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08-021 766 North King Street PLANS-2003Site Data S \� a S11 a y Northampton, MA 2002 Map 8 Parcel 21 \ � EVERGREEN Zoning District HB - Highway Business �\ 8 -24 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 Required BLANCHETTE LEON L & ELIZABETH 20 000sf \` 219 COLES MEADOW RD • NORTHAMPTON, MA 01060 120' , 140' \ \ \ 10' 20, 8 -62 \ / CUT do REMOVE TOP 1 3 OF BU 35 LAUREL PARK ASSOCIATION 30% LAUREL PARK BOX 2 \ NORTHAMPTON, MA 01060 Parking 1 per each 200 sf of gross floor area / 10,000 sf Bldg = 50 Spaces \ , Where the parcel adjoins a lot in the residential district a 30' landscaped buffer strip is required. The Planning PAAX RM" Y PAM RM" Y PAM RM" Y PAM RM" Y RX" RM" Y R"X RM" Y R"X PJLPA Y RX" RM" Moog - Board may allow a 10 reduction in the required width N 04 47 59 E 255.00 provided sufficient screening (wall or fence) and noise ; reduction is included. ■ 00 r I f ■ ■C 30 LANDSCAPED BUFFER ; p � t �`' � .t_;: ► r ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! BLOCK RETAINING WALL 1 ■ Irn ;= ,- , _ 1 8 -19 LJ N POLE K 1 ; o 1 LIGHT POLE LIGHT SANDRI REALTY INC 1 P.O. BOX 1578 - =-{ - -�- C' 1 0 0 NP PRECAST CONCRETE CURB 1 GREENFIELD MA 01301 -1578 r, x �, n ,t, _ > 12" RESERVED PARKING 0 1 PA -1 °liiil =liui Handicap Sign 6' WOOD TRAS C° 14 S PAC ES BIT CONC PAVING ; Y_ r rt ENCLOSURE W GATE �'P LIGHT POLE 1 t BIT CONC PAVING - _ _ _ _ _ _ AVING ■ CONC. DUMPSTER P - - - - - - - - - ----- _ ` 1 C SEE 3/L6; SURROUND 1 ■ PAD W/ 18" DEEP 14 SPACES 1 ■ I W HED ONE Gff LE 1 ■ Z 1 1 ■ 1 o cn o � 1 � 1 I i o \ 1 00 1 I ■ 1 LIGHT POLE P CAST CONCRETE U 5 ARO \ 1 ■ 00 �I LIGHT POLE 00 N 1 C 1 ry EXISTING TREES ' I u f CONCRETE WALK TO REMAIN ' 1 ■ 0 1 ■ rte 1 N .08" ALUMINUM PANEL BOLTED 1C WOOD GUARD RAIL I 1 ■ TOP & BOTTOM WITH 1 * 1 �• Ln HOT— DIPPED GALV. NUTS AND y $I.0 `IttG `� ♦ I 1 I r N v BOLTS; GRAPHICS TO BE IN `'f f' } {$� �� £ r " PRECAST CONCRETE CUR% I 1 ■ ACCORDANCE WITH U.S. D.O.T. MANUAL ON UNIFORM TRAFFIC' Y r 1 ■ CONTROL DEVICES E ICI << � 4 C 1 r a ; 3 rC 1 ■ J l.0 J LIGHT POLE 9 SP WnDIING 2 O.D. GALV. STEEL POST 1 £ f } E = LIGHT POLE TYP. ® 3 AROG N I 1 ■ _LIGHT PALE r t r : 1 � a .tey�' � - Ey}2�j � y } � ■ � yy��{{�, tft # �vpr > .- , a ih ' -, I 1 ■ ,kf VIL/Viw ._ VVI 3, I I 1 Ic r 1 1 ' £ z £ err _f-f '`. r s + -r '. M' �BOL SI GN - --'�' ` co T I P R FINISHED GRADE LOAM AND SEED CONCRETE FOOTING, 3000 PSI ADA SPEC . TAP. �R01�lDI� WALK t 3 TC i c • 1 i� 5� °'- ' � 8 SPACES �nP �I BR CONC PAVING � o 5' t {sG �xt� -xr jai -�- f <�. .� f.,' f £ -€ 1U' SETBACK /LANDSCAPED B - - FE - • 04'50'49" W 55. 0' u l n I! In ----- I i n ---- l i n I !In I. in in IlIn TO MATCH EXISTING Not to Scale BENCHMARK: TOP SPINDLE FIRE HYDRANT / ELEVATION= 102.42' (ASSUMED) NORTH KING STREET 8 SPACES UGRti~I,POLE I TYP. ■ ■� I n 3 AROG 7 AROG 1, AS �\ 3 lr/ l + I I I 1 I 1, s 1 ` 1 DECIDUOUS MULCH - 4" MIN. DEPTH 4" SAUCER WEED PREVENTING PERFORATED POLY -FILM IIu MIN.,: ` FERTILIZER ROOT PACKET, 2 PER SHRUB 6"-B* DEEP PLACED AS ROOT BALL IS BACKFILLED — M I - " ;: _ -�:. -.,� - .::� -- _ PLANTING SOIL - I� — I11 - ��• 1 = __ EXISTING SUBGRADE — 1I11�1f fl _ I NOTE: PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS. REMOVE ALL DEAD CANE. 0 I I Shrub Planting 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�sgc MARK B. o DARNOLID CIVIL C/) No. 32459 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. 2 7 NORTH KINGr STREET MEPICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: MULCH 4" MIN. DEPTH ' III ,11F� r � 3 PA -1 Tree Planting Not to Scale r� (D 0 LIGHT POLE 0 1 CIF 1 1 I ■ 5 TC a 'WINE \ GRANITE CURB Plant List 0 10 20 40 60 KEY QTY LATIN COMMON SIZE NOTES AROG 11 Acer rubrum 'October Glory' October Glory Red Maple 2.5 " -3" cal. AS 1 Acer saccharum Sugar Maple 4" cal. Sheet Number SPA-1 CAT 9 Cotoneaster adpressus 'Tom Thumb' Tom Thumb Cotoneaster 12 " -15" CF 5 Cornus florida Flowering Dogwood 2 " -2.5" cal. White Pi 4 Pieris japonica Japanese Andromeda 18 " -24" TC 8 Tsuga canadensis Canadian Hemlock 6' -8' Ht. Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LLC 1275 Elm Street West Springfield, MA 01089 Layout and Demolition Plan Revisions 11/20/02 Date: October 3, 2002 Sheet Number SPA-1 Scale: 1 "=20' Drawn By: BDJ Checked By: MBD 4" SAUCER FINISH GRADE WEED PREVENTING PERFORATED POLY -FILM CUT do REMOVE TOP 1/3 OF BURLAP PLANTING SOIL EXISTING SUBGRADE Locus Map Site Data Summary Northampton, MA 2002 Map 8 Parcel 21 \ EVERGREEN DECIDUOUS Zoning District HB - Highway Business 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 MULCH – 4" MIN. DEPTH 4" SAUCER & REMOVE 1/3 OFBI WEED PREVENTING Required BLANCHETTE LEON L & ELIZABETH 20,000sf \� 219 COLES MEADOW RD ` 120 NORTHAMPTON, MA 01060 140' 10' ; 20' 8 -62 \ 35 LAUREL PARK ASSOCIATION ; 30% LAUREL PARK BOX 2 \ NORTHAMPTON, MA 01060 Parking 1 per each 200 sf of gross floor area 10,000 sf Bldg = 50 Spaces \ � Where the parcel adjoins a lot in the residential district ` a 30' landscaped buffer strip is required. The Planning "'U&M ROM Y 'U&M ROM Y RXJLR REM Y LRLM Rl" Y RJLiX DAM Y KRiR NWA Y KNA4 MMA Y LWM LLM Board may allow a 10' reduction in the required width N 04'47'59" E 255.00' -- provided sufficient screening (wall or fence) and noise �" ■ reduction is included. ■ 12" RESERVED PARKING 1 PA -1 I i ■ ■C 30 LANDSCAPED BUFFER ■ 1 BLOCK RETAINING WALL 1 ■ 1 ■ 1 � � 1 1 ■ 0 � ; 8 -19 N LIGHT POLE LIGHT POLE 1 1C � SANDRI REALTY INC � 1 8 TYP PRECAST CONCRETE CURB 1 ■ P.O. BOX 1578 1 ,,� I GREENFIELD, MA 01301 !4 6' WOOD TRAS 9' �p BIT CONIC PAVING ; '�`- 14 SPACES ENCLOSURE W GATE 1YP LIGHT P 1 ■ _ BIT CONIC PAVING 1 CONC. DUMPSTE AD - _ 1 > 1 1 C � �� SEE 3/L6, SURROUND 1 (7 ■ ■ PAD W 18 DEEP 1 •� w HED STONE 14 SPACES OX Zf 1 o° Z I 1 Ln I / oo K \ 1 ■ LIGHT POLE P CAST CONCRETE U \ 1 5 ARID I t ■ LIGHT POLE 1 j EXISTING TREES ' 1 C11 CONCRETE W 1 I -' f 1 ALK � TO REMAlN 1 ■ °O 5 ; 'rte .08 ALUMINUM PANEL BOLTED 1C WOOD GUARD RAIL 1 ■ tQ tQ • "' G y. .7 Sy ': }y , *1 stj t.d, M t •. V t s Y ♦ • 1 C-n TOP & BOTTOM WITH 1/2 4> Y #, Y� HOT–DIPPED GALV. NUTS AND BOLTS; GRAPHICS TO BE IN T r ` t, �:, =_. 5. e ♦ I I .. PRECAST CONCRE ETE CUR I 1 ACCORDANCE WITH U.S. D.O.T. • -• ?�, � ' * „s- • .�.� } >. ■ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 4 CF > �`;; � ' ±•�c'' r ° Y tr ` � 7'X°.i�'G ":`��':;f FC C S d f'` ts+ 4i i7 f i., d � : C;, ::. ' �, .�� {5 �.� * ��•+J ` .i §'!'. 3. 343;.,•" s7�� ♦ ' ' I 1 '" .3 ' ' f • J '�� ?• i 's.7' i.tC y ' ,. - J,.v i Ld ^ is `�.r'. \ \ ■ • _ _ _ ___ _ � �� . � �is ^ - .'r�� : f `k. - � > ; 3 { ``ti tr• '" at %•: �y`L��"'•M...f��.%�' / \` 'l , ■ Y \ 1. k.. ',- Y Y P. 2 Y.T. a y i �1 t (5 '2r ldr,�T , : / ( 4x t • C •., • - t is r {` 1 .T• '- ;K y YE.y�w " ^S i ♦ / , 1 yyy+} ,{ 'S� ", JJCS f, '•' �`' k""� a +[ e •y �a 2 • ' _�' ' i ,"•� ,+��ity'.! 'FT> -yj { l � �, ; � V ,4V � •R aA f �r `.[ � .� }�.( M'•`�'�Y� �.,'.. '\ ■ .} �+.,. ` 4!" 'x ��Rt.' _� u XJi . •e: ; #. tv �'. t .� ' -,_h J/, s.. I ' ■ �;, �� ,. ,�.� - <;�� - .t . -;�:�� .� �.�'- �. , �.•. • � .., x.,...,,..,y,,.,.....; . _. ..,....�..,r,y.. , LIGHT POLE " ,r j.. - ` �c : S~ 1 a ._ ` 1. i �J <� �� i , 4 I ■ 2 O.D. GALV. STEEL POST 1 ti ` r� S , +� 1 .i fair ;asp f Y , .t..trt� ; � 4 �t, I 3 AROG LIGHT POLE TryI�. ® .,, , I 1 ■ 1 r� - 7, ' ' =,�.: x , ; s } :� I �• 20 1 • V °J, ,f _ Y,y �; fi i S1�%, t P ■ c� .• . iv= 3 � >e rA S v j. d} tir r r • '_: 1 j y; , ' ♦ ti's• � ` a ;j��,s�+. t id' ,c� `� �., r,� ✓ t� ... s fie` � " r x j - IIIIIIIIIIIIIIIII � ? fF'^Y -'f° • f y'� dk v .' . ( a � {+ > : i Tbi 1 8 1 P ' 4 "Zy c. .t ,,t 4 '' ' t'• ,, .,-_ . ' T " • f_., ' • ard_ i i ' u V � 1 9 8 SPACES 3 TC r E� 3> `` `5, Ty P I ■ o • .: :,t .�� A '� �gt;;�w ��:�5 �°`�� `,�� ''`��_ � BIT CONIC PAVING 60 • a .. x . ; ""` _ FINISHED GRADE LOAM AND SEED • 1 � : • d : ••• =III ( I II II .•' 12" Handicap Sign CONCRETE FOOTING, 3000 PSI r I!1n II�n II Not to Scale lien LIGHT PO . ;4, y f,�, ,,�, ' ,. • p,,,,` � -+a: v•''y y ci. r-` ` �3 'r,3,r"�s�,�y��c��i,'i`f ��_ - •, ` � ' Q R , : ' . 8 SPACES — . ` : �..F" ray. '..�'�. 'P . .`S' . s �'+ , ;d' -� . gx �''�. �w±�� •• J.: ; �/� I \ � G c ��R e •S`x,,F{ •>� '� i ' z pj � " <u = 4� ' W f i LIGHT POLE 0 y TYP. 1 CF 24' _ .2 _ h :ri'1'vti Y. > ".c. `�. ..:f.• j f�%`:1 '< .•.;�i:,,, r��e i "" �;zUs, -.. A n i 1 SETBAC A DSCAPE BU C FERN 5 TC ; nC Milt gU,tEt� � ■■—■. — ..■= 04'50 9" W 25 5.00' C7; r5in gutter n I! }n li }n � i n ' n Ilan ' } 0 y. II } n III l.� 7 ARO GRANITE CURB BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVA1I0N = 102.42' (ASSUMED) NORTH KING STREET Plant List NOTE: PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS. REMOVE ALL DEAD CANE. 2 PA -1 E C E � W E "I D OCT 3 2002 CITY CLERKS OFFICE NORTHAMPTON MA 01060 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:Hwww.berkshiredesign.com OF MARK B. y1 6) o DARNOLD CIVIL No. 32459 �£GIST�`� �A 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. I "16 6 NORTH KING STREET MEVICAL OFFIC COMPLEX NORTHAMPTON, MASSACHUSETTS Shrub Planti Not to Scale MULCH 4" MIN. DEPTH 4" SAUCER FINISH GRADE WEED PREVENTING QTY P E R F ORA TED PO LY-FILM PERFORATED POLY –FILM SIZE NOTES CUT & REMOVE TOP 1/3 15 Acer rubrum 'October Glory' 11 1 1 p III WE "WE WE FERTILIZER ROOT PACKET, 2 PER 01 r� EEH SHRUB, 6w- EEP, PLACED AS Sugar Maple ••• �, i '� — �I� a , • .� � CAT 9 =1. II�IT11 =1 Y1�11 - I I�1� 1111!' Ill 11�= EXISTING SUBGRADE PLANTING SO FERTILIZER ROOT PACKET, 2 PER 5 Cornus florida Flowering Dogwood 11 .I ,Il III EXISTING SUBGRAD I i ■ ■C 30 LANDSCAPED BUFFER ■ 1 BLOCK RETAINING WALL 1 ■ 1 ■ 1 � � 1 1 ■ 0 � ; 8 -19 N LIGHT POLE LIGHT POLE 1 1C � SANDRI REALTY INC � 1 8 TYP PRECAST CONCRETE CURB 1 ■ P.O. BOX 1578 1 ,,� I GREENFIELD, MA 01301 !4 6' WOOD TRAS 9' �p BIT CONIC PAVING ; '�`- 14 SPACES ENCLOSURE W GATE 1YP LIGHT P 1 ■ _ BIT CONIC PAVING 1 CONC. DUMPSTE AD - _ 1 > 1 1 C � �� SEE 3/L6, SURROUND 1 (7 ■ ■ PAD W 18 DEEP 1 •� w HED STONE 14 SPACES OX Zf 1 o° Z I 1 Ln I / oo K \ 1 ■ LIGHT POLE P CAST CONCRETE U \ 1 5 ARID I t ■ LIGHT POLE 1 j EXISTING TREES ' 1 C11 CONCRETE W 1 I -' f 1 ALK � TO REMAlN 1 ■ °O 5 ; 'rte .08 ALUMINUM PANEL BOLTED 1C WOOD GUARD RAIL 1 ■ tQ tQ • "' G y. .7 Sy ': }y , *1 stj t.d, M t •. V t s Y ♦ • 1 C-n TOP & BOTTOM WITH 1/2 4> Y #, Y� HOT–DIPPED GALV. NUTS AND BOLTS; GRAPHICS TO BE IN T r ` t, �:, =_. 5. e ♦ I I .. PRECAST CONCRE ETE CUR I 1 ACCORDANCE WITH U.S. D.O.T. • -• ?�, � ' * „s- • .�.� } >. ■ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 4 CF > �`;; � ' ±•�c'' r ° Y tr ` � 7'X°.i�'G ":`��':;f FC C S d f'` ts+ 4i i7 f i., d � : C;, ::. ' �, .�� {5 �.� * ��•+J ` .i §'!'. 3. 343;.,•" s7�� ♦ ' ' I 1 '" .3 ' ' f • J '�� ?• i 's.7' i.tC y ' ,. - J,.v i Ld ^ is `�.r'. \ \ ■ • _ _ _ ___ _ � �� . � �is ^ - .'r�� : f `k. - � > ; 3 { ``ti tr• '" at %•: �y`L��"'•M...f��.%�' / \` 'l , ■ Y \ 1. k.. ',- Y Y P. 2 Y.T. a y i �1 t (5 '2r ldr,�T , : / ( 4x t • C •., • - t is r {` 1 .T• '- ;K y YE.y�w " ^S i ♦ / , 1 yyy+} ,{ 'S� ", JJCS f, '•' �`' k""� a +[ e •y �a 2 • ' _�' ' i ,"•� ,+��ity'.! 'FT> -yj { l � �, ; � V ,4V � •R aA f �r `.[ � .� }�.( M'•`�'�Y� �.,'.. '\ ■ .} �+.,. ` 4!" 'x ��Rt.' _� u XJi . •e: ; #. tv �'. t .� ' -,_h J/, s.. I ' ■ �;, �� ,. ,�.� - <;�� - .t . -;�:�� .� �.�'- �. , �.•. • � .., x.,...,,..,y,,.,.....; . _. ..,....�..,r,y.. , LIGHT POLE " ,r j.. - ` �c : S~ 1 a ._ ` 1. i �J <� �� i , 4 I ■ 2 O.D. GALV. STEEL POST 1 ti ` r� S , +� 1 .i fair ;asp f Y , .t..trt� ; � 4 �t, I 3 AROG LIGHT POLE TryI�. ® .,, , I 1 ■ 1 r� - 7, ' ' =,�.: x , ; s } :� I �• 20 1 • V °J, ,f _ Y,y �; fi i S1�%, t P ■ c� .• . iv= 3 � >e rA S v j. d} tir r r • '_: 1 j y; , ' ♦ ti's• � ` a ;j��,s�+. t id' ,c� `� �., r,� ✓ t� ... s fie` � " r x j - IIIIIIIIIIIIIIIII � ? fF'^Y -'f° • f y'� dk v .' . ( a � {+ > : i Tbi 1 8 1 P ' 4 "Zy c. .t ,,t 4 '' ' t'• ,, .,-_ . ' T " • f_., ' • ard_ i i ' u V � 1 9 8 SPACES 3 TC r E� 3> `` `5, Ty P I ■ o • .: :,t .�� A '� �gt;;�w ��:�5 �°`�� `,�� ''`��_ � BIT CONIC PAVING 60 • a .. x . ; ""` _ FINISHED GRADE LOAM AND SEED • 1 � : • d : ••• =III ( I II II .•' 12" Handicap Sign CONCRETE FOOTING, 3000 PSI r I!1n II�n II Not to Scale lien LIGHT PO . ;4, y f,�, ,,�, ' ,. • p,,,,` � -+a: v•''y y ci. r-` ` �3 'r,3,r"�s�,�y��c��i,'i`f ��_ - •, ` � ' Q R , : ' . 8 SPACES — . ` : �..F" ray. '..�'�. 'P . .`S' . s �'+ , ;d' -� . gx �''�. �w±�� •• J.: ; �/� I \ � G c ��R e •S`x,,F{ •>� '� i ' z pj � " <u = 4� ' W f i LIGHT POLE 0 y TYP. 1 CF 24' _ .2 _ h :ri'1'vti Y. > ".c. `�. ..:f.• j f�%`:1 '< .•.;�i:,,, r��e i "" �;zUs, -.. A n i 1 SETBAC A DSCAPE BU C FERN 5 TC ; nC Milt gU,tEt� � ■■—■. — ..■= 04'50 9" W 25 5.00' C7; r5in gutter n I! }n li }n � i n ' n Ilan ' } 0 y. II } n III l.� 7 ARO GRANITE CURB BENCHMARK: TOP SPINDLE FIRE HYDRANT ELEVA1I0N = 102.42' (ASSUMED) NORTH KING STREET Plant List NOTE: PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS. REMOVE ALL DEAD CANE. 2 PA -1 E C E � W E "I D OCT 3 2002 CITY CLERKS OFFICE NORTHAMPTON MA 01060 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:Hwww.berkshiredesign.com OF MARK B. y1 6) o DARNOLD CIVIL No. 32459 �£GIST�`� �A 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. I "16 6 NORTH KING STREET MEVICAL OFFIC COMPLEX NORTHAMPTON, MASSACHUSETTS Shrub Planti Not to Scale MULCH 4" MIN. DEPTH 4" SAUCER FINISH GRADE WEED PREVENTING 3 PA -1 Tree Planting Not to Scale KEY QTY LATIN PERFORATED POLY –FILM SIZE NOTES CUT & REMOVE TOP 1/3 15 Acer rubrum 'October Glory' October Glory Red Maple OF BURLAP 01 r� 1 PLANTING SOIL Sugar Maple ••• �, i '� — �I� a , • .� � CAT 9 =1. II�IT11 =1 Y1�11 - I I�1� 1111!' Ill 11�= EXISTING SUBGRADE 12 " -15" FERTILIZER ROOT PACKET, 2 PER 5 Cornus florida Flowering Dogwood TREE, 6 " -8" DEEP, PLACED AS White Pi 4 ROOT BALL IS BACKFILLED Japanese Andromeda 3 PA -1 Tree Planting Not to Scale KEY QTY LATIN COMMON SIZE NOTES AROG 15 Acer rubrum 'October Glory' October Glory Red Maple 2.5 " -3" cal. AS 1 Acer saccharum Sugar Maple 4" cal. Sheet Number SPA-1 CAT 9 Cotoneaster adpressus 'Tom Thumb' Tom Thumb Cotoneaster 12 " -15" CF 5 Cornus florida Flowering Dogwood 2 " -2.5" cal. White Pi 4 Pieris japonica Japanese Andromeda 18 " -24" TC 8 Tsuga canadensis Canadian Hemlock 6' -8' Ht. 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 and Demolition Plan Revisions Date: October 3, 2002 Sheet Number SPA-1 Scale: 1 " =20' Drawn By: BDJ Checked By: MBD Locus Map Grading Notes 1. Project benchmark is top spindle of hydrant, elevation= 102.42, as per topographic survey Harold L. Eaton and Associates inc., May 17, 2002. 2. Typical sidewalk /walkway cross -slope is 1.5 %. 3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Department of Public Works. 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" below finished grade. 7. Notify the Landscape Architect of any discrepancies prior to construction. \ 8 -24 BLANCHETTE LEON L & ELIZABETH \ 219 COLES MEADOW RD NORTHAMPTON, MA 01060 / / 8 -62 \ LAUREL PARK ASSOCIATION LAUREL PARK BOX 2 / NORTHAMPTON, MA 01060 N 04'47'59" E 255.00' ---{ Erosion Control Notes 1. Erosion control measures shall be incorporated in the sequence of construction to prevent sediment -laden runoff from leaving the site, and shall, where applicable, consist of at least the following procedures: a. A siltation fence along downslope site boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal. b. Temporary barrier of haybales to prevent sediment -laden runoff from entering drainage system. c. New or regraded slopes of 3:1 or greater shall receive spread straw and /or seed and fertilizer as per plans. New or regraded slopes of 2:1 or greater shall be blanketed with Curlex erosion control matting, or approved equal: provide temporary slope erosion control where required. d. Fill and grading shall be treated with slope stabilization seeding or ground cover and hay mulch upon completion. e. Temporary haybale dikes around each catch basin to prevent siltation. 2. All haybale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per the appropriate detail specification. 3. Wherever haybale or silt fence filters are used, they shall be maintained in good working condition until ground cover is reestablished. Silt fence shall be periodically cleaned as necessary to assure proper and effective functioning. Haybales shall also be replaced as necessary, to provide adequate function. 4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing shall immediately precede construction activity. 5. No siltation shall be allowed into the wetlands on site, and no erosion of any bank edge shall be allowed under any circumstances. 6. Soil stockpiles shall be shaped and seeded with temporary cover as per seeding specifications or mulched if grading is to be delayed over winter. The downhill toe -of -slope of all stockpiled soils shall be protected by staked haybales or silt fence. 7. If any questions arise regarding erosion and sedimentation control measures, the Project Landscape Architect shall be consulted immediately. CAP UNIT, ADHERE TO MANUFACTURER'S INSTRUCTIONS \ I `.�A�f'•:i4r ir% // // � / \ /` /\ III (� '' • v O / \�� \` � \ \�� III MODULAR CONCRETE UNITS AS SPECIFIED ' 0% Z GEOTEXT1lE FABRIC CPO 0 // / / / PER MANUFACTURER'S � j �� \�\ INSTRUCTIONS \ � � EXCAVATION LIMIT 12 - `\ COMPACTED 3 4" STONE ''4 t• r'`i' #• / / /\ COMPACTED NATIVE °p ��\\� _ SOIL BACKALL - _ 4" PERF. PVC SUBDRAIN • _ (PERFORATIONS DOWN) °�, $ 'S \� o < x a: / TWO COURSES TO BE O O o 0 00 PLACED BELOW GRADE CPO go COMPACTED GRAVEL LEVELING PAD NOTE: 1. STONEWALL TO BE INSTALLED AS _I ( I _ � ( I _I ( I V I I = I I PER MANUFACTURERS INSTRUCTIONS 1 PA -2 Block Retaining Wall Not to Scale ' . . ....... .... . 1/2' GRADE 60 STEEL REINFORCMENT 6" MINIMUM COMPACTED GRAVEL ■ .. ........... ........ ■ ■ •-• ... ...... ....... •...... ............ PRECAST REINFORCED CONCRETE ' ■ - ..... ................ ... ........ .. ............ ..... ... ...... ......6.':.P.ERE HDP - -. • .......... Date: October ■ - ••. - ' - •• - ..... ....... ..... ........... .................. - ,� •• -�r• 6" PERF HDPE ' ........ - -6 PERF HDPE ...... .. . ........... "... ■ .... ... ... ...SLnPE- .... ........................ - ................. ...SLOPE= 2% ■ ...... C LEAN Q ' TW 31.00' ........ Tw .. _ 128 -GO.. .. - ' 'IW 128:50 .... ...... • CLEANOUT- -. ' . 1Ea� _ --,� TVd , o - 130. - - - .. TW , 30.00 TW' 129.50 tW i 29.00 - 13 0 Uil ..... - - - - -- - -- -- - ____ _ - TW 12s 00 FINISHED GRADE a 2 PA -2 WEEPHOLE 2 FILL HOLE W BRICK & MORTAR OR CLASS I All OR "D" CONC. 4' -0" DIAM. PRECAST SECTIONAL PLATES 1 2 °. UNDISTURBED MATERIAL OR COMPACTED SCREENED GRAVEL (6" MIN.) NOTES: 1. WEEPHOLES TO BE 4 PVC PIPE 12 LONG PLACED THROUGH EACH WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. PLACE 1/4 CY SCREENED GRAVEL (1 " -1 1/2 ") AROUND OUT SIDE END OF PIPE. USE MINIMUM OF 3 WEEPHOLES PER BASIN. 2. CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF BASIN PROHIBITS THE USE OF CONICAL SECTION. STRUCTURE MUST SUPPORT H2O LOADING. Catch Basin Not to Scale fNV "124:2.... - ------- -- -- p---- - - - - � _ _ o 0 I�1V 1.21.E ......... SANDRI REALTY INC .. .. P.O. BOX 1578 GREENFIELD, MA 01301 -1578 .. •• ....... ................. - - - ' 1 .. ............. ................. .........1�}1.... ' .......... �4- .. .. . ....... ......... . ............................... .. ..... ........ S ...... ......... .. .... ■ ...... u-�.. C ......... - ... ...............W ...... - - -•a - . .......................Rg W 1 ......... ■ .� . °: ' _ - -- - ....... ........ ... ... .. .. i� 1 .. - a 1 • 0�0- ' - - - -- - - - -- - - -- - - -- - - - -- - - - -- - - - -- - - - - - - - -- - -- - - - -- - - -- �� ■ ..... ' .. Z ' ■ ...... .... ■ co r\i ........... • . - P.ROP_.Cfl #2... 'cn .... ��O• RIM= 119.7 'co ■ . • 1[� 1%..IN` T17:2 .. • ■(n ■ 120 ... .. .... .- . NV..QUT= i:i4:0 'oo v ■ - _ ............. PROP flMH #1. N o ■ - 115' - ............. ..... ' 71 fi:30 ____ ___-- R1M_ =1 't 3:5• . 'rrt 1 os. "• � - ' • ... - I�IV =• 107 - '� -_, I ' ■ TW 114.00 1 9 ,4 • .220 -6 .PE�F�..kif3PE .S =2 5% �% • • • .., r� ■ THE -1094U }.f0 • -- ♦ � n I J";S'''` -. `k. ,� y '�Ft i � w 5 :� � w .fry �'� r'� �' �a� - , . � i ' y� ��•.. y �• K - s t � � .. - ' � - .�.�*= #��-�` `Y � '��,,;,�s��':It.t ��`:��.' :�'� �>� G�1�Y,� v; �'` '�;�'.' 4,�3� 11-L.• �(1`J • .... • - 1 \ \• tv ■ x �,Y� {. ?Y y Jk :� Y� . �4c•1 r ` ��Y � �' ` ��j T �'•r �+'�` : � ` .•� 5 j ' � \ .`��• � '�� i ` x`° '� " '{ � ? - � S a f i"' • _�'•r ^+ �x�it $ .1is ,'r :G'��"T.N?�_ , �3',' ��, >f',c+r �?y'G .4+ c�. ■ ,1 ,:�' -, rte; -Xtr - 1 PROP CB 5 ■ 1 �' ,� R ,_;.'�:3 70 106. t : - r 4:' } • .. , RIM 100.4 - - - CLEANOUT '`x; '� � , �h� ;° �' y ¢ ` , ^ c , : INV OUT =97.9 ' a TYP. ,. - ■ /ham �• `.. 9 ,ca �� ? L >• x.,a - - `t �� >4: Yn ' ` o �3ty; �► t'O i17late surface ; 25' HDPE S =2% • = h p PP : - .t�- Disposal y stem Location ' ' - . �> :k ��, �:� k -,�, ,� , • --: :.�.:,, � ; ��,��; ,� �: - PROP CB #4 ■ I ,4�% � 'JC .�T. +:.}. <<• _ '� ,1 t -'�? S Y •�e � � � � � � � � � � � � � � � � � � � � � � � - : � : 6 71 Y - sr- ' RIM= 100.5 ■ ' Y^ t �Y •. INV IN =97.4 / t �' jt '�• , SSy�j.' Y?��.ec +`�• �' ?t`��. nt 3�xB. � � r ,� t CONNEC �,..: .� . ",� a�. rx_ = . - . •. ' INV OUT =97.4 ■ :. _ All 18 -12 HDPE S -2% ■ : �•� i �'"�'is �.• .i •�.�*r t�3;3�� Y~L�� t' • 4• �'@• �t'A, h`�• .J.. .i. ♦ `� �. �; #`� `' `y :�'� �y`' ♦ ` _ --- --- - -- PROP CB #3 _ ;. � _�. .� �. �� ,h' - 4 � �- -,. } ��• -�:-�� 1 1.25 RIM= 100.5 ■ ' 1. t >° {Y * J� ' ; •� ,a i a �`1r E , Y . y i 1 1 5 i/ ■ I ` INV IN_97.0 I le • £ r✓ j �� ' INV IN -97.0 I le INV OUT -97.0 • "* �; <� �� ►,, , § 'ti • te a.: ' N ■ - ;'.�. 1 �y � •��` zii . r ,�' `� -�:;'� � ��e� ;� r,rt. `S� ?� 5'` s.S,' t � >�. ,w�� <<- �L'r •. -. ■ r-t` -1 - I•�`�.�, 2 r �• 3 ��.a..�,..' �` ' 44 -12" HDPE S =2% : z 4r= =w :" i. r• 4 =` �` s; --- - -OP. 30 X20 - ••• - ,��`�� , •, _ � "�' �' - �' � �� fi <� - F , .. ■ c• 6' -12" HDPE S =2% DETENTION • 1 �. w �; �`` , -fit y ; - -- - - - - -- �' 14 - 12 HDPE S =2% STRUCTURE 1% _ INV IN =95.3 I -- ■ -' I . `�ti�� t{}�, t- } � a � �ati •t k �' f s' �� , agt,, 1 1 5 t ■ �• ■ r =° �� ; - , £ INV IN - 95.9 I ■ INV OUT =94.7 1 PROP STORMWATER ROOF DRAIN -- I 1 - TREATMENT CHAMBER INS �� ''=t •,, t �, ., �,.� 4 �. �• � - �- �,� � •� � . � .., . � °; '._'_ I ■ RIM =99.9 �� ' INV IN =96.1 PROP. CB 1 2 _. _ _ ._ # a ' INV IN =95.9 INV OUT =95.6 F _ �- `• � � RIM =100.8 ■ l• d , ' `r 1�' �`y ".�� ` i ■ INV IN =98.8 PROP CB #4 INV OUT =98.8 ' •" -° � �''�� # ■ 1 � . RIM 98.5 +` _ 111 INV OUT =96.5 - S 04'50'49" W 255.00' I n I!�n �- -- I!ln - I!1n 1 !� � � - I! n I n I!1n I! •- __-- L . II�O'' I!�n I O PROP OUTLET ® 163' -12" PERF. HDPE S =1.5% 19'-12" HDPE CONTROL STRUCTURE 41' -12" HDPE S =1.5% S =2% 2 .100 CONNECT TO EXIST. INV RIM = 100.2 6 WATER MAIN IN STREET 6" ORIFICE =97.2 PROP DMH #2 4" ORIFICE =98.4 BENCHMARK: TOP SPINDLE FIRE HYDRANT RI V I1 12" ORIFICE =99.0 96.3 INV OUT - 94.6 ELEVATION= 102.42' (ASSUMED) INV OUT =96.3 24' -12" HDPE S =2% EXIST. CB NORTH KING STREET RIM =97.9 INV IN � APPROX.�=94-11 INV IN APPROX.=94.1 INV IN =94.1 INV OUT (APPROX.) =93.9 t i CATCH BASIN FRAME AND GRATE SEE SPECIFICATIONS TO BE SET IN FULL MORTAR BED BRICK AS REQUIRED TO ADJUST TO GRADE CONICAL SECTION IRON CATCH BASIN TRAP IN PAVED AREAS, �r SEE SPECIFICATIONS BLOCKS SET IN FULL OUTLET PIPE MORTAR BED OR PRE- _ CAST MASONRY UNITS GRAVEL � I I I�I`I • •'• 4' -0" C TYPICAL 0 OUTLET - 71 " /-DROP TEE MIN. INLET PIPE 24 "0 DROP OUTLET PIPE 8 " 18" 16" RUBBER GASKET PER ASTM C 443 i i o C OUTLET CONNECTION DETAIL 4" TO 6' OVERLAP 8 " • Q + • ° v SECTION THRU CHAMBER 6" �- 6 ,� 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. .EY set_ .;::u_rz� 4 0 10 20 40 60 PA -2 FRAME SET IN FULL BED OF MORTAR /�!o ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" , CONCRETE MANHOLE CONE SECTION p� COPOLYMER POLYPROPYLENESTEPS WrH 1/2' GRADE 60 STEEL REINFORCMENT 6" MINIMUM COMPACTED GRAVEL Z SEAL ALL JOINTS WITH APPROVED 1 .... •-• IPA PRECAST REINFORCED CONCRETE Nb Db _ ..... . ...... ... ...... ......6.':.P.ERE HDP Date: October 3, 2002 - ••. - Scale: 1 "- 20' Drawn By: BOJ Checked By: MBD NV OUT 120 5 ° ........ - •- ...... .. . ........... .... -. ... -. Uil ..... • - ...... ............... ... .... .. .. . N I�1V 1.21.E ......... SANDRI REALTY INC .. .. P.O. BOX 1578 GREENFIELD, MA 01301 -1578 .. •• ....... ................. - - - ' 1 .. ............. ................. .........1�}1.... ' .......... �4- .. .. . ....... ......... . ............................... .. ..... ........ S ...... ......... .. .... ■ ...... u-�.. C ......... - ... ...............W ...... - - -•a - . .......................Rg W 1 ......... ■ .� . °: ' _ - -- - ....... ........ ... ... .. .. i� 1 .. - a 1 • 0�0- ' - - - -- - - - -- - - -- - - -- - - - -- - - - -- - - - -- - - - - - - - -- - -- - - - -- - - -- �� ■ ..... ' .. Z ' ■ ...... .... ■ co r\i ........... • . - P.ROP_.Cfl #2... 'cn .... ��O• RIM= 119.7 'co ■ . • 1[� 1%..IN` T17:2 .. • ■(n ■ 120 ... .. .... .- . NV..QUT= i:i4:0 'oo v ■ - _ ............. PROP flMH #1. N o ■ - 115' - ............. ..... ' 71 fi:30 ____ ___-- R1M_ =1 't 3:5• . 'rrt 1 os. "• � - ' • ... - I�IV =• 107 - '� -_, I ' ■ TW 114.00 1 9 ,4 • .220 -6 .PE�F�..kif3PE .S =2 5% �% • • • .., r� ■ THE -1094U }.f0 • -- ♦ � n I J";S'''` -. `k. ,� y '�Ft i � w 5 :� � w .fry �'� r'� �' �a� - , . � i ' y� ��•.. y �• K - s t � � .. - ' � - .�.�*= #��-�` `Y � '��,,;,�s��':It.t ��`:��.' :�'� �>� G�1�Y,� v; �'` '�;�'.' 4,�3� 11-L.• �(1`J • .... • - 1 \ \• tv ■ x �,Y� {. ?Y y Jk :� Y� . �4c•1 r ` ��Y � �' ` ��j T �'•r �+'�` : � ` .•� 5 j ' � \ .`��• � '�� i ` x`° '� " '{ � ? - � S a f i"' • _�'•r ^+ �x�it $ .1is ,'r :G'��"T.N?�_ , �3',' ��, >f',c+r �?y'G .4+ c�. ■ ,1 ,:�' -, rte; -Xtr - 1 PROP CB 5 ■ 1 �' ,� R ,_;.'�:3 70 106. t : - r 4:' } • .. , RIM 100.4 - - - CLEANOUT '`x; '� � , �h� ;° �' y ¢ ` , ^ c , : INV OUT =97.9 ' a TYP. ,. - ■ /ham �• `.. 9 ,ca �� ? L >• x.,a - - `t �� >4: Yn ' ` o �3ty; �► t'O i17late surface ; 25' HDPE S =2% • = h p PP : - .t�- Disposal y stem Location ' ' - . �> :k ��, �:� k -,�, ,� , • --: :.�.:,, � ; ��,��; ,� �: - PROP CB #4 ■ I ,4�% � 'JC .�T. +:.}. <<• _ '� ,1 t -'�? S Y •�e � � � � � � � � � � � � � � � � � � � � � � � - : � : 6 71 Y - sr- ' RIM= 100.5 ■ ' Y^ t �Y •. INV IN =97.4 / t �' jt '�• , SSy�j.' Y?��.ec +`�• �' ?t`��. nt 3�xB. � � r ,� t CONNEC �,..: .� . ",� a�. rx_ = . - . •. ' INV OUT =97.4 ■ :. _ All 18 -12 HDPE S -2% ■ : �•� i �'"�'is �.• .i •�.�*r t�3;3�� Y~L�� t' • 4• �'@• �t'A, h`�• .J.. .i. ♦ `� �. �; #`� `' `y :�'� �y`' ♦ ` _ --- --- - -- PROP CB #3 _ ;. � _�. .� �. �� ,h' - 4 � �- -,. } ��• -�:-�� 1 1.25 RIM= 100.5 ■ ' 1. t >° {Y * J� ' ; •� ,a i a �`1r E , Y . y i 1 1 5 i/ ■ I ` INV IN_97.0 I le • £ r✓ j �� ' INV IN -97.0 I le INV OUT -97.0 • "* �; <� �� ►,, , § 'ti • te a.: ' N ■ - ;'.�. 1 �y � •��` zii . r ,�' `� -�:;'� � ��e� ;� r,rt. `S� ?� 5'` s.S,' t � >�. ,w�� <<- �L'r •. -. ■ r-t` -1 - I•�`�.�, 2 r �• 3 ��.a..�,..' �` ' 44 -12" HDPE S =2% : z 4r= =w :" i. r• 4 =` �` s; --- - -OP. 30 X20 - ••• - ,��`�� , •, _ � "�' �' - �' � �� fi <� - F , .. ■ c• 6' -12" HDPE S =2% DETENTION • 1 �. w �; �`` , -fit y ; - -- - - - - -- �' 14 - 12 HDPE S =2% STRUCTURE 1% _ INV IN =95.3 I -- ■ -' I . `�ti�� t{}�, t- } � a � �ati •t k �' f s' �� , agt,, 1 1 5 t ■ �• ■ r =° �� ; - , £ INV IN - 95.9 I ■ INV OUT =94.7 1 PROP STORMWATER ROOF DRAIN -- I 1 - TREATMENT CHAMBER INS �� ''=t •,, t �, ., �,.� 4 �. �• � - �- �,� � •� � . � .., . � °; '._'_ I ■ RIM =99.9 �� ' INV IN =96.1 PROP. CB 1 2 _. _ _ ._ # a ' INV IN =95.9 INV OUT =95.6 F _ �- `• � � RIM =100.8 ■ l• d , ' `r 1�' �`y ".�� ` i ■ INV IN =98.8 PROP CB #4 INV OUT =98.8 ' •" -° � �''�� # ■ 1 � . RIM 98.5 +` _ 111 INV OUT =96.5 - S 04'50'49" W 255.00' I n I!�n �- -- I!ln - I!1n 1 !� � � - I! n I n I!1n I! •- __-- L . II�O'' I!�n I O PROP OUTLET ® 163' -12" PERF. HDPE S =1.5% 19'-12" HDPE CONTROL STRUCTURE 41' -12" HDPE S =1.5% S =2% 2 .100 CONNECT TO EXIST. INV RIM = 100.2 6 WATER MAIN IN STREET 6" ORIFICE =97.2 PROP DMH #2 4" ORIFICE =98.4 BENCHMARK: TOP SPINDLE FIRE HYDRANT RI V I1 12" ORIFICE =99.0 96.3 INV OUT - 94.6 ELEVATION= 102.42' (ASSUMED) INV OUT =96.3 24' -12" HDPE S =2% EXIST. CB NORTH KING STREET RIM =97.9 INV IN � APPROX.�=94-11 INV IN APPROX.=94.1 INV IN =94.1 INV OUT (APPROX.) =93.9 t i CATCH BASIN FRAME AND GRATE SEE SPECIFICATIONS TO BE SET IN FULL MORTAR BED BRICK AS REQUIRED TO ADJUST TO GRADE CONICAL SECTION IRON CATCH BASIN TRAP IN PAVED AREAS, �r SEE SPECIFICATIONS BLOCKS SET IN FULL OUTLET PIPE MORTAR BED OR PRE- _ CAST MASONRY UNITS GRAVEL � I I I�I`I • •'• 4' -0" C TYPICAL 0 OUTLET - 71 " /-DROP TEE MIN. INLET PIPE 24 "0 DROP OUTLET PIPE 8 " 18" 16" RUBBER GASKET PER ASTM C 443 i i o C OUTLET CONNECTION DETAIL 4" TO 6' OVERLAP 8 " • Q + • ° v SECTION THRU CHAMBER 6" �- 6 ,� 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. .EY set_ .;::u_rz� 4 0 10 20 40 60 PA -2 FRAME SET IN FULL BED OF MORTAR /�!o ADJUST TO GRADE WITH MASONRY OR BRICK NOT MORE THAN 12" , CONCRETE MANHOLE CONE SECTION p� COPOLYMER POLYPROPYLENESTEPS WrH 1/2' GRADE 60 STEEL REINFORCMENT 6" MINIMUM COMPACTED GRAVEL ALL AROUND SEAL ALL JOINTS WITH APPROVED PREFORMED PLASTIC GASKET MATERIAL o OR RUBBER 0 -RING IPA PRECAST REINFORCED CONCRETE Nb Db _ MANHOLE RISER SECTIONS G SEAL 'V" OPENINGS WITH NON- SHRINK MORTAR 00 ON w + Cw �a IN RISER SECTION 8" CAST -IN- PLACE CONCRETE BASE 0 3 PA -2 Drain Manhole Not to Scale STD. CATCH BASIN FRAME AND GRATE \ ADJUST TO GRADE WITH BRICK NOT MORE THAN 12" 8" ° VARIES - - - -- INSERT INLET WEIR ` n ORIFICE T PLATE Stormwater Treatment Chambe 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 OF o� MARK B. DARNOLD CIVIL No. 32459 I51 ��1��%� 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. I '1 NORTH K11�tG STREETI MEPICAL 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, Utilities & Erosion Control Plan Revisions Date: October 3, 2002 Sheet Number SPA-2 Scale: 1 "- 20' Drawn By: BOJ Checked By: MBD SEE NOTE #2 BITUMUNOUS CONC. WEARING COURSE MHD STD. CLASS I, TYPE 1 -1 BITUMINOUS CONC. BINDER COURSE MHD STA. CLASS I, TYPE 1 -1 COMPACTED GRAVEL BASE 95% MIN. DENSITY 12" 2 -1/2" 1 111111 I, � o P OC� 6 � o % 0o 0 ° Q 9 {) 12" C)o _ O° O ° O Q° _ 0� .......................... * ............ I-1 1= I 77= * ........................... -1►I +I -III +I III +I = IJI +I _IJI+I— lIl I III +I SYNTHETIC FILTER FABRIC IN VEHICULAR AREAS TO BE MIRAFI 50OX 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. r i Bituminous Concrete Paving SPA -3/ Not to Scale SLOPED RAMP SURFACE, TYP. SEE PLAN FOR MATERIAL CONTROL JOINTS /CURB 12:1 MAX. TRANSITION 61 CURB -6" REVEAL MIN. SEE PLAN TYPICAL FOR WIDTH 6'_ MIN, MAINTAIN 6" MIN. COMPACTED GRAVEL UNDER CURB TRANSITION CURB RAMP TO BE FLUSH WITH ROADWAY 5 Accessible Ramp PA -3 Not to Scale 24" r 4 TIES 0 12" O.C. 4 - 6 BARS ` = t.' 3/4"X16" STEEL ANCHOR PLAN LIGHT MOUNTING I CHAMFER PLATE & POLE �6GIOUND WIRE, OLT TO POLE TAPE 8 Light Post Base PA -3 Not to Scale W _� • ors • o • :' -TOP OF J '( y yr • •R Il� e 1 M11 - i -.��- I r cv 3/4"X16" ANCHOR ROD (4 REQUIRED) o • ' - TT �f o II - CADWELD CONNECT 6 GROUND WIRE BUSHING 0 0 1" SCHEDULE 40 +,� '1 O PVC CONDUIT rl' � -.�`' ` f�. •,. - 00 4 — 6 BARS COMPACTED GRAVEL F il I O � .� 0 0 0 11111 ° IIII J FOOTING _. _. 0 =r 'Ya = %' .= 4 TIES 0 12" O.C. CONC. 4000 PSI II I III _ —_ 0 0 _ 5/8 COPPERWELD Og° oo GROUND ROD UNDISTURBED OR COMPACTED SUBGRADE 24" 6" NOTES : 1. ALL LIGHTING PRODUCTS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 8 Light Post Base PA -3 Not to Scale W _� • ors • o • :' -TOP OF J '( y yr • •R Il� e 1 M11 - i -.��- 9 Outlet Control Manhole PA -3 Not to Scale FINISHED GRADE =11I�I IVII° 4.5' —� III— 12" HDPE OUTLET I — III II ? x�? :r;��i.��'a.�•.+G�+�::�:ra`.f ��+ �s�- 'h�.c�.�G�l��► r;+��'r�•�a�� xi•:3��.:��€�.�5#T� •'••. ..�• •'••. •'••. •'••. :.��•..••.• •'••. •'••. 8" COMPACTED GRAVEL 10 Underground Detention Basin PA -3 Not to Scale 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER Ad N a. WIRE MESH p ." = III 4" CONCRETE 111I� 400o P.S. N •7-- a ----- -...__ __...,....... :' - -_ -•; - _ .- ........ ! • III 1� WITH 6 1. 6 .1 x x10/10 • • 111 = +�J Q III I� .0 ° 08 ° �o � o °° 0 00,-, °0 O O ° 0 o & COMPACTED III II O �QQ 0 p O I— O Q O 3by III 11 GRAVEL BASE, 0 III =. 95% MIN. DENSITY 0 0 � O o 6 0 0 0 I +�1 11= 11 =11= 1111 — � __ I � III II �UN� = I►I 11 J III II �J►I 11 J III II III 11 J Iq q J III 11 J III II►I 11 J IJ UNDISTURBED OR --� —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 2 Concre paving PA -3 Not to Scale 8' -0" O.C. 5/8"x7 1/2" BOLTS COUNTERSUNK 3" x 10" RAIL VANDAL PROOFED N FINISH GRADE =R II II II 111 11. � � II. II II II II II II II — 1I II— II t 11 = i1= 11= 11= 11= -1►Iq- 11111 = 11111= 1►111= 11 — 111= 1111111= ulIIIII�IIIII= ulll= l(Igld= V= = I q_= III11= 11111= NIgIII O a ` go (III IVII80 $IVII o ttlq Bo 1111 NI11 �b 0 _ NI I t u l q C� 01111 ui �o 11`11111= 1U11`IIIII�IIIII 6" 6" NOTES: 1. ALL WOOD TO BE PRESSURE TREATED, SELECT PINE GRADE 'B' OR BETTER 2. ALL HARDWARE TO BE GALVANIZED 3. SET POSTS 3' - 6" DEEP IN WELL- TAMPED GRAVEL BACKFILL 6 Wood Guard Rail PA -3 Not to Scale MHD STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE, MHD STANDARD CLASS I, TYPE 1 -1 PRECAST CONCRETE CURB MATERIAL VARIES, SEE PLAN 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 "� ' 00 Q �: o OY Al a °' , " SET IN 3000 PSI* 00 g o '0 OCR O 0 ```` "=` 0 O I CONCRETE, TYP ,y _ �� Q ! 0 10 O o 1 I COMPACTED GRAVEL BASE o y 0 O O — 95� MIN. DENSffY 2 0 ' QOO 0 o . �l 0 =Bill o o , 0 0 O Q I (( cv f' ` w Cb 0 C EMENT o r E CONCRETE Qo O 0� o 0 p •�' ::q ;r 3000 PSI = ►I O o o II I 0 a Qp o - CO Oo _ p Co o 0 O O r -_6 Q COMPACTED GRAVEL �� — _ _ -1� UNDISTURBED OR - I O ? O �j ° Q BASE AND BACKFILL, I _ v 0 95% MIN. DENSITY Il f jjp I COMPACTED SUBGRADE I� Il =l�l — r i -� If'I = O 0 — I� I— u ��I) I (~ UNDISTURBED OR 6" 6" 601 I� i) �� n'I�I�I� = III— �+ COMPACTED SUBGRADE 6" AS 6" # PROCEDURE DESCRIBED HEARIN IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/ OR BINDER COURSES MIN. SPECIFIED MIN. ARE IN PLACE OTHERWISE CONCRETE WILL BE ELIMINATED AND GRAVEL BROUGHT UP TO BOTTOM OF BASE COURSE. 3 Precast Concrete Curb 1. 4 Granite Curb 1 -1 2 DIA. Not to Scale RAIL PA -3 1 Pt�_3 Not to Scale ' 1 -1/2" WIDE X 1/2" THICK SUPPORT WELDED TO POST AND RAIL 1 -1 2" DIA. RAIL 2" DIA. POST SECTION A —A 0 0 0 Q�0 0 0 DD p l n °0 0 00 0 006 6C) 00 0 C " 1 0 0 60 00 0 SEE PLAN FOR WIDTH ' FRONT VIEW 7 Concrete Steps A —A :_1 1r 12" EQ. ■ EQ. O O O 2 CLEAR 4 0 0 � III =0 I �JIII r>„ / 1 -1/2" O.D. PIPE RAIL W/ ONE COAT PRIMER AND TWO COATS BLACK EPDXY. CONTRACTOR TO SUBMIT SHOP DRAWING. 2" O.D. PIPE POST W/ ONE COAT PRIMER, AND TWO COATS BLACK EPDXY. CONTRACTOR TO SUBMIT SHOP DRAWING. 5 - #3 TIES 0 20" 4 (2 EACH WALL) #4 BARS CONC. STEPS, 4000 P.S.I.; #4 BAR EACH NOSING, 1" MIN. COVER; 45' CHAMFER EACH NOSING, TYP. WALK, SEE PLAN FOR MATERIAL 0 2-1/2" I.D. GALV. SLEEVE w/ HIGH DENSITY GROUT CONCRETE FOOTING, 3000 PSI 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 ®berkshiredes'Ign.com Web: http: / /www.berkshiredesign.com OF MARK B. o DARNOLD CML ` No. 32459 �I 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. "T 66 NORTH KING STREET MEPICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: ° o 11111 =111,1 IDE VIEW 8" MIN. COMPACTED GRAVEL BASE UNDISTURBED OR COMPACTED SUBGRADE 1 #4 BARS, 12" 0. C. #4 BARS. CONTINUOUS PA-3 J Not to Scale r =�x� i 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 "Y" OPENINGS WITH NON- SHRINK MORTAR 12" HDPE INLET W/ RISER 8" CAST -IN -PLACE CONCRETE BASE SEE GRADING PLAN- approx ' r• - ,. £ m :,,,5„�r r�r v, ar. .�avf - yrvr yy !l3 . • . , ACCESS MANHOLES AT EACH END • 1 i tiw °+[.- C3sC. - ? � `Y' - .C,i, rss�,.•�fG `�i{(3z S . vVC LN FILTER FABRIC 6" PERFORATED �Ejj�l 12" CRUSHED STONI FILTER FABRIC • . • • • K r raRc. tfl�Y. fz�ts�Y,.; aY'3".sPaYGb37•v.K£r.�S`.k� - 13s 4 s 7 a�. 'r�. _�. �x� �r�` r � r r�.. SS.. 3 -� f. _' 1`. . .�1 s�' r tf . - �� r�� • • • • • • � � '• • •� • • • , . tel :4 • U e • , • • 1 2 Ki9i • • , IIIIIIIIII i / / / / / /Z/ 9241- / / / /---- V0�1111 IIIII Z SEE DETAIL —I I MANH TY 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 Revisions 000 0 Date: Sheet Number October 3, 2002 Scale: Not to scale SPA-3 Drawn By: BDJ Checked By: MBD cv • 9 Outlet Control Manhole PA -3 Not to Scale FINISHED GRADE =11I�I IVII° 4.5' —� III— 12" HDPE OUTLET I — III II ? x�? :r;��i.��'a.�•.+G�+�::�:ra`.f ��+ �s�- 'h�.c�.�G�l��► r;+��'r�•�a�� xi•:3��.:��€�.�5#T� •'••. ..�• •'••. •'••. •'••. :.��•..••.• •'••. •'••. 8" COMPACTED GRAVEL 10 Underground Detention Basin PA -3 Not to Scale 3/8" PREMOLDED JOINT SEALANT & RETAINER RING POLYETHYLENE FILLER Ad N a. WIRE MESH p ." = III 4" CONCRETE 111I� 400o P.S. N •7-- a ----- -...__ __...,....... :' - -_ -•; - _ .- ........ ! • III 1� WITH 6 1. 6 .1 x x10/10 • • 111 = +�J Q III I� .0 ° 08 ° �o � o °° 0 00,-, °0 O O ° 0 o & COMPACTED III II O �QQ 0 p O I— O Q O 3by III 11 GRAVEL BASE, 0 III =. 95% MIN. DENSITY 0 0 � O o 6 0 0 0 I +�1 11= 11 =11= 1111 — � __ I � III II �UN� = I►I 11 J III II �J►I 11 J III II III 11 J Iq q J III 11 J III II►I 11 J IJ UNDISTURBED OR --� —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 2 Concre paving PA -3 Not to Scale 8' -0" O.C. 5/8"x7 1/2" BOLTS COUNTERSUNK 3" x 10" RAIL VANDAL PROOFED N FINISH GRADE =R II II II 111 11. � � II. II II II II II II II — 1I II— II t 11 = i1= 11= 11= 11= -1►Iq- 11111 = 11111= 1►111= 11 — 111= 1111111= ulIIIII�IIIII= ulll= l(Igld= V= = I q_= III11= 11111= NIgIII O a ` go (III IVII80 $IVII o ttlq Bo 1111 NI11 �b 0 _ NI I t u l q C� 01111 ui �o 11`11111= 1U11`IIIII�IIIII 6" 6" NOTES: 1. ALL WOOD TO BE PRESSURE TREATED, SELECT PINE GRADE 'B' OR BETTER 2. ALL HARDWARE TO BE GALVANIZED 3. SET POSTS 3' - 6" DEEP IN WELL- TAMPED GRAVEL BACKFILL 6 Wood Guard Rail PA -3 Not to Scale MHD STANDARD CLASS I, TYPE 1 -1 BITUMINOUS CONCRETE BINDER COURSE, MHD STANDARD CLASS I, TYPE 1 -1 PRECAST CONCRETE CURB MATERIAL VARIES, SEE PLAN 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 "� ' 00 Q �: o OY Al a °' , " SET IN 3000 PSI* 00 g o '0 OCR O 0 ```` "=` 0 O I CONCRETE, TYP ,y _ �� Q ! 0 10 O o 1 I COMPACTED GRAVEL BASE o y 0 O O — 95� MIN. DENSffY 2 0 ' QOO 0 o . �l 0 =Bill o o , 0 0 O Q I (( cv f' ` w Cb 0 C EMENT o r E CONCRETE Qo O 0� o 0 p •�' ::q ;r 3000 PSI = ►I O o o II I 0 a Qp o - CO Oo _ p Co o 0 O O r -_6 Q COMPACTED GRAVEL �� — _ _ -1� UNDISTURBED OR - I O ? O �j ° Q BASE AND BACKFILL, I _ v 0 95% MIN. DENSITY Il f jjp I COMPACTED SUBGRADE I� Il =l�l — r i -� If'I = O 0 — I� I— u ��I) I (~ UNDISTURBED OR 6" 6" 601 I� i) �� n'I�I�I� = III— �+ COMPACTED SUBGRADE 6" AS 6" # PROCEDURE DESCRIBED HEARIN IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/ OR BINDER COURSES MIN. SPECIFIED MIN. ARE IN PLACE OTHERWISE CONCRETE WILL BE ELIMINATED AND GRAVEL BROUGHT UP TO BOTTOM OF BASE COURSE. 3 Precast Concrete Curb 1. 4 Granite Curb 1 -1 2 DIA. Not to Scale RAIL PA -3 1 Pt�_3 Not to Scale ' 1 -1/2" WIDE X 1/2" THICK SUPPORT WELDED TO POST AND RAIL 1 -1 2" DIA. RAIL 2" DIA. POST SECTION A —A 0 0 0 Q�0 0 0 DD p l n °0 0 00 0 006 6C) 00 0 C " 1 0 0 60 00 0 SEE PLAN FOR WIDTH ' FRONT VIEW 7 Concrete Steps A —A :_1 1r 12" EQ. ■ EQ. O O O 2 CLEAR 4 0 0 � III =0 I �JIII r>„ / 1 -1/2" O.D. PIPE RAIL W/ ONE COAT PRIMER AND TWO COATS BLACK EPDXY. CONTRACTOR TO SUBMIT SHOP DRAWING. 2" O.D. PIPE POST W/ ONE COAT PRIMER, AND TWO COATS BLACK EPDXY. CONTRACTOR TO SUBMIT SHOP DRAWING. 5 - #3 TIES 0 20" 4 (2 EACH WALL) #4 BARS CONC. STEPS, 4000 P.S.I.; #4 BAR EACH NOSING, 1" MIN. COVER; 45' CHAMFER EACH NOSING, TYP. WALK, SEE PLAN FOR MATERIAL 0 2-1/2" I.D. GALV. SLEEVE w/ HIGH DENSITY GROUT CONCRETE FOOTING, 3000 PSI 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 ®berkshiredes'Ign.com Web: http: / /www.berkshiredesign.com OF MARK B. o DARNOLD CML ` No. 32459 �I 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. "T 66 NORTH KING STREET MEPICAL OFFICE COMPLEX NORTHAMPTON, MASSACHUSETTS Owners: ° o 11111 =111,1 IDE VIEW 8" MIN. COMPACTED GRAVEL BASE UNDISTURBED OR COMPACTED SUBGRADE 1 #4 BARS, 12" 0. C. #4 BARS. CONTINUOUS PA-3 J Not to Scale r =�x� i 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 "Y" OPENINGS WITH NON- SHRINK MORTAR 12" HDPE INLET W/ RISER 8" CAST -IN -PLACE CONCRETE BASE SEE GRADING PLAN- approx ' r• - ,. £ m :,,,5„�r r�r v, ar. .�avf - yrvr yy !l3 . • . , ACCESS MANHOLES AT EACH END • 1 i tiw °+[.- C3sC. - ? � `Y' - .C,i, rss�,.•�fG `�i{(3z S . vVC LN FILTER FABRIC 6" PERFORATED �Ejj�l 12" CRUSHED STONI FILTER FABRIC • . • • • K r raRc. tfl�Y. fz�ts�Y,.; aY'3".sPaYGb37•v.K£r.�S`.k� - 13s 4 s 7 a�. 'r�. _�. �x� �r�` r � r r�.. SS.. 3 -� f. _' 1`. . .�1 s�' r tf . - �� r�� • • • • • • � � '• • •� • • • , . tel :4 • U e • , • • 1 2 Ki9i • • , IIIIIIIIII i / / / / / /Z/ 9241- / / / /---- V0�1111 IIIII Z SEE DETAIL —I I MANH TY 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 Revisions 000 0 Date: Sheet Number October 3, 2002 Scale: Not to scale SPA-3 Drawn By: BDJ Checked By: MBD Luminaire Schedule Project: All Projects Symbol Qty Label Description Lumens LLF Filename Max /Min 1 S3 1 SA /SAR3 /175MHxxx /xx 13500 0.720 Ash3f 17m.ies 0.00 3 S3HS 1SA /SAR3 /175MHxxx /xx /HS 13500 0.720 Ash3f h 1 7m.ies --� 8 S4 1 SA /SAR4 /175MHxxx /xx 13500 0.720 Ash4f 17m.ies 4 3 S4HS 1SA /SAR4 /175MHxxx /xx /HS 13500 0.720 Ash4fh17m.ies Numeric Summary - Basic Project: All Projects Label CalcType Units Avg Max Min Avg /Min Max /Min PROP LINE Illuminance Fc 0.09 0.5 0.0 0.00 0.00 SITE Illuminance Fc 2.40 8.8 0.9 2.67 9.78 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85.75 12 180 0 4 S3HS 225.75 27.5 12 180 0 5 0.0 ).0 67.25 12 270 0 6 97 126.25 67.25 12 270 0 7 Q 0.0 0.0 12 270 0 8 S4 „ 147 12 90 0 9 S4 79 213.25 12 270 0 10 S4 79 147 12 90 0 11 S4 126 214 12 S4 0 12 S4 126 146.25 12 Ll VS4 0 13 S4HS 115.5 -0.75 12 90 0 14 S4HS 188.5 0 12 90 0 0.0 0.0 147.75 -0.5 12 90 0 5 1.5 4 4.7 b.7 1 & 1 4. S L9 I L 5 4.7 VI 1 & 5 '1.1 X5.0 S L/ 7 1 4. 7 6.0 Ii.3 4 4.e 0.o ).0 0.0 0.0 Project: All Projects Label Type Wall Ht. BLDG Rect -Flat 20 Tilt o.o o.o 176.25 188.5 12 241.699 Building Summary Project: All Projects Label Type Wall Ht. BLDG Rect -Flat 20 Tilt 1 S3 176.25 188.5 12 241.699 0 2 S31-IS 217.25 149.75 12 204.651 0 3 S3HS 226 85.75 12 180 0 4 S3HS 225.75 27.5 12 180 0 5 0.0 ).0 67.25 12 270 0 6 97 126.25 67.25 12 270 0 7 Q 35 213.5 12 270 0 8 S4 „ 147 12 90 0 9 S4 79 213.25 12 270 0 10 S4 79 147 12 90 0 11 S4 126 214 12 S4 0 12 S4 126 146.25 12 Ll VS4 0 13 S4HS 115.5 -0.75 12 90 0 14 S4HS 188.5 0 12 90 0 15 S4HS 147.75 -0.5 12 90 0 5 1.5 4 4.7 b.7 1 & 1 4. S L9 I L 5 4.7 VI 1 & 5 '1.1 X5.0 S L/ 7 1 4. 7 6.0 Ii.3 4 4.e 0.o ).0 11 0 3 "U 4.5 4 1 3. 5 1.7 X 34 * 3 A 1 4, 5 4.1 4.3 5 1.0 .5 4 * 3.7 4.4 4 5 1.9 0.0 ).0 1.2 1 '1.2 * v s '1. 5 1.1 5 1.0 5 1.3 5 1.4 5 1.0 1 5 1.0 .e 1 5 1.1 'l. 5 1. ' .9 . 1.1 . tw . 1.2 . 1.4 . 1.4 . 1 .e . 1 .e . . 1 .e . 1.4 . 1 .4 . 1 .3 . 1.5 . 1.e . 1.5 . L e ' 1. e . 1 .2 . 1 ' 1.3 1.3 1 .e I t 5 1.9 4.e 1 0.0 S3 ) . 0 1.1 1.1 1 1.5 1.7 1.7 1.5 1.3 1.5 1 1.5 1.3 '. '. '. 1.6 5 1.1 5 1.3 5 1.4 4.e %3.3 1 6.5 1.1 1.1 1.0 1-5 1.7 1.7 1 5 1.1 .9 .9 / 2 1 S 1 ' 11.5 1 3 . . . . t o . 1.7 . t o 5 1.2 4.1 . 4.4 4.1 . 4.e 0.0 ).0 . 1.1 . 1 ' 1. 1 . 1 .3 ' 1 1.7 1.7 1 . 1.7 . 1 .3 . 1 . 1 .2 . 1.5 . 1 1 .5 . t.e " 1. * 1.2 1.2 1 .2 . 1 . 1.5 1.4 5 2.3 S L9 4.3 'L 1. 0.0 ).O 1.1 1 5 1.0 5 1.4 1 5 40 11 1A 'LO 4 41 1A * 1J to .7 / t.e 12 1 1 t .e 1. IS 4.0 5 1.5 5 11 's.e 4.2 4 I t S L e '19 4.e 1 4, 1 1I.7 IM 5 1.0 4 4.4 4.9 4 1 5 2.3 1 .e 5 13 'i. 4.e . 1 ) ' 0 i.s 5 1.0 4.5 4.9 )•� S4 TU S4 12 S4 i 5 5 1.e 4.e 2 4. S3HS .1 .9 "IA 4.e 4.e .2 ) 1.3 5 1.e 4.0 1.0 1.e 5 15 1 . 2 ).0 .0 1.e i.9 1. .2 1.7 1A ).0 . 1 .2 0. 2 ).0 1.7 5 11 1.5 1.5 4.2 4. 0 .3 ).0 1.7 4.5 4.5 11 4.7 4 5 ).0 S 5 1.0 1 3.e 4.9 .5 ) 5 1.o 4.e 4.7 e 5 1.9 S L9 51.7 3.3 ).0 5 1.2 1.4 1 5.7 ' 13.7 4.e 4. C 5 1.7 t.e 1 2 .e 4.1 1 4.1 5 5.7 4.5 4. C 5 1.5 5 1.0 at 2 ).0 ' 1 e '5.3 SL9 SL 1 1.8 .5 1 A 1.e 5 11 41 4.3 13.0 SL 1 1.4 .2 ).0 ' 1.4 ' 1.7 1.e 1. 1.3 1 1.4 1.6 1. 1.7 1.5 1. A 5 L2 5 1.6 5 1.0 . 1.0 . 1.2 . 1.0 . 1.1 . 1.2 . 1.3 . 1.3 1.1 1.1 . 1.4 . 1.4 . 1 .2 . 1 * 1. 1 . 1.3 ' 1.3 1.3 1.5 5 1.1 4.e 4.e 3. 3 ).0 .9 1) .9 1.1 ' ' .2 1.1 1.1 ' 1.4 ' 1.0 1.9 ' 1. ' 11 4.9 4.e 9 1.3 t.e .4 1.2 1.2 1.2 1.4 1. 1.3 1.1 1.0 1.0 1.2 . 1.6 51 4 2 4. 4 .5 ).0 . 1.1 . 1.3 .5 . t.e . 1 .e . 1.7 . 1.7 . 1.5 . 1.5 . 1.7 . Le . 1. . 1.4 * 1.4 1.4 1. * 1 1 1 A 5 1.5 1 4_e .4 ) 5 1. 5 1.4 4 47 1 IS 5 1.3 1. 5 1.4 'L 4 44 5 1.1 5 1.7 10 4.7 4.0 4.0 1 4.1 4.e 4.1 A 4.2 4.e 1 32 1 2 1 13.4 1 3.1 4.2 0 3.4 S L7 I t . 2 ).0 X5.2 4 4. 'b.o 4a 4. %-2 4.0 �. I'll, 5 1.e .5 4. 4.7 4.e IS 1.9 i.1 S41-IS S4HS S4HS .1 ).0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.4 0.5 0.5 0.3 0.2 0.4 0.5 0.5 0.4 0.3 0. 0.0 Building Summary Project: All Projects Label Type Wall Ht. BLDG Rect -Flat 20 Luminaire Location Summary Project: All Projects SegNo Label X Y Z Orient Tilt 1 S3 176.25 188.5 12 241.699 0 2 S31-IS 217.25 149.75 12 204.651 0 3 S3HS 226 85.75 12 180 0 4 S3HS 225.75 27.5 12 180 0 5 S4 178.75 67.25 12 270 0 6 S4 126.25 67.25 12 270 0 7 S4 35 213.5 12 270 0 8 S4 35 147 12 90 0 9 S4 79 213.25 12 270 0 10 S4 79 147 12 90 0 11 S4 126 214 12 270 0 12 S4 126 146.25 12 90 0 13 S4HS 115.5 -0.75 12 90 0 14 S4HS 188.5 0 12 90 0 15 S4HS 147.75 -0.5 12 90 0 SCALE = FEET 0 10 20 30 40 50 SCALE:1 " =20' StivPr I MM UGHMG MAILING: PO BOX 60080 CITY OF INDUSTRY, CA. 91716 -0080 SHIPPING: 16555 EAST GALE AVE. CITY OF INDUSTRY, CA 91745 PROJECT NAME: PARADISE REALTY GROUP, INC. KIM LIGHTING SALES AGENCY: VANGUARD LIGHTING DOC RESNISKY FILE: PS8251.00 DATE: 10 -01 -02 APPLICATIONS DEPARTMENT CACULATIONS BY: CAR QU IJADA VOICE: 626 -968 -5666 EXT: 332 FACSIMILE: 626- 369 -2695 EMAIL kimappe0kimlighting.com THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. StivPr I Locus Map R AMER'VED Ar e I b eRr _ Site Data Summary Sac eaets Map 8 Parcel 21 15 \ E%TRGP nl Zoning District HB - Highway Business 2.5' -3' cd \ 9-24 ' Rcgnux I '. BLANCHETTE LEON L dt ELIZABETH/ Sr r UOP �- M \ 219 COLES MEADOW RD f lw+irr+urn tot S¢e 20,000s+ s ' NORTHAMPTON. MA 01060 Minimum Lot Frontoge 120' 12' - 15' \ Minimum Lot Depth 140' 5 COMM f eta Front Yard Setbock 10' 2' -2.5' Cal , Side Yard Setback 10 9 -19 \� Rear Yard Setback 20' 9 -62 + OF Wx mod" 9 Height 35' LAUREL PARK ASSOCIATION ' Open Space Req'd 3" LAUREL PARK BOX 2 NORTHAMPTON, MA 01060 Parking p each 200 sf of gross floor area SANDRI REALTY INC 10,000 sf Bldg - 50 Spaces I Where the porch adjoins o lot in the residential d.stricl 0 30' landscaped buffer strip is required The Planning r ilf PAA+ RKM N A P A & A IRLY.E Y ■AMA V A A A Y V A A X P A L V A Y P A M P " A Y R"A 9 A A 4 Y KOM V A A A Y PAM F A R M B u l l N 04'4759 E 25500' — Board may allow o 10' reduction in the required width prov.ded suff.c.ent screening (wall or fence) and noise ■ reduction is included. Locus Map R AMER'VED Ar e I b WLdAAvU" -- nMn OPW r IrII 14rII N ►rll i LO- 111D SEED CONCRETE FOOnW- 3M PS1 Id — Handicap Sign PA, 1 sL- 0 10 20 40 W nn �" SARK, TOP sPME F*tE Hl'MW ELEVATION- 102.42' (ASSURED) Is vp 5 lyp 9 SPACES y l LL, • a NORTH KING STREET Plant List 1� Shrub Planting PA 1 Na fa k L:: K) Tree Planting ( PA -i Nol1o$cak my eRr tAT M MI JON Sac eaets B} � 15 Aar .w,.... * Or O lifry I 2.5' -3' cd K • AS I Apr tsKt++on■.. Sr r UOP �- M TAT s C44erwrrw odpvwm '% Tw 1W TkvF* Cota.w*v 12' - 15' I 5 COMM f eta nr. 2' -2.5' Cal serf. PJ 9 -19 PMrY Jars A.6OnwJ0 18 - -24' TC 8 Ifty a.asrrN Our -3.a. N nIed V -8' K SANDRI REALTY INC e B OX I I �. � I I I I I I GREENF E D, MA 01301 -1578 • • 9 . 14 SPACES Typ -- - - - - -- - - - - -- w oo- --- -- - - - - -- 'a' �► 14 SPACES V\ I wK R R � r ` ■ ,- iAM Mix 1 HS $ Ic � Iv or N-UN rUf PANEL BOLTED •`r TOP Z BOT10M vrrN r�z NOT -DiPEp CALV. Iufs MD � am !111110 VKL I IN BOLTS. CRAPNCS 10 K IN AOCORM CE TMTN us D.O.T f PJ ■ MANUAL ON tsfsvfm TRAFT1c DEYJM 4 CF - -' 00KTROL ` LMM P= 2 o.D. "V. STEEL POST IP 9,976 SF BURXIMC. 3 ,R �° JA efdltt WLdAAvU" -- nMn OPW r IrII 14rII N ►rll i LO- 111D SEED CONCRETE FOOnW- 3M PS1 Id — Handicap Sign PA, 1 sL- 0 10 20 40 W nn �" SARK, TOP sPME F*tE Hl'MW ELEVATION- 102.42' (ASSURED) Is vp 5 lyp 9 SPACES y l LL, • a NORTH KING STREET Plant List 1� Shrub Planting PA 1 Na fa k L:: K) Tree Planting ( PA -i Nol1o$cak my eRr tAT M MI JON Sac eaets AMC 15 Aar .w,.... * Or O lifry or--4v eery fW Mow 2.5' -3' cd AS I Apr tsKt++on■.. Sr r UOP �- M TAT s C44erwrrw odpvwm '% Tw 1W TkvF* Cota.w*v 12' - 15' CF 5 COMM f eta nr. 2' -2.5' Cal serf. PJ 4 PMrY Jars A.6OnwJ0 18 - -24' TC 8 Ifty a.asrrN Our -3.a. N nIed V -8' K The Berkshire ' Design Group. Inc, Ci.•d E.,T,uer•...y i L'�L■.. De,.�. I I 4 Ahn /Yea * mrplek Nmwk slb Of110 013) 312-7= • PX (413) IN-7= Ewallt -- Mk/ /.cow I 116 0"Yad teoNf.1 anadAto■ol for unbefts /s*ssu dew 4 }M 1w1lo&W will d ti 4 MlBlie Oes1r ft* k i fetttld !ace i 766 NORTH KING STREET' MEPICAL. OFFICE GO TORT LMMYTON, MASSACHUSETTS I i Owners: Paradise Realty Partners, ILC � 1275 Elm Street West Springfield, A 01089 Applicant, Paradise Realty Partners, ILC 1275 Elm Strut West Springfield, NiA 01089 Layout and Demolition Plan $110 I S" 00*0 r 3, 2001 ' •�° SPA- I B1 %r edw MDSE p M p[ UNE 1 /3 MP G11OW N ON AEMOME OfAD C �� ROOT MU 6 SOCKMLEP Grading Notes M Pro W benveerk b top w6 of hybart. *.0102 42 as pw topagropt k earvey Norokd L Edo, ad Aesotol►s im . Mar 17. 20M 2 TwbcO stdseaa /eetkWay cross -sbl» in 1.5% 3. M n04 a wrslryc(tew "4%04b ~ edam to Ho Co. mctib. stwWar* *ad W001Wotbne of The City of No.a,a� *l snd the MO Mt■AM t 0eportme.l d Pub6t 11 4 M 0.6 Sim v..4elk. and bye•I shell be www r the Metd 67 Mo cenboctor a.d appored by IM L0--dK We Archtecl pier to 4.96'^1^9 Work S. M now or edlu W w,atwtes. gm 940". 004w got" and odor ssrrrcea 10 be hook MR% Aid,.d grade 6 M •f- or edjvoA cafth bast. raft sMd be del 112 babe 16,baed grade 7_ Nbtity the tandacape Ard,llect of e••r dl a Vencies ptor to corobucibr. Erosion Control Notes 1 . Etaeiar cw*ol omeaeeses ~ be boorpwalad in 2614 "go"" d eoralmr0o• to ptsw+t =&-P0-bden rtA,aH Fro. 4oJ•g the ate. and ~. Whwe aPP4at4. oersM d at k" Uo %a"" precedsrss; o. A villetio. I e 9" dor.stoPe A* boundar w par to eo^r"■'e'►"9 coy oao..ak re." mis. stag be moan 1401E 1 re.6a , 1 27, a aPp•a.ed .aed D. T.mpo -" DO M OF havaclee t0 Prc• -, aldr'•.t�t -ads' •vdr frarr enla6+q boi.ege syslerm c 26264. or ngoAd atePw d 31 w p eals and gceiN ap ed Ore. aw /a seed old ,4126 v per 0w,a New a alaPea d 2:1 w yeah• 4414 be bbrtreled With C..Iv erosion towMd lnotCrg or apPo.ed eater PmAde Mpo'a y Owe vaeie. enrol .I s nV**d d. Fl ad y .wn g aha. be 099140 WW stops atabil vfr •■■dl w yowl cover ad hey Belch upon tar•,pkr e Te -vovy halbep dkoe awed each eateh bow 10 pe•enl aiblbr. 2 M hybeis o.d so leme woeb• and v*0 *wlotbn checb ~ be pix Pr1ar to b■e6rin9 .ark as Per 6o Ploe ad as Per 6o app opkok 041011 weci Ohara 3 whwerer 1 ay4961 ar sat lone Iowa an stoc VW, shad be wW61tab to good Wo,two endRto. w4l grand mw In .eeriabMbhed. SM low* ~ be Pe•bAe■ay ova -w as nPCeaawy to ewers Prow ad etNcb a Meeet:oerp itooeb snot dso be r"Ime . rocessory. b 9 C1 ed• WVft fWK ton 4 thlturd •egef~ oho/ be re/ebrW et,sra v Swede M to to salod,ted slat at 00"Oftrtiton CC" ti 1110 e.ea ih.re poseile. Ciao' shd i..wedelsy precede eCM), S Mb ~ion std be pMeeed k.ko Mr etb.de a, aft and no ero•iow of coy bait edge std be .Moved tradw am, tircuwata.ces l SW eloNyeea " be a w ad neded Wit twnPwary toes. as W solo .9 apeNbcatbwe or reticbod ■ y00 b to be u+ayea OW abAw The OW" be- pl -akpe of 40 t4octpeed sues " be protected by 94atnd heA cks or sal levee Ne)ac1 a A.c1� l st be eowet�ite a , deg ion torts .neast.ee. t 4 SPECIFIED ARI NNT ►unrli= lru�ir�i =lr�i= -VE. , S, -10 a 11LLL>„6 tli►Uii�l =tlni =2611 ��`�i �� PEp � titbifALTtlifRY a6TROtrpq Block Retaining Wall pA_2 �o: to S`Lk 0 to 20 40 W Vaal WSW nwE ao WE SEE SPEWCAIM FVK \ 9-24 TO K SE7 DO tom M BLANCHETTE LEON L do ELIZABETH/ 219 COLES MEADOW RD AoAa1 >o tyuoc SM NORTHAMPTON. MA 01060 '°" ° vft cknm 1Mr \ / VEEPMw E SEE SPCCi1fATM IA1LT PIPE wom SET N FULL 8 - \ OMP PPE M1 e P K - nl MOIL V LAUREL PARK ASSOCIATION�� ; LAUREL PARK BOX 2 = a ooMlc calvIM WAG NORTHAMPTON, MA 01060 r • _ •. �•• �.• �•• �.• �•• �•• �•. �.• �•. �•• �•• �.. �.. �.• �.= �•.�••�•■�••�•.�••�•.�••�•.� _ IITg57U1I�D lMI[TNL N 04 E 25500' OR CDWXTCD SOEEWD TOTES t. NED40M 10 001M0E Oe 10 LE CCAOEO Wit PLACE 1/s C 9CIlE 1 IESML 4EWMM 26266E Dl ,' SGEi'MED plalEl (f - -1 1111) 0110M OUR SIDE END OF PRE. 116E WOW OF 3 KEPFIOILS PER VW ' _ . _... R 11s• " _ �.. 2. cow tRll3 FPUJW Eta 1W SEC" " ME 0" Or . 016" PWtla15 126E USE or CO W& SEtim SWAXIM MUST __._._.._.._._..._ ._...._ __.. ._. SL1PPOm lao L00011C : ........ _ ....._.._.. __.. 6 PERF. MOPE 1 - - - -- 2 Catch Ba - :: ._.._ a A � 1 . - • "171:51" _ AIV OW-i205 .. P. GREENFIEL , MA 01301-1578 .. ........... . . _.. _.._.._.._.._. _ ...._...._.._._.._ _._...._ _ ...... ...... y 1 _.:_.._.. _._ _ .. ........... .. ........ _.. _....._.. _ _._.. i ,rt�c Mla�.lntae �•. .... � .._..... ........ NLe[ zt b R41 e tMteaaMr ....._• - ------ - - -- •_.• ette•'t> dole etw • •-- _ _ -- --- - -- - -- -- Iptk Pleoat ttt.eoeto oz► `� - - - Q[ CO[ Tfl'10e Z ■ • - _. • ' ALL A n ow OOWKIM 04111 4 • N ... -• _ » • • • �Al. ALL Aw5 a,. A /Peprlp .. •• : - 7$11 _.._ ..._ ..._ •�, aI1 awct 04M 3E - ...� -•_- - f 1"y_1K :7177 -• .tr tsr 14 0 g' '. :.: r,1Mii�q`'__ 260 • /n w neoo °", 211264 6 .Pt 36 :•MQRC.s•�S,E z'k: e1y iDUrT,oi - h ' no' .tn tIn 0 if n - 163' - +2" PERF -DOE S.+�SR 1 9- 1 2 - H OPE COPwECT l0 EXW. WATER k6AN M STREET PROP ONin TOP WVVLE FVM HIORMIT IDD.2 ELEVATION - 102.42' (ASSUMED) MN W 3 OUT-96.3 NORTH KING STREET 24' -12• MOPE S- vs.1 1 r, a , M r r.L • CONTROL STRUCTURE 4T' -M2 HOPE 5.152 4•TO6• Ir F1t1 -100.2 O,EtII/P 45- FW 6 ORiTCE -97,2 O • � - a ,. /.•�. 'r f .? #& - 109 4 /:./ ~� �+�' � NR SECTION TU CHAMBER 6 - - - •'��~•��'�� • EXIST. 9 f. TR STOM [AVAENT ST SMALL MAK E AP t$ SKCMM 60LU CACITY fRIM-97.9 ' �"� F•` 1 • • • - frf -�' 2609. Al I E MV A OUTLET W" APPLCABLL W !iv M (APPROX. 94 3. TfE C0%0 SM OUD BE P09MLD TLET 0" AE CU . ■ VJW FIFE Me I E OL WAWRFT PIPE tiV OUT (APPRO X) -93 9 4. M$1NA1E CONFOiRA11" AW" SISTEMS OF Sl0R6WWR TMEATIE,IT AMU BE ACCEVTMU P M COMPLWCf )1111 • /; .f /.-! .N, -109.0 109.00 / 4�. Storm� Treatment C hamber 1 ■� • 't : j =.:',� 106.70 1 . ` PROP S 816=100.4 ..... se .. y. w..... �.�.p i*rTatE' .urfaceS`evrag ; ;•. W OUT -97.9 25• -1r HDPE s.2% -: 10200 E..._ Disposal stem Location PROP :f : L....... . r.......... r0e C8#4 6. Y r• Rill -1005 if = 102.00 ot=97.4 W OUT -97.4 18' -+2 MOPE s=2z f • -- - i2 Rt�i -100 ' •;' ! '• 1 , • INV M -97.0 INV IN-970 AND . �/ ' Mtn OV - 97.0 Stec, I ! r• • ' 44' -12' HOPE S.2AT ---- - - - - -1 , ,e W -12' MEMPE S-29 , 4' - , 2''tDPE 5-29 a_ 101,75 95.3 95.9 1 W -94.7 . VMtM! I: _ ; i PROP sTORkMW1ATER 1 �! 1 1 TRFATMEMR CMNi6ER PRO 1 `� • t R1101-100.11 100.R1101-100.11 /- � 21C \S W o(rT -95.6 QFN 11.-99 6 , I W 0UT.98 d /�' - : PPAP 4 - •'••. • -_ -- -- ..�..�..�..� _ __ - -� _-" • _ • - *N O�uT =99e5 ► __ 04 50 49 W 255 no' .tn tIn 0 if n - 163' - +2" PERF -DOE S.+�SR 1 9- 1 2 - H OPE COPwECT l0 EXW. WATER k6AN M STREET PROP ONin TOP WVVLE FVM HIORMIT IDD.2 ELEVATION - 102.42' (ASSUMED) MN W 3 OUT-96.3 NORTH KING STREET 24' -12• MOPE S- vs.1 1 r, a , M r r.L The B erkshire Design Group, Inc, i Ilr.slax. - r_ A _�. -�.•_ L'rl�w. DeLf,. &, ri•a.�..rr.1 De „ s•• I 4 MP IPYe. NMMg1,'L Ya melimb 01010 103) 9026.7000 • FAX (613) 302 -700'5 >tr 9bM bbWW sw sW Ew aW1r eE1�1.Lia .9_` dab Die 111111111111 PQkNW Ld 61 • NO&W bate •e " a Cid -*r -OP)61 ' IV 1126 %%We kdr OM bt. b Third den '166 NORTH KING 5TRIMT MEPICoAL. OFFICE COMPLEX NORTHAMPTON. NAASSACHU=S Owners: Paradise Realty Partners, LI.0 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LI.0 1275 Elm Street West Springfield, MA 01089 Grading, Utilities & Erosion Control Plan Ra. Lmaa, 9141261 111404. Oc"" 3. 2002 I--". SPA -21 eve d +c 6eo I CONTROL STRUCTURE 4T' -M2 HOPE 5.152 4•TO6• Ir F1t1 -100.2 O,EtII/P 45- FW 6 ORiTCE -97,2 O 12 . OWF10E - -99. 0 26 299. NR SECTION TU CHAMBER 6 - W OVr -94 6 t -'1 6„�- MIO,E EXIST. 9 f. TR STOM [AVAENT ST SMALL MAK E AP t$ SKCMM 60LU CACITY fRIM-97.9 2. 1E USE OF FLOW COUEC"M IS WCOM MEMM 711 DROP PPE .9 INV M (APPRDX).94.1 Al I E MV A OUTLET W" APPLCABLL W !iv M (APPROX. 94 3. TfE C0%0 SM OUD BE P09MLD TLET 0" AE CU N 1-94 t VJW FIFE Me I E OL WAWRFT PIPE tiV OUT (APPRO X) -93 9 4. M$1NA1E CONFOiRA11" AW" SISTEMS OF Sl0R6WWR TMEATIE,IT AMU BE ACCEVTMU P M COMPLWCf )1111 THE S■EOrICATIONS, A147 APPIFXED Sy THE EM -IFFR / 4�. Storm� Treatment C hamber PA -2 `07 to S 6L• The B erkshire Design Group, Inc, i Ilr.slax. - r_ A _�. -�.•_ L'rl�w. DeLf,. &, ri•a.�..rr.1 De „ s•• I 4 MP IPYe. NMMg1,'L Ya melimb 01010 103) 9026.7000 • FAX (613) 302 -700'5 >tr 9bM bbWW sw sW Ew aW1r eE1�1.Lia .9_` dab Die 111111111111 PQkNW Ld 61 • NO&W bate •e " a Cid -*r -OP)61 ' IV 1126 %%We kdr OM bt. b Third den '166 NORTH KING 5TRIMT MEPICoAL. OFFICE COMPLEX NORTHAMPTON. NAASSACHU=S Owners: Paradise Realty Partners, LI.0 1275 Elm Street West Springfield, MA 01089 Applicant: Paradise Realty Partners, LI.0 1275 Elm Street West Springfield, MA 01089 Grading, Utilities & Erosion Control Plan Ra. Lmaa, 9141261 111404. Oc"" 3. 2002 I--". SPA -21 eve d +c 6eo I MO STD CLASS L TYPE l - I Mmom CW low MOM IRO 91A CLASS L TYPE I- I COIVACU WONEL 866 Teti Vk DC+6RT ; 12- 2_1n. I I I I I I I I I I I I i I I I i I 11 AN I _ � TZ d=�I 11 NI NIA —=-w� IflI =1n =h� IM FJIU rAW 1N +0111 * A" TO K twilit SW Opt CakwAm SIAULYDE DRW MAQ Ir KvW EDGE OF POWK VA4M PAW 6 MU WiVED NW f uaAUaLt toPOmOP6 AK ENDOWrM. KM OF W kYJVM W K K+FASM M M YIELD r i� Bituminous Concrete Pav r PA 3 Not 1° Suk " SWOW CLASS l TYPE l • FRKWM DESOMM KAM 6 A'PUCASLE ONL f CURB 6 TO NE RT AFRR W NO/ OR ON" MOM AW w FtuE oTKx.« COW" OU K ELReH4ED APO awQ WW W W TO eons OF W MM r 2� Concrete paving 3 , Precast Concrete Curb PIe. PA 3 Nol 10 Scele PA -3 Nol t° Sek EI/r 1� 1 1/r sw %rpm ICU" A 1061 AIO Ril eR CONC WAV44 OOIRLSE. Wo SM CLASS E TYK - 1 FY COw am"* COt96E MO STD CLASS L TYK l The Berkshire Design Group, Inc, i.w .rb as x A ^_ - x _• w •e cm, a T ;,,s•,,. q P6..,.. v'hw.IAe .. I e Am tba. ►a�I.nAleel rfmtbm% mm (413) W-70ao • A 50 -7on i 1i rPPLy b w1 Wambd m *4 11h PTAM OF P>�R McEw wlaf at dpw P*O*w PA/ of / t>fird WNW OiY1t1 w Cks 00m ww" A The Melia " am* ee. b ~ dw SEE FLAN FOR TYPICAL rwunl r ok COMYCIM OWL LOW Cm WAVRno" =5-1 Accessible Ramp PA -3 Nrn 1° Sale 24 .a fk16 Vm New 1 - PLAN r RA PW FLA WW SECTION A —A 6 wood Guard Rail PA 3 Not to Scek W �D Of IORUPt APA*T 10 CMDE MPH W$OWY OR 21 WK HW LORE W" 12 UN" COWACPED QVRQ ! _ ALL AXm it CROSSSECMN 766 NORTH KIN& STREET MEVICAL. OrrIGE GONPLEX i N0RTHA -V?MN, M.ASSACH SEr Owners: Paradise Realty Partners, ILC 1275 Elm Street West Springfield, MA 01069 Applicant Paradise Realty Partners, ILC ; 1275 Elm Street West Springfield, MA 01069 � 1 Re Lei °rn l a '� Light Post Base PA - 3 ' \01 in Selo : 9 Outlet Control Manhole PA -3 ND, °Sale SEE PLAN FOR "DTH I -112" OD. rK PA e/ OPIE ow PMER 40 W C WS RACK VWT CONPw" 10 %am SFW DRAMC O.Q m roes ./ OPIE DOQ PMM APO TWO CWS ILK% MV f WRACTOR 10 STAMP SWW r , , 5 - n TPa . 20 • (2 EACH OW N PINTS Caw Pm mm P-ILL; k 9W EMI+ PIDW. I - Wt OMM as C9%9TR 6401 POSH M rm sa " Fm LWtlMI 2 -11r LO CALV SLEEK e/ ISH VDIS T GFW FRONT VIEW SIDE VIEW \ N ws, co wom Concrete Steps PA 3 N011aS.ele rf+PSi+ED EauDE SEE GRADQW. 7= re= EM'SM = =E PRECAST 20.000 GAL(oppro CONC TAW 12' CRUSHED STOW AAOUPO SUBDRNII V PERFORATED PVC %WRAM FILTER FABRIC a Lam. 'N 1rsc L-c LAO a aZA. -tly-N 10 "\, Underground Detention B asin !A-3 N(mlas Lk a' COLAPACTED GRR^fL 74M IIWir. 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