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24B-046 76 Carlon (20) 966110 0 030 a ^ - lz• eoLTEn ToP w soon.w/ 06•AwrwNUM PANEL 1 1/2"TYPE I-1 CLASS 1 _ BIT. CONIC. SURFACE HOTTS RPEp CA V. COURSE -. �d: BOLTS a 1.; �y MAX. }' MAX. �� w/U.S.O.0 M UQN,ON � 2 1/2'TYPE 1-1 CLASS 1 BIT. CONTRACTOR SHALL PROVIDE ALL MATERIALS.LABOR,EQUIPMENT,PERMITS AND APPURTEN4NCES NECESSARY TO PROVIDE A COMPLETE PROJECT SIDEWALK P Q MAX. MAX. Q UNIFORM TR C CONTROL CONIC. BINDER COURSE AS INDICATED ON THE PLANS. 4'v / �4, OEACES THE CONTRACTOR SHALL NOTIFY DIG-SAFE AT LEAST 72 HOURS BEFORE(TEL. 1-800-344-7233) COMMENCEMENT OF CONSTRUCTION. ti NOTE:SIGN TO BE PLACED NO EXCAVATION WILL BE ALLOWED WITHOUT A VAUD DIG SAFE NUMBER. ON FACE of BUILOING —+- t.t 6"TYP, UNI CTE On1ETM6E ALL CONSTRUCTION ACTIVITIES TO CONFORM TO THE CITY OF NORTHAMPTON AND MASS. HIGHWAY SPECIFICATIONS & REQUIREMENTS. " 1.12 MAX N DIRECTED. THE CONTRACTOR WILL PROTECT ALL CUTS WITH BARRICADES AND UGHTS. PROVIDE POLICE PROTECTION,AND AGREE TO SAVE THE T-G'MIN. CITY OF NORTHAMPTON AND THE OWNER HARMLESS FROM ALL CLAIMS FOR DAMAGES WHATSOEVER. EDGE OF ROADWAY To SE usm P-xi 1 AN KcfSS9lE SPACES PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING OR OCCUPYING PUBLIC WAY.CONTRACTOR RESPONSIBLE FOR RECEIVING v 12'SUB-BASE COURSE APPROVALS FOR ANY WORK FOR WHICH A PERMIT IS REQUIRED. 2'O.D.GAIN. GRAVEL BORROW CONTRACTOR TO CONFIRM THE SIZE AND LOCATION OF INVERTS FOR ALL EXISTING STRUCTURES`TO BE CONNECTED TO PROPOSED LINES -- - STEEL POST MHD TYPE M (.03,0 TYPE B PRIOR TO COMMENCEMENT OF CONSTRUCTION.TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. IT H E 7Ti CONTRACTOR'S P I N.T.S. sEAtANT SHALL D E RESPONSIBILITY BIUTY TO MAINTAIN UTILITIES FUNCTIONING P R IN TH ALL U U E$ T PROPERLY E AREAS UNDER CONSTRUCTION 2 PVC SLRYE PRIOR TO THE TIME WHEN THE FINAL SYSTEM IS PUT INTO USE.ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THIS CONTRACT TH"`0 WALK TENSAR SS-i (BXT LOO] GEOGRID $HALL TI LEFT IN A CLAN AND OPERABLE CONDITION DI ST AT THE COMPLETION TE THE WORK_ THE CONTRACTOR SHALL TAKE ALL NECESSARY DAM FlN_GAADE j OR APPROVED ,DUAL. INSTALL PER PRECAUTIONS TO PREVENT SAND AND SILT FROM DISTURBED AREAS FROM ENTERING THE SYSTEM.CONTRACTOR O THE CI RESPONSIBLE FOR DAMAGE ,::_. .. ON wALR -k- MANUFACTURERS RECOMMENDATIONS SUSTAINED TO ANY EXISTING UTILITIES AND IT IS HIS RESPONSIBILITY TO MAKE REPAIRS TO THE REQUIREMENTS OF THE Cltt OR UTNTY COMPANY. (-^NCR,c PAVEIIS EANIN - LOCATIONS OF UnUTIES SHOWN ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY, PLANS OF RECORD,AND OTHER AVAILABLE SOURCES. USH w/ADJACENT SURFACE) THESE PLANS DO NOT NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST.CONTRACTOR TO LOCATE ALL UTIUTIES PRIOR TO CONSTRUCTION. -- z THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL BOUNDS AND PROPERTY MARKS AS SHOWN ON THE PLANS, LOCATED BY THE ENGINEER THE FIELD, _T SAND 5 LOCATED DURING THE COURSE T THE CONSTRUCTION.ANY PROPERTY MARKS OR BOUNDS DISTURBED OR DESTROYED FOR REASON SHALL BE R A RESTORED BY A / REGISTERED LAND SURVEYOR AT THE CONTRACTORS EXPENSE. - THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LAYING OUT ALL ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARKS SUPPLIED - - BY THE SURVEYOR OF RECORD.ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL THOROUGHLY INFORM HIMSELF/HERSELF AS TO THE REQUIREMENT OF ALL AGENCIES HAVING JURISDICTION WITH THIS PROJECT. POST SET IN WALK THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES COPIES OF DOCUMENTATION OF ALL PERMITS. _ ___ CATCH BASIN FRAME ACC, TO COTHRUCTGN,CONTRACTOR TO STAKE WORK LIMIT.CONTRACTOR TO DO WHAT IS NECESSARY TO SECURE OMIT OF CONSTRUCTION TO PREVENT -- Ci _ AND CRATE ACCESS BY OTHERS. N 7 S ALL EXCAVATION SHALL COMPLY WITH CSHA'S LATEST STANDARDS.ALL REQUIREMENTS OF OSHAS EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING - CEMENT MORTAR BUT NOT UNITED 70,THE PROVISIONS FOR A COMPETENT PERSON ON SITE AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY THE ENGINEER. SFLUSH��w/ADJACENT N T.S. i-BRICK AS REQUIRED CONTRACTOR TO OEWATER AS NECESSARY TO KEEP CONSTRUCTION AREA FREE OF'WATER,CONTRACTOR SHALL DISCHARGE WATER FROM DEWATERING TO APPROPRIATE CONCRETE PgVERS SEE PAVEMENT LOCATION AND WITHOUT SEDIMENTATION. CEMENT CONCRETE STRUCTURE DETAIL ADJACEM SURFACE SIDEWALK I t6'TO 24'TAPERED EROSION CONTROLS AS NECESSARY,SHALL BE CONSTRUCTED PRIOR r0 START OF CONSTRUCTION AND INSPECTEp BY THE CITY. {F-T� { ` 8 5" UDD ,- SECTION.CONIC.BLOCK AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA. y p ,-_z• � �OR CONCENTRIC \ �-6"MINIMUM -- 1/1 fi" PER �.� '3EG.ST CONIC.UNrtS. ALL JOINTS 30 IN GENERAL.WORK REQUIRING EROSION CONTROL INCLUDING EXCAVATIONS, FILLS, DRAINAGE. SWALES,DITCHES, ROUGH AND FINISH GRADING.AND STOCKPIUNG OF EARTH. _ _ TO BE SCALED I a PE"0 BE SET N PULL EROSION CONTROL MEASURES SHALL BE MAIMaINED UNTIL ALL AREAS ARE STASIUZFD. EROSION CONTROL MEASURES SHALL THEN BE REMOVED AND THE AREA ARE TO I6Y BED OF MORTAR OR BE FINISHED GRADED AND PLANTED A$SHOWN ON THE DRAWINGS. L CIS v -- - --- ! WEEPHOLE ! Z•� NEOPRENE SEAL OPTION. P MIND TWE M1.OJ.0 C 11 „„NC.4BLOCK OR 1" �.� SELL NOTE _- may-- 1' ''HRU aRECAST 1 ( > i-1 OUP�£T ALL GRAVITY SEWER LNES TO BE 6'm PVC SOR-35 IPE. � LL _ `_ ;CONIC IN% VARU6LE� ` PIPE �— 8'DIA HOLE IN CENTER GRAVITY AND SEWER FORCE LINE AMID SANITARY SEWER SYSTEM COMPONENTS TO BE tN5TAt1ED TO THE REQUIREMENTS OF THE TOWN OF NORTHAMPTON. OF BASE. LEI TO BE ` FILLED WITH CLASS'A" MINIMUM OF 5'-0"OF COVER TO BE MAINTAINED OVER SEWER LINES. SEWER FORCE MAIN TO BE DEPRESSED IN AREAS WHERE UTIUTY CROSSING CONFUCT. MIN.SUMP 6•MIN OR p'CONCRETE. MINIMUM VERTICAL SEPARATION BETWEEN THE FORCE SEWER LJNE AND OTHER UTIUTIES TO BE MAINTAINED 6 X 6 X 6/6 I PREGBST AFTER INSTALLATION. WWM ALL WATER AND SEWER LINES SHALL HAVE 10 FEET MINIMUM HORIZONTAL SEPARATION OR WATER LINE SHALL BE 18"ABOVE THE SEWER LINE PROVIDED ADEQUATE _ _ - _-._ j i 5'MIN. 1 , COVER IS MAINTAINED.WHERE SEPARATIONS CAN NOT BE MAINTAINED,WATER UNE TO BE ENCASED IN CONCRETE FOR A DISTANCE OF 10'BEYOND CROSSING. - - _ 6"SUBBASE MINIMUM OF 6 INCH VERTICAL SEPARATION OF SEWER FRGM DRAINAGE PIPES TO BE MAINTAINED, SUBGRADE —L y TF IEEPHOLES TO BE A'VC.PIPE 12'LONG PLACED THROUGH FACH WAL.OF CATCH BASIN. IF LOCATIONS, SIZES,ETC.CHANGE FROM THESE PLANS.THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER/ENGINEER FOR REVIEW AND CEMENT CONCRETE OUTSOE END TO BE COVERFD WITH 1/4"MESH GALVANIZED WIRE SCREEN.PLACE 1/4"r,Y. APPROVAL PRIOR TO CONSTRUCTION. - - -- CURB O S'RE:"LED GRAVEL(1'TO 1 !/2')AROUND OUTSIDE ENO GF a+PE LSE A MI!aIMUM QF y 1 COM ACTED SUBGRADE wEEPHDUES PER BASIN, ALL UNSUITABLE AND/OR EXCESS MATERIAL SHALL BE REMOVED AND BE DISPOSED OF IN A LEGAL MANNER. 'EXCESS MATERIAL IS THE PROPERTY OF THE CONTRCTOA +.T.S. AND SHALL BE TRANSPORTED OFF SITE AS PER OWNERS DIRECTION.ALL AREAS DISTURBED SHALL BE RESTORED,WITH GRASS AREAS TO BE LOANED AND SEEDED AND AREAS TO BE PAVED AS PER DETAILS. W CD PAVEMENT, CURB & SIDE`�ALK -------"N:T.s:_-____ - ---- ------ - ----- ------- - -----�---- ---- - LL-) -- y., N.T.S. BIT CONIC. CURB, MHO TYPE 2 O - • �T TA �_.. a=:� as r SET ON BINDER 6'SHREDDED BARK DIMENSION A'E 62.38------J ,MODEL a DIM. < A ) NONPS MULCH ITVP) NOTE: uE5 Eu�DOEO MOUNTING OPTION CREATIVE PIPE OR APPROVED EQUAL m r-u..s •z„nJ--i " ^• - .. SEE PAVEMENT— � n5L 2.00' USE:_2MODEL SE C'U STRUCTURE DETAIL o Q I H NUMBE_ R I�M1UMBER OF BIKES PER RACK 3 ..- / TH - 13 HAS AN A➢DITONA�arH EC CnSUPPORT 1 2. ., GROUND CT FLANG'DETAIL .560➢IA. 3 z - 10.25' REF (4)PLC S F t i.•I -C - INSTALLATION 25• .500'MIL.STEEL 4.00' L~ I s 1,' s I _tie y N )'` PLATE a 5.00'➢IA. TYP. 4 mml ,z -- I.Standard Enhedded Anchor Mount Mourtlno Colons, E^+betlded or Surf¢ce haunt Creative RIP. blcyCle racks are ennedded CREATIVE Q- I 1 3 m o s.r,...,e, , r.d 12'COMPACTED GRAVEL t0-la' nderground. Before PP1YVIg finish E PIPE PER MHO M1.03.0 TYPE B ench le of the rack Is drilled 3'above the bnse Fnlsh Dptfans Stnntlortl -Hot Do Galvanized TB -SERIES BIKE RACKS -- and Fitted with a 6o'slong, 751x' tlinne�ter steel OptlO t - Powder Cont ( Color Yaur Choice > MATERIALS 2' $CH. 40 PIP[ Cross bnr. Thls cr s bnr eldia to pt¢ce, r;� IleS horizOntnlly, and acts ns an Anchor, Cott annl - PFS Thernop{ns`.IC Cant Color Your Choi- ) OPTIONALI I I/4' SOH. 40 PIPE Q ` ,. e..a, r N I.S. ITC _ Ql N.T.S. / 0 CURRENT DATE: 12/08/98 HORIZ SCALE: N/A GENERAL CONSTRUCTION DETAILS HUNTLEYPROJECT N0 41DE Y VERT SCALE: N/A I DRAWING N0: 241 DET Cn FIELD WORK: FINAL DATE: LO 6 GARCON DRIVE TILE-M- O M:� T I D T(l �,r:p CC A^ f !C�TTC kL LR HUV7LEY, IR. � ASSOCIATES. INC. COMPS: CHFCKtp: .- -. T - SURVEYOR: DES Gk: PREPARED FOR SURVEYORS ENGINEERS LA:YDSCAPE ARCHITECTS S!+EET NO. H N0. DATE BY REVISION ENGINEER: DLL GRAFTING: COG/RJR GARCON MEDICAL, L.L.P. 30 INDUSTRIAL DRIVE EAST G OF G Nt�P.TH_�(PTON, MASSACHUSETTS 01081 V V T- 1) ALL AREAS THAT ARE DISTURBED DURING GRADING OPERATIONS WHICH WILL NOT BE PAVED WILL RECEIVE 6-LOAM,SEED AND BE COVERED —BALED HAY HELD WITH TOBACCO NETTING. TOGETHER BY B A' WOODEN STAKES _ T?+ T 2) EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION TO PREVENT SEDIMENT LADEN WATER FROM ;' SECTION "A' t SO OAK POs LEAVING THE SITE. �—I' SO. OAK POST ,p METAL COUPLER 3) NATURAL VEGETATION SHALL BE RETAINED WHENEVER FEASIBLE UP TO THE SCHEDULED START OF A CONSTRUCTION ACTIVITY IN THE / SUPPORT NET 1 S0. OAK POST .8 AREA. WHERE POSSIBLE.CLEARING SHALL IMMEDIATELY PRECEED CONSTRUCTION ACIMTY. INDUSTRIAL R 5"%C POLYPROPYLENE IN DUST L - �STR IE�aQ pR APPROVED 4) AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA. POLYPROPYLENE f MST o 5) IN GENERAL.WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS,FILLS.DRAINAGE.SWALES AND DITCHES.ROUGH AND FINISH FILTER FABRIC FILTER FABRIC I EpUAI. GRACING.AND STOCKPILING OF EARTH. MIRAR 100 OR I SECTION ' APPROVED EQUAL - " - MtRAFI 100 OR SECTION I .B 5j EROSION CONTROL MEASURES SHALL WHERE APPLICABLE.INCORPORATE AT LEAST THE FOLLOWING PROCEDURES DETAILED ON THIS DRAWING. Ij8"TO APPROVED EQUAL A' A) TEMPORARY BARRIER OF HAY BALES TO PREVENT SEDIMENT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEMS. 4 1/d"CRUSHED STONE e B) TEMPORARY BARRIER OF HAY BALES TO ACT AS EROSION CHECKS AT THE TOES OF EMBANKMENTS AND SLOPES. 'aI- BACKFILL iv BACKFILL BACKFILL C) TEMPORARY EV2TH BERMS TO ACT AS SEDIMENT TRAPS IN AREAS OF EXTREME RUNOFF. - - D) TEMPORARY EPOSION CHECKS IN DITCHES AND SWALES TO PREVENT SEDIMENT-LADEN WATER FROM ENTERING BODIES OF SURFACE DIRECTION OF SLOPE WATER- _)6 ..--. ;P E) PROVIDE TEMFUHARY SLOPE EROSION CONTROL WHERE REQUIRED. - -'-- _-- '----- ' s F) FILL AND GRADING SHALL BE TREATED WITH SLOPE STABILIZATION SEEDING AND HAY MULCH UPON COMPLETION, c 8' 7) ADDITIONAL EROSION CONTROL MEASURES SHALL BE INCORPORATED AS DIRECTED BY THE ENGINEER WHEN THE EXISTING e MEASURES ARE INADEOUA'E. 8) EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL FINISHED GRADE IS STABILIZED.EROSION CONTROL MEASURES SHALL THEN BE REMOVED AFTER ALL DISTURBED AREAS ARE STABILIZED WITH A THICK COVER OF GRASS OR ADEQUATE SURFACE TREATMENT AS NOTED ON THESE PLANS AND SPECIFICATIONS. N.T.S. I) 'WORK IN OR NEAR WETLANDS"IS DEFINED AS ANY AREA WHERE CONSTRUCTION IS Wfi}1IN A WETLAND OR WITHIN -- -- --- - - - ---- ---' 700 FEET OF A WEn AND (BUFFER)AS DEFINED M.C.L. CH. tai,5.40 WETLAND PROTECTION ACT OR AS DEFINED BY CITY/TOWN BYLAW IN THE CITY/TOWN THE PROJECT IS TO BE LOCATED. rv.rs. BALES TO 2) MAJOR WETLANDS AND BUFFERS SUBJECT TO APPLICABLE RESTRIC71ONS OF THIS CONTRACT ARE INDICATED ON BUTT THE PLANS. TOGETHER _ TOE OF SLOPE 3) NO MATERIALS SUBJECT TO EROSION SHALL BE STOCKPILED OVERNIGHT WITHIN 100 FEET OF A WETLAND. BROOK, ' FLOW TOP OF RNER BANK„ OR OTHER AREA DEEMED AS WETLANDS OR BUFFERS BY THE ENGINEER. SUITABLE 4) ALL EXCAVATED MATERIALS SHALL BE CASTED AWAY FROM WETLANDS, BROOKS, RIVERS, OR OTHER AREAS DEEMED WETLANDS OR BUFFERS BY THE ENGINEER. r 4" MiN (iYP) BACKFILL � WIDTH VARIES !- A" 5) PIPE TRENCHES SHALL BE TOTALLY BACKFILLED AT THE END OF EACH WORK DAY, UNLESS APPROVED 'dY THE ENGINEER. _ APPRCX_ EXISTING GROUND . COMPACTED SELECT — CONTRACTOR SEDIMENTATION CONTROL FENCE SFENCSHALL BE NSTAJLLED PRIOR 70 CLEARING. SEE PLANS FOR UMIT. THE 4"MIN. ) MATERIAL AS REO'D ES L ACCEPTANCE BY THE ENGINEER. ---- 1 T) DISTURBED AREAS SHALL BE GRADED, LOAMEO AND SEEDED AND RESTORED WITHIN a Z' PIPE PERMEABLE SOIL ONE (1) WEEK OF INSTALLATION OF PIPE. l t r CONCRETE 8) ?HE FINISHED ^,RADE OF DISTURBED AREAS SHALL MATCH EXISn NG TOPOGRAPHY OF THE AREA PRIOR TO CONSTRUCTION, UNLESS INDICATED OTHERWISE ON THE PLANS. BALE HAY - ---- 9) THE CONTRACTOR SHALL CONST:.J T TEI..�RARY CROSS DITCHES,CULVERTS AND SWALES,AS NEC ESSARY TO HELD IN PLACE 6"MIN. �. MAINTAIN EXISTING SURFACE WATER LEVELS, SUBJECT TO THE APPROVAL OF THE ENGINEER. • WITH 2"x2"x3'-0" \ _ t0) THE FUNCTIONING OF TEMPORARY CULVERTS, DITCHES, SWALES OR CONSTRUCTION OPERATIONS SHALL NOT NTS. STAKES - 6'_0' CAUSE NOTICEABLE SEDIMENTATION PLUMES IF PLUMES OCCUR, THE CONTRACTOR SHALL STOP WORK AND 2 PER BALE \ FILL M� INSTALL. EROSION CONTROL DEVICES IMMEDIATELY TO PREVENT FURTHER SEDIMENTATION. ' UNDISTURBED MATERIAL 1 ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF 81'THE CONTRACTOR AS REQUIRED OR AS • DIR IRECTD 9Y THE ErJGINEER. FLOW 12 TRANSFER AND/OR STORAGE OF FUELS, LUBRICANTS, F7C.. WILL NOT BE PERMITTED WITHIN SENSITIVE AREAS TOE OF _ WITHOUT PRIOR APPROVAL OF THE ENGINEER. TRANSFER WILL NOT BE PERMITTED WITHIN 100 FEET OF A POND, LAKE, SLOPE - - ------ _ _ _=N_- A FLOWING BROOK OR RIVER AND NO STORAGE WILL BE ALLOWED EXCEPT IN APPROVED FENCED-SECURED AREAS. t�MIN �---I N.T.S. 13) EQUIPMENT SHALL.NOT BE PARKED WITHIN WETLANDS OR BUFFER AREAS EXCEPT DURING ACTUAL OPERATIONS d ' CT) REQUIRING GROUND REQUIRING SAID EQUIPMENT. O t __. 6" MODIFIED ROCK FILL ^lOR7H AMERICAN CRE=^. /_ - _.t �� O FOR C E ORO ION C NTP„�_ M + - _ H CK DAM PPROVED ECUVL NT j MHO M2,02,4 S 0 �C` A FOR SCALE OUTLET ,! N.T.S. 3i4 - 3'GRAVEL .. CORE CD - -I BALES OF HAY 3 - ---. CURSING - - BALED HAY HELD IN PLACE WITH 2'x2"x3'-D' -- N.T.S. STAKES - 2 PER BALE ZO �' GUTTER ��„ W STORM SEWER STRUCTURE N.T.S. Cu CI7 N.T.S. cn 7 O �.• CURRENT DATE: 12/08/96 VER12 SCALE: N/A vERi SCALE: N/A EROSION CONTROL NOTES AND DETAILS HUNTLEY PROJECT NO: 98241 Y _ DRAWING NO: 241ENOT = FIELD WORK: FINAL DATE: LOT 6 CARLON DRIVE cn COMPS: CHECKED NORTHAMPTON, w;A FILE No SSACHiJSETT� ALSCER n;i"EY, j, �c ASSOCIATES, INC. —' - SURVEYOR: OESIGN: DLL PREPARED FOR SURVEYORS I SG!:2EPRS LANDSCAPE ARrHITF.CTS SHEET NO. INDUSTRIAL DRIVE EAST N0, DATE I BY I REVISIONS ENGINEER: DLL GRAFTING: RJR/COG CARLON MEDICAL, L.L.P. NORTFLUeTON, MASSAMU5EM `J OF 6 4 MERIDIAN PLAN SPREAD #1 BOOK 147 PACE 94 D\ NOR PLANT SO THAT TOP OF ROOT j Yl hIaPTON COOROIN FBIWSHEO CRAOE TM riiE \ 4•" ° A, � I STEM •PAINT ALL CUTS OVER I"DIA. I C I, FORM SAUCER WITH °• 4" MULCH GAS. TRIS TED 12 GUAGE 3"HIGH CONTINUOUS—� PLANTING NOTES GAL. WIRE ENCASED IN t" Dla. \ RIM t. ALL NURSERY STOCK SHALL BE IN CONFORMANCE WITH THE AMERICAN STANDARD RUBBER HOSE - FOR NURSERY STOCK,AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURS- HARDWOOD STAKES SPECIFIED PLANTING ER IN AS TO SIZES AND FORM. 2 STAKES 2" X 2" MIX. WATER & TAMP - - DRIVEN (MIN. 18")FIRMLY / TO REMOVE AIR - - 2. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE INTO SUBGRADE PRIOR /��''� -� POCKET$ - PLANTING LIST, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE TO BACKFILLING (1 KRAFT PAPER TREE WRAP USED IF APPROVED BY THE LANDSCAPE ARCHITECT. ///��I FROM TOP OF ROOT BALL - ACCESS STAKE ABOVE FIRST BRANCHES 70 FIRST BRANCHES � UNDISiURBED OR 1 EASEMENT 3. ALL PLANTS SHALL BE NURSERY-GROWN IN ACCORDANCE WITH GOOD HOR7ICUL- OR AS NECESSARY FOR FIRM COMPACTED SUBGRADE AREs TURTH PRACTICES AND SHALL BE GROWN UNDER CLIMATE CONDITIONS SIMILAR SUPPORT �-MULCH, 4" MIN. 1 4,584 Q.ft. TO THOSE IN THE PROJECT LOCALITY FOR AT LEAST TWO YEARS. ,-, -A - 1 - G FORM SAUCER WITH I ?L PNSIN _ 1 E�GE1 An�E?8Z�ONStRUC,ON 4. BALLED AND BURLAPPED PLANTS(B &8)SHALL BE MOVED WITH THE ROOT SYS- 6"HIGH CONTINUOUS RIM - N TS '+ PER N?OEr 0R 1CAR`ON DRI`� TEMS AS SOLID UNITS. THE BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP. _ I, SPECIFIED PLANTING MIX - _.- 5. PLANTING SOIL WATER&TAMP TO NV. OUT 10"PVC _ -- q�A �R-2 REMOVE AIR POCKETS - ELEV._145.15' A "co _ A. PLANTING SOIL SHALL 47 LL 8E A MIXTURE OF 2/3 TOPSOIL AND 113 PEAT MOSS BY VOLUME. _ --_ - PROPOSED SEDIMENT COKTROC A42 B. PLANTING SOIL SHALL HAVE A PH VALUE RANGE OF 5.5 TO 7.0. IF NOTE: _ COMPgC REED BGRADE BARRIER/_WORK YIMj T'LINE - STAKING AS REQUIRED CONCRETE BLOCK PLAN TING SOIL DOES NOT FALL WITHIN REQUIRED pH RANGE. LIMESTONE PAVER WALK OR ALUMINUM SULFATE SHALL BE ADDED TO BRING THE PH WITHIN THE 2 X BALL Dl a, I - SPECIFIED LIMITS _ —� - A39 E 6. PLANTING BEDS TO RECEIVE 3-INCH DEPTH OF SHREDDED BARK MULCH OVER --- _-- �r i,� G �_ - WEED CHECK FABRIC UNLESS OTHER`MSE NOTED ON PLAN. N.T.S. a- - - _ _�� - -� " t _ l y AR�O 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL GROWING SEASON '-!4a5 Taa3X `,p j (ONE YEAR) AFTER INSTALLATION. -'� -i ;a - `- _ A34 - ° 8. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE W 4�3 YlN-E_��� E CHECK _ RA p�E� -' -- W - SEEDED TREATMENT$HALL BE LOAMED TO A MINIM M —: D _ - _ SEEDED N ACCORDANCE WITH THE F MINIMUM DEPTH OF 6" AND / iM gX �__� j H - 4 Be SA E OLLOWINC: PROPOSED I 11a Te} 8 .1�W000�G11ARB.� RAMP � I /1'/'Ji�/' i 4 wCORPORATE GROUND LIMESTONE INTO ALL AREAS i0 BE SEEDED AT A J7EFUSE 2G G RATE OF 50 LBS./1,GCO SP- #+T.�•� o 5 - P OPOSED B;�ILDIN � � . � / LEGEND x ' tR PAD - 147.0 Tc `, 1 B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 148.5 Be " t ±9 _ _ 20 LB /1,000 S.F. \ - - ° N PIPE ,COn S.F. u ; Ro /�; INFI LLTRATION �. ����> x 60.1 111 / '✓%. ® MONITORING WELL XPOND '> _ / C. THOROUGHLY INCORPORATE LIME AND FER 11L!ZER INTO SEED BED TO DEPTH .'nx ` 14+•5 n �" - 'NE TLaND:=LAG OF 3" BY DISCNG OR OTHER APPROVED METHOD. - °� F F°Ia9.00' DRAIN MANHOLE D. SEED NTH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS./ �T� - X PROPOSED RAMPS PROPOSED � � SEWER MANHOLE 1.000 S.F. 44s '.,. m � LIGHT 6H _ •W-a'T SEED MIX X 6F 2E a6Te 2E 14fl1 rc 3G z �¢ •z SIGN ,r< al CATCH BASIN N7.6 Be Ig_D f ELECTRIC VAULT NAM Y.BY WEIGHT MINIMUM % MINIMUM �� 16.5 WALK j1 5 6.50 TYP -- •79 ELECTRIC MANHOLE E OF SEED IN MIXTURE PURI7y o 147.7 Tv-, +' S' CONCRETE p Q i v '":i GERMINATION tl `�'X, TYP) , Al PROk AI I' ❑ PROPOSED CATCH BASIN PDA PRATENSIS POND 0"PRF!OW - �-o ..BARON" (SEE DETAI 20 L .- _�o RAMP T -_ \ b BARON BLUEGRASS 50 90 75 L S7EE� 6 OF 6)-. .. -_. R C�P 4E i i 9C 3p �� 8.p0' �\ ry _ " _.._.. y X 25:3' GAS Sc�tvlC y �� 1(9. CONTRAC CRI TO Ri S SEWER ___ _ E FE ICE-��'n 2J _ A FES7UCA RUBRA '��� 1,,� �. Ol "PENLAWNN" 85 FORC qR NOR EOpOSEO ___. i44�i.i arc nom_ BIC PROPOSED CLE RACK SPACES--Q A �/� °/' 4 '. _. W ELECTRIC urlE CJl PENNLaWN FESCUE 25 95 _.- .` t4a. Tc `.. ti !ODUM PERENNE - - --- - NE Q 'PENNFI NE" - , _ V_.`. CARE ONE u - n / .O p 5 146 Be eC -- _ �� n �-� A CABLE LINE PENNRNE RYEGRASS / PP ,,-D- SEDIMENT CONTROL � EXISTING 25 98 95 P RRItR'WORK LIMIT LNE --'-� .p �- 3�� `3 1 `� FENCE p (41 C Ji E. MULCH ALL SEEDED AREAS WITH STRAW OR SALT HAY AT A RATE OF -'- - \mil/"`✓ / 1 PR PC$cD ..ICE O 50 L85./1,000 S.F. _ 2C _.._ t - � ,: PROPOSED ¢, -- TELEPHONE&CABLE O /. t D � --3-- PROPOSED SANITARY kk 1 _. _ iy:,ti .Fc D-•-_� -'J $ J 4 1\ --� PROPOSED WATER LINE _ _ PLANTING SCHEDULE LIGHTING NOTES KEY BOTANICAL NAME COMMON NAME QUANi17Y -- PROPOSED GAS LIVE _ ___ SIZE - s .. --_ _. ___ __ _ REMARKS - ' OJ 1. ALL LUMINAIRES SHALL BE ORIENTATED AS INDICATED ON THE SITE PLAN. A15 A SOPHORA a CNIU eae,7.s'BRANCH NT 1 "RECENT REGENT SCHOLAR TREE (5j 2 t/2-J'CAL _r ° T ' c- -o--- -. 0. CONCRETE: EACH POLE BASE SHALL BE ONE MONOLITHIC POUR. MINIMUM 2g- __ qg CD 2. CONTRACTOR TO VERIFY EXACT LAYOUT OF ALL ENTRANCES PRIOR TO INSTALLATION DAY STRENGTH (FC) - 3,000 PSI; MINIMUM CEMENT RATIO - 5-i/2 BAGS/ B - `--- ----_ AZ (1 'FR6x NUS OF ANY POLE BASES. CUBIC YARD: MAXIMUM SLUMP 4"; POUR WITHIN 45 MINUTES OF MIXING: u+K-ourx SEEDLESS - - CURE FOR MINIMUM OF SEVEN (7)DAYS. - --' 11 3 --snNLL'S SEEDLESS- 3. -_-- _ -.J u CONTRACTOR TO LOCATE ALL LUMINAIRES AND POLE BASES AS INDICATED ON PLAN. E. ALL VERTICAL REIN FCRCNG BARS SHALL BE ONE SINGLE BAH. NO SPLICING Y REEK AsH - �•7.s'eRA«cN Hr z 1/z-r c.L -- x'11 _ C7 / c CoRNUS RuRRA _ .o_. ! _ 4. ALL CONDUCTORS SHALL BE COPPER WITH T1PE THW INSULATION UNLESS OTHERNASE OF VERTICAL REINFORCING BAR$W9LL BE ALLOWED. wNR FLOwERInc 8G.Te. CIO CT NOTED. CTT _ 3 - - S. ALL GROUND CONDUCTORS SHALL BE COPPER. D RHOOODENDIRON E RHDDDDE _ - _ 4 '1/'iRBE uuR1NDR II, 3 s-18• °�{ B. LIGHTING SHALL BE OPERATED FROM DUSK TO 10:00 PM. D.C. _ . UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM E 'SE,GREEN cH nEnsls AVAILABLE SURVEYS AND RECORDS. AND THEREFORE THEIR LOCATIONS MUST BE B. PARKING LOT UGH TING SHALL 8E HUBBELL MAGNULITER MVq-250H-2FX `d '� juNP. 5-24 8 O.C. s I ---. IS PRESENTLY APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH TYPE IV MOD. OR APPROVED EQUAL. LAMP HEIGHT SHALL 8E 20'. IS PRESENTLY NOT KNOWN. ---- - ----- -.._-___ , F PERUS CNINEN55 PF$TZEA JUWPEA - 8 :PRt7EAANA / 7. STREET LIGHT POLE BASES C - 18.-24• 8'O. leus eH ulss --- - --- G :PE12EN NA CwpP,TA COMPACT 16'-24'—- _.5 0 C. A. FOOTING SHALL BE SEATED ON DENSE VIRGIN SUBGRADE OR ON COMPACTED OW2K eFau1•r PFIRER 4uwP:A / UN-OF-BANK GRAVEL, i ___ _ _____:____.__.____-_.___.___.-____ H i-l"STRUN v-E LODENSE PLANT 8 LODENSE IB 2C 45'O.0 PLAN REDUCE D Q B. REMOVE ALL EXCESS EXCAVATED MATERIAL FROM SITE. N RAwPno co C. RENFORCING: NEW BILLET STEEL. A-615 DEFORMED, GRADE 40; ALL _ RHOOOOE.veROn - 18 24" �.e o.a 20 0 20 40 QT ALL REINFORCING SHALL BE SECURELY TIED; 2" MINIMUM CONCRETE COVER OVER --- I- 60 80 FEET muco CARLON RIVE ROAD CONS / ALL REINFORCING BARS. J L - -- NOT TQ SCALE TO BE NPROVIDEOP BY THE CONTRACTOR FOR z z 1/2 CONSTRUCTION PROJECT.' z O * 70 0 !O 20 METERS / CURRENT DATE: 12/08/98 HORIZ SCALE: 1" = 20' Y VERT SCALE- GRADING, PLANTING & LIGHTING PLAN HUNTLEY PROJECT N0: 98241 FIELD woRK: FlruL DgTE: _ LOT 6 GARCON DRIVE / COMPS: '- DRAWING NO: 241GP CHECKED: NORTHAMPTON, MASSACHUSETTS'-' SURVEYOR _ FILE r+o: NO. I DATE BY DESIGN: DLL —_--_ PREPARED FOR �� ��NN'�"r''�• '�. & ASSOCIATES, INC. REVISIONS p ENGINEER: OLL DRAFONG: RJR GARCON MEDICAL, L.L.1-. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS SHEET N0, 30 INDUSTRIAL DRIVE EAST NOF2'1IUMPTON, MASSACHUSETTS 4 OF 6 MERIDIAN OF PLAN BOOK 147 PACE 94 ACCESS EASEMENT NO7A TON CO AREA MP ORDNA \ 4,584 sq.ft. TE SYSTEM - - IN V. OUT 10" -47 47 BORDERING VEGETATED WETL CONCRETE BLOC 100 YEAR OEtLw000- �. p _ ^ �\✓0T D��D�� \ PLA N ELEV.=FL1 OD B. OPOS FENC E \\ P t � P M M -..- 77.5' �_� --�^ _��� 13 LF4"PVC SOR35 O CHOCK DAM _ :. PIPE CONN-^T 11 �-�' SEWER - / • / RAMP TO EXISTING 6" PVC 1 5 --•�•� gU1LDlNG SEWER D �y __-_-��.- / • PROPOSED EFUSE pO P QSE-`' r 80 LF10'P VC SOR35 / ER PAD !- f '\O'1. �.I: 00.5%_ '�. LEGEND - INFILPONDTION II N-- N PAIN TED LINES - 1 O�x / ~ - ° - o IRON PIPE BORDERING VEGETATED WETLAND °�a. I ' \ 'm 60.00' Orp:1 a9 00' ,14.42' . �� � _ ® y.�TLAND FLAG y _� - MONIT RANG WELL A30A -_�'� _ - m 18'x' _ -.- rn � � ,A APR SIG ® DRAIN MANHOLE / n PROPOSED - SAW C AN MATCH ® SEWER MANHOLE 18.00' LIGHT HAND SIGNS '' '`= EXIS.N BI :f;MINGUS /_ o R PARKIN AGE 18.0' 4 R400'_ R10' CONCRE 0 VIWAy - CATCH BASIN / - - K tt S 8.50 TYPE O' APRON TC EXISTING CONCRETE yyAl. `�-�, TYP) ®� .3'' �GRANITE URB WITH B C 1 y ELECTRIC VAULT o R_S R300RAMP< �R10.00' R32' QJG ioPy`'070 LF2SPVCTPOLYETH riE RIG'E 2 R9. r SEWER IC MANHOLE v/ � 5 _ ,�O/r„�-`G� TOT EXIS PNGCON D.I.T TIN W 4 , ._—S GAS ' I POND OVERFLOW R3' 8.00' 20.L.F. SEE DETAIL _ _ RELOCA rE FENC—'---o PROPOSED F ii WATER SHEET 6 OF 6 - --__ _-o BICYCLE RACK O�„'� WA R TUB ,= W ' DETENTION POND FON ARRON A$D4 -ODD/� -_- -0 IS' R50'o R=5. , `�0�i GQ' - ELECTRIC LINE WATER ELEV.=143.57 - DRJ VE -- ., -_ o i t0 PAC 5 T12- \ -__- TELEPHONE LINE 3 11/23/98 - - _ HI T'00NC-gE �� �i o 9 C_— CABLE LINE TT'°E A"MODIFiEp �- ' L /. o EXISTING FENCE FENCE- o - -`_- -- PER CARLON CARLON DRVE LOCATION RI.Ma147,50' - _ A. -_ _ -. 00 WETLAND BUFFER I ' - - - - INV..OUL 146-00 STOR RAIN i`F i CO �_ _ __._._._.___--__._ - _ _. - - - --_ __ _- - V A4 M —Al –..__ - ----„ _—.._ ' RCP 'I t 9 _—e—— -A77 - _. _ -°'_"' ___ _-._.k}4 �- - - - - _ — —" tOPM I\ r -5 _ +.- A18 - _ --._ - - A9 A8 A7 OR O rf�l D-`mot A15 - _.... CIS C4 _- C4 —AID- - _ 1 BORDERING VEGETATED WETLAND A18 A11 A13- _. C10 1 \ o LAND USE c13 c1 z 1 _r IC'tr iii tit '1t{4 f Ti GJ 1O0' WE7ZON BUFFER ZONE 117p,S 3 r i'L I }1t:. .:0 i 1 ti 1 (-V 1 F I 1 CD f PLAN REDUCED 20 0 20 40 60 80 FEET ` ) NOT TO SCALE /i VD„rr' f- ;'8'.9 2 �-. ._ . -� )0 0 10 20 METERS O _ cc: PROJECT NO: 98241 d CURRENT DATE: 12/08/98 HORIZ SCALE: 1" 20' SITE PLAN HUNTLEY � VERT SCALE: DRAWING N 241 LAY (n FIELD WORK: FINAL DATE LOT 6 CARLON DRIVE FILE NO: COMP$: GHEGKED: NORTHAMPTON, IdASSACHUSETTS ALMER HvxnPY, JR. do ASSOCIATES. INC. Gf�tPARcI�. FOR SLRRVEYORS ENGINEERS LANDSCAPE ARCHITECTS SHEET NO. SURVEYOR: DESIGN. DLL 30 INDUSTRIAL DRIVE EAST Z OF 6 F--H NO. DATE BY REVISIONS GARCON MEDICAL L.L.P. voRmHAMP.ON, MASSACHUSETTS J ENGINEER: OLL DRAFTING: RJR 1 NERIDIAN�ALAN 1 900M H)'All 94 MASSACHUSETTS COORDINATE SYSTEM NCRTMA4P7oN cooRD NA,F S'S'Eiu N 487978.7857 I E 292024.8400 N/1= REBECCA A. KINDT& THOMAS BRITTON PERCY & DUFF S. KINDT& GAIL I- KINDT BOOK 4762 PAGE 92 N N 01'28.43" W STANLEY& DOROTHY 103.30' / ELKINS N/F Amy [3t.� BK. 4594 PG. 275 THE CONSERVATION COMMISSION OF �S ( 03.07 THE CITY OF NORTHAMPTON a a� �g9 BOOK 4420 PAGE 243 (1993) ACCESS EASEMENT /R = 530.00' [161.544,] '50 AREA L = 98.48' [30.017m] _ c, 3.49' 4584. s4.ft. / v°- N01 43"W 302.50' [92.202m] _ - _ `` D=21-48'43-T40.OG%'D m [2095,] 1 [1.064,] [17.57Bm] - W R=380.00 &L [42.672, 57.67' N 14'23'03° _ __ __ ___ _ - - _ - 179 4913,] 1 N rn 325'�•.jiigrec= [/3 j100- R = 90,00,00" 179 Z60.32 L , - - - _ n + ;116 1117 R 30.00' 19.144,] 19'46'06,. W - - _ `X11po�o ,� _ S 15'01'00" E _ ... ------ - --- --- - _ S O6.g345 I L = 47.12' [14.363m] Ao 1 N/F _' - P - CAP.LON DRIVE r 1 TRUSTEES OF GANNETT REALTY TRUST a59 � °-3,,1�Q 39' „.� wl----w-'- _---roaAaaE?rsT_---- -_ - -- N n ca ! �1 BOOK 1352 PAGE 81 (1961) (29 ---- _-_ - _ LAND COURT BOOK 7 PAGE 68 2a 5p0m, �6 65 100 YEAR FLOOD \ }0 25 aT �BND lo LAND COURT CASE /30921A 59 \ pLA1N7LEV.=1a4. � !PELOPS .REALTY TRUST EN/Sc Jl1 .g2' w zs� BOOK 4277 PAGE 161 (1993) - MASSACHUSETTS /N COJRI /9, - _ L.f �u, p`1 3 _.- t( COORDATE l A.134: 4w _ _ } SYSTEM hN BND e ,/2�\ _ ..�i�` _ LOT #4 � LOT #5 N 488003.5493 � � FND N w r^•, 1f' T 1 E 292237.3963 / 0 LO #3 / M � N06'4t ic'w DRAINAGE 21659' yy _ _ ✓ �, t f 50.89' [15.511" 5-23'55"F EASEMENT _ tP AREA c... 99.961 sort. DRAINAGE 4'35 ,.� EASEMENT 15 23 53 - _ FOUND REBAR - �P A i.+�,7a EASEMt,T_ 'r q� .l m `d ^' AT END OF l 3 CONIC RET WALL - -�-- -�' - s - o 481.02' [146.615m] - 1 � '55 - 1523 - - S E R = 1170.00' [356.616,] 1 LOT #2 7 a 6C.88' [18.557,] 1 [:3.428,] r 1 U 1- 66-30:.. - 1' N 70'06'38" E N/F CID W [20209m]! T 1 - -- - -- - -- - - O'1 100' WETLAND BUFFER i LOT ZONE(TYP) _ _ _ t CONWAY REALTY TRUST O� BOOK 2713 PAGE 315 (1986) %% ✓/N �p 3 ryl"�N,-j- AUTOMOTIVE REALTY ASSOCIATES �/ a LIMITED PARTNERSHIP &i o r'( BOOK 3013 PAGE 237 (1987) LEGEND O P m N o IRON PIPE CLI = NOTES_ ® MONITORING WELL U - o WETLAND FLAG 1, ALL BEARINGS SHOWN ON THIS PLAN ARF. REFERENCED TO THE MERIDIAN 7- ALL ELEVATIONS REFER TO USC&GS DATUM. SEE REFERENCE DRAIN MANHOLE OF PLAN BOOK 147, PAGE 94. NORTHAMPTON COORDINATE SYSTEM. PLAN #17. 2. ALL BOOK AND PAGE NUMBERS REFER TO THE HAMPSHIRE COUNTY 8. WETLAND BOUNDARIES AS RE-FLAGGED IN THE FIELD ARE BASED UPGN (3 SEWER MANHCLE OJ REGISTRY OF DEEDS(HCRD). WETLAND BOUNDARIES AS DELINEATED AND FLAGGED(YELLOW/BLACK) i CATCH BASIN OTHERS. ALL WETLAND BOUNDARIES CONFIRMED BY NORTHAMPTON ELECTRIC VAULT CO 3. LOCATION OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE CONSERVATION COMMISION UNDER GARCON DRIVE SUBDIVISION NOTICE I� EVIDENCE AS LOCATED BY FIELD SURVEY,PLANS OF RECORD, OF INTENT(DEP FILE NUMBER 246-393). Q1 INFORMATION FURNISHED BY THE RESPECTIVE UTIUTY COMPANIES, ELECTRIC MANHOLE g AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT NECESSARILY g. LOCUS IS SUBJECT TO EASEMENTS AND RESTRICTIONS INCULDING S- SEWER DEPICT THE EXACT LOCATION OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THE PREMISES SURVEYED. THOSE AS DESCRIBED IN BOOK 1322, PAGE 81 (1961) AND BOOK ---.--:..---- GAS U CONTACT DIG-SAFE AT 1-80D-322-4844 BEFORE EXCAVATION. 4277, PAGE 161 (1993)- OJ W- WATER 4. REFERENCE IS MADE TO A PLAN ENTITLED 'TOPOGRAPHICAL PLAN OF F ELECTRIC UNE V LAND IN NORTHAMPTON, MASSACHUSETTS HAMPSHIRE COUNTY PREPARED CU FOR R20 CORPORATION". DATED 5/20/94. PREPARED BY ALMER HUNTLEY, TELEPHONE LINE/ JR. &ASSOCIATES, INC. LOCATED IN THE HUNTLEY ARCHIVES: R941. ------ U------ CABLE LINE C-D 3 5. REFERENCE IS MADE TO A PLAN ENTI^ED 'PLAN OF LAND IN ----o------- EXISTING FENCE NORTHAMPTON MASSACHUSETTS PREPARED FOR PELOPS REALTY TRUST". / TRUST".DATED 7-31-96. PREPARED BY ALMER HUNTLEY, JR. & 50 D 50 100 150 200 F££r PLAN R E D U C E D ASSOCIATES, INC. I Q CU 6. A FIELD SURVEY WAS PREFORMED ON THE GROUND BETWEEN APRIL cc 9, 1994 AND MAY 5, 1994. Q7 10 0 10 20 30 40 50 METERS NOT T O SCALE PROJECT NO: 98241 CURRENT DATE: 12/08/98_ VER12 SCALE: ,- = 5D' BOUNDARY & TOPOGRAPHICAL SURVEY HUNTLEY / VERT SCALE: Y _ WING N0: 241 EC cn FIELD WORK: FINAL DATE LOT 6 GARCON DRIVE O T AT R HUNTLBY, JR. & ASSOCIATES. P�C. FILE No: n coMPS: CHECKED. NORTHAMPTON,.ON, MASSACHUSETTS SURVEYORS ENGINEERS LAfIllSCAPE ARCHITECTS SHEET N0. SURVEYOR: DESIGN: DL PREPARED FOR L 30 INDUSTRIAL DRIVE EAST 2 OF 6 ~ NO. DATE I BY REVISIONS ENGINEER: OLL DRAFTING: RJR CARLON MEDICAL, L.L.P. NORTHAMPTON, MASSACHUSETTS 1 SITE PLAN PREPARED FOR CARLON MEDICAL , L . L . P . LOCATED AT LOT 6 , CARLON DRIVE NORTHAMPTON , MASSACHUSETTS DECEMBER 1998 j SHEET INDEX PREPARED FOR i+ SHEET I COVER SHEET, LOCUS & INDEY MR. MATTHEW M. PITONIAK . � SHEET 2 BOUNDARY & TOPOGRAPHIC SURVEY 125A PLEASANT STREET 5 Northampton ' SHEET 3 SITE PLAN NORTHAMPTON, MASSACHUSETTS J I 4 3 z ® SHEET 4 GRADING, PLANTING & LIGHTING PLAN PROJECT 7 t o SITE SHEET 5 EROSION CONTROL NOTES & DETAILS cf SHEET 6 GENERAL CONSTRUCTION DETAILS 0 ALMER HUNTLEY, JR. & ASSOCIATES, INC. CIVIL ENGINEERS & LAND SURVEYORS LOCUS MAP CXD 30 INDUSTRIAL DRIVE EAST 0- NORTHAMPTON, MASSACHUSETTS O 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 10.99: continued Issued by the rth�ampton�Conservation Commission- natur _ �� Si / g e{s} This Order must be signed by a majority of the Conservation Commission. 8th February 99 On this day of 19 before me personally ronn appeared Mason Ma to me known to be the person described in,and who executed, the foregoing instrument,and acknowledged that he/she executed the same as his/her free act and deed. JOHN T.BEN NETT,III Notaiv Public Notary Publi My Commission Expires My Cotri�.nission Expires July,29.2005 The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the Proposed work is to be done,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding.Order, providing the request is made by ratified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7)within ten days from the date of issuance of this determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach on dotted line and submit to the Northampton Conservation Commission prior to commencement of work. .................................•-•-----....------•--..........................----•--•---•---........----.....---•--........-.----.....------....------.....--•--.......-----------................---- To N-artltamnton Conservation Commission Issuing Authori`f7* -- Please be advised that the Order of Conditions for the project at File Number l has been recorded at the Registry of and has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19 If recorded land,the instrument number which identifies this transaction is If registered land,the document number which identifies this transaction is Signature Applicant 4/1/94 10 CMR - 423 423 b 5. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement. The stockpiles equipment shall include materials to repair silt fences, haybales, or any other devices planned for the control of erosion at the site. 26. The drainage Swale and infiltration pond shall be constructed and stabilized prior to the construction of the building. 27. The Conservation Commission is aware of the no-build condition and does not consider the drainage swale to be in violation of it. 28. No snow storage is allowed in the infiltration pond or drainage swale. This condition will be ongoing and will not expire with the termination of the Order of Conditions. 29. The maintenance plan as submitted in the Notice of Intent is an ongoing condition and will not expire with the termination of the Order of Conditions. POST CONSTRUCTION SUBMITTALS & WORK IN BUFFER ZONE: 30. Upon completion of the project, the Applicant shall submit a certification that all work has been done in conformance with the provisions of the Order of Conditions and request a Certificate of Compliance. If checked: [ X] YES Certification shall be by a Professional Engineer. Infiltration Basin Design Standards and Modifications: 31. The goal for the design of infiltration enhancement structures on-site, as presented on plans submitted to and approved by the Commission, shall be to replicate, to the maximum extent feasible, the existing level (pre-development) of infiltration of annual precipitation, based on soils. 32. The applicant shall meet the Storinwater Management Policy, issued by the DEP on November 18, 1996, to the maximum extent practicable. Revised information is to be submitted to the Commission and approved by the Commission prior to implementation. 6 written inquiry as to whether or not the change is substantial enough to require the filing of a new Notice of Intent. After making a positive detennination, the Commission shall conduct a public hearing to amend the Order or to issue a new Order, if a new Notice of Intent is required. 21 In accordance with General Condition 8 of this Order, this Order shall be recorded at the Hampshire County Registry of Deeds by the Northampton Conservation Commission prior to commencement of work on the site. 22. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into this Order by reference and shall be followed during the course of construction. 23. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: (#28, #29). PRE-CONSTRUCTION REQUIREMENTS: 24. Prior to the start of any site work, excavation or construction, a preconstruction conference shall be held on the site,between the contractor conducting the work, the site/project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre-construction meeting,all erosion control devices must be installed, also. REQUIREMENTS DURING ACTIVE CONSTRUCTION: EROSION AND SEDIMENTATION CONTROL: 25. Areas of construction shall remain in a stable condition at the close of each work/construction day: I. Erosion controls shall be inspected at this time, and after each rainstorm. 2. Any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas. 3. Any breaches in the siltation barriers shall be repaired prior to leaving the site for the day. 4. All erosion controls must be maintained or reinforced to meet specifications in the plans and this order and shall be replaced as necessary. 5 any time to monitor for compliance with the conditions of this Order, the Act, and Wetlands Protection Regulations: 310 CMR 10.00 and Chapter 24 of the City's Ordinances: "The Wetlands Protection Ordinance". They shall have the right to request and receive any data or documentation that is deemed necessary for evaluation of compliance. 14. This Order of Conditions shall apply to any successor in interest or successor in control; 15. The owner of the property described in this Order, must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and/or a Determination of Applicability from the Northampton Conservation Commission"; 16. The contractor is as responsible as the applicant and property owner for any violations of the Orders of Condition and penalties under the law,while all activities regulated by this Order are being performed. 17. A copy of this Order and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 18. All required permits must be obtained from the Army Corp of Engineers (Section 404, Water Quality Certification), Planning Board, Zoning Board, Department of Public Works, or Building Inspector prior to the start of projects involving fill within any wetland resource area; 19. No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation; any wetland; or any area within 100-feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 24; 20. Any change or deviation fi-om the Notice of Intent, plans and/or Order of Conditions approved by the Commission, prior to or during construction, shall require the applicant to file a request for an amendment with the Conservation Commission. It shall include a 4 title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be proposed work is to be done. The recording information shall be submitted to the Commission on the form at the end of this Order prior to commencement of the work. The Commission usually will record the Order in the Registry of Deeds. It is the applicant's responsibility to insure the Order is properly recorded. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the works, "Massachusetts Department of Environmental Protection, File Nuinber 246- 439." 10. Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 11. Upon completion of the work described herein,the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions: PLANS /TITLE DATED SIGNED & STAMPED BY: "Site Plan Prepared for Carlon Medical, LLP 12/08/98 Located at Lot 6, Carlon Drive, Northampton, MA,"by Almer Huntley, Jr. & Associates, Inc., Sheets 1 through 6 - Cover Sheet. Locus & Index/BoundM & Topographic Survey/ Rev. 01/11/99 Site Plan/Grading, Planting &Lighting Plan/ Erosion Control Notes & Details/General Construction Details. All Plans and information on file with Northampton Conservation Commission SPECIAL CONDITIONS: 13. The Commission and its agents shall have the right to enter and inspect the property at 3 Therefore, the Northampton Conservation Commission hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The Conservation Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. General Conditions: 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes,ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act; or (b) the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber,bricks,plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. The applicant is prohibited from using demolition materials, asphalt, large chunks of concrete, tree stumps and limbs, and general refuse; 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings,before the Department have been completed. 8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of 2 310CMR 10.99 DEP File No. 246-439 - (To be provided by DEP) Form 5 City/Town Northampton Applicant Matthew Pitoniak Commonwealth Map#24B Parcel#46 of Massachusetts Order of Conditions Massachusetts Wetlands Protection Act G.L.c. 131,§40 and the Northampton Wetlands Protection Ordinance From Northampton Conservation Commission Issuing Authority To: Pelops Realty Trust Matthew Pitoniak Name of property owner Name of Applicant 1385 Hancock Street,Quincy,MA 02169 125A Pleasant Street,Northampton,MA 01060 Address Address This Order is issued and delivered as follows: [] by hand delivery to applicant or representative on (date) [X] by certified mail,return receipt requested on March 5, 1999. This project is located in Northampton at Lot 6,Carlon Drive. The property is recorded at the Registry of Hampshire County Book 4277 Page 161 Certificate(if registered) N/A The Notice of Intent for this project was filed on December 10, 1998. The public hearing was closed on January 11, 1999. Findings: The Northampton Conservation Commission has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the Conservation Commission at this time,the Commission has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): []Public water supply [ ] Flood Control []Land containing shellfish []Private water supply [X] Storm damage prevention []Fisheries [] Ground water supply [X] Prevention of pollution []Protection of Wildlife Habitat Total Filing Fee Submitted$560.00 State Share$250.00 City Share$310.00 ('/z fee in excess of$25) Total Refund Due$ City Portion$ State Portion$ (1/2 total) (1/2 total) 1 10. Do any signs exist on the property? YES NO X: . : .tg IF YES. describe size, type and location: Are there any proposed changes to or additions of signs intended for the property?YES X NO IF YES, describe size, type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Building Department Required Existing Proposed By Zoning Lot size 204,617 SF 204,617 SF 20,000 SF Frontage 940.43 940.43 120' Setbacks - 10 min 10' - side L: N/A R: N/A L:57' R:>50' 10' - rear N/A Varies>20' 20' Building height N/A 1 Story 20' Bldg. Square footage N/A ±9,000 SF N/A %Open Space: (Lot area minus bldg. 100% 89% 25%min &paved parking) # of Parking Spaces N/A 45 45 # of Loading Docks N/A N/A N/A Fill: N/A Approx 300 CY (volume & location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. DATE: 1 �'a—�c� APPLICANT'S SIGNATURE.' W �l'" NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Department of Public Works and other applicable permit granting authorities. FILE# s �G it n r r i t all File No. l U DEC 0 I { F 'ZONING PERMIT APPLICATION (§10.2) Er�roFSt " PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: Mr. Matthew M. Pitoniak Address: 125A Pleasant Street, Northampton, MA 01060 Telephone: (413) 586—5364 2. Owner of Property: Pelops Realty Trust Address: 3210 Washington Street, Newton Lower Falls, MA 02162 Telephone: (617) 527—9800 3. Status of Applicant: Owner X Contract Purchaser Lessee Other(expjai,n): 4. Job Location: Lot#6 Carlon�Drive Parcel Id: Zoning Map#___ ,r"?Z�.L Parcel# District(s): / (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property Undeveloped Commercial Lot 5. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary).- Construction of 9,000 sf Medical Office Building with associated parking, utilities and drainage appurtenances. 7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW X YES IF YES: enter Book Page and/or Document# 9. Does the site contain a brook, body of water or wetlands?NO DON'T KNOW YES X IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained X Obtained , date issued: (FORM CONTINUES ON THE OTHER SIDE) Y ti File#MP-1999-0070 APPLICANT/CONTACT PERSON MATTHEW PITONIAK ADDRESSIPHONE 125A PLEASANT ST 586-5364 PROP BARRETT ST-46 CARLON DR-LOT#6 MAP ,rF ', . NE HB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSE REQUIRED DATE ZONING FORM FILLED OUT Fee Paid /6 Building Permit Filled out Fee Paid Typeof Construction: Construction of 9,000 sq.Ft. Medical office building,with associated parking,, utilities and drainage appurtenances. New Construction Non Structural interior renovations Addition to Existing, Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. enied as presented: pedal Permi and/or Site Plan Required under: §_ z ©• I v U' LANNING BOARD ZONING BOARD ) Received&Recorded at Registry of Deeds Proof Enclosed Finding Required under: § _w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § _w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission l � - 3y, 98' Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE • SOUTH HADLEY, MA 01075 • (413) 536-0021 FAX (413) 536-0908 OCT Z 11999 October 20, 1999 Mr. Anthony Patillo City of Northampton Building Department 219 Main Street Northampton, MA 01060 RE: Tenant A Space, Carlon Medical, LLP 76 Carlon Drive, Northampton, Massachusetts Northampton Building Permit #BP-1999-1054, Project # JS-1999-1774 I certify to the best of my knowledge and belief that the Tenant A Space, Carlon Medical, LLP at 76 Carlon Drive, Northampton, Massachusetts has been constructed in substantial accord with the 6th revision of Massachusetts State Building Code 780 CMR 116.2.2 items 1 and 2, 3. Signature: ERIE M, ¢ ; sERNMAL-sr r r Eric M. Bernardin, P. E. Nas19� `+"f SS/fJMAL E��'�•%� Subscribed and sworn to before me this 20th Day of October, 1999. Notary Public: Barbara A. Palmer My Commission Express: July 29 , 2005 cc: file word:letters/9787rng.atC 45 DOWNING PARKWAY PITTSFIELD,MA 01201 (413)443-6176 03 76 CARLON DRIVE BP-1999-1054 GIS#: COMMONWEALTH OF MASSACHUSETTS hiVIBlock:24B-046 CITY OF NORTHAMPTON Lot:-001 Permit Buildina Category:NEW COMNffiRCIAL BUILDING BUILDING PERMIT Permit# BP-1999-1054 Proiect# JS-1999-1774 Est.Cost:$600471.00 Fee:$3600.00 PERMISSION IS HEREBY GRANTED TO Const.Class: 2C Contractor: License: Use Group: B Associated Builders Inc 029752 Lot Size(q.ft.): 365163.48 Owner: PELOPS REALTY TRUST Zoning:HB Applicant• Aas�riatPri Builders Inc AL.2-Q.GARCON DRIVE Applicant Address. Phone: Insurance. 4 Industrial Drive (413) 536-0021 Workers Compensation SOUTH HADLEY 01075 ISSUED ON.611511999 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 9,000 SO FT COMMERCIAL BUILDING POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: -- //0", Footings:Rough li �Rough:r�,v�J/F-rinuSg�Xiloy Ho se# Foundation: dx1 Final• l��✓/f FB s� w �w Rough Frame: Gas � / � Fire Department Fireplace/Chimney: Rough- c/ Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE Ril IiIE CI OF NORTHAMPTON UPON VIOLA ON OF ANY OF ITS RULES AND*I2E Certificate of Occupanc i ture: 30 DAY TEMPORARY OCCUPANCY - UNIT A ONLY — EXPIRES 11/21/99 Fee Type: Receipt No: Date Paid: Check No: Amount: Building 6/15/1999 0:00:00 $3600.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo i ... i 780-CMR 116.0 CONSTRUCTION CONTROL MN FIELD INSPECTION REPORT + Z ASSOCIATED BUILDERS, INC Project Carlon Medical Building's ;<, 4 INDUSTRIAL DRIVE Job Location Northampton, MA SOUTH HADLEY,'MA 01075 Date 9 November, 1999 (413)536-0021 Time 7:45 a.m. Building Permit No. BP-1999-1054 WEATHER: Cloudy, 52 deg. F EST. %OF COMPLETION 90% CONSTRUCTION SUPERVISOR George Desgres PRESENT AT SITE Associated Builders(General Contractor) M J MORAN (Plumbing Sub) Gustufson Electric(Electrc Sub) WORK IN PROGRESS Tenant 2 space: Finish electrical WORK COMPLETED SINCE PREVIOUS INSPECTION Tenant I space:Work completed. Tenant 2 space: Gwb hung and painted, counters in reception area installed, doors painted and hardware installed. Ceiling , fire alarm and emergency and exit lights installed. All plumbing fixtures installed as well as counters and cabinets as per plan. OBSERVATIONS No deviations from the plans noted. INFORMATION OR ACTION REQUIRED Work in progress is in general compliance with the plans and specifications. ATTACHMENTS NONE INSPECTION BY: ENGINEER: DATE: 11/9/99 ,_;°,�° a`r. "�, ,*: DATE: r,./f Ely J M. 9 '_}"illi�lltw��d ( 5 9 C. F n�•'F`�..:�-,// ma�yy• i�,',�Q- ASSOCIATED BUILDERS, INC. AAB 4 INDUSTRIAL DRIVE • SOUTH HADLEY, MA 01075 • (413) 536-0021 FAX (413) 536-0908 November 10, 1999 l'; o Mr. Anthony Patillo City of Northampton NOV 1 2 ' .x Building Department 210 Main Street ". Northampton, MA 01060 RE: Carlon Medical, LLP, 76 Carlon Drive, Northampton, Massachusetts Dear Mr. Patillo: Enclosed please find Field Inspection Reports from Associated Builders, Inc. for Carlon Medical, LLP project. Please review and archive in the appropriate file. Sincerely, n aavvl- Jane E. Weisner Executive Assistant Enclosure: I 9 /-1171 ® 5 1, y,4 sw 4/J-v-k F"v'y- r /,vet &--2 6o, w// 96'1f�-,� UNIT 13 rlN,41- 76 CARLON DRIVE BP-1999-1054 GIS#: COMMONWEALTH OF MASSACHUSETTS Map-Block:24B-046 CITY OF NORTHAMPTON Lot:-001 Permit: Buildina Category NEW COM MRCIAL BUILDING BUILDING PERMIT Permit# BP-1999-105 Project# JS-1999-1774 Est Cost:$600471.00 Fee:$3600.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: 2C Contractor: License: Use Group: B Associated Builders Inc 029752 Lot Sizes .ft. : 365153.4 Owner: PELOPS REALTY TRUST Zoning:HB Applicant' Associated Builders Inc AT• 76 CARLON DRIVE Applicant Address: Phone: Insurance: 4_Industrial Drive (413) 536-0021 Workers Compensation SOUTH HADLEY 01075 ISSUED ON:611511999 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 9,000 SO FT COMMERCIAL BUILDING POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Q, L Rough Rough:usLf�+-VAI"I/y��Ho se# Foundation: �t �- s� w :� Final. �l Anal. Rough Frame: Gas Fire Department Fireplace/Chimney: Rough- Gf ? Oil: Insulation: Final:s UK 3 Smoke: Final: tv *30 DAY TEMPORARY OCCUPANCY — UNIT B — EXPIRES — 12/16/99- THIS PERMIT MAY BE REVOKED BY THE CITY O NORTHAMPTON UPON VIOLLON ANY OF ITS RULES AND REG T . ����' Certificate of u an i nature:. Fee Type: Receipt No: Date Paid: Check No: Amount: Building 6/15/1999 0:00:00 $3600.00 212 Main Street,Phone(413) 587-1240,Fax:(413) 587-1272 Building Cora nissioner-Anthony Patillo