP. co r C n o I 3 _...:. N », SEED SLOPES WITH CONSERVATION MIX, TYP. SE ��a � � � ED SLOPES WITH � IM R 1 AROG CONSERVATION MIX, T*. � J N 1i 1 (lt CD 1 O ( • (N o I� 1 � 1 � 3 CF ( SEED 2:1 SLOPES WITH ' CONSERVATION MIX, TYP.1 ' LOAM AND SEED , 1 1 F _ x 1 t 1 41 41 4 PF r s €fit 227 YM 1 AG 2 IC N r r atvr- 1 KL I 5 �zF -� E 20 SCC I ar {i•y 8 2� 'her 3 { 'e+ f f `5 � ' . e � 4 } S 3 ` . C� Y� i � � 5'• � � � C � y -F `� � ..i � « * _ W �>.� i N V - . _ FIN FL EL= 1 -i..: `2±_ `7.r� � t� h` _,.. .- _ .s.'c' a ;!. $ 7�:E , • � i. €e 1 n The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com NO H U NOGA/y ITT N �� %1 9 � _Vo C ) W No 835 �A� NDS Ilnllllll This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 l!1n - - - - - - NORTH i i i i i i < N : ` � o\ CO o CL M C1 e dge Pave,.�ent (tY ; P cal) n, c° ♦ o ♦ s ♦ % 9 ♦ 9� ♦ ♦ 6 y O ♦ 0 ♦ s 17 Approximate State - - - , - Highway Layout Line Location 0 ♦ O ♦ � '�♦ SD� ti Planting Plan Amended Site Plan Review Submission Revisions February 25, 2003 CJW Dote: February 6, 2003 Sheet Number Scale: 1 " =20' Drawn By: BDJ /CJW _SPR=4 Checked By: MBD 24" DIAMETER CAST IRON GRATE 1 ADS Drainage Structure PR -5 Not to Scale •• • ••• •••• •••• •••• • • • •• •• •• • ..•. ,. .. • • I • • •• • • • • • • • • • • j • I i • • • • • •� •� • • • I I I I • I • I -------- ---------------------------- - - - - -J , �- , •� 2 Infiltration Trench PR -5 Not to Scale FRAME SET IN FULL BED OF MORTAR SEE SPECIFICATIONS ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" ECCENTRIC PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION ALUMINUM STEPS (TYP.) STAINLESS STEEL STRAP 0 24" O.C. SEAL ALL JOINTS WITH APPROVED PREFORMED PLASTIC GASKET MATERIAL OR RUBBER 0 -RING PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS 6" MINIMUM COMPACTED GRAVEL ALL AROUND SEAL "V" OPENINGS WITH NON- SHRINK MORTAR 12" HDPE OUTLET W/ RISER 8" CAST -IN -PLACE CONCRETE BASE • 3 Outlet Control Manhole PR -5 Not to scale STD. CATCH BASIN FRAME 1"x 4" FIRST GRADE CEDAR TRIM 6 "x 6" PRESSURE TREATED 1 "x 6" CEDAR SIDING TO MATCH BUILDING EXTERIOR 2 "x 4" PRESSURE TREATED lizz 11 Il_ Ili 1 Il_ II. 11_11 II_ II II. 11_11 Ili. -' II_ I II_ A Ili RIF IIl l � lll l �lll l�llll�llll�lllll— III III �=�' I �IIIII_ = 11111 =IIIII IIIII III III III 11 —IIIII v. d �i titi1- ►II IIIII= �� _ I II I _ =111 I CONCRETE FOOTING IIII dL • — 3000 PSI I 1 —IIIII � �'� IIrn UNDISTURBED OR --� — _ COMPACTED SUBGRADE - 6.. III ° _- _..I! - .I II =111= NOTES 1. WOOD TO RECEIVE 2 COATS ENAMEL TO MATCH BUILDING. SUBMIT SHOP DRAWING. HINGES 5 Wood Trash Enclosure PR -5 Not to Scale AND GRATE ADJUST TO GRADE WITH BRICK NOT MORE THAN 12 8 ,. a i i VARIABLE 0W " 6 "0 OIL 30 a CLEANOUT -� 6' a - 72" 7' VARIES -� - -- INSERT INLET WEIR 1 16" ------ OUTLET - RUBBER GASKET - PER ASTM C 443 OUTLET CONNECTION DETAIL 4' TO 6" OVERLAP 8 ++ a e SECTION THRU CHAMBER 6" 6 „� NOTE 1. TREATMENT SYSTEM SHALL HAVE THE SPECIFIED VOLUME CAPACITY ENLARGED IN 2. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED TEE DROP PIPE AT THE INLET AND OUTLET WHERE APPLICABLE. 1 THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE OIL CLEANOUT PIPE. 4. ALTERNATE CONFIGURATIONS AND /OR SYSTEMS OF STORMWATER TREATMENT SHALL BE ACCEPTABLE IF IN COMPLIANCE WITH THE SPECIFICATIONS, AND APPROVED BY THE ENGINEER. 6 "0 ORIFICE i PLATE 71 DROP TEE MIN. INLET PIPE 24 "0 DROP a OUTLET PIPE ° 8 11 R TOP OF RISER k J, • 4' -0" DIAM. TYPICAL 5" ORIFICE 12" HDPE \ 6" ORIFICE 0 o SEE NOTE #2 6 Stormwater Treatment Chamber PR-5) Not to Scale BIT. CONC. WEARING COURSE, MHD STD. CLASS I, TYPE 1 -1 BIT. CONC. BINDER COURSE, MHD STD. CLASS I, TYPE 1 -1 GRANITE CURB, TYPE "V" AS SPECIFIED MATERIAL VARIES, SEE PLAN z= o OQo Q f r w Q o U g % O p Q o ° o O 0 o O� 00 U U� O CEMENT CONCRETE O O° r (_b - 3000 PSI 0 pOQ � � C O 0 O ° 8 '�°`'= x`r Q COMPACTED GRAVEL I = 1�= O (0 O g Oo BASE AND BACKFILL, = III gill II= O 0° 95% MIN. DENSITY I _ _ — II II II_ ul � • UNDISTURBED OR _ � _ I� II =1I� II 1 1 = IIII! =1�II- I^ COMPACTED SUBGRADE 6" 1 AS 6 MIN. SPECIFIED MIN. 4 Granite Curb PR -5 Not to Scale BIT CONC PATCH 4 BIT CONC BASE 1 - 1 12" BIT CONC BINDER 2" BIT CONC TOP COURSE SAWCUT PAVEMENT TYP. The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M.gS MARK B. C) DARNOLD C' CIVIL "' No. 32459 A ' e S � 4 NA L ENG This drawing is not Intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details JOINT SEALANT & RETAINER RING 6" CONCRETE, 4000 PSI, WITH 3/8" PREMOLDED BITUMINOUS CONCRETE PAVEMENT 6 "x6 "x10 /10 WELDED WIRE MESH POLYETHYLENE FILLER SEE PLAN AND DETAIL 3/1_6 : a 44 I� d° ° a e a ° d a ° e i d ° 4 ° e a, O h o 0 08 0 0 N o O O CD o ° C� 6 III O Oa 0 q oo aCP 0 ° o 0oo III O p � I COMPACTED Q O O O ` O ill II GRAVEL BASE, 0 06 00 0 0 0 0 ,II _ 95% MIN. DENSITY o � � O O H IIIII 1I I IJ ufl I� JzzN II —1 I I —III I =III 1= III I =III 1= IIIII —III =III 11 — III Ilz lll UNDISTURBED OR COMPACTED SUBGRADE NOTE: SEE PLAN FOR SCORING & EXPANSION JOINT SPACING 8 Concrete Dumpster Pad PR -5 Not to Scale 12" PAVING WHERE ROAD IS NOT CURBED NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 9 Bituminous Concrete Paving PR -5 Not to sate 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER -64 da = 11= 4" CONCRETE N ° a a • • a �III�I�III 4000 P.S.I. a - - °--- .-- ..i__--- .-- >,--- - --- -- ..... ----- - - -�_. � III I� WITH 6 "6"x10/10 N d° °° ♦ a 4 ° ° III =IIIII WIRE MESH (j 0.0 0 8 0 0 11119 O C� o III 00 0 0 0 ° Q 0 O III ►I O g o� p O O 00 O 01 : =- - COMPACTED 0 0 O O 0 O O o o � III II GRAVEL BASE, Q6 000 O o V Q III = 95% MIN. DENSITY _o 6 o bo 0 o IIIII J IIIJ = UNDISTURBED OR —IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII ==III COMPACTED SUBGRADE NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES SEE PLAN FOR SCORING & EXPANSION JOINT SPACING SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK 10 Concrete Walk PR -5 Not to Scale BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MDPW STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE MDPW STANDARD CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE COURSE, • nnununnnnnnnmm�nnnnnnunnnnnnnunom� +nuannnnmm�n - - 11 Bituminous Concrete Curb PR -5 Not to Scale BITUMUNOUS CONC. WEARING COURSE MDPW STD. CLASS I, TYPE 1 -1 BITUMINOUS CONC. BINDER COURSE MDPW STA. CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE 95% MIN. DENSITY 12" 1 ' i1 11111 , .5" = 0 0 00 � oo 0 ° �� ° 0 o q0T) 00 12" II p °o P 0CP _° _ _ `� 0 _ II I I= 1 = 1= 1 =1Z_ I —III I. III II — III II — III II — III II — III II =III II =IIIII IIIII III I — IIIII UNDISTURBED OR COMPACTED SUBGRADE EXTEND GRAVEL 12" BEYOND EDGE OF � = IIIII = Lill III I III I I- 11111= III IIII =IIIII =IIIII IIIII — IIIII I II I I II 1 1 I CANE BOLT ASSEMBLY .. IIIII . IIII. _IIIi1 • 11111 6" SELF LATCHING THUMB LATCH � VVII= F' �_ II k a' Isle I CONCRETE FOOTING z; 3000 PSI Ill II UNDISTURBED OR �J` OMPACTED SUBGRADE II Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: Sheet Number February 6, 2003 Scale: Not to scale Drawn By: BDJ /CJW � Checked By: MBD LOCAL DISTRIBUTOR FOR ADS BACKFILL MATERIAL SHALL BE ADAPTER, PIPE AND GRATE IS: CRUSHED STONE OR GRAVEL ADS, INC. MATERIAL MEETING CLASS 1 58 WYOMING STREET OR 2 AS SPECIFIED IN ASTM LUDLOW, MA 01056 PLACED UNIFORMLY IN 12" 413- 589 -0515 LIFTS AND COMPACTED I II ° d ae ° ae a ae ad a III I1- " 12 MIN. AT PAVED AREAS W a d' a ° III II I 1• ° ♦ a G 1 IIIII ° — II I II ° II YELLOW HIGH VOLTAGE TAPE I I < a a , = 1 MARKER TO RUN CONTINUOUS III II — IiI III ° II— WITH ELECTRIC LINE /CONDUIT o ♦ ° III II— ° ° CONTROLLED DENSITY FILL I _ III ` ° e z °° d IN CONFORMANCE WITH III II ° a ° d ° MA HIGHWAY SECTION M4.08.0 IIIII_ ° ° e ° ea II d I II = ° MIN. COVERAGE REQUIREMENTS: Z 4- SEWER 4' -0" MIN. W III I I 40 e d ss a d WATER 5' -0" MIN. v a IIIII UNDERGROUND SERVICES I ° ° ♦ III 11 1 J & GAS 2' -6" MIN. IIII d I w� NOTE: ENTIRE PIPE LENGTH MUST I) I I D/2 ° ! =III II BE FIRMLY SUPPORTED. =IIIII °�' o° �° °o° go° c w o 00 �o 0 0 0 0 0 HAND TAMPED BEDDING IIII n() oQo 0 0 e8 o in �f v p o (HAUNCHING) l — IIII — IIII =IIII —11 =IIIII D + 2' -O" FIRM SUBGRADE 3' -0" MIN. 7 Hig hway Entrance Trench Detail SPR -S Not to Scale The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M.gS MARK B. C) DARNOLD C' CIVIL "' No. 32459 A ' e S � 4 NA L ENG This drawing is not Intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details JOINT SEALANT & RETAINER RING 6" CONCRETE, 4000 PSI, WITH 3/8" PREMOLDED BITUMINOUS CONCRETE PAVEMENT 6 "x6 "x10 /10 WELDED WIRE MESH POLYETHYLENE FILLER SEE PLAN AND DETAIL 3/1_6 : a 44 I� d° ° a e a ° d a ° e i d ° 4 ° e a, O h o 0 08 0 0 N o O O CD o ° C� 6 III O Oa 0 q oo aCP 0 ° o 0oo III O p � I COMPACTED Q O O O ` O ill II GRAVEL BASE, 0 06 00 0 0 0 0 ,II _ 95% MIN. DENSITY o � � O O H IIIII 1I I IJ ufl I� JzzN II —1 I I —III I =III 1= III I =III 1= IIIII —III =III 11 — III Ilz lll UNDISTURBED OR COMPACTED SUBGRADE NOTE: SEE PLAN FOR SCORING & EXPANSION JOINT SPACING 8 Concrete Dumpster Pad PR -5 Not to Scale 12" PAVING WHERE ROAD IS NOT CURBED NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 9 Bituminous Concrete Paving PR -5 Not to sate 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER -64 da = 11= 4" CONCRETE N ° a a • • a �III�I�III 4000 P.S.I. a - - °--- .-- ..i__--- .-- >,--- - --- -- ..... ----- - - -�_. � III I� WITH 6 "6"x10/10 N d° °° ♦ a 4 ° ° III =IIIII WIRE MESH (j 0.0 0 8 0 0 11119 O C� o III 00 0 0 0 ° Q 0 O III ►I O g o� p O O 00 O 01 : =- - COMPACTED 0 0 O O 0 O O o o � III II GRAVEL BASE, Q6 000 O o V Q III = 95% MIN. DENSITY _o 6 o bo 0 o IIIII J IIIJ = UNDISTURBED OR —IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII ==III COMPACTED SUBGRADE NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES SEE PLAN FOR SCORING & EXPANSION JOINT SPACING SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK 10 Concrete Walk PR -5 Not to Scale BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MDPW STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE MDPW STANDARD CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE COURSE, • nnununnnnnnnmm�nnnnnnunnnnnnnunom� +nuannnnmm�n - - 11 Bituminous Concrete Curb PR -5 Not to Scale BITUMUNOUS CONC. WEARING COURSE MDPW STD. CLASS I, TYPE 1 -1 BITUMINOUS CONC. BINDER COURSE MDPW STA. CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE 95% MIN. DENSITY 12" 1 ' i1 11111 , .5" = 0 0 00 � oo 0 ° �� ° 0 o q0T) 00 12" II p °o P 0CP _° _ _ `� 0 _ II I I= 1 = 1= 1 =1Z_ I —III I. III II — III II — III II — III II — III II =III II =IIIII IIIII III I — IIIII UNDISTURBED OR COMPACTED SUBGRADE EXTEND GRAVEL 12" BEYOND EDGE OF � = IIIII = Lill III I III I I- 11111= III IIII =IIIII =IIIII IIIII — IIIII I II I I II 1 1 I CANE BOLT ASSEMBLY .. IIIII . IIII. _IIIi1 • 11111 6" SELF LATCHING THUMB LATCH � VVII= F' �_ II k a' Isle I CONCRETE FOOTING z; 3000 PSI Ill II UNDISTURBED OR �J` OMPACTED SUBGRADE II Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: Sheet Number February 6, 2003 Scale: Not to scale Drawn By: BDJ /CJW � Checked By: MBD LOCAL DISTRIBUTOR FOR ADS BACKFILL MATERIAL SHALL BE ADAPTER, PIPE AND GRATE IS: CRUSHED STONE OR GRAVEL ADS, INC. MATERIAL MEETING CLASS 1 58 WYOMING STREET OR 2 AS SPECIFIED IN ASTM LUDLOW, MA 01056 PLACED UNIFORMLY IN 12" 413- 589 -0515 LIFTS AND COMPACTED 12" 00 RESERVED PARKING .08" ALUMINUM PANEL BOLTED TOP & BOTTOM WITH 1/2"X3 HOT- DIPPED GALV. NUTS AND BOLTS; GRAPHICS TO BE IN ACCORDANCE WITH U.S. D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ---------------------------------------------------------------- 4' .� plgVi�l Illil . 4d. °� • Nq= °Ulil =111 tl -11111 2" O.D. GALV. STEEL POST FINISHED GRADE LOAM AND SEED CONCRETE FOOTING, 3000 PSI 25 "f MATERIAL VARIES SEE PLAN BIKE LOOP SEE SPECIFICATIONS 12" CRUSHED STONE — r s - A - R VI MANN A - , Y t � � � - — 0 DE CCESS OLES TEACH N - - t s 7 s t. � zcC_ t '� h - s 'c ' AROUND SUBDRAIN _� E _ h . f E -. �II�1 = ,. III I�I►I II �� {� — 6 PERFORATED PVC SUBDRAIN FILTER FABRIC; I�►�I � $ IIIII_III II— IIIII�II�I _lll�l_ • �__. ' _II I — •- — lull= I III — VII I �� -� 1 1111 - • CONCRETE FOOTING M IIII �� . � VIII -1►III — I�11= 3000 PSI —.• VIII - 1111 1•• I �III III�I VIII= NOTE: III III INSTALL AS PER I�I II I� III _ MANUFACTURER'S _ III RFII DIRECTION e • III = I = UNDISTURBED OR 12" —III II= COMPACTED SUBGRADE W w of L O UJI = Y 0 Q L<, V) \ N X 04 04 1 Handicapped Parking Sign 2 Bike Loops r3 PR -6 Not to scale SPR -6 Not to Scale � SPR-6 CAP UNIT, ADHERE TO TOP UNIT PER MANUFACTURER'S �N j INSTRUCTIONS C9 0 n.. EVERGREEN t =4 ° / MODULAR CONCRETE UNITS w g ' ; r' 4 O,%Cb \\� /�/ /� /� AS SPECIFIED GEOTEXTILE FABRIC O o ��/ \� /� \/ PER MANUFACTURER'S INSTRUCTIONS CUT &REMOVE TOP 1/3 OF BURLAP �/ /le EXCAVATION LIMIT COMPACTED 3/4 STONE y K 001CP 8 \// /// / / COMPACTED NATIVE Ilu� MIN. 00 �� \�/ �l SOIL BACKFILL L�I!y EM 4" PERF. PVC SUBDRAIN�I (PERFORATIONS DOWN) �I III od V080 / / PLA OW T RA C°M I 0 0 / / G DE — — _ o �o \\ \� 1 I= 1= I III 111LI�L= I I1 =111L= 0 COMPACTED GRAVEL LEVELLING PAD= II�I�IIIII= IIIIII X1111= i1i�l� IIII O I II I I I II I I I I I II I I II I I NOTE: 1. STONEWALL TO BE INSTALLED AS NOTE: PRUNE 1/3 TOP GROWTH ON II I I I II I I I II I I I II I I I III I I PER MANUFACTURERS INSTRUCTIONS DEC ALL DEAD RUBS. DEAD CANE BLACK RUBBER HOSE DECIDUOUS MULCH - 4" MIN. DEPTH 4" SAUCER r WEED PREVENTING PERFORATED POLY -FILM FERTILIZER ROOT PACKET, 2 PER SHRUB, 6 -8 DEEP, PLACED AS TO ROOT BALL IS BACKFILLED PLANTING SOIL EXISTING SUBGRADE 6" PERFORATEI AROUND SUBDRAltj mum= 11offin ------ - - - - -- •• •• •. •• •. •• •. �• •. •• •• . '��• . '•�• . '•�• . '•�• •. '••• . '�•• . '••� •.'�•• . '••• �7 •- • Lammi - •� / /� III�i / / /P� / // / / /� /j��/ VAA IN/// /��i� / / / / / /�� :ti::::rf ;r i�� // • • - . x r. •.. ROOM IVI1= 4 . 5 I�I I= III II 12 HDPE OUTLET • •. • •. •i •. • •. • •. • •. •. • • COMPACTED GRAVEL The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF ,yg3 MARK B. q, o DARNOLD CIVIL No. 32459 .1 P I St NA L ENG This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX UNDISTURBED OR COMPACTED SUBGRADE NORTHAMPTON, MASSACHUSETTS FINISHED GRADE Not to Scale GALV. WIRE OR CABLE. -2 PER TREE MIN., EQUALLY SPACED 1/2 I.D. REINFORCED RUBBER HOSE 12 GAUGE GALV. WIRE CABLE (3 GUYS AT 120' SPACING) SAFETY FLAG TURN BUCKLE TREE WRAP MULCH 4" MIN. DEPTH 4" SAUCER FINISH GRADE WEED PREVENTING 18' PERFORATED POLY -FILM (L CUT & REMOVE TOP 1 3 OF BURLAP I1�1 — k ill PLANTING SOIL EXISTING SUBGRADE = z �� FERTILIZER ROOT PACKET, 2 PER TREE, 6 " -8" DEEP, PLACED AS ANCHOR -BURY ROOT BALL IS BACKFILLED MIN. 3' -0" GUY TYPE 'A' GUY TYPE 'B' NOTE: 1) GUY TYPE "A" IS FOR TREES LESS THAN 3" CALIPER GUY TYPE "B" IS FOR TREES 3" CALIPER OR GREATER SLOPE AS PER PLANS - - - -- 4 Block Retaining Wall 5 Shrub Planting, Typ, ( Tree Planting, Typ, 7 PR-6) Not to scale SPR -6 Not to Scale SPR -6 Not to scale � SPR-6 Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details Amended Site Plan Review Submission Curb Ramp, Typ, CURBING TO BE FLUSH WITH EDGE OF ROADWAY, RADIUS VARIES, SEE LAYOUT PLAN SLOPED RAMP SURFACE ' SEE PLAN FOR MATERIAL MAINTAIN 6" MIN. COMPACTED GRAVEL UNDER CURB TRANSITION Not to Scale 6" REVEAL 12. o - CURB TRANSITION Revisions February 25, 2003 CJW Date: Sheet Number February 6, 2003 Scale: Not to scale Drawn By: BDJ /CJW = Checked By: MBD Existing Conditions /Demolition Notes 1. Existing conditions and topography taken from field survey by Harold L. Eaton and Associates, Hadley, MA. 2. The Contractor shall be responsible for a thorough site examination to determine the extent of demolition necessary to prepare the site for construction and shall verify all items to be demolished or salvaged with the Landscape Architect prior to beginning work. 3. 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. 4. 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. 5. The Contractor shall protect existing trees to remain with 2 "x 4"x 6' -0" stakes and snow fencing. 6. All topsoil shall be stripped from grass areas to be removed and stockpiled in an area designated by the Owner. The Contractor is responsible for all topsoil as needed to meet the specifications. 7. 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. 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TRENCH DRAIN 0 O• SAWCUT AND REMOVE �q EX. PAVING % 'c �P ed Pov t �r yp � cQl, ♦ a ♦ ti CY- po % o s % % 9 % 90 o O ` o �� % o ,a The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg @berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M gSS gc MARK B. o DARNOLD CIVIL ` No. 32459 �£GI ST ERA .c This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect c e a t or lull engineer employed c c 9 P by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS wn O r i e Paradise Realty Partners, artners LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Existing Conditions and Demolition Plan Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJW Date: February 6, 2003 Sheet Number SPR Scale: 1 " =20' Drown By: BDJ /CJW Checked By: MBD SITE • Site Data Summary Northampton, MA 2002 Map 8 Parcel 21 Zoning District HB - Highway Business Required Minimum Lot Size Minimum Lot Frontage Minimum Lot Depth Front Yard Setback Side Yard Setback Rear Yard Setback Max. Building Height Open Space Req'd 20,000sf 120 , 140' 10' 10' 20' 35' 30% Parking 1 per each 200 sf of gross floor area 11,270 sf Bldg = 56 Spaces Where the parcel adjoins a lot in the residential district a 30' landscaped buffer strip is required. The Planning Board may allow a 10' reduction in the required width provided sufficient screening (wall or fence) and noise reduction is included. Locus Map Layout Notes 1. All lines 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 and all discrepancies to the Landscape Architect. 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 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. i = .: r .. •, -• ': STRUCTURE; SEE DETAIL 1 /SPR -5 0 0 v cn 00 IVVI\ I I IP"NIVII I VI V, IV lr V I UIJ IJ r r --------------------------------------------------------------------------- N 04'47'59" E 255.00' 1 1 I I 1 I W W A PA`.h sue. R'&°. W W W wI W W W I . wt' . . . �F �: a3? x;533 �"} 9$: � !� �$ ?fin � 8!1F 49E � �T �? �" » >k• � � � �l � Rs! !l�F fRfi ` � I � 1 I 1 ' 8 -19 I SANDRI REALTY INC 5, • Y P.O. BOX 1578 GREENFIELD, MA 01301- I W � I I I cy 1 I I GRAVEL INFILTRATION TRENCH SEE DETAIL 2 /SPR -5 I 00 IN —LINE DRAINAGE STRUCTURE I SEE DETAIL 1 /SPR -5 1 4" HITE PAINTED PARKING 0 I m ' ST LE PER MA HIGHWAY SPECS, TYP. CON ETE DUMPSTER PAD SEE D AIL 8 /SPR -5 11.7 N I WOOD CLOSURE WITH I GATE; S DETAIL 5 SPR— o0 0 co I 9.0' 5'R 1 ' NCRETE BLOCK TYP THIS ROW I RETAINING WALL ,�� NEW STORMWATER TREATMENT » PR -6 ' 20 — t /SEE DETAIL 4/S � 0 BIT CONC PAVING CONCRETE DOOR PAD d CHAMBER; SEE DETAIL 6 /SPR -5 S EE DETAIL 9 /SPR -5 N SEE DETAIL 10 /SPR -5 ' 24. 8.0' 8.0' 8.0' 5.0' 8.0' 8.5' 8.5' 8.5' 8.5' 4.5' 20.5' 18.0' BIKE LOOPS 2 ON INC CONCRETE PAD; SEE DETAIL /SPR -6 AND 10 /SPR -5 4.0 r. 1 O 1 I o I 1 I I I I I I � I I I I I QD SEE DETAIL 11 /SPR -5 N 10 TWO SIGNS TO BE DOUBLE- -SIDED AS Z 60 00 E SIGNED 'V' k1 CESStBf.E" MANHOLE; SEE DETAIL 3 /SPR -5 MA HWY DETAIL SD3.013 00 N PROVIDE 2.5' REVEAL I L/) �rn DF TWO; TO MEET MA HIGHWAY SPECS N _ £ 7.2' U11 0 V S tz O ADS DRAINAGE STRUCTURE; SEE DETAIL 1 /SPR -5 0 0 v cn 00 IVVI\ I I IP"NIVII I VI V, IV lr V I UIJ IJ r r --------------------------------------------------------------------------- N 04'47'59" E 255.00' 1 1 I I 1 I W W A PA`.h sue. R'&°. W W W wI W W W I . wt' . . . �F �: a3? x;533 �"} 9$: � !� �$ ?fin � 8!1F 49E � �T �? �" » >k• � � � �l � Rs! !l�F fRfi ` � I � 1 I 1 ' 8 -19 I SANDRI REALTY INC 5, • Y P.O. BOX 1578 GREENFIELD, MA 01301- I W � I I I cy 1 I I GRAVEL INFILTRATION TRENCH SEE DETAIL 2 /SPR -5 I 00 IN —LINE DRAINAGE STRUCTURE I SEE DETAIL 1 /SPR -5 1 4" HITE PAINTED PARKING 0 I m ' ST LE PER MA HIGHWAY SPECS, TYP. CON ETE DUMPSTER PAD SEE D AIL 8 /SPR -5 11.7 N I WOOD CLOSURE WITH I GATE; S DETAIL 5 SPR— o0 0 co I 9.0' 5'R 1 ' NCRETE BLOCK TYP THIS ROW I RETAINING WALL ,�� NEW STORMWATER TREATMENT » PR -6 ' 20 — t /SEE DETAIL 4/S � 0 BIT CONC PAVING CONCRETE DOOR PAD d CHAMBER; SEE DETAIL 6 /SPR -5 S EE DETAIL 9 /SPR -5 N SEE DETAIL 10 /SPR -5 ' 24. 8.0' 8.0' 8.0' 5.0' 8.0' 8.5' 8.5' 8.5' 8.5' 4.5' 20.5' 18.0' BIKE LOOPS 2 ON INC CONCRETE PAD; SEE DETAIL /SPR -6 AND 10 /SPR -5 4.0 r. O o NEW BIT CONC CURB Y S G � >�t d P i�INC it`` E�t VA tiV1►Y SPEC; N I SEE DETAIL 11 /SPR -5 0 10 TWO SIGNS TO BE DOUBLE- -SIDED AS _ y SHOWN ON THIS SHEET; ONE SPACE lb 60 E SIGNED 'V' k1 CESStBf.E" MANHOLE; SEE DETAIL 3 /SPR -5 MA HWY DETAIL SD3.013 _ r PROVIDE 2.5' REVEAL I L/) �rn DF TWO; TO MEET MA HIGHWAY SPECS 'o _ £ 7.2' Sheet Number SPR=2 Scale: 1 " =20' V S tz 1 4" WHITE PAINTED 1 Q PARKING STRIPES OER MA I HIGHWAY SPECS, TYP. r ' SEE DETAIL 10 /SPR 5 `l X13'— 0 1 , 1 000� 110 ME o \ PAINTED TRAFFIC N ISLAND, TYP. EXPANSION JOINT, TYP. - t - SEE DETAI 10 /SPR -5 BIT CONC PAVING r2 TYP THIS ROW SEE DETAIL 9 /SPR -5 9.0' ,'i' OOhIC :VIA 24' 6' '�'� z1 s ' AIL P �n w w - N 3'R OTVC cut :T f N Ra : t CY) O SEE DETAIL 11 f SPR -5 I6 1 4. � 20.0' N 30 O , 2 g„ Vi 26.89 7, w N 5., ` 20, 10 4' °- S 04'50'49" W 255.00' o'R 84.4' LO 7.8 CURB TO BE FLUSH WITH 4.0' DRIVE NEW BIT CONC CURB REMOVE COBBLE STONE TO MATCH EXISTING RUMBLE STRIP — REPLACE SEE DETAIL 11 /SPR -5 W/ BIT CONC PAVING — D ACCESSIBLE CURB GORE LINES PER MA HIG AY NEW BIT CONC CURB RAMP TO MEET NEW BIT CONC WALK SPECIFICATIONS ON RADIUS, BOTH SIDES SEE DETAIL 9 SPR -5 AAB AND MHD / STANDARDS SEE DETAIL 11 /SPR -5 NORTH KING STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) �J �o bo o 1 1 1 1 1 1 1 1 1 1 1 1 1 - • o 105.1 Ll w r1 BIT CONC CURB, TYP. SEE DETAIL 1 1 /SPR -5 CONCRETE BLOCK RETAINING WALL SEE DETAIL 4 /SPR -6 PAINTED HC PARKING ' SYMBOL TYP; TO MEET L MA HIGHWAY SPECS I ' o NEW BIT CONC CURB TO MATCH EXISTING I SEE DETAIL 11 /SPR -5 0 10 20 40 60 NORTH KING STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) �J �o bo o 1 1 1 1 1 1 1 1 1 1 1 1 1 - • o 105.1 Ll w r1 BIT CONC CURB, TYP. SEE DETAIL 1 1 /SPR -5 CONCRETE BLOCK RETAINING WALL SEE DETAIL 4 /SPR -6 PAINTED HC PARKING ' SYMBOL TYP; TO MEET L MA HIGHWAY SPECS I ' o NEW BIT CONC CURB TO MATCH EXISTING I SEE DETAIL 11 /SPR -5 4 LIGHT POLE, TYP. 0 FOUNDATION TO MEET MANHOLE; SEE DETAIL 3 /SPR -5 MA HWY DETAIL SD3.013 o 0 PROVIDE 2.5' REVEAL I L/) �rn 'o CL 16, 2002 Sheet Number SPR=2 Scale: 1 " =20' Drawn By: BDJ 1 4" WHITE PAINTED 1 Q PARKING STRIPES OER MA I HIGHWAY SPECS, TYP. `l X13'— EX. STONE WALL TO REMAIN 5'R I I aulI algogo -+a ed pav o t (t yprcol) cD w — ° s ` 4 9 o f O ` o o \ �` 00 a J Q 0 ` S �(iT �Ss ti O F� T� t t YL, _ The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M�s9c MARK B. C) DARNOLD CIVIL No. 32459 �� £GI ST ER This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET I MEDICAL OFFICE I COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Layout Plan Final Site Plan Review Drawings Revisions 3 o NEW BIT CONC CURB TO MATCH EXISTING 0 SEE DETAIL 11 /SPR -5 0 NEW OUTLET CONTROL MANHOLE; SEE DETAIL 3 /SPR -5 aulI algogo -+a ed pav o t (t yprcol) cD w — ° s ` 4 9 o f O ` o o \ �` 00 a J Q 0 ` S �(iT �Ss ti O F� T� t t YL, _ The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF M�s9c MARK B. C) DARNOLD CIVIL No. 32459 �� £GI ST ER This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET I MEDICAL OFFICE I COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Layout Plan Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJ W Date: October 16, 2002 Sheet Number SPR=2 Scale: 1 " =20' Drawn By: BDJ Checked By: MBD Grading Notes 1. Project benchmark is top spindle of hydrant, elevation= 102.42, as per topographic survey by Harold L. Eaton and Associates Inc., dated May 17, 2002. 2. All sidewalks /walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements. Sidewalk /walkway cross -slope is 1.5 % minimum, 2.0% maximum. Maximum running slope in any direction shall be 4.9 %. 3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Highway Dept. 4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work. 5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade. 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. NORTHAMPTON, MA 01060 , N 04'47'59" E 255.00' -� ....... .. ..... ::. ' _ ... .............. ..... - -••• .. ............ ' . .. ................ I •'' .......... ................. I - d .±lfes ' - - IFi 1 1 i - ap,a 30- m4 *SXM W� �4m �MM Ewa W, to 1o AM NA ow .......... - • 1 ........... ..............'- ' . ... ... .. .................._............... ..........................._... ........ .................... I _ - . --------------------------------- ....... �'- ... ............. '� - - -_- ---- - - - - -- - - - - - -- - - -_- 130 . ...... ........ ................::::::....:.'.. ............. ............................... 8 -19 ............. .............. .............. ...................._.......... SANDRI REALTY INC ....._..... ............. ..... ....-_......................... .:::._......... ....... � P.O. BOX 1578 .......... I .... ..... ........ ............................... GREENFIELD, MA 01301 ;- ........................... .........--- •-- .............. - ............................................................................................ .. .........� ........ .... .................... • . .. ................. ..................... ............................... .......................... , .......... ........... . .............. r I ....... ........ ... ... ... . . . .................. ... ............ .................. .... ............. . .................... ......... .. .. -• 1 I .. ... ..... ...1.... • ............... ......... . ............................... ........... ................ I ___ -- -------------- - - - - -- .............. ... oZ� - 120 - - - - - -- ---- - - - - -_ ' it 15 11 _ I ........ .... 'Co OD - ..... i i • . .. .......�.1. - 0o I .............. . .. ..... �. 1 00 N - 1 I ............. 109 N -i - - . .. ..... 10 7 108 . k... � 106 M .._ 105 s: .. .........1 Q 4 ` I ••0 0 o - - '103 ........... !_ ..A A W.J,�q TIC O •� 10" HDPE ' • ,,,� ,�• ...... .... NEW CB #2 : ' 12" PERF HDPE 1 r � N 113 RIM = 100.50: •• 90' ®0.0% 12" PERF 0 ■ " HDPE K 12 •PERF.NDP� INV OUT =98.00 -: % ••% a 4�' �. O:a�. 0 112 ! ' = GRAVEL INFILTRATION 69' 0 0.0% I 1 • TRENCH; SEE DETAIL 2 /SPR -5 NEW CB #1 i O 1 " 2 PERF HDPE 1 _ 101.33 BC N ■� '• ! NEW 150 WATT MH RIM= 101.90 1 101.83 T INV OUT =97.75 tr. 111 ' WALL PACK LIGHT; SEE = I ARCHITECTURAL DRAWINGS E� 102. 10 ■. 1a 7 I 1 10 I j ' a r Y cxas s i £ f r I (� 109 S'f ; Y ➢i J Aw ,'� . Ai F /�I �� y`f�< £.,. ( s 1 108 I ; l k • f {` f t.1TCH INVERT OF.. 6" ° _ _ ■ tif a l _fPE FROM IDE'1 j - - -- - - -- ----- - - - - -- - 107 ON c- ------ - - - - -- ' SEE ELECTRICAL DRAWINGS NEW 1 1/2 DI WATER SERVICE TO MEET ; TX NORTHAMPTON DPW SPECS I � S 0 1!1n - - c�-- - - - - - - - 20 L I. , �i TION ` P ` .. -NEW UNDERGROUND SEWAGE z OiSPOSAL SYSTEM F U101 .' m N UNDERGROUND SEWAGE , POSAL SYSTEM �? 10 J - -4-9' EL U-. Rio 1. Q Q - J ®19 / 1a1.33 BC ' ■ 101.83 TC 1 ' � •N 101.41, BC s 1 fin• ' 1a1.4.1 , --- ' O ,� ■ ``` i NEW STC # 1 ; I 101.41 Bc RIM = 100.25 • .`� INV OUT =96.65 Ai 101.33 -101.33 i0i _.._.. + 101.17 � • . 11 10 6 H DPE i 1 1.17 B 10}.67 TIC u 85 LF o 1.e 101.33 '' 1(L1,33 .461 1W 1� 101 - --- - - - - -- 99 1i4n i �.s� 91!1n /1 ! - -- -- 18 18 HDPE 12 LF 02.079 EEQ27, =R IN _ ANY DIRECTION MATCH EX. PAVEMENT NORTH KING STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) WITH SMOOTH LINE AND GRADE Il� �J I I I I I 1 1 1 1 1 1 1 1 1 1 1 18" HDPE 13 LF 02.0% EXIST. CB io 0 v 0 CT 0 RIM =97.9 INV IN APPROX. =94.1 (D INV IN APPROX.) =94 INV IN =94.1 INV OUT (APPROX.) =93.9 aull algo� February 25, 2003 CJW 17 Approximate State - - - - - - 6 ) - -v - Highway Layout Line Location NEW 18' x 20' UNDERGROUND ME DETENTION STRUCTURE 0 ' INV IN (STC #1 =96.30 INV IN (TRENCH =96.40 INV IN (ROOF = 96.50 "gyp % INV OUT =94.70 M 6, 2003 Sheet Number Scale: 1 " =20' NEW OUTLET CONTROL MANHOLE Checked By: MBD RIM =101.1 INV IN =94.6 6" ORIFICE =97.2 - -- -- 18 18 HDPE 12 LF 02.079 EEQ27, =R IN _ ANY DIRECTION MATCH EX. PAVEMENT NORTH KING STREET BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION= 102.42' (ASSUMED) WITH SMOOTH LINE AND GRADE Il� �J I I I I I 1 1 1 1 1 1 1 1 1 1 1 18" HDPE 13 LF 02.0% EXIST. CB io 0 v 0 CT 0 RIM =97.9 INV IN APPROX. =94.1 (D INV IN APPROX.) =94 INV IN =94.1 INV OUT (APPROX.) =93.9 aull algo� edge ave P CT nt �tYpicoo 0 rn rn w •a � � ` QUO' t ti mo < It v �`� 0 CD s 0 a C1 4" ORIFICE =98.4 12" ORIFICE =99.0 INV OUT =94.6 106 105 ' r} '-104 L 103 0 L 5: ,� 1 :C- 1 0 ti eo F� The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: /, /www.berkshiredesign.com �� D M gSS 9c MARK B. X1:6) o DARNOLD CIVIL L ' No. 32459 R FGI This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Grading, Drainage and Utilities Plan Final Site Plan Review Drawings Revisions February 25, 2003 CJW 17 Approximate State - - - - - - 6 ) - -v - Highway Layout Line Location NEW 18' x 20' UNDERGROUND /0 DETENTION STRUCTURE 0 ' INV IN (STC #1 =96.30 INV IN (TRENCH =96.40 INV IN (ROOF = 96.50 "gyp % INV OUT =94.70 SEE DETAIL 5 /SPR -6 6, 2003 Sheet Number Scale: 1 " =20' NEW OUTLET CONTROL MANHOLE Checked By: MBD RIM =101.1 INV IN =94.6 6" ORIFICE =97.2 edge ave P CT nt �tYpicoo 0 rn rn w •a � � ` QUO' t ti mo < It v �`� 0 CD s 0 a C1 4" ORIFICE =98.4 12" ORIFICE =99.0 INV OUT =94.6 106 105 ' r} '-104 L 103 0 L 5: ,� 1 :C- 1 0 ti eo F� The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: /, /www.berkshiredesign.com �� D M gSS 9c MARK B. X1:6) o DARNOLD CIVIL L ' No. 32459 R FGI This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Grading, Drainage and Utilities Plan Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJW Date: February 6, 2003 Sheet Number Scale: 1 " =20' Drawn By: BDJ /CJW Checked By: MBD Grading Notes 1. Project benchmark is top spindle of hydrant, elevation= 102.42, as per topographic survey by Harold L. Eaton and Associates Inc., dated May 17, 2002. 2. All sidewalks /walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements. Sidewalk /walkway cross -slope is 1.5 % minimum, 2.0% maximum. Maximum slope in any direction shall be 4.9 %. 3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Highway Dept. 4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work. 5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade. 6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. EVERGREEN WEED PREVENTING PERFORATED POLY -FILM MULCH - 4" MIN. DEPTH 4" SAUCER CUT & REMOVE TOP 1/3 OF BURLAP 6" IIp1— MIN. III FERTILIZER ROOT PACKET, 2 PER IL SHRUB, 6 -S DEEP, PLACED AS ROOT BALL IS BACKFILLED 6 PLANTING SOIL DECIDUOUS IIIV �� II � �h_ _ 1 I= � ;;� - I = =1111 q p � II �I II � 1111 —�� =1111 NOTE: PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS. REMOVE ALL DEAD CANE. 1 � Shrub Planting, Typ. f QTY LATIN COMMON SIZE NOTES AG 2 Acer griseum Paperbark Maple 1 -1.5" cal. 4 8 0 10 20 40 60 EXISTING SUBGRADE PR -4 Not to Scale GALV. WIRE OR CABLE. -2 PER TREE MIN., EQUALLY SPACED 1/2 I.D. REINFORCED RUBBER HOSE BLACK RUBBER HOSE w w o- 0 ui W F r7 N N_�,I x N = N TURN BUCKLE TREE WRAP MULCH 4" MIN. DEPTH 4" SAUCER FINISH GRADE WEED PREVENTING PERFORATED POLY -FILM CUT & REMOVE TOP 1/3 OF BURLAP PLANTING SOIL EXISTING SUBGRADE �i�I�i1= IY1�1��I �IIIII —III�� =Z 0 0� FERTILIZER ROOT PACKET, 2 PER TREE, 6 " -8" DEEP, PLACED AS ANCHOR -BURY ROOT BALL IS BACKFILLED 0 MIN. 3' -0" GUY TYPE 'A' GUY TYPE 'B' NOTE: 1) GUY TYPE "A" IS FOR TREES LESS THAN 3" CALIPER GUY TYPE "B" IS FOR TREES 3" CALIPER OR GREATER 2 Tree Planting, Typ. PR -4 Not to Scale Plant List I I 1 1 1 1 1 1 KEY QTY LATIN COMMON SIZE NOTES AG 2 Acer griseum Paperbark Maple 1 -1.5" cal. AROG 8 Acer rubrum 'October Glory' October Glory Red Maple 2.5 " -3" cal. CF 3 Cornus florida Flowering Dogwood 2 " -2.5" cal. Date: February IC 5 Ilex crenate 'Compacts' Japanese Holly 18 " -24" PF 8 Pieris floribunda Mountain Andromeda 18 " -24" PS 5 Pinus strobus E. White Pine 6 -8' SCC 89 Microbioto decussate Siberian Carpet Cypress 15 " -18" 15" oc VM 217 Vinca minor Periwinkle 2 Year 1 12" oc � edge Pavement 0- C rn 0 w N�jo 7 SD� y 9489 The �- Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com p,CH US � Q � � This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Planting Plan Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJW Date: February 6, 2003 Sheet Number � SP Scale: 1 " - 20' Drawn By: BDJ /CJW Checked By: MBD 12 GAUGE GALV. WIRE CABLE (3 GUYS AT 120' SPACING) SAFETY FLAG NORTHAMPTON, MA 01060 ------------------------------------------------ N 04'47'59 E 255.00' — 1 I ' I � � � ns? � � s�-.� �?c !L� �C� �� 1� t� cam' a� t�r< �'- a�� r� sue' � a� �S= r.� �'� �a.- s-� �: �� :�,. 3�* �� s b� a�•� 7� eft � 3� �: � � a� 3� +� +�' 1� 3� � �s +� t� � � �_ �bs � I I � 1 I I � 1 1 � I I ' 1 1 I � � 1 1 1 I SEED SLOPES WITH 1 OD z CONSERVATION MIX, TYP. cr I 1 00 Oo N ►v I SEED SLOPES WITH CONSERVATION MIX, TT?. SEED SLOPES WITH ' CONSERVATION MIX, 1W N ar A 1 AROG J I� � N unn i o I � � I � 1 � 1 ' 3 CF 1 Y 1 `LOAM AND SEE I 4 PF L 127 VM 1� 1 AG 0 3 IC x y f= 54 SCC Y.: f 3 > s fi Y f Zr I CD '- 7 �'1 .. a _ fi r` �� - .�..��• t � 1 0 20 SCC -� NORTH KING STREET 5 -19 SANDRI REALTY INC P.O. BOX 1578 GREENFIELD, MA 01301— 17 Approximate State - - -*4v- - Hi hway Layout ♦ Line Location / O O ♦ �G ♦ ♦ 12 "x10" ADS TEE 12" ADS N12 0.0% SLOPE MIN. LOCAL DISTRIBUTOR FOR ADS ADAPTER, PIPE AND GRATE IS: ADS, INC. 58 WYOMING STREET LUDLOW, MA 01056 413 -589 -0515 1 ADS Drainage Structure PR -5 Not to Scale 1 "x 4" FIRST GRADE CEDAR TRIM t "x 6 INSIDE 2"x 6" OUTSIDE HINGES 5" rA I 1 HINGES •• • ••• ••••• •• ••••• • • j -------- — ------ - --- - - - - -- -- - - -- -- -- - - • • _J 2 Infiltration Trench PR -5 Not to Scale SELF LATCHING THUMB LATCH SPR -5 Not to Scale BITUMUNOUS CONC. WEARING COURSE MDPW STD. CLASS I, TYPE 1 -1 BITUMINOUS CONC. BINDER COURSE JOINT SEALANT & RETAINER RING FINISHED GRADE MATERIAL VARIES SEE PLAN 6" CONCRETE, 4000 PSI, WITH 3/8" PREMOLDED BITUMINOUS CONCRETE PAVEMENT 6 "x6 "x10 /10 WELDED WIRE MESH POLYETHYLENE FILLER SEE PLAN AND DETAIL 3/1,6 ° d d° ° ° ° ...�.. «.. «...A. « » «. «.. «.. ........ a «.. .. «.. «.. z d• ° 4 1 cy 0 o ° Og ° ° III = O � o o �b N o 000 0� o �o� O V o _ 0 Yo 0 0 0 o IIII = COMPACTED O O O 0 O 0 111 11 GRAVEL BASE, Q 95% �O O O �QO = 95% MIN. DENSITY 0 0 �° n 8 0 O o (_) II �— IJ IJ I IJ IJ IJ IIIII IJ I� I IJ — UNDISTURBED OR IIII I= IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII = IIIII =IIIII =IIII COMPACTED SUBGRADE NOTE: SEE PLAN FOR SCORING & EXPANSION JOINT SPACING S Concrete Dumpster Pad PR -5 Not to Scale 95% MIN. DENSITY 12" 1' 1.5" 111111111111111111 1111111111 I CDO 00 o C Q} fJ o ° ,2" p� p c c� 6� ° O C � oo o v I I I 1= 1= 1= Nl k�f = N . I►I II - 1►I II — III II — Ill 11 - 1►I II — III II — IIIII IIII I►I I — IIIII UNDISTURBED OR COMPACTED SUBGRADE EXTEND GRAVEL 12" BEYOND EDGE OF PAVING WHERE ROAD IS NOT CURBED NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD. 9 Bituminous Concrete Paving PR -5 Not to Scale MANHOLE FRAME & COVER FRAME SET IN FULL BED OF MORTAR SEE SPECIFICATIONS ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" ECCENTRIC PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION ALUMINUM STEPS (TYP.) STAINLESS STEEL STRAP 0 24' O.C. SEAL ALL JOINTS WITH APPROVED PREFORMED PLASTIC GASKET MATERIAL OR RUBBER 0 -RING PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS 6" MINIMUM COMPACTED GRAVEL ALL AROUND SEAL "V" OPENINGS WITH NON- SHRINK MORTAR 12" HDPE OUTLET W/ RISER 8" CAST -IN -PLACE CONCRETE BASE )� p o O • ,� , o IV invl > S3 3 Outlet Control Manhole PR -5 Not to Scale STD. CATCH BASIN FRAME AND GRATE ADJUST TO GRADE WITH BRICK NOT MORE THAN 12" SEE NOTE #2 6 "0 OIL 8" ° ° 30" ° CLEANOUT 6' 1 A I 72" 7' VARIES I - - - , vARwBLE - - - - -- INSERT - - -- DIA. INLET WEIR I OUTLET 18 16 e ORIFICE 1 T PLATE I i RUBBER GASKET PER ASTM C 443 71 DROP TEE MIN. INLET PIPE 24 "0 DROP ° OUTLET CONNECTION DETAIL OUTLET PIPE • a " 4" TO 6" OVERLAP 8" d ° ° ° • ° • SECTION THRU CHAMBER 6" 6" I-- NOTE : 1. TREATMENT SYSTEM SHALL HAVE THE SPECIFIED VOLUME CAPACITY ENLARGED INLET 2. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED TEE DROP PIPE AT THE INLET AND OUTLET WHERE APPLICABLE. 3. THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE OIL CLEANOUT PIPE. 4. ALTERNATE CONFIGURATIONS AND /OR SYSTEMS OF STORMWATER TREATMENT SHALL BE ACCEPTABLE IF IN COMPLIANCE WITH THE SPECIFICATIONS, AND APPROVED BY THE ENGINEER. 6 Stormwater Treatment Chamber PR-5) Not to Scale 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER In w Z' a- w w In I, V) w 0 Detail Not Used BIT CONC PATCH 4" BIT CONC BASE 1 -1 /2" BIT CONC BINDER 2" BIT CONC TOP COURSE SAWCUT PAVEMENT TYP. IIIII °° d <° IIIII " 4 °a ° ° d — 12 MIN. AT PAVED AREAS IIIII — II I1III III I = ° 1' ° A 1- 1 w ° ° 1 0111 = YELLOW HIGH VOLTAGE TAPE IIIII —II — ° " MARKER TO RUN CONTINUOUS II I I —III a III _ WITH ELECTRIC LINE /CONDUIT IIIII - CONTROLLED DENSITY FILL IIIII= � ° IN CONFORMANCE WITH ° L ° ° ° a ° MA HIGHWAY SECTION M4.08.0 =III ° ° ° I IIII = .4 ° d d ° = IIII I ° III II — I _ MIN. COVERAGE REQUIREMENTS: III = 00 SEWER 4' -0" MIN. I►I II ° ° ° °d WATER 5' -0" MIN. III = e ° = UNDERGROUND SERVICES �- & GAS 2'-6 MIN. III 4 4 w NOTE: ENTIRE PIPE LENGTH MUST o i m Q SUPPORTED. IIIII = O cID D/2 � ° —III BE FIRMLY L S a O° °o OG0 g0? w 0 HAND TAMPED BEDDING ° O � o O D o O ° o (HAUNCHING) IIIII = � o O °° o —IIII — IIII —1 —1 — I llli D + 2' -0" FIRM SUBGRADE 3' -0" MIN. 7 Hig hway Entrance Trench Detail SPR -5) Not to Scale BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MDPW STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE a° ° = = I 4" CONCRETE 111I� 4000 P.S.I. ° ------- - - ---- -: - -- a WITH 6 "x6 "x 10/ 10 C.I ° ° ° ° • WIRE MESH (Y III -1J 0 �D 0 S 0 Q III ►� o Q� o O III °O O O 000 Oc 0 O O 0 0 00 0 III hi I 0 COMPACTED O O O 0 0 ° O 0 — III II GRAVEL BASE, 0 O III = 95% MIN. DENSITY O� _ _ °o_ 8�_0 b -, 0 o O IIIII 1 �— ' I — �— �� — IIII = UNDISTURBED OR — IIIII =III II =III II =III II =III II =III II =III II =III II =III II =III II= =III COMPACTED SUBGRADE NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES SEE PLAN FOR SCORING & EXPANSION JOINT SPACING SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK 10 Concrete Walk PR -5 Not to Scale 11 Bituminous Concrete Curb PR -5 Not to Scale 24" DIAMETER CAST IRON GRATE 24" ADS DRAIN INLET WITH 10" ADS ADAPTER 4000 PSI BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED MDPW STA. CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE, MDPW STANDARD CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE COURSE, Illllllllltlllllllllllllllllllllllllllllllllllllllllllllllllllllllllf 'Illltllllllllllltllllll - The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF MARK B. DARNOLD 4 CIVIL No. 32459 A �'ot, R EGI STE�� -.� This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET CO MPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details Final Site Plan Review Drawings Revisions 1 �• February 25, 2003 CJW April 7, 2003 CJW � • � IIIIIIIII IIiliI � • Date: February 6, 2003 Sheet Number � Scale: Not to scale Drawn By: BDJ /CJW Checked By: MBD • •i ■IIIIIIIII�I�III L�1�1'IilJili�t�••�� • • )� p o O • ,� , o IV invl > S3 3 Outlet Control Manhole PR -5 Not to Scale STD. CATCH BASIN FRAME AND GRATE ADJUST TO GRADE WITH BRICK NOT MORE THAN 12" SEE NOTE #2 6 "0 OIL 8" ° ° 30" ° CLEANOUT 6' 1 A I 72" 7' VARIES I - - - , vARwBLE - - - - -- INSERT - - -- DIA. INLET WEIR I OUTLET 18 16 e ORIFICE 1 T PLATE I i RUBBER GASKET PER ASTM C 443 71 DROP TEE MIN. INLET PIPE 24 "0 DROP ° OUTLET CONNECTION DETAIL OUTLET PIPE • a " 4" TO 6" OVERLAP 8" d ° ° ° • ° • SECTION THRU CHAMBER 6" 6" I-- NOTE : 1. TREATMENT SYSTEM SHALL HAVE THE SPECIFIED VOLUME CAPACITY ENLARGED INLET 2. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED TEE DROP PIPE AT THE INLET AND OUTLET WHERE APPLICABLE. 3. THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE OIL CLEANOUT PIPE. 4. ALTERNATE CONFIGURATIONS AND /OR SYSTEMS OF STORMWATER TREATMENT SHALL BE ACCEPTABLE IF IN COMPLIANCE WITH THE SPECIFICATIONS, AND APPROVED BY THE ENGINEER. 6 Stormwater Treatment Chamber PR-5) Not to Scale 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER In w Z' a- w w In I, V) w 0 Detail Not Used BIT CONC PATCH 4" BIT CONC BASE 1 -1 /2" BIT CONC BINDER 2" BIT CONC TOP COURSE SAWCUT PAVEMENT TYP. IIIII °° d <° IIIII " 4 °a ° ° d — 12 MIN. AT PAVED AREAS IIIII — II I1III III I = ° 1' ° A 1- 1 w ° ° 1 0111 = YELLOW HIGH VOLTAGE TAPE IIIII —II — ° " MARKER TO RUN CONTINUOUS II I I —III a III _ WITH ELECTRIC LINE /CONDUIT IIIII - CONTROLLED DENSITY FILL IIIII= � ° IN CONFORMANCE WITH ° L ° ° ° a ° MA HIGHWAY SECTION M4.08.0 =III ° ° ° I IIII = .4 ° d d ° = IIII I ° III II — I _ MIN. COVERAGE REQUIREMENTS: III = 00 SEWER 4' -0" MIN. I►I II ° ° ° °d WATER 5' -0" MIN. III = e ° = UNDERGROUND SERVICES �- & GAS 2'-6 MIN. III 4 4 w NOTE: ENTIRE PIPE LENGTH MUST o i m Q SUPPORTED. IIIII = O cID D/2 � ° —III BE FIRMLY L S a O° °o OG0 g0? w 0 HAND TAMPED BEDDING ° O � o O D o O ° o (HAUNCHING) IIIII = � o O °° o —IIII — IIII —1 —1 — I llli D + 2' -0" FIRM SUBGRADE 3' -0" MIN. 7 Hig hway Entrance Trench Detail SPR -5) Not to Scale BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MDPW STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE a° ° = = I 4" CONCRETE 111I� 4000 P.S.I. ° ------- - - ---- -: - -- a WITH 6 "x6 "x 10/ 10 C.I ° ° ° ° • WIRE MESH (Y III -1J 0 �D 0 S 0 Q III ►� o Q� o O III °O O O 000 Oc 0 O O 0 0 00 0 III hi I 0 COMPACTED O O O 0 0 ° O 0 — III II GRAVEL BASE, 0 O III = 95% MIN. DENSITY O� _ _ °o_ 8�_0 b -, 0 o O IIIII 1 �— ' I — �— �� — IIII = UNDISTURBED OR — IIIII =III II =III II =III II =III II =III II =III II =III II =III II =III II= =III COMPACTED SUBGRADE NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES SEE PLAN FOR SCORING & EXPANSION JOINT SPACING SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK 10 Concrete Walk PR -5 Not to Scale 11 Bituminous Concrete Curb PR -5 Not to Scale 24" DIAMETER CAST IRON GRATE 24" ADS DRAIN INLET WITH 10" ADS ADAPTER 4000 PSI BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED MDPW STA. CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE, MDPW STANDARD CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE COURSE, Illllllllltlllllllllllllllllllllllllllllllllllllllllllllllllllllllllf 'Illltllllllllllltllllll - The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com OF MARK B. DARNOLD 4 CIVIL No. 32459 A �'ot, R EGI STE�� -.� This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET CO MPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJW Date: February 6, 2003 Sheet Number � Scale: Not to scale Drawn By: BDJ /CJW Checked By: MBD 12" RESERVED PARKING 9 .08" ALUMINUM PANEL BOLTED TOP & BOTTOM WITH 1 /2 "X3"" HOT— DIPPED GALV. NUTS AND BOLTS; GRAPHICS TO BE IN ACCORDANCE WITH U.S. D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2" O.D. GALV. STEEL POST I 0 ca FINISHED GRADE LOAM AND SEED a CONCRETE FOOTING, 3000 PSI A ° a A III11.. � , A e VII A -111 Ill 11 e e — ° • VIII A � ° — 111 11 — = 11111 =11111 12" p 1 � Handicap Parking Sig PR -6 Not to Scale CAP UNIT, ADHERE TO TOP UNIT PER x / %� MANUFACTURER'S ff INSTRUCTIONS o \ \ \ // ` `�i \�i�`��` = III II S 8 \�\\ O / \%\ VIII IN 11 MODULAR CONCRETE UNITS w g •, , :,.__- 0c) \�/ \ /�� / \// AS SPECIFIED Uj GEOTEXTILE FABRIC 0 /�� /� /�/ PER MANUFACTURER'S �''• ' 8 \ \\ \ \\ INSTRUCTIONS EXCAVATION LIMIT \ 12 COMPACTED 3/4 STONE "Cbcb J� 8 �/ // // / / COMPACTED NATIVE r: °i fs 00 \ j \ \\� SOIL BACKFILL — _ — 4" PERF. PVC SUBDRAIN (PERFORATIONS DOWN) rm TWO COURSE TO BE o p O dU 0 00 0 / / PLACED BELOW GRADE o ,,pip o� � 0 va `�\/ COMPACTED GRAVEL LEVELLING PAD 0 0 0 I II I I III I I I I I I I II I I II I I NOTE: 1. STONEWALL TO BE INSTALLED AS III 1I —III 1I III 1I —III 1I -111 11 PER MANUFACTURERS INSTRUCTIONS 4 Block Retaining Wall PR -6 Not to Scale 25 "f is M MATERIAL VARIES SEE PLAN BIKE LOOP SEE SPECIFICATIONS �I II I I I I ��= 11� I I_ II � 11- I► 1 11-111 I I ° III i 11111 = =� . � 11111 =III II ►� _ . III IIII I II I I • I II I I - NOTE: • III 11 11 INSTALL AS PER MANUFACTURER' I I 11 1 it DIRECTION _ __ 111_ _ 12" 2 Bike Loop = VIII = • � � _11111 I II III 11 ,° — II 1 — = CONCRETE FOOTING —111 11111 3000 PSI III II � 1 III II II • ° 'III UNDISTURBED OR 11111= COMPACTED SUBGRADE PR -6 ) Not to Scale FINISHED GRADE SEE GRADING PLAN 12" CRUSHED STONE AROUND SUBDRAIN 6" PERFORATED PVC SUBDRAIN FILTER FABRIC • - • iVIDE ACCESS MANHO k is i a 11 i • '' 1 • 9 :4 W019 % ,ZP4 1 Zfk J Jet. 111J1 1= 11111= -1►I 11 IV11= 111 _:r — III 11 BITUMINOUS CONC. PAVING SEE DETAIL ACCESS MANHOLE, TYPICAL OPENING TO BE 30" 12" HDPE OUTLET �° m�l►Ii1 'COMPACTED GRAVEL I� UNDISTURBED OR COMPACTED SUBGRADE = III II= III II= III IP f N 11 =1 11=1111 11= III II -III II -III 11- 111111 -III 11 -III 11- III�III!I 4.5' .iii 3 Underground Detention Basin PR -6 Not to Scale The = Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582 -7000 • FAX (413) 582 -7005 Email: bdg ®berkshiredesign.com Web: http: / /www.berkshiredesign.com �N OF M,gs MARK B. �G61 o DARNOLD CIVIL No. 32459 ,x' 0,, R fGI SI 2 SSG EN This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. 766 NORTH KING STREET MEDICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Site Details Final Site Plan Review Drawings Revisions February 25, 2003 CJW April 7, 2003 CJW Date: Sheet Number February 6, 2003 Scale: Not to scale _ S R6 Drawn By: BCJ /CJW Checked By: MBD 22X34 Lum Schedule Pro ject: All Projects Symbol Qty Label Description Lumens LLF Filename 1 7 S4HS 1SA /SAR4 /70MHxxx /xx /HS 5376 0.720 Ash4fh17m.ies —� 1 S5 1SA /SAR5 /70MHxxx /xx 5376 0.720 Ash5f10m.ies Luminaire Location Summary Pro ject; All Projects SegNo Label X Y Z Orient Tilt 1 S4HS 4779 3284 12 354.068 0 2 S4HS 4783.5 3344.5 12 354.068 0 3 S4HS 4811.25 3235 12 83.406 0 4 S5 4844 3301.5 12 86.269 0 5 S4HS 4851.75 3371.5 12 264.573 0 6 S4HS 4873.5 3228.75 12 83.406 0 7 S4HS 4906 3273.75 12 175.365 0 8 S4HS 4910.75 3333.5 12 175.365 0 Numeric Summary - Basic Project: Alt Projects Label CalcType Units Avg Max Min Avg /Min Max /Min PROP LINE Illuminance Fc 0.02 0.2 0.0 0.00 0.00 SITE Illuminance Fc 0.67 2.4 0.2 3.35 12.00 Building Summary Project: All Projects Label Type Wall Ht, BLDG Odd -Flat 15 SCALE =FEET 0 10 20 30 40 50 MAILING PO BOX 60080 CITY OF INDUSTRY, CA, 91716 -0080 SHIPPING 16555 EAST GALE AVE. CITY OF INDUSTRY, CA 91745 PROJECT NAME: PIONEER MEDICAL CENTER KIM LIGHTING SALES AGENCY VANGUARD LIGHTING DOC RESNISKY FILE- PS8251.10 DATE- 02/19/03 APPLICATIONS DEPARTMENT CACULATIONS BY CARLOS QUIJADA VOICE 626 - 968 -5666 EXT, 332 FACSIMILE 626- 369 -2695 EMAIL 1 k1mopps2k1m(1ght1nQ -00M THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NOT INTENDED FOR CONSTRUCTION.