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Kollmorgen Site Plans 2009-o 0 V) 0 0 0 W U L Q_ N -— Eop GRAN. CUR13 — WALK GRAN. C11R8 EOP 4 4 Qt CSC' 0 — STREET p R I N C SPEC N /� BAS� IN -5 TREE I r TO N A. o WHEELCHAIR ° 1 I - _ REMAIN (TYP n' RAMP TYPE 3 0 ��© OF 11 -� � � ::: r-- ) I [ f I 0 ka 1 � HMA BERM 1 1 r: ry ' . � \ END HMA � _ _ REMO _ ' - ► �� TYPE "A" _ ERM E 1f �0 1 _ - RESET GRANIT - �► ' o ` / p D. CE R SNOW STORAGE '160 PRIN _ _---- ��� ► AREA I - ' TRANSITION , ___ - - FROM GRANITE - kR��P LCHAIR CURB TO HMA 1 1 - TYPE �Ft� POCKET BERM TYPE A ' �� PARK , , � , . \� 1 HMA BER WHEELCHAIR TYP E A . -- -_. .._RAMP — TYPE 4 ol �-WiDE CONCRETE SIDEWALK TYP � � �; �Z6 • HMA BERM TYPE A WITH OPENINGS 1 WHEEL AIR �, � �2 �\ I 62 A RAMP —T PE 1 II FOR STORMWATER (TYP) \ 1 1 ' 1 SNOW STO E SEE DETAIL ON SHEET 10 WH EELCH AI R , + A A 'P�. _ � ,. RAMPYPE 1 EELCH I - 3 1 --/RAM , I BLACK VINYL COATED .11 � �� � 0 • n `q r HAIN LINK FENCE, -- ool \ / \ BIKE R 1 i R A. \< p - J \ /TRANSITION FROM \ GRANITE CURB TO ' Z r HMA BERM TYPE "A" , '` a I ` 1 j - - N PAVERS /'HMA BERM / TYPE "A" --� 1 - ' / GATE ( TYP OI / , 1 STOpy W fi BLACK VINYL COAT LINK FENCE WITH PRA VINYL SLATS ON WES1 / 1 V / 1 1 RETAII 1 1 r 1 ,A 1 / A 1 1 l � 1 I _ w - MAIN 1 ENTRANCE ENDJIMA M TYPE: , � / •� Ile, � f EMPLOYEE Z %�� T(" r I � � ,, It ��•'; ' ENTRANCE r I G g WHEELCHAIR VIP, EELCHAIR RAMP —TYPE 1 `Zr° �� r • % / I o R RAMP --TYPE 2 G p f vx\ -OWN No fi' WIDE CONCRETE - I � c�AO F 65 SIDEWALK F • G DUMPSTO / fWTw NC r - sCRE� f , -; ; ` COVERED 1 LOADING 1 20 ReAR ' - I SETS CK • ''- - DENSE GRADE - - STONEfIRE - AC SS ROAD � COVERED STORAGE X190 X` LL / , 20 REAR SETBACK' l "ZI �_ PROPOSED J,' I '� • BASAL- PARKING SUMMARY ,�_ \ _• ,- v MINIMUM 3- 1 REQUIRED PROVIDED i 0 - Q' r -8 ♦ r, 6% �, . N0. OF SPACES 304 485 ARE 3 13 / �a \ / 70,000 SF MANUFACTURING — 1 SPACE PER 1 000 SF _ _ _ \ / J r — 70 SPACES 17 / / 70,000 SF OFFICE SPACE — 1 SPACE PER 300 SF HAY BALES AND / — 234 SPACES _ SILTAT�N FENCE 0' / -- �_ 5 I ' = - ti. G 0 NO. OF ACCESSIBLE 9 11 ' J-15 SPACES No. OF BIKE RACKS 0 2 r 2 — 16 BIKE DOUBLE LOADED RACKS NO. OF PREFERRED PARKING 0 29 SPACES 5 SPACES DESIGNATED FOR CARPOOL PARKING f I 24 SPACES DESIGNATED FOR FUEL — EFFICIENT AND / � 2V2 sroRr � , LOW — EMMITTING VEHICLES 3 -3 / WOOD BUILDING _ \ CB RIM - _ — 60 O 30 60 120 =!55.60 — . GROVE STREET \ - _ SCALE: 1 - 60 _ L _...ter . 7T" i rM ---rn 2 714 , a T19-he&Bond osulting Engineers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com � Kollmor en Electrom0ptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5!21!49 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5,107,109 SITE PLAN APPROVAL APPLICATION B 4124109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4110109 ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date IDescription PROJECT NO: 0-0106 FILE: Site Plan DRAWN BY: JMM, TMP CHECKED: JPV APPROVED BY: FJH SITE LAYOUT PLAN SCALE: 'I" = fi0' SHEET 3 OF 12 O UJ /.I s` a 0 00 0 0 U 2�Q I 1 � cAa�E cRAry cuKd _ �, - 11 VAULT ' �� ' ! D _ CONC BALK �S�J _C-- - p--% - MH .-e- — - ` ---- - R URR EDP EOP GRAN CURB -- _ 1 e- --------------- OMH �-� CUR Eop �'.r"C B1 NC. WALK o COMMUNICATION — _ GAS, ELECTRIC AND CO r STR�E �Ra� CONNECTIONS TO BE COORDINATED .. - / - - p Rs N C- _ ...... . ALL UTILITIES 4 - �- - D -12"W _1_ �-- WITH UTILITY COMPANIES _ . rBN� -- DM _ - -_-- 9p \ I TO BE INSTALLED BELOW GRADE. s SIGN & - - s T. sicN _e___ -� CB w a l tN / EXJSTING r2 W 12 "VALV YD i ,� 70 STR� / , :. PROPOSE SMH #3 r P - o RIM= 175.0 —16 i " INV IN =1 .50 PROPOSED 8. PVC - LOCATE EXISTING 12" WATER LINE AND !NV OUT= 69.40 \ S WER .LINE SLEEVE. REMOVE SLEEVE AND INSTALL 1},.� % o - - z 12 "x8" REDUCER AND 8" DUCTILE IRON ` , �, / \ - E JsnNG sM 1c PIPE TO BUILDING AS SHOWN. CAP Z �� / , \ V IN- 1144.1'0 -* a �P , -� AND ABANDON EXISTING 10 PIPING. - . � ,- - -''1 � ".. SDR35 --- —l�vv our= r38.3of VERI� ON , { - - , ,. '� 6 8 MH G) _.� 1 `1 j SS PVC =0.16 �+ -4" Pvc 8"-45* BEND, ELECTRIC /TELEPHONE/ '" ( 0 1 MJ, BLOCKED 7 CABLE TV SERVICES QVV - - -�` 4» DUCTILE IRON � � � � -',,5 �` 5 E'[ � � � Exls TING 14 ` 5 WATER SERVICE ~' sl �� �" , �0� I 8 SANITARY \ / / 1 ' ' ; 1 \ 1 �O • } SEWER STUB CAPPED AND BLOCKED �1 , �PROPOStD ,. ,SMH 1 1 �1M= 19'5.00 1­5 IN1r! --1N'= 186.90 ` \ L E AND CONNECT 8" PVC \ \ - » SEWER LINE TO 'EXISTING STUB \ » » , / PROPOSES, 8 PVC ANCHOR TEE; `z - ' ` \ » //1 = °L` �' . \ 1 SEWER LINE \ %° /•' N 1 MJ, BLOCKED PROPOSED fi SDR35 PVC -" PROPOSE SMH 1 STUB WITH CAP FOR # 1 _ 1 RIM= 199.00 FUTURE CONNECTION 2% MINIMUM SLOPE ) INV IN =19 .00 , 1 , 4 GATE VALVE ., INV OUT =1 0.90 do V PROFS S D 8"i SDR'35 - I 'PVC SEWER LANE �- EASEMEN Y k R TO CROSS 18 / r 1" 1 MIN BELOW WATER ` p PROPOSED WATER, .,SE-RV� E % 1 - __ __- _ _ •-" - / ;' � VII' ` '1 'y �' _ - .' - AS SERVICE �' 1 •" PROPOSED 6" SDR35 PVC SEWER CONNECTION (2% MINIMUM SLOPE) jI f SEE ENLARQbAEN ' / / 1 THIS SHEE�T/T If r % I / FF EL 200.00 8" DI WATER SERVICE , J i - I 8x4 -TEE, MJ, BLOCKED COVERED 8 - 90 BEND, MJ, BLOCKED OD LOADING ZY f ' 8" GATE VALVE WITH BOX SET TO GRADE 4 "- 90' BEND, MJ, BLOCKED COVERED f ��� , O� F1� S 4" GATE VALVE WITH STORAGE N�� OD BOX SET TO GRADE 9 4 c f E EXISTING 10" WATER LINE 4 BE f / 'CAPPED IN GROVE: ST. BY oTHFRS ENLARGEMENT Z. 1 -10 T 0 1 he &Bond �onsulttng Engineers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com 041 y Kollmorgen Electrom0ptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5121109 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5/07/09 SITE PLAN APPROVAL APPLICATION B 4/24109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4110109 ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date Description PROJECT NO: 0 -0106 FILE: Site Utility Plan DRAWN BY: JMM, TMP CHECKED: JPV APPROVED BY: FJH SITE UTILITY PLAN SCALE: 1" = 40' SHEET 4 OF 12 U, /L1 /U:, Ij OMH C8 ppONCE illilljlllllll N CE S-TREE pRl o� i / a - - 112 \RdP , ' X3.7% CB -11 - BIORETENTION � ' r7 AREA (TYP.) CB-1 �`� . Jo 6 Of ` 1 r 7-, . 1 CB -15 _ CB -14 0 Opp- 1 ► 1 = = -- 199 - -- \ �f' 1 / 1 L �__�:� - 9: ,� � - 12" RCP 9._ ', 2" RCP C� 0.9% 1 f , / M F -0 0 2.74 12" MCP' 1 �' i ► P 01 -12 RCP r , r 1" RCP �1 -5.8% 1 y 01.6% 5 MH -4 V. oo '�� 1,� ✓ B -12.• 15 to R P 24" RCP T v ® 1.0 NtF�, 3 00.5% �� d�N 24" RCP 30 RCP �Q 0.5 %- 02.0% F 10" DI ° 0 0.5% 15" RCP OC 3 ®1.0% � , WATER QUALITY A TRUCTURE (WQS) -1 12" RCP 01.0% 12" RCP 00.8% CB -1 \ 1 \Oqjro 7 ROWS OF 154 LF 18" RCP CULTEC R -330 XL RECHARGERS IN ` STONE BED OUTLET CONTROL INV = 190.25 1, STRUCTURE (OCS) -1 INV IN -_ = 191.25 ' MH -1 12" 2 , 00.75% / TOW =194.0 BOW =192.0 - ail - c1 CB \ i TOW =192. -Z -�% BOW =190.0 r� BOW= 191.0 TOW =194.5 B0W =189: �, = 178 / 3 -12 172 wETL. A RE�4''• OUTLET = 175.0 TWI N 6" P VC 02.0% 000 Y W If. j �I 6" H D PEE 'j Z4' EX STING 'MH 0 1.0�' ' � RIM, � 53:0 1. ► i INV 141.1 (IN) 0 TLET !' / ,INV 14x.1 (OUT) 12 RC ,1 IN = 191.8 0 0.77% 1 � 1 0 �1.0% to 18:1 7o --- 18 RCP 7 0 2.0% MH -10 ;j y � � �� , -,- � � ,. r 21" RCP � \ 1 1 12 FRCP 1 �.3% , 1 `2.2% �� MH -12 ' - � 6" jH �E \ \ 1 f ,1 .0% INV t,93 ;0± _2 ` 1 j 12" RCP / 9Q 1 �. ! 1 12'1 !RC ► 'B 20 01.0 %_� 1 I r 12" RCP-,, y 12" RCP, 1 / 8 1 , ,- ' , H-15 f - 1 1 •' � \1.2'O",. R GP 00 �' '� '� '', y C `21 1 ! J 71 12" RCP of r / 1 y C 22 / l 1 1 of / DRAINAGE STRUCTURES 0 f CB -1 CB -12 'r I % GR = 197.5 GR = 198.2 RIM ? 198.5 INV = 192.5 INV = 193.47 o / INV = 191.35 ; CB -13 � ./ / CB -2 GR = 198.2 MH -3 i ' GR 197.1 RIM 197.9 ,/ / / INV = 193.3 INV = 194.8 INV = 191.5(NE,S) INV = 191.82 E / ' CB -3 CB -14 ( } t GR = 197.7 GR = 198.0 MH -4 INV = 191.9 INV = 194.6 RIM = 198.2 INV = 193.1 (NE) ' f = CB -4 CB -15 INV = 191.84 (SW,E) GR = 197.2 GR = 198.0 INV = 191.7 INV = 194.8 MH -4A CB -17 RIM = 198.2 f / CB -5 INV = 192.31(E,W) /• GR = 197.7 GR = 191.8 INV = 193.08 (NNE) f INV = 193.34 INV = 188.2fi MH -5 CB -18 CB -6 GR = 191.8 RIM = 198.2 GR INV = 193.37 ' INV = 188.6 / II INV = 193.82 MH -6 CB -7 CB -19 RIM _ 198.5 3 GR - 192.5 INV 193.66 ./ I GR = 197.7 INV = 189.3 90 �� /' INV = 194.4 MH -7 I CB -20 RIM = 198.9 CB -8 DOUBLE GRATE INV = 194.5 GR = 197.7 GR = 194.2 MH -8 r INV = 194.4 INV = 190.9 RIM = 198.6 INV = 194.26 MH -14 CB -21 CB -9 / GR = 197.7 GR = 194.8 MH -10 / INV = 194.4 INV = 191.6 RIM _ 175.0± INV = 17'1.0 ` 24" RCP � CB -22 7.5% CB -10 MH -11 GR = 198.0 GR _ 196.0 2. RIM = 192.5 •� ,�'�� INV = 194.8 INV - 192.8 INV = 187.91(N,S,E) \ - INV = 189.32(W) - CB- 23 ( ) . \ CB 11 POND INL T '� GR = 198.0 GR = 195.6 MH -12 INV = 17fi. 5 INV = 194.8 INV = 192.4 RIM = 195.0 INV = 190.52 ' CB -24 ` \ WQS -1 MH -13 VORTECH #3000 GR = 19fi.9 RIM = 192.0 ,•� GR = 197.8 INV = 193.7 INV = 187.25 .� INV = 191.35(IN & OUT) MH -14 RIM = 182.0 •�• OCS -1 OCS -3 INV = 177.00 PROPOSED /� RIM = 198.0 RIM = 198.2 BASIN -6 / MH -15 INV = 190.25 (IN, OUT) INV = 191.4 (W,N) RIM 195.5 WEIR EL = 192.75 _ INV = 191.3 INV 194.45 (S -OVER WEIR) • / \ 14"0 ORIFICE 0 190.25 WEIR EL = 193.4 MH -16 PROPOSED BASIN -6 DESIGN AS DEPICTED IN THE APPROVED RIM = 198.2 PLANS "THE VILLAGE AT HOSPITAL HILL PHASE ONE DEFINITIVE OCS -2 INV = 192.2 SUBDIVISION, NORTHAMPTON. MASSACHUSETTS," DATED INV (2 -6") = 176.0 NOVEMBER 20, 2003 AND REVISED APRIL 30, 2004, PREPARED WEIR (5 FT.) = 178.2 BY BEALS AND THOMAS, INC. ighe&Bond onsulting Engineers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com +;at►e��� , caw _&I tK OF -43 PH J05EPH P �y g VIAMARI. JR. w CIVIL y -o No. 41776 a� A a r Kol I morgen !� ElectromOptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION PROJECT NO: 0-0106 FILE: DRAWN BY: SLK D 5121/09 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5107109 SITE PLAN APPROVAL APPLICATION B 4124109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4110/09 j ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date IDescription PROJECT NO: 0-0106 FILE: DRAWN BY: SLK CHECKED: JPV EWL APPROVED BY: FJH GRADING AND DRAINAGE PLAN SCALE: 'I" = 40' SHEET 5 OF 12 05/23 D, Lij a U -o c v i0 0 0 0 / i 0 u 0 i Lel _ �• Pvi is SMN -15 S _ 0 _�-- `J 8" PYC _ 2 1 t o r _ ws ws 1 AREAS NOT OCC' PIED- SM 41 • ',i , �10 BY PLANTINGS qHALL ER , O 00 BE SEEDED WIT , ' NATIVE Q° SEED MIX ' _-- - " `s - AREAS NOT OCCUPIED (2009 NEW EN LAND: _ Ac BY PLANTINGS SHALL GA 1 "`10 00 EROSION CON X BE SEEDED WITH NATIVE '` '' ''..1 ° OR EQUAL). EXISTING TREES AND JM SEED MIX - ° °,, IGHT UNDERBRUSH AREA. (2009 NEW ENGLAND - ►� ' ° REMOVE UNDERBRUSH AND PJM CR .... A °° ,� ° ° - � .... WILD FLOWER MIX SM � G �r- "• �� °$ ALL SAPLINGS LESS THAN Q OR EQUAL). t LL , Q ° N 2 CALIPER. - WS ' SM 1 3A �! AC - ,� �. WS I PB ,1 , • SM co ws F5B RM �� 1 1° , z ce i � \\ SM SM RM - G _ -� it ■ / Pi GA ° ° FD PL- NTING BEDS ALONG _ 1 a 1 0 1 ST SIDE OF PROPERTY 1 1 �' 1, - °° 9? ' LINE TO BE MULCHED 1 ° - J ; -� --' ,. = Q 1� s.- Or 0 0 D CIF 0 RM � � � 01 � ��, �, �. � >� 80 1 ` 80 1P -0 1 j o .r 00 ce C? o i c , QQo SEE DETAIL SHEET 10 5 , 1 M - � CR TYP 1 '! � GRAS - STORMWATER o COLL N SWALE (TYP.) WS (TYP) 1 , SE,� AIL SHEET 10 FOR ' ' / TYPICAL PLANTINGS. , ' O 1 BIORETENT ON ISLAND (TYP.) SEE DETAIL SHEET 10 FOR ` TYPICAL PLANTINGS. Ws ' y , o00. 2. s�Opy 1 KEY BOTANICAL NAME COMMON NAME QUANTITY SIZES 0 Carex muskingumensis MUSKINGUM SEDGE 11 FLATS 25/ FLAT OF Chasmanthium latijblium NORTHERN SEA OATS 11 FLATS 25/ FLAT SF iw Carex elate 'Aurea' BOWLES GOLDEN SEDGE 11 FLATS 25/ FLAT 19k 1w Andropogon virginicus I BROOM -SEDGE 3 1 GAL. CONT. b,y Calamagrostos x acutiflora FEATHER REED GRASS 3 1 GAL. CONT. Ix- Yinca minor COMMON PERIWINKLE 5 FLATS 50/ FLAT • Existing specimen trees VARIES - - ' 0001i 11 J -10 GA lam/ ° � j 1 j - ° ' I ° ,%, * } j RM 1 G 40 1 WS GA- / ` 1 / °� RM oe 00 ID 00 0 ae • , GA 1 ' RM I - -- - ff , �1GA' y ° I i IN t - .� ¢ 1 \G1 A ° 00 I oo i r ' I. y / _ `•- ,1 ', 1 RM 1 RM , , GRASS STORlNWATER .•rll %� GA COLLECTION SWALE .(TYP.) SEE DETAIL FOR } Y,,,,, 1GA1 �L', © °� ° 0O TYPICAL PLANTINGS. IN 1 r O �\` / #� 00 \ O° GA ' 'N 1 ' _ BIORE/ NTION IS ND (TYP. 1 : a} r 1 0 9 SE DETAIL FO G ° 4' raa • ° ICAL PLA INGS. �, '1 1 G Q �5 p s a � 1 1 OO TL ./ '1 0.0 o°o / i ,a,� GOO LL 00 i °g °9ao • � � pfd 00 °° ° ° 0o pO 0 KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE CF Osmunda cinnamomea CINNAMON FERN 30 1 CONT. OF Matteuccia struthiopter'is OSTRICH FERN 30 1 CON T. SF iw Onoclea sensib ills SENSITIVE FERN 40 1 CONT. M Hemerocal is D AYLI LY 33 1 CONT. b,y Rudbeckia ftdgida BLACK -EYED SUSAN 30 1 CONT. B Aster cordijblius BLUE WOOD ASTER 20 1 CONT. FD Aster divaricatus WHITE WOOD ASTER 20 1 CONT. KEY BOTANICAL NAME COMMON NAME QUANTITY SIZES WS AN �fQip Wa Picea glauca WHITE SPRUCE (WS) 27 3 -3.5" CAL. RM Acer nibrum RED MAPLE (RM) 8 3 -3.5" CAL. M Acer saccharum SUGAR MAPLE (SM) 7 3 -3.5" CAL. SS Amelanchier canadensis SHADBLOW SERVICEBERRY 2 3 -3.5" CAL. w (SS) FD Cornus florida FLOWERING DOGWOOD (FD) 1 3 -3.5" CAL. ' LL: Tilia cordata LITTLELEAF LINDEN (LL) 4 3 -3.5" CAL. ` ER Cercis canadensis EASTERN REDBUD (ER) 3 3 -3.5" CAL. GA4ft Fr'axinus pennsylvanica GREEN ASH (GA) 16 3 -3.5" CAL. TT Liriodendron tulipi f+era TULIP TREE (TT) 3 3-3.5" CAL. � PB Betula papyrifera PAPER BIRCH (PB) 6 3 -3.5" CAL. PJM Rhododendron 'PJM Olga' PJM OLGA 18 0.75 -1" CAL. RHODODENDRON (PJM) CR O Rhododendron carolinianum CAROLINA 16 0.75 -1" CAL. RHODODENDRON (CR) AC Viburnum trilobum AMERICAN 21 0.75 -1" CAL. CRANBERRYBUSH (AC) T !9-he&Bond onsuiting Engineers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com r of A��4 oa FRANCIS J. �y HOEY III Gv+ CIVIL"+ No. 40111 co P�•tN Of Mqs o� JOSF „0 P VIANII JR. CIVIL y .� No. flans ti r*sascl A Kollmorgen Electrom0ptaical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5121109 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5107109 SITE PLAN APPROVAL APPLICATION B 4124109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4110109 ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date Description PROJECT NO: 0 -0106 FILE: Landscp DRAWN BY: TMP CHECKED: JPV APPROVED BY: FJH LANDSCAPING PLAN SCALE: 1” = 40' SHEET 9 OF 12 VJ/ L I w a U 0 c/o 0 0 i V N O i t2 X 05/21/09 rA ■ Tlahe&Bond z -- �---------' �--------- rt----------- ,--------- �--- -. - - -- -- --- -- —;— -. -- — --- - - - - -i -- � - - - - -- -- - - - - -- -- - - - -�\ Cortsutttng Engineers ��-------- 53 Southampton Road � N r I 1 Westfield, Massachusetts -PLACE FERNc. AT INTERIOR 1 1 I I 1 ! ' (413) 562 -1600 www.tighebond.com OF I 1 I SF OF SF OF I 1 SF CF 1 I I B ' } I I CF SF OF ICY I 1 ! ' B 1 00 ck A J*_ MI A\ 1 I BOWLES GOLDEN MUSKI N GUM NORTH RN SEA 1 I SEDGE (TYP.) SEDGE (TYP.) OATS YP.} RAIN GARDEN PARTIAL PLAN l 1 I � � 1 1 I 1 I I � { 24" BREAKS IN CURB 10' -0" ON I { P�j%k OF A I jwl I CENTER o't� FRANCIS J. I HOEY III I i o CIVIL ORETENTION AR A PARTIAL PLAN 1 =5 NATIVE PERENNIALS (TYP) NATIVE ORNAMENTAL PROPOSED 24" BREAKS IN CURB 10 -0 ON CENTER MULCH (4" MIN) GRASSES (TYP) FERN SPECIES (TYP} BUILDING a`tH of �� JOSE''H P v VIANJ,, ]. JR. 00 U CIVIL -�•r 195.7 00 =:r .....iiiii:i:= iii ==___:_ II_I 33= p0 41776 �� _ _ II Ili i=:::ls ... _ :,�___£_ ____: _: _____:_} : €_:,_ ;, __ _ s= _ __ �'. :. .f:l..:f' ^:..:... •::>::r• .S •.:f: ' f...." :I:':i .:::: IiC :i.. ....s.ss: ..... ..._:::•:. i i =': :::::5 �...:..;: _ ;�.��::::« .... .i::::: «.:. ^•' i :i:::::: s.rEi.r I_I = III -1 1 I -I I I_I I I { __ + _E _ f 1=i , �`�io� �6� I I °o a :o o I =1 I I =1 I 1 =1111 oo� ea� ao��.00��..o�p0 °.0 — — _ :r:::=:t:� :� - :,: :::....... ........... :: I =1 =� I ! =1 I 1 =1 I ! =1 ....... _ . -:; - — —r i € ::Uii: :::::. - : r:3 : .. ...,...,.si:•s =�•• »k , .:.s /iii» 3: ri...:.. ENGINEERED " III � .. -_ _ �= €:111 -'.• —�' I _ - I -I i 1 I El - • PLANTING .., .� � MIX �;__ �' =111 =' ' • ' ENGINEERED � • 0i PLANTING MIX f -I =11 _ 1 f -I I i 0 1I- =1 Kollmorgen - - 1 1=41 1-1 - ElectromOptical fi _O� • TALLER GRASSES ORNAMENTAL NATIVE GRASSES AT INTERTIOR 24" BREAKS IN CURB 24" BREAKS IN CURB 10' -0" ON INV =193.5 10' -0" ON CENTER DENSE LOW GRASS SPECIES AT EDGES CENTER • PARKING LOT PAVEMENT PARKING LOT HMA TOP PAVEMENT COURSE Q HMA TOP COURSE SECTION A SLOPE SLOPE =2*—On 11111111111111111 _ z Village H ill, s ?:000 sT o00 ?: rill �: HMA BINDER �lrO:�,�l '0:�� f .... ��. ��� T ^ I 1-1 I f - 111 - 111 - 111 -III_ I I -1I I -I I I -1I I =11 - = I -1! 1=11 w - -- B I f ' , — — .1 I =1 I1 =i I f =1 I �•i o00 �� 000:�� c 2 . �: �.. . �, .. , Northampton, p Massachusetts NEVER CUT A LEADER &BASE 0:�� 0 0:�� O: r _ — 111 =1I _ , ENGINEERED I -I I —I� 0 4 0 0 SPACING VARIES - I SHRUB SHALL BE PLANTED SO THAT CUT AND REMOVE ) ?:o �T o p �? o p �� o �? o p s? o o o - o o . — =1 PLANTING MIX �T o Jo Oo a Oo 0 I•! SEE PLANS OR NOTES CROWN OF PLANT TO BE 2" MIN. ABOVE CROWN IS 2" MIN. ABOVE FINISHED BURLAP FROM TRUNK FINISHED GRADE AFTER SETTLING GRADE AFTER SETTLEMENT " OF TREE PROCESSED GRAVEL BORROW—/ HMA BINDER • 4" DEPTH AGED PINE BARK MULCH 2 -3" DEPTH AGED PINE BARK MULCH TREE SHALL BEAR SAME DEGRADABLE EROSION & BASE SITE PLAN APPROVAL (PULL AWAY FROM BASE OF PLANT) (PULL AWAY FROM BASE OF SHUUB) BACKFILL MIX PER SPECIAL PROVISIONS RELATION TO FINISH GRADE AS IT DID TO CONTROL BLANKET NOT FOR CONSTRUCTION " 3 HIGH EARTH WATERING SAUCER SEED SWALE WITH 3 HIGH EARTH WATERING SAUCER PREVIOUS GRADE SEED MIX BEFORE PROCESSED GRAVEL TWO #4 GALVANIZED WIRE BLANKET INSTALLATION BORROW ENCLOSED IN HOSE 1 I i 1 I I 6"' ROOTBALL BELOW COMPLETELY REMOVE SYNTHETIC '�\ BURLAP AND LACING. FOR 2" NORMAL A -120 STEEL PIPE, PAINT DARK BROWN SECTION e % /% / % / %� / \� /jam / / / / /i / /i / /i. r, BACKFILL MIX PER SPECIAL / \ //\ PROVISIONS ROOTBAL CONTAINERIZED PLANTS, REMOVE � 3X ROOTBALL CONTAINER PRIOR TO PLANTING. ° 3" MULCH, HOLD BACK FROM TRUNCK — REMOVE PLANT FROM CONTAINER EVEN IF "PLANTABLE CONTAINER ". SCORE SIDES 12 CUT REMOVE UNDISTURBED OR AND D 5/21/09 ENTRY DRIVE & DRAINAGE MODIFICATIONS UNDISTURBED AND BOTTOM OF ROOTBALL TO LOOSEN COMPACTED SUBGRADE BURLAP FROM TOP 1/3 C 5107/09 SITE PLAN APPROVAL APPLICATION SUBGRADE ROOTS. NOTES; OF ROOT BALL NOTES: 1. RAISE AND REPLANT ANY SHRUBS WHICH SETTLE MORE FINISH GRADE B 4/24/09 ISSUED -2ND MASS DEVELOPMENT REVIEW A 4/f0/09 ISSUED FOR MASS DEVELOPMENT REVIEW 1. RAISE AND REPLANT ANY PLANTS WHICH SETTLE MORE THAN 2" AFTER PLANTING AND WATERING IN. DEPTH OF ^ { PLANTING SOIL MIX: Mark I Date Descri P� tlon THAN 3" AFTER PLANTING AND WATERING IN. 2. SHRUBS SHALL BE SET PLUMB. ROOT BALL ;; 4 PARTS TOPSOIL & PROJECT N0: 0 -0106 2. EXCAVATE TO REQUIRED DEPTH AND BACKFILL WITH 3. WATER BY FLOODING TWICE IN FIRST TWO HOURS AFTER , 1 PART PEAT MOSS FILE: Landscp PLANTING MIX. PLANTING. WATER AND MAINTAIN AS PER STANDARD 2'_ COMPACTED SUBGRADE DRAWN BY: GMB, TMP 3. WATER BY FLOODING TWICE IN FIRST TWO HOURS AFTER SPECIFICATIONS. CHECKED: JPV PLANTING. WATER AND MAINTAIN AS PER STANDARD 4. LOOSE OR CRACKED ROOTBALLS WILL NOT BE ACCEPTED MIN APPROVED BY: FJH SPECIFICATIONS. FOR PLANTING. PERENNIAL PLANTING DETAIL SHRUB PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL LANDSCAPING DETAILS NO SCALE NO SCALE NO SCALE SCALE: AS NOTED SHEET 10 OF 12 05/21/09 01 3 O Q 3 O 4- a co O a- O 0 / 0 V v O 0 6:00 --7:00 AM 7:00 --8:00 AM 8:00-8:30 AM 1 r t i k 141 CARS A _ 132 CARS 35 CARS f B f pig DM EXIS TING - 'HYDr SIDEWALK DELIVERY /SHIPPING -! 1 ENTRANCE _ / �' J �'�� ' BIKE RACK AREA TYP. STOP SIGN/ j 1 � ,� � RIGHT LANE FOR -_ -. ,' � /� � , 31 / - / ` 1 1 RIGHT TURN SIGN J RIGHT TURN `� 1 ONLY SIGN 1 STOP LINE Zq� 4 r + 9 1 r — �(0 1 0) , � 1 � FIRST FIVE SPACES TO TYP. 1 1 f BE DESIGNATED BY ] TWENTY—FOUR ' / 1 �`' SIGNAGE AS CARPOOL „ SPACES TO BE PARKING DESIGNATED FOR FUEL— EFFICIENT AND 1 J ! 1 1 f J / 1 LOW— EMITTING VEHICLES TWENTY —FOUR ' SPACES TO BE DESIGNATED FOR Q , ? ! 4, / FUEL— EFFICIENT AND w c�°` \ LOW— EMITTING ' VEHICLES _g p 8„ PVC —'� 5 O 13NO1 - �N j2 °w Gp 3:00-4: 00 PM S:- f ` ,, _ - - ,1- ce DMH 4:00-5 '00 AM 1 �0,-CARS 0 - _._ ` = J _ - _ J w .30 AM 56 CARS If pRiN cc srR��� _`� H 2' W X11 STOP LINE RIGHT TURN ONLY LANE T19,he&Bond onsulting Engifneers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com 41-101 Kollmorgen Electrom0ptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5121109 JOSEPH P sG 510 7109 V A4' E,PI. JR. B C.1 CIVIL rn � ►-v No. 41776 y 41-101 Kollmorgen Electrom0ptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5121109 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 510 7109 SITE PLAN APPROVAL APPLICATION B 4124109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4114109 ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date Description PROJECT NO: 0 -0106 FILE: Traffic Flow Plan DRAWN BY: JMM, TMP CHECKED: JPV APPROVED BY: FJH TRAFFIC FLOW PLAN SCALE: 'I" = 40' SHEET 11 OF 12 V J! 'L / v. �v C 0 d U L a� 0 0 -r- 0- 0 °o 0 U a� 0 r.1 .0 b.0 b.0 b.o b.o b.0 b.o 0.o 1b.0 O.o O.o b.0 b.o 0.0 0.0 b.0 b.0 b.0 , J� b.o b.o b.o b.o b.o b.o Vo b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o Vo - _ -_ _ . -- - o O.o 0.0 b.o. 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' b.o b.o b.o b.o b.0 b.o b.0 b.h b.1 b.1 ■ b.a 10.0 0.0 b.o b.0 b.o ■ ' 0.00.0b.040.0 b.0 ' STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min NOTES Dock Area + 1.0 fc 4.7 fc 0.2 fc 23.5:'1 5.0:1 1. All Type A Fixtures shown are mounted at 16' AFG. 2. All Type B Fixtures are mounted at 25' AFG 3. Type D Mounted at 22' AFG Aimed at 45 Degrees Entrance Drive .� 0.6 fc 2.2 fc 0.1 fc 22.0:1 15.0:1 4. Types B & C are full cutoff 5. Types A, D, & E are cutoff Parking Area 1.1 fc 4.0 fc 0.1 fc 40.0:1 11.0:1 6. All values are maintained after bum in. + 7. Light layout and luminary level plan provided by Holophane on May 21, 2009. Perimeter Spill + 0.1 fc 3.9 fc 0.0 fc N/A N / A LUMINAIRE SCHEDULE 5121!09 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5107109 SITE PLAN APPROVAL APPLICATION Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts PROJECT NO: 0 -0106 FILE: Photometric Plan GR10DMH000XS26 GLASWERKS II 100W CLEAR MH VBU JPV APPROVED BY: FJH A 4 N GLASWERKS II With BD-17 500209.IES 9000 0.72 100 o Mounting Arm ASA SERIES 15OW MH ONE PHILIPS 150 -WATT LTL14000.IES 93000 0.75 457 B 8 ASA 15M R3 TYPE 3 SHORT FULL CLEAR ED17 PULSE o CUTOFF - ONE UNIT PER START METAL HALIDE, POLE HORIZONTAL POS. 13 ASA SERIES 150W MH ONE PHILIPS 150 WATT B2 13 ASA 15M R3 TYPE 3 SHORT FULL CLEAR ED17 PULSE LTL14000.IES 13000 0.75 914 CUTOFF TWO UNITS START METAL HALIDE, PER POLE HORIZONTAL POS. ARCHITECTURAL ONE PHILIPS 70 -WATT 0 C 1 WST 70M FT SCONCE WITH CLEAR ED -17 METAL WST 70M-FT. 9000 0.75 95 FORWARD THROW HALIDE, HORIZONTAL ies DISTRIBUTION WITH POSITION. CLEAR, FLAT GLASS LENS. CLEAR LAMP. MEETS THE 'NIGHTTIME FRIENDLY CRITERIA FLOODLIGHT (UPLIGHTS) ONE PHILIPS 150 -WATT D 2 H710 150M VFL VERTICAL FLOOD. CAST CLEAR ED -17 METAL H710 175M 93000 0.75 350 Q METAL HOUSING, HALIDE, RATED 14000 VFL.IES BLACK PAINTED LUMENS, HORIZONTAL GENERAL INTERIOR, POSITION. FABRICATED SPECULAR PEENED ALUMINUM CENTER REFLECTOR WITH BOTTOM " V" SECTION AND SIDE REFLECTORS, CLEAR FLAT GLASS ENCLOSURE IN BLACK PAINTED CAST METAL FRAME. E 2 PK10DMHOOCXA PARKPAK 10OW CLEAR MH 47542.IES 9000 0.75 100 T 0 he&Bond consulting Engineers 53 Southampton Road Westfield, Massachusetts (413) 562 -1600 www.tighebond.com tH O F 11l,�SJ� JOSE °H P �yG VIAMARI, JR. A CIVIL --4 .a No. 41776 fAl Kollmorgen Electrom0ptical Village Hill, Northampton, Massachusetts SITE PLAN APPROVAL NOT FOR CONSTRUCTION D 5121!09 ENTRY DRIVE & DRAINAGE MODIFICATIONS C 5107109 SITE PLAN APPROVAL APPLICATION B 4/24109 ISSUED - 2ND MASS DEVELOPMENT REVIEW A 4110109 ISSUED FOR MASS DEVELOPMENT REVIEW Mark Date Description PROJECT NO: 0 -0106 FILE: Photometric Plan DRAWN BY: JMM, TMP CHECKED: JPV APPROVED BY: FJH PHOTOMETRIC PLAN I SCALE: 1" = 40' SHEET 12 OF 12 LJ /G1 /V7