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08-021 North King St. Medical Office Complex Existing Conditions & Demo. Plan
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 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 T f `-3 0 10 20 40 60 NORTHAMPTON, MA 01060 N 04'47'59" E 255.00' ........................... 1 ............. *:................._.. . ......... ................ .................... 0 ............ lAS 3[ ? 3 r s#` ` , -ii4: _ _ .+•v3 !d7• . •... 7F1F i 9EC ; . ' 1 ----------- .... .:.':::.'.:::..------------------------------ 130 849 ' ............. __............................. .............. -......_.................._..................................... ............_............. SANDRI REALTY INC P.O. BOX 1578 ............................... ....... ...... �..... .. ... ..... ...... .....•............-............--................................................ GREENFIELD, MA 01301 - y- - .... -....................................................... ...... LIMIT OF CLEARING 1 O/IV V IJM11 --�_-- !•r�c•cr ••i J y.:�'i��, .'Y,tr' ,, •r,r, i r:%, / -OF.. CLEARING / r J "• • "ri r - r r. r "• r / - J / / '/� rir. r•! t a=:' /-i'' , 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.' (%� �ri�/r;r%, %/r• -i�i/,,' � i • //j,', '/:, ,• r.r%•J.rr,r, r,f/ i�• /i;:,: � ..... r"rr/./':-f . %i i Jrr• r/.%%i,j/!' !' ://�. .,i rr /f �rJ/ rj�jr/i.�/./�/ //: r'j//,/J ,rrfij-�%:%'rr///f!/�%' �f :., .//•' •- i% ;i; .'i.. -r • ,./.,•!` 1 •/ii; •.:i/' 'f>`/! /r',r irr ��- jla`.L,Lr/ .lG lfj �j.,/r/ %-rjr.r//i �: /� ./,./.% /i-' - %i/• -I/ -%i. J" .%rf�j. r,.r ✓-' �. -, r �/,r 'i(on. 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'c •r,', :r, �. •. ;?�' ' /�` �{,"l,�',��.�,�t,r,i Y►r'J�{� �ry : t /' J , _ /,-%/ •r . �'i r - ,i J/ , / ri , >! , r,' i t 't7,_ -%i , -: i :7 , • i ' l % ; ir:r: .'t���ri�-;fig'1Y.'�3,:'�•rt�3'�V�,i�'I')-� `/' �i•'irr i/.,,/: ;i:;, rr ,r j % 1/- jj'r%::•j ,,j,' ., f. .%t ,,� ./ fj `j /%,l � • S 04 03'(��Jt` /�/,;/,��r/ ;y�11[h ;(r;,, r • • .. Ign - -20 - NORTH RFUOVF ANn nlecner nr tA. I KtNC;N UKNN SAWCl1T ANn RFUOVF ' N ` 18 _ ( _ Approximate 17 A roximate State ---® - - - - - - - - _ -HiTine Layout SAWCUT AND REMOVE � REMOVE AND DISPOSE OF � �ine Location EX PAVING FOR NEW o EX. TRENCH DRAIN �• ENTRY DRIVE JSAWCUT AND REMOVE �q,L ' Qy �• EX. PAVING � au►l alqDgo.Id -o edge pa�e�en Q t (typical) 1 � CIV � 4 � � ♦ 1v %cO4, O 9cO V ` ♦ 1 0 � , C9,L ♦ 6.L , 1 .+.0 ♦ O� _ 0- (D 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 NAL 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 Existing Conditions and Demolition Plan Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: February 6, 2003 Sheet Number SPR=1 Scale: 1 "=20' Drawn By: BDJ/CJW Checked By: MBD 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. Layout Notes SITE J Locus Map 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. s 0 10 20 40 NEW STORMWATER TREATMENT 4" WHITE PAINTED 60 NORTHAMPTON, MA 01060 N 04'47'59" E 255.00' I , ALITIA I z . aFit am s!m W 04 A k M M "W aw W W"W sm W- XW M am W ow W am ' MN 00 NP na Oft - M WA 1b 04 Im MW W nK 04 so M so M fly W old IPE W W W M W W W tPp Sb W M ati 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 CO ry IN-LINE DRAINAGE STRUCTURE ry € I SEE DETAIL 1/SPR-5 s 4" HITE PAINTED PARKING IM 1- =ETE PER MA HIGHWAY SPECS, TYP. DUMPSTER PAD � NJ uvi i 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 SEE DETAIL 4/SPR-6Zz-0 0 NEW STORMWATER TREATMENT 4" WHITE PAINTED NEW BIT CONC CURB "s 0 CONCRETE DOOR P AD I PARKING STRIPES OER 4 N CHAMBER; SEE DETAIL 6 / SPR -5 BIT CONC (SEE DETAIL P � PAVING 9/SPR-5 MA � CONCRETE BLOCK SEE DETAIL 10/SPR-5 c� ' Date: October 16, 2002 6 •, Scale: 1 "=20' Drawn By: BDJ RETAINING WALL EX. STONE WALL 24.0 5.0 8.0 8.0 8.0 8.0 8.5 8.5 8.5 8.5 4.5' 20.5 18.0 SEE DETAIL 4/SPR-6 TO REMAIN - on BIKE LOOPS 3 am low loot �• am o SEE DETAIL 2/SPR-6 (M I W 5'R L4 00 11 LIGHT POLE, TVP. ol- -* v ao I I!1n I!ln mn L ` F =z PIARRIN GN ' C) 1�+1 '[ A s �� ♦ $ s � ►O SIGNS - TC} BE DOUBLE--SiDEfl AS — - SHflWN ON THIS SHEET `�' L11 s f3F TWO, TO MEET MA HIGHWAY SPEC 1 Y SPECS , N R =� or- 12' IL 1 24' a I 0 N LD rt ; ' SEE DETAIL .11 /SPR -5 Q�X Vii; WS !?� �i 20.0' N 30'40'0" W 2I 26.89 N i5.�� " 20'R S 04'50'49" W 255.00' 2o'R I!�n �- n ► n lqn I!}n i 8.5' 8.5' 8.5 8.5' 8.5' PAINTED TRAFFIC ISLAND, TYP. BITJ CONC PAYING (SEE DETAIL 9/SPR-5 TYP THIS, ROW 60 t 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) FOUNDATION TO MEET MA HWY DETAIL SD3.013 PROVIDE 2.5' REVEAL y 3: 0 February 25, 2003 CJW 4" WHITE PAINTED NEW BIT CONC CURB "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 February 25, 2003 CJW 4" WHITE PAINTED NEW BIT CONC CURB "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=2 Scale: 1 "=20' Drawn By: BDJ rn EX. STONE WALL TO REMAIN 6 �• 0 5'R S ' I 1n li}n lion ! i:+, NLY, BOTH SIDES ' J SEE DETAIL 4/SPR-5 I� foo 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 emen o t (Ovpcol) D cu w ��jo ♦ n, c° � � o � s < o 0 J T CO Z S n rn 1% CL CIL The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 9 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 REGI si r13 NAL 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=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 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:)` -'tet': E►ti?.r1:-.K ' ...............................• ■ ' ....... . , ........................................... ................."•........................................ 1 ■ 1 __-_ ............ . •................................................................ 30 -Y----------- • .....:::.. _----------------------------�] ...... • .• .............. f 8-19 ----------------------- 8-19 ........................ ......... ............� ...................::::::::::::::::::::: '. '::......................................................................................... .......... ........................... .................. .--•••......•••••----•-•--...................................................................... SANBRI REALTY INC ..........t ............. ..............._................................................................................ , P.O. BOX 1578 ......... I ......_. ... .......... I GREENFIELD, MA 01301 - .. .. - -........................................................... .......... ''` ' • - t ••..� ......• .. ............................................................. Y. ......... .■.......... . ........... . . .......... ............................... ............._.. ................ ^, ................. . ........... . .........I. ..•.............. ............................................................................................. _ .. - 1 . .. .. .. - ......... ...... ...... ...... •....._....... .... ..... oZ� � `` ----- --- --- ----------- 120 ----------- ---------- - ' Z-1 ' 141 -- 'oo 1 .. .................. 1I I 0D 107 108 106 M --- 01. ...._. f'� r , it's a01a� cN�s .. •. ... O l 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' - GRAVEL �� 1 12 _ INFILTRATION ' =■O » TRENCH; SEE DETAIL 2/SPR-5 NEW C8 #1 . 12 PERF HDPE - 101.33 BC I M = N NEW 150 WATT MH ''•R 101.90 �■ -.- ;x...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 3 �tsV ' O fs 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' ■ in r----- I!>}n I110** ■ 20 NORTH KING STREET FIN MATCH INVER PIPE FROM 0 _ t S 1 i ' ; E F s I �.--------------------------- 101.33 BC ■ 101.83 Tc , .BUILDING K �t �,� yjr ice, ■ s '• S� 1 ■ , �, O 2'--0" ; �$ 101 ELftf0__ •� £Y ` °o } NEW STC # 1 f >ho 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 85 LIF 0} 10i EL�z554. n n' f i n - - l!}n ®19 BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION=102.42' (ASSUMED) a�Y1 .67 100 _-- I!4n I!}/t- 1 7-- - - - - - MATCH EX. PAVEMENT WITH SMOOTH LINE AND GRADE 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 ■ ■ ■ ■ • i 1.17 B 101'.67 TC K „ • � 11 u eel 1.33 BC W- W: m J 1NJ101 ' -109 r x-108 . 107 106 1105 ■ r+ '-104 1: i X103 ■ 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 Cy EXIST. CB CD INV IN (ROOF =96.50 'LO RIM=97.9 DINV OUT=94.70 BG INV IN SEE DETAIL 5/SPR-6INV 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,id INV IN=94.6 6" ORIFICE=97.2 4" ORIFICE=98.4 edge paverne 12" I INVOUT=94.6 , o ht (typical) 101 O �s oe s ti p, s O ` 49 < o�� o \ ♦ os 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 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com MARK B. X15� o DARNOLD CIVIL No. 32459 to S�4NA 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=3 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. 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 'compacta' Compact Japanese Holly 15"-18" KL 2 Kolmia latifoiia Mountain Laurel 2-2.5' Ht. PF 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 rCno 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�191 419: 419: 4 PF r s€fit 227 YM N r r 1 AG 2 IC 000 R", 1 KL I 5 �zF-� E 20 SCC I ar {i•y 8 2� 'her 3 { 'e+ f f `5 � '.e � 4 }YY.� S 3 ` . C� Y� i� �5'• � � � C�y -F `� � ..i � « * _ �;- _ �_ yid `" :rL > as -� " 1 O AW i N V FIN FL EL= 1 -i..: `2+_ `7.r_ �t� h` _,.. .- _ .s .'c'a;f. $ 7�:E, • �i. €e 1 r) l!1n - - -20 - - - NORTH edge Pave,.�ent (tY ; P cal) 17 Approximate State -9 - - , --Highway Layout Line Location 00% ♦ O ♦ �G�♦ '�♦ SD�T ti 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 NOHU S NOGA/y TT, N ��%1 9 �F _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 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 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 1 ADS Drainage Structure PR -5 Not to Scale 1"x 4" FIRST GRADE CEDAR TRIM 6"x 6" PRESSURE TREATED HINGES 1 "x 6" CEDAR SIDING TO MATCH BUILDING EXTERIOR 2"x 4" PRESSURE TREATED lizz 11 Il. Ili 111_ II. IIT II_ II II. ILII Ili.-' II_ I II_ I Ili RIF III IIIII IIIII IIIII IIIII l�lll II—IIIII— III11—IIIII �=�' IIIII II_ =11111=IIIII �Illl _� III IIS III II -11111 v=��: li titi1— ►III =IIIII= � •= IN_- —111 II l CONCRETE FOOTING IIIII= dL • • — 3000 PSI II II 1 —11111' Ilrn UNDISTURBED OR --� — _ COMPACTED SUBGRADE 6 II II ° _- 1111 - =111=111= NOTES 1. WOOD TO RECEIVE 2 COATS ENAMEL TO MATCH BUILDING. SUBMIT SHOP DRAWING. 5 Wood Trash Enclosure PR -5 Not to Scale 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� da ° a e a ° d a ° e i d ° e ° e a, o �0OQDho 08 0 N oOaOo � O o P ° ° aC0qoo pO0o0oo III COMPACTEDO O O0 Q ill II GRAVEL BASE,0 06o0 O00 ,l_ 95% MIN. DENSITY 0O H IIIII 1 IIIJIJ ufl:�I�J=N=SII=1�-��- II —1 I I —III I=III 1= III I=III I=III 11—IIIII=III 11— III IlzlllUNDISTURBED OR COMPACTED SUBGRADE NOTE: SEE PLAN FOR SCORING & EXPANSION JOINT SPACING 8 Concrete Dumpster Pad PR -5 Not to Scale 2 Infiltration Trench PR -5 Not to Scale 12" SELF LATCHING THUMB LATCH 1= II I CONCRETE FOOTING 3000 PSI UNDISTURBED OR OMPACTED SUBGRADE II 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'HZ=1 III I I , .5" 0 0 00 � oo 0° �( o 0 o q0T) 00 12" II poc�6,::>o d�0 00_° _ `�� _ III I=I=1=1=I=I=1= 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 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 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 0 o • TOP OF RISER 4'-0" DIAM. TYPICAL 5" ORIFICE 12" HDPE \ 6" ORIFICE 3 Outlet Control Manhole PR -5 Not to scale STD. CATCH BASIN FRAME AND GRATE ADJUST TO GRADE WITH BRICK NOT MORE THAN 12 8,. a " 6"0 OIL 30 a CLEANOUT -� 6' a — 72" 7' VARIES -�--- INSERT INLET WEIR 1.8" 16" ------ OUTLET - RUBBER GASKET - PER ASTM C 443 OUTLET CONNECTION DETAIL 6"0 ORIFICE i PLATE 71 DROP TEE MIN. INLET PIPE 24"0 DROP a OUTLET PIPE ° 811 SEE NOTE #2 i i VARIABLE 0W 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 IEE 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 -64 da d = 11= 4" CONCRETE N ° Id a a • • aUl:�9�111 4000 P.S.I. Q --d- °---.--..i__---.-->,--------- ----. ........ WITH 6"6"x10/10 N d° ea ♦ a a, ° ° a SII =IIIII WIRE MESH (J 00�D 0 8 0 � 1IIiI OCb 00OO000 o O =IIIIIIIII1 DI1 goo°Q0 O0 O 0I=� COMPACTED 0 0 0OO GRAVEL BASE,O Ooo 95% MIN. DENSITY o 0006 OoQQ6 o IIIII 1 I 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 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 fr r w Q O o U g % Op Qo C) oO 0 o O� 00 U U� O CEMENT CONCRETE O oO. 3000 PSI 0 pOQo �4 �4CO 0 O o 8 '�°`'= x`r Q COMPACTED GRAVEL = O ( O gO�• BASE AND BACKFILL, NI ° 95% MIN. DENSITYIII gill 11 O 0UNDISTURBED OR 11=u _ _ COMPACTED SUBGRADE 6" 1, AS 6" MIN. SPECIFIED MIN. 4 Granite Curb PR -5 Not to Scale BIT CONC PATCH 4• BIT CONC BASE 1-112" BIT CONC BINDER 2" BIT CONC TOP COURSE SAWCUT PAVEMENT TYP. 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 The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF M.gSs9c MARK B. C) DARNOLD C' CIVIL "' No. 32459 A'Petco ST NAL 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 Amended Site Plan Review Submission Revisions I11II II11_II a d ae ° ae a aead a III I1- " 12 MIN. AT PAVED AREAS W a d' a ° III II I II 1• a G ° ♦ a 1 ILII �j — I III I II °< II YELLOW HIGH VOLTAGE TAPE I I l a a , = 6, 2003 MARKER TO RUN CONTINUOUS Scale: Not to scale III II — III III ° 11— WITH ELECTRIC UNE/CONDUIT o ♦4" ° IIIII— ° ° CONTROLLED DENSITY FILL I_ IIII ` a ez °° d ° IN CONFORMANCE WITH III II ° a ° d ° MA HIGHWAY SECTION M4.08.0 IIIII_ a Q ° ° a ea II --IIIII a da * MIN. COVERAGE REQUIREMENTS: Z 4 a SEWER 4'-0" MIN. W IIIII e d ss ad WATER 5'-O" MIN. v . , . a IIIII_ UNDERGROUND SERVICES I ° ° ♦ III 11 J &GAS 2'-6" MIN. W IIIII d I w� W F NOTE: ENTIRE PIPE LENGTH MUST I) I I== D/2 ° o =III II M BE FIRMLY SUPPORTED. O° 0° °o° goo 006 w 00 ggo 0 0 0� O o HAND TAMPED BEDDING II I I n()0 0 R 0 0�o in � �f v �o o o (HAUNCHING) —1111 —1111 =1111 —11 =IIIII D + 2'-0" FIRM SUBGRADE 3'-0" MIN. 7 HighwayEntrance Trench Detail SPR -S 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 The Berkshire Design Group,lnc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF M.gSs9c MARK B. C) DARNOLD C' CIVIL "' No. 32459 A'Petco ST NAL 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 Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: February 6, 2003 Sheet Number � Scale: Not to scale Drawn By: BDJ/CJW Checked By: MBD 12" RESERVED PARKING .08" ALUMINUM PANEL BOLTED TOP & BOTTOM WITH 1/2"X3- HOT—DIPPED /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 FINISHED GRADE LOAM AND SEED CONCRETE FOOTING, 3000 PSI 25"f MATERIAL VARIES SEE PLAN BIKE LOOP SEE SPECIFICATIONS IIIII �$ I�III_IIIII—IIIII�II11 _III11_ •- ,��=r ' _III { IIIA. VIII VIII III1I— M !II ;��. �I�III=11111 =1111= .4 _ CONCRETE FOOTING — , 1111111 -III II , • 1� ISI 3000 PSI III I I • III II = NOTE: = a = IIS 1111 INSTALL AS PER III II 11 ISI T1 Fil _ MANUFACTURER'S _ III I DIRECTION e • = 1= UNDISTURBED OR 12"—III11= COMPACTED SUBGRADE FINISHED GRADE ---------------------------------------------------------------- 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 '`t"^ AROUND SUBDRAIN _ h . f y - E E-. �II11=— 6 PERFORATED PVC SUBDRAIN FILTER FABRIC; 6" PERFORATEI AROUND SUBDRAltj • • ••• �• • �•• i ••�•. ••�•. ••�•. ••�•. ••�•. ••�•. •. •. •. •. •. •. •. •. •. �• 1 :FILTER FABRIC •� • •. • FA//////�/j��/ VAAIN////��i�//////�������I Ir:=:ti::::rf ;r i���// • • - . 1 Handicapped Parking Sign 2 Bike Loops r3 PR -6 Not to scale SPR -6 Not to Scale SPR -6 CAP UNIT, ADHERE TO c \ TOP UNIT PER MANUFACTURER'S ��//\�j�� III — INSTRUCTIONS n.. EVERGREEN t490 MODULAR CONCRETE UNITS g�`csc� AS SPECIFIED 0 // `d-008 �� \ GEOTEXTILE FABRIC a� ����/\� ��/�\/ PER MANUFACTURER'S � o Q o > y"` 8 ° / \/�/\/� INSTRUCTIONS CUT & REMOVE s; �\ NN TOP \� �/ TOP 1 3 OF BURLAP �1 \0/EXCAVATION LIMIT COMPACTED 3/4 STONE x oo y ff 4ci:8 \/� j/ //// / / COMPACTED NATIVE Ilu� MIN. < t 00 ��/ �� SOIL BACKFILL L�-EM I� — 4 PERF. PVC SUBDRAIN �� 1 (PERFORATIONS DOWN) 0 �I III 0 C� $ TWO COURSES TO BE Ooon O 000 0 // / PLACED BELOW GRADE C)06�p°a \/\\� 1 I=� I= I III=111LI�L= I I1=111L= 000 COMPACTED GRAVEL LEVELLING PAD �41!V-1W IIIII= IIIIII X1111=i1i�l� IIII III 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 1I PER MANUFACTURERS INSTRUCTIONS DECIDUOUS ALL DEAD RUBS. DEAD CANE DECIDUOUS MULCH – 4" MIN. DEPTH 4" SAUCER r WEED PREVENTING PERFORATED POLY–FILM FERTILIZER ROOT PACKET, 2 PER SHRUB, 6"-8" DEEP, PLACED AS I ROOT BALL IS BACKFILLED PLANTING SOIL EXISTING SUBGRADE Not to Scale GALV. WIRE OR CABLE. -2 PER TREE MIN., EQUALLY SPACED 1/2- I.D. REINFORCED RUBBER HOSE BLACK RUBBER HOSE W February 25, 2003 CJW 12 GAUGE GALV. WIRE CABLE 3 GUYS AT 120' SPACING 0 = Y SAFETY FLAG 0 Q Date: February 6, 2003 _ V) Scale: Not to scale Drawn By: BDJ/CJW _SPR= Checked By: MBD r TURN BUCKLE M N N i4 TREE WRAP MULCH 4" MIN. DEPTH 4" SAUCER _ FINISH GRADE WEED PREVENTING MME r r PERFORATED • K1/3OF BURIAPul & REMOVE O • 11 I1RI —k IV PLANTING SOIL Z-1 loll � III�_III�= 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 IVI1= 4.5_�=� I� II= 12" I IIIi1 HDPE OUTLET 0 03 • •. • •. •i •. • •. • •. • •.[.�.?•`i ,� •. • •8 COMPACTED GRAVEL �'�1 .!� ..•� I I=1 I ••�1�! UNDISTURBED OR COMPACTED SUBGRADE AS PSLOPE ER 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 6" REVEAL 12.1 AX o - M CURB TRANSITION Curb Ramp, Typ, Not to Scale 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 The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF ,yg3s�c MARK B. �Gj o DARNOLD CIVIL No. 32459 4> 1 ST ER�\��� SO'ONA 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 Amended Site Plan Review Submission Revisions February 25, 2003 CJW Date: February 6, 2003 Sheet Number Scale: Not to scale Drawn By: BDJ/CJW _SPR= 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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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 MgSsgc MARK B. o DARNOLD CIVIL `n No. 32459 �£GI ST ERS .c This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape e ar chute t or civil engineer employed 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=1 Scale: 1 ”=20' Drown By: BDJ/CJW Checked By: MBD 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 , 20' 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. Layout Notes SITE Locus Map 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. STRUCTURE; SEE DETAIL 1/SPR-5 0 0 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 5i LANi:fit,'aFAi B:ii-!`h , a dF." 3 Er f 3V aW WA PA`.h sem. R'&°. W W W IIS W, W W W W. '. . �F �: a3? ;533 �"} 9$: � !� �$ � � 8!1F 49E � �T !� �" » >k• � � � �! � Rs! !!�F fRfi ` � I � 1 I 1 ' 8-19 I SANDRI REALTY INC Y P.O. BOX 1578 GREENFIELD, MA 01301- 00 I W � I I Icy 1 II 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. CONETE DUMPSTER PAD SEEDT IL8/SPR-5 11.7WOODCLOSURE WITH I GATE; S DETAIL 5/SPR-"0 co0 I 9.0' 5'R 1 ' NCRETE BLOCK TYP THIS ROW I RETAINING WALL ,�� NEW STORMWATER TREATMENT » PR -6 ' 20 -1 t /SEE DETAIL 4/S � 0 BIT CONC PAVING CONCRETE DOOR PAD d CHAMBER; SEE DETAIL 6/SPR-5SEE DETAIL 9/SPR-5 N SEE DETAIL 10/SPR-5 OC I ' 24.0' 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 f'ONCRETE PAD; SEE DETAIL /SPR -6 AND 10/SPR-5 4.0 r. 1 ' 1 I O I 1 I I I I I I � I I I I I QD SEE DETAIL 11/SPR-5 0 10 20 40 60 STRUCTURE; SEE DETAIL 1/SPR-5 0 0 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 5i LANi:fit,'aFAi B:ii-!`h , a dF." 3 Er f 3V aW WA PA`.h sem. R'&°. W W W IIS W, W W W W. '. . �F �: a3? ;533 �"} 9$: � !� �$ � � 8!1F 49E � �T !� �" » >k• � � � �! � Rs! !!�F fRfi ` � I � 1 I 1 ' 8-19 I SANDRI REALTY INC Y P.O. BOX 1578 GREENFIELD, MA 01301- 00 I W � I I Icy 1 II 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. CONETE DUMPSTER PAD SEEDT IL8/SPR-5 11.7WOODCLOSURE WITH I GATE; S DETAIL 5/SPR-"0 co0 I 9.0' 5'R 1 ' NCRETE BLOCK TYP THIS ROW I RETAINING WALL ,�� NEW STORMWATER TREATMENT » PR -6 ' 20 -1 t /SEE DETAIL 4/S � 0 BIT CONC PAVING CONCRETE DOOR PAD d CHAMBER; SEE DETAIL 6/SPR-5SEE DETAIL 9/SPR-5 N SEE DETAIL 10/SPR-5 OC I ' 24.0' 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 f'ONCRETE PAD; SEE DETAIL /SPR -6 AND 10/SPR-5 4.0 r. 1 ' 1 I O I 1 I I I I I I � I I I I I QD SEE DETAIL 11/SPR-5 N TWO SIGNS TO BE DOUBLE --SIDED AS _ y SHOWN ON THIS SHEET; ONE SPACE lb Z 00 MANHOLE; SEE DETAIL 3/SPR-5 _ r 00 N PROVIDE 2.5' REVEAL 0 I DF TWO; TO MEET MA HIGHWAY SPECS N _ £ 7.2' 16, 2002 U11 0 Drawn By: BDJ O ADS DRAINAGE STRUCTURE; SEE DETAIL 1/SPR-5 0 0 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 5i LANi:fit,'aFAi B:ii-!`h , a dF." 3 Er f 3V aW WA PA`.h sem. R'&°. W W W IIS W, W W W W. '. . �F �: a3? ;533 �"} 9$: � !� �$ � � 8!1F 49E � �T !� �" » >k• � � � �! � Rs! !!�F fRfi ` � I � 1 I 1 ' 8-19 I SANDRI REALTY INC Y P.O. BOX 1578 GREENFIELD, MA 01301- 00 I W � I I Icy 1 II 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. CONETE DUMPSTER PAD SEEDT IL8/SPR-5 11.7WOODCLOSURE WITH I GATE; S DETAIL 5/SPR-"0 co0 I 9.0' 5'R 1 ' NCRETE BLOCK TYP THIS ROW I RETAINING WALL ,�� NEW STORMWATER TREATMENT » PR -6 ' 20 -1 t /SEE DETAIL 4/S � 0 BIT CONC PAVING CONCRETE DOOR PAD d CHAMBER; SEE DETAIL 6/SPR-5SEE DETAIL 9/SPR-5 N SEE DETAIL 10/SPR-5 OC I ' 24.0' 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 f'ONCRETE PAD; SEE DETAIL /SPR -6 AND 10/SPR-5 4.0 r. ' O NEW BIT CONC CURB Y SG � >�t d P i�INC it`` E�t VA tiV1►Y SPEC; N I4 SEE DETAIL 11/SPR-5 TWO SIGNS TO BE DOUBLE --SIDED AS _ y SHOWN ON THIS SHEET; ONE SPACE lb E SIGNED'V' k1 CESStBf.E" MANHOLE; SEE DETAIL 3/SPR-5 _ r o PROVIDE 2.5' REVEAL 0 I DF TWO; TO MEET MA HIGHWAY SPECS 'o _ £ 7.2' 16, 2002 Sheet Number SPR=2 V S tz Drawn By: BDJ 1 4" WHITE PAINTED 1 Q PARKING STRIPES OER MA I r ' SEE DETAIL 10/SPR-5, `l 01,1 000� 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 :VIS 24' 6' 9.0, -5 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. �6,•, 20.0' N 30.40 O , 2g„ Vii 26.89 7, w N 5.,� ` 20, 10 4' i 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 foo 1 1 1 1 1 1 1 1 1 1 1 1 1 105.1 Ll 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 I4 SEE DETAIL 11/SPR-5 LIGHT POLE, TYP. 0 FOUNDATION TO MEET MANHOLE; SEE DETAIL 3/SPR-5 MA HWY DETAIL SD3.013 o PROVIDE 2.5' REVEAL 0 I L/)_o �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 edge pave,�en o t �typrcol) cD w - °s ` 49 of O ` oe o \ �` 006- CIL °oa J Q 00% ` _ 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 --o �£GI ST ERS.•, 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 edge pave,�en o t �typrcol) cD w - °s ` 49 of O ` oe o \ �` 006- CIL °oa J Q 00% ` _ 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 --o �£GI ST ERS.•, 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 W. +lfe►• >l ' - - IF i 1 1 i - ap,a 30-m4 *x X+ W aas i� 4m m 0--M M Awa W, No 10 M on W WAM M NA ow .......... - • 1 ...'_- ........... ............... ... ...................._.........................................._............................... '. --------------------------------- 130 I ....... ---_----------- ------- --- .................... : 8-19 ......... ............. ................................................_.......... SANDRI REALTY INC ....._..... ......................-_..........................:::._........................... � P.O. BOX 1578 .......... I .... ............................................ GREENFIELD, MA 01301- ............... ;- ..................................................................................................................................... ........ .... ..... .............. • . ....................................................................... .......................... , ..................... ............... r I ....... ............... .............................. ............ .................. ............................................... .. ..-• 1 I .. ... ..... ...1.... • ............... .................................................................... I ___-- -------------------- .............. ... oZ� -120 1 � __--------------_ ' I ----- - ------------------------------ ---- 1 - 11 it 15 opo_ I' - ..... i i• .. ................�.1. .... Co - 0o I .............. . .. ..... �. 1 00 N - 1 I ............. 109 N - - . . - ..... 107 108 . k... �ti.._,. 106 M 105 Q s: .. .........1 4 ` I ••0 0 o - - '103 A W.J,�q TIC --_ O •• 10" HDPE• ;,,� ..,�• •.... • ... NEW CB #2: .:®- ' 12" PERF HDPE � N 113 RIM=100.50 •• 90' 0 0.0% 12" PERF 0 ■ " HDPE K 12 • PERF . NDPE- 1 12 INV OUT=98.00 -: % ••% a 4�' �.O:a�. ! ' = GRAVEL INFILTRATION 69' ®0.0� I 1 TRENCH; SEE DETAIL 2/SPR-5 NEW CB #1 2■ O 1 " 2 PERF HDPE• 1 _ 101.33 BC N■� '• ! NEW 150 WATT MH RIM=101.90 1 2.2' 0 0.0% 101.83 T INV OUT=97.75 tr. 111 ' WALL PACK LIGHT; SEE • • = I ARCHITECTURAL DRAWINGS L k 4 •`f { 102.(r) ■.110 10 7 109 S'f ; Y ➢i J�,'� . Y •?0Vf i/�I' �� y`f�< £.,. ( s 1 108 I ; l k • f {` f t.1TCH INVERT OF . 6" o _ _ oma' =4 tia l ;PIPE PROM j---- --------------- - 107 ON c- -----------_ ' SEE ELECTRICAL DRAWINGS NEW 1 1/2- DI WATER SERVICE TO MEET ; TX NORTHAMPTON DPW SPECS I � S 0 ll�n 20 NORTH KING STREET } 5 CHAMBER :Y •UNDERGROUND SEWAGE z OiSPOSAI SYSTEM F . r,.. w s...•-..irw Vtl fYi1-.--:Vli_ '� :., .. . N UNDERGROUND SEWAGE , POSAL SYSTEM �? 10 J- 44!E U-. Bio �-Q w -■ J BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION=102.42' (ASSUMED) 019 1 a 1.33 BC '■ 101.83 TC 1 ' � •Ns 101.41, BC s 1 fin• ' 1a1.41' //' O,� ■ ``` i NEW STC # 1 ; I i01.41 ec RIM=100.25 •`� F t INV OUT=96.65 Ai 101.33 -10-10- 10 _.._.. +101.17 � • . 11 10 6" DPE i 1 1 .17 B -� 10}.67 TC u 85 LF O 1.e 101.33 '' **1 1.33 Igo I SOON" 001 101- --------- 99- li4n i 1.5% 91!}n 1!4n / -1 y - ... -EX-CEED279- =RE IN _ ANY DIRECTION MATCH EX. PAVEMENT WITH SMOOTH UNE AND GRADE Il� �J IQ I I I I 1 1 1 1 1 1 1 1 1 1 1 ----- 18 18 HDPE 12 LF 02.079 18" HDPE 13 LF 02.0% EXIST. CB io 0 v 0 CT 0 RIM=97.9 INV INAPPROX. =94.1 (D INV IN APPROX.)=94.1 INV IN=94.1 INV OUT (APPROX.)=93.9 aull algo� 106 105 ' r} '-104 L(D 103 0 1205: ,02 1 :C- 10 February 25, 2003 CJW 17 Approximate State - - - - - - 6) - -v --Highway Layout ME NEW 18' x 20' UNDERGROUND /0 DETENTION STRUCTURE 0' INV IN (STC #1 =96.30 INV IN (TRENCH =96.40 ME "gyp % INV OUT=94.70 SEE DETAIL 5/SPR-6 6, 2003 Sheet Number R=3 Scale: 1 "=20' NEW OUTLET CONTROL MANHOLE _ Checked By: MBD RIM=101.1 INV IN=94.6 6" ORIFICE=97.2 1 � N 113 RIM=100.50 •• 90' 0 0.0% 12" PERF 0 ■ " HDPE K 12 • PERF . NDPE- 1 12 INV OUT=98.00 -: % ••% a 4�' �.O:a�. ! ' = GRAVEL INFILTRATION 69' ®0.0� I 1 TRENCH; SEE DETAIL 2/SPR-5 NEW CB #1 2■ O 1 " 2 PERF HDPE• 1 _ 101.33 BC N■� '• ! NEW 150 WATT MH RIM=101.90 1 2.2' 0 0.0% 101.83 T INV OUT=97.75 tr. 111 ' WALL PACK LIGHT; SEE • • = I ARCHITECTURAL DRAWINGS L k 4 •`f { 102.(r) ■.110 10 7 109 S'f ; Y ➢i J�,'� . Y •?0Vf i/�I' �� y`f�< £.,. ( s 1 108 I ; l k • f {` f t.1TCH INVERT OF . 6" o _ _ oma' =4 tia l ;PIPE PROM j---- --------------- - 107 ON c- -----------_ ' SEE ELECTRICAL DRAWINGS NEW 1 1/2- DI WATER SERVICE TO MEET ; TX NORTHAMPTON DPW SPECS I � S 0 ll�n 20 NORTH KING STREET } 5 CHAMBER :Y •UNDERGROUND SEWAGE z OiSPOSAI SYSTEM F . r,.. w s...•-..irw Vtl fYi1-.--:Vli_ '� :., .. . N UNDERGROUND SEWAGE , POSAL SYSTEM �? 10 J- 44!E U-. Bio �-Q w -■ J BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVATION=102.42' (ASSUMED) 019 1 a 1.33 BC '■ 101.83 TC 1 ' � •Ns 101.41, BC s 1 fin• ' 1a1.41' //' O,� ■ ``` i NEW STC # 1 ; I i01.41 ec RIM=100.25 •`� F t INV OUT=96.65 Ai 101.33 -10-10- 10 _.._.. +101.17 � • . 11 10 6" DPE i 1 1 .17 B -� 10}.67 TC u 85 LF O 1.e 101.33 '' **1 1.33 Igo I SOON" 001 101- --------- 99- li4n i 1.5% 91!}n 1!4n / -1 y - ... -EX-CEED279- =RE IN _ ANY DIRECTION MATCH EX. PAVEMENT WITH SMOOTH UNE AND GRADE Il� �J IQ I I I I 1 1 1 1 1 1 1 1 1 1 1 ----- 18 18 HDPE 12 LF 02.079 18" HDPE 13 LF 02.0% EXIST. CB io 0 v 0 CT 0 RIM=97.9 INV INAPPROX. =94.1 (D INV IN APPROX.)=94.1 INV IN=94.1 INV OUT (APPROX.)=93.9 aull algo� 106 105 ' r} '-104 L(D 103 0 1205: ,02 1 :C- 10 edge Paveme CT nt �tYpicoo 0 rn rn w ori •a � � ` QUO' t ti moo, < It v �`� 0 CDs 0 a C1 4" ORIFICE=98.4 12" ORIFICE=99.0 INV OUT=94.6 eon 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�ZN DF MgSs9c MARK B. X1:6) o DARNOLD CIVIL L' No. 32459 RFGI 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 R=3 Scale: 1 "=20' NEW OUTLET CONTROL MANHOLE _ Checked By: MBD RIM=101.1 INV IN=94.6 6" ORIFICE=97.2 edge Paveme CT nt �tYpicoo 0 rn rn w ori •a � � ` QUO' t ti moo, < It v �`� 0 CDs 0 a C1 4" ORIFICE=98.4 12" ORIFICE=99.0 INV OUT=94.6 eon 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�ZN DF MgSs9c MARK B. X1:6) o DARNOLD CIVIL L' No. 32459 RFGI 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 R=3 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 CUT & REMOVE TOP 1/3 OF BURLAP ft QTY LATIN COMMON SIZE NOTES AG 2 Acer griseum 0 10 20 40 60 DECIDUOUS MULCH - 4" MIN. DEPTH 4" SAUCER WEED PREVENTING PERFORATED POLY -FILM FERTILIZER ROOT PACKET, 2 PER IJIEE SHRUB, 6 -S DEEP, PLACED AS R ROOT BALL IS BACKFILLED III PLANTING SOIL IIIV AN ` ;;�-�;�; � IS I IIArm, ��1��1= �II�III- NOTE: PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS. REMOVE ALL DEAD CANE. 1 � Shrub Planting, Typ. PR -4 Not to Scale N_�,I x N = N EXISTING SUBGRADE GALV. WIRE OR CABLE. -2 PER TREE MIN., EQUALLY SPACED 1/2- I.D. REINFORCED RUBBER HOSE BLACK 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 PERFORATED POLY -FILM CUT & REMOVE TOP 1/3 _ OF BURLAP — IIS PLANTING SOIL EXISTING SUBGRADE �i�I�i1=IYl�1��1 �IIIII—III�� =Z 00� 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 NORTHAMPTON, MA 01060 ------------------------------------------------ N 04'47'59 E 255.00' — 1 I ' I s+�v� �a�s; ns�l�s� s�-.� �c ������a�t�r<�-s��r����a�=r.����a.-s-��: ��:�,. �*���s ��a�•�� e�t� �: ����+�+���€��s+�t���s+��_�s� I I� 1 I I � 1 I 1 1 I � � 1 1 1 I SEED SLOPES WITH goo z CONSERVATION MIX, TYP. cr I 100 11 00 N ►v I SEED SLOPES WITH CONSERVATION MIX, TT?. SEED SLOPES WITH ' r CONSERVATION MIX, 1W N ar A 1 AROG J I� � N un i o I � � I � 1 � 1 ' 3 CF 1 Y 1 `LOAM AND SEE 4 PF r i 4� ae4*sJ z� £ f1 L 127 VM .a F 1 sK �6w 1 AG �r 4 T, 000 ti°ate? �1 ; E Si4 1 VRI-T;_-t35��ic�3 IC 1 fi. } r3T /JQ]1`}_-�� /(J�JL}'�� x y f= 54 SCC ° Y.igj : f 3> s fi Y f Zr ICD .�.+ 20 SCC -� NORTH KING STREET I I 1 1 1 1 1 1 Plant List 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. IC 5 Ilex crenate 'Compacta' 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 P°ve,�ent (t o yP�COi� rn 0 w N�jo 5-19 SANDRI REALTY INC P.O. BOX 1578 GREENFIELD, MA 01301- 17 Approximate State -9 - -*4v- - Hihway Layout ♦ Line Location /O O ♦ �G ♦ ♦ The �- Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com 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 ns ry 25, 2003 CJW , 2003 r CJW Date: February 6, 2003 Sheet Number � SP 4 Scale: 1 "-20' Drawn By: BDJ/CJW Checked By: MBD FINISHED GRADE MATERIAL VARIES SEE PLAN 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 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 1"x 4" FIRST GRADE CEDAR TRIM SPR -5 Not to Scale 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/L6 14 • 46 d d° ° • ° • , 4 � ...�..a..«..«...A.«»«.s«..«.. a •.«..«..«..« «..a ..«..«.. z d• ° 4 ° °j 0 Ob ° �O o b=N o0 000 O V - o fo0o�0o0 0I111=:=- 0 III COMPACTEDo0 000O 0 ill II GRAVEL BASE,O Q O� �O O 0Qo III = 95% MIN. DENSITY 0 0 0 n8 0 boo 0 0 ill 11 II F— IJ IJ IJ q IJ IJ 11111 IJ I='� IJ 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 t"x 6" INSIDE 2"x 6" OUTSIDE HINGES HINGES 2 Infiltration Trench PR -5 Not to Scale SELF LATCHING THUMB LATCH 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' 1.5" 11 1111111111111111111111111111111 1111111111I C) Q\Q�� ° � Q° O = 12" p� po 006 O 0° C.>14 00 o v I I I 1=1=1=1=I=1=1= I—III I= I►I II—I►I II—III II—III II—I►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 8, )00ff o � � O • ,4 , 0 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' A I 72" 7' VARIES I- - VARIABLE ------ INSERT ---- DIA. INLET WEIR I OUTLET 18 16 6 0 e ORIFICE T PLATE I i RUBBER GASKET PER ASTM C 443 71" DROP TEE MIN. INLET PIPE24"0 DROP • OUTLET CONNECTION DETAIL OUTLET PIPE ° 8" 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 N • °° a° ° = = I 4" CONCRETE • 111I�II�II 4000 P.S.I. WITH 610x6"x 10/ 10 C.I ° • ° ° • WIRE MESH III -1J (Y � 0 S O Q 0 Iu ►� O Cb 0 o III 0I 0 0°0 °°q00 o� 0 _0 08� O o 0Q 00 0 —II IIIIII►III COMPACTED OoQ III II GRAVEL BASE,0 �oIOb-0 95% MIN. DENSITY ooO�°oo �— — — :_— I _1_ = 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 In W Fx Z' IL W w I, V) w 0 Detail Not Used BIT CONC PATCH 4" BIT CONC BASE 1 2" BIT CONC TOP COURSE -1 /2" BIT CONC BINDER SAWCUT PAVEMENT TYP. IIIII �° d <° IIIII " .4 •a ° ° d — 12 MIN. AT PAVED AREAS IIIII— II 4 • — I�III III IIIII=III °1' 6• ° •° e AP 1— 1 1 IIIII = YELLOW HIGH VOLTAGE TAPE 111IF—�� I W • •° • — ° " 4 MARKER TO RUN CONTINUOUS • II I I —III a IIII _ WITH ELECTRIC LINE/CONDUIT °� ° °• ° ea IIIII- CONTROLLED DENSITY FILL IIIII= � • IN CONFORMANCE WITH °L • ° ° a ° MA HIGHWAY SECTION M4.08.0 =IIIII ° ° °I IIII .Q ° d d • IIIII IIIII— I_ MIN. COVERAGE REQUIREMENTS: IIII =00SEWER 4'-0" MIN. I►I II• •° °d WATER 5'-0" MIN. IIIII = e ° =IIIII UNDERGROUND SERVICES �— & GAS 2'-6" MIN. IIIII44 IIIIIIIIII =I=II �) o II w NOTE: ENTIRE PIPE LENGTH M U ST 0 m BE FIRMLY SUPPORTED. M M�h OCIw °O° °o°Ggaz HAND TAMPED BEDDINGOO ° ° 810°o°O° o�0o O (HAUNCHING) ° 0on �0 o —IIII —1111 —1111 —1i — Illii D + 2'-0"FIRM SUBGRADE 3'-0" MIN. 7 HighwayEntrance 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 MDPW STANDARD CLASS I, TYPE 1-1 COMPACTED GRAVEL BASE COURSE, Illllllllltlllllllllllllllllllllllllllllllllllllllllllllllllllllllllf'Illltllllllllllltllllll - 11 Bituminous Concrete Curb PR -5 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 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF MARK B. DARNOLD -4 CIVIL No. 32459 R80IST-Y�-.� 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 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 3WIA WA 1 February 25, 2003 CJW „l% ��•IIIIIIIII „ IIIIIIIII�•�• 16 • . �. • .• Date: February 6, 2003 Sheet Number � Scale: Not to scale Drawn By: BDJ/CJW Checked By: MBD • O •i ■IIIIIIIII�I�III al1l1'IilJili�t��•�•�� • • 8, )00ff o � � O • ,4 , 0 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' A I 72" 7' VARIES I- - VARIABLE ------ INSERT ---- DIA. INLET WEIR I OUTLET 18 16 6 0 e ORIFICE T PLATE I i RUBBER GASKET PER ASTM C 443 71" DROP TEE MIN. INLET PIPE24"0 DROP • OUTLET CONNECTION DETAIL OUTLET PIPE ° 8" 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 N • °° a° ° = = I 4" CONCRETE • 111I�II�II 4000 P.S.I. WITH 610x6"x 10/ 10 C.I ° • ° ° • WIRE MESH III -1J (Y � 0 S O Q 0 Iu ►� O Cb 0 o III 0I 0 0°0 °°q00 o� 0 _0 08� O o 0Q 00 0 —II IIIIII►III COMPACTED OoQ III II GRAVEL BASE,0 �oIOb-0 95% MIN. DENSITY ooO�°oo �— — — :_— I _1_ = 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 In W Fx Z' IL W w I, V) w 0 Detail Not Used BIT CONC PATCH 4" BIT CONC BASE 1 2" BIT CONC TOP COURSE -1 /2" BIT CONC BINDER SAWCUT PAVEMENT TYP. IIIII �° d <° IIIII " .4 •a ° ° d — 12 MIN. AT PAVED AREAS IIIII— II 4 • — I�III III IIIII=III °1' 6• ° •° e AP 1— 1 1 IIIII = YELLOW HIGH VOLTAGE TAPE 111IF—�� I W • •° • — ° " 4 MARKER TO RUN CONTINUOUS • II I I —III a IIII _ WITH ELECTRIC LINE/CONDUIT °� ° °• ° ea IIIII- CONTROLLED DENSITY FILL IIIII= � • IN CONFORMANCE WITH °L • ° ° a ° MA HIGHWAY SECTION M4.08.0 =IIIII ° ° °I IIII .Q ° d d • IIIII IIIII— I_ MIN. COVERAGE REQUIREMENTS: IIII =00SEWER 4'-0" MIN. I►I II• •° °d WATER 5'-0" MIN. IIIII = e ° =IIIII UNDERGROUND SERVICES �— & GAS 2'-6" MIN. IIIII44 IIIIIIIIII =I=II �) o II w NOTE: ENTIRE PIPE LENGTH M U ST 0 m BE FIRMLY SUPPORTED. M M�h OCIw °O° °o°Ggaz HAND TAMPED BEDDINGOO ° ° 810°o°O° o�0o O (HAUNCHING) ° 0on �0 o —IIII —1111 —1111 —1i — Illii D + 2'-0"FIRM SUBGRADE 3'-0" MIN. 7 HighwayEntrance 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 MDPW STANDARD CLASS I, TYPE 1-1 COMPACTED GRAVEL BASE COURSE, Illllllllltlllllllllllllllllllllllllllllllllllllllllllllllllllllllllf'Illltllllllllllltllllll - 11 Bituminous Concrete Curb PR -5 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 9 FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF MARK B. DARNOLD -4 CIVIL No. 32459 R80IST-Y�-.� 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 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 3WIA WA 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 .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 FINISHED GRADE LOAM AND SEED aCONCRETE FOOTING, 3000 PSI A °a 11111. ° e° 00 — A e Illil= A -III 1I III11 e e A VIII_ -III 11- III i1 12" 1 � Handicapped Parking Sign PR -6 Not to Scale CAP UNIT, ADHERE TO TOP UNIT PER MANUFACTURER'S n \� jjj_ INSTRUCTIONS o ` S nx III ae ,p D C000, cA \ \ �� MODULAR CONCRETE UNITS w g AS SPECIFIED LLJ CL 0 \ GEOTEXTILE FABRIC 0 0 /��/�/�/ PER MANUFACTURER'S �''• ' 8 \\\ \\\ INSTRUCTIONS �// �//\/// //�/ EXCAVATION LIMIT -\\\�\// 12"/�// COMPACTED 3/4 STONE C00cb 8 �/ // // COMPACTED NATIVE r:3fs 00 \ j\\�/\� SOIL BACKFILL — _ — 4" PERF. PVC SUBDRAIN (PERFORATIONS DOWN) =r _11111=IIID-11111 o,�.-.pA 0018 Y;,`j TWO COURSES TO BE 0 0 0 0 00 0 / PLACED BELOW GRADE Q \ Ob �o ,,pip o -� of va / COMPACTED GRAVEL LEVELLING PAD III I I III I I II I I I II I I II I I NOTE: 1. STONEWALL TO BE INSTALLED AS III 1I—III 1I ISI 1I—III 1I—III II PER MANUFACTURERS INSTRUCTIONS 4 Block Retaining Wall PR -6 Not to Scale 25"f is M VIII ��;� . � IIIA=III 11 r`' _ • =III 11 IIII I ' •e 111 l l = NOTE: • IIIII�I INSTALL AS PER MANUFACTURER' II III �I DIRECTION _ __Il � II _III_ _ 12" 2 Bike Loop PR -6 / Not to Scale MATERIAL VARIES SEE PLAN BIKE LOOP SEE SPECIFICATIONS =VIII= ` � _11111 III�� VIII .N4� ° I�III= _ II 1 _ -,• = CONCRETE FOOTING —11111 � II III 3000 PSI III 11 � II III II 11 • ° 'III UNDISTURBED OR 11111= COMPACTED SUBGRADE 12" CRUSHED STONE AROUND SUBDRAIN 6" PERFORATED PVC SUBDRAIN FILTER FABRIC FINISHED GRADE SEE GRADING PLAN •-•----------------------------- kCCESS MANHOLES k qP is i a 11 i • '' 1 •' • % ,ZiN 1 Zfk a Jit. 111JiN 111=111= I�II� 11111=111= I�II�I11= III 11 -III II-III II -111111 -III II-III 11-111�11Ii1 4.5' 3 Underground Detention Basin PR -6 Not to Scale BITUMINOUS CONC. PAVING SEE DETAIL ACCESS MANHOLE, TYPICAL OPENING TO BE 30" 12" HDPE OUTLET �' m�l►III 'COMPACTED GRAVEL I� UNDISTURBED OR COMPACTED SUBGRADE The Berkshire Design Group, Inc. Landscape Architecture Civil Engineering Planning Urban Design Environmental Design 4 Allen Place, Northampton, Massachusetts 01080 (413) 582-7000 • FAX (413) 582-7005 Email: bdg®berkshiredesign.com Web: http://www.berkshiredesign.com OF MARK B. o DARNOLD CIVIL No. 32459 Ao0- IST 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: February 6, 2003 Sheet Number _ S R6 Scale: Not to scale Drawn By: BCJ/CJW Checked By: MBD Luminaire Schedule Project: 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 Project; 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 PR❑P 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 22X34 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.