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8136_SITE PLAN - TUBESALES - 83 GOLD STREET Tbh e- SQI eS MANNNIlill #--Mi YD#1 SMH#1 (GREASE TRAP) DMH#1 RIM 140�48 RIM=142.44 RIM=140.62 INV, 4"PVC: OUT=139.03 OIL/WATER LEVEL=137.3 INV. 8-PVC IN=133.68 SUMP=138.5 INV. 4"C.I. IN=137,69 INV, B"PVC IN=133.59 10, ol INV. 4C.1, IN-140�69 INV. 12"PVC OUT=13144 Z CB#2 SMH#2 RIM=140.71 RIM=142.23 DMH#2 INl 4"PVC IN=137 47 INV.=137,18 RIM=140.24 INV. 8"PVC OUT=137.08 INV. 12"PVC IN=133.29 SUMP=135.7 SHELF=137.6 INV. 15"RCP IN=133.32 Colo SMH#3 INV. 15"SDR IN=134.84 TBM 20D S Cep RIM=137.78 INV. 15"RCP OUT=13128 P I K!E 11 NN I RIM-142.90 7 ,2 INV, 8"PVC !N=135.82 INV.=128.98 OAK ELEV. 7�62 SHELF=1 29.4 DMH#3 INV. 8"PVC OUT=135.66 R I M=143.64 SUMPtizz'134.9 SMH#4 INV. 12"RCP [N=139.94 S SMH#3 RtM=136�09 CB#4 I NV�=128.84 INV. 12"RCP IN=139.94 z INV. 15"RCP IN=134.60 RIM=136�97 SHELF=129.2 0 INV, 8"PVC OUT=133,52 INV. 15"RCIP OUT=134.60 14� r- CL SUMP=133,17 SMH#5 C8#5 RIM=140,85 D IW.=128.25 RIM=144.03 SHELF=128.9 00 z GAS T INV. 12"RCP OUT=139.98 In L 0 C U-S 0 VEN,�, SUMP=139.3 s Q, (1) - - - - - - - — WF A3 - - - - - - - - - - > UJ z s CC PVC $ 700 SMH 5' w D 1. WF A4X $ 0 - < V------ Dill 12 14� 1 C)LD x1i 1p_ x L0 lee 14a.24 s (o `-,�OGI D :�; m 49' Ill- v- 15" 1 15" RCP tv") D D 00 CB#4 D - , 1-ill WF A5 (b r- 0 pvc- LUUUS PLAN' u DMH#3 30 C& 14918TB f)o- SCALE�-NONE 14&75EP 148,47 f 4* z, x tK i� D ID 5 DAl 1;�k%i ;e', cl GAS TRAll -- - - - - - - - -- VENT S GENERAL NOTES. _8j7 16'32 E PAD Z- 149 1) PROPERTY LINE AND TOPOGRAPHICAL INFORMATION FROM PLAN OF LAND BY HERITAGE SURVEYS INC., MAP NO. 4312-000911, DATED 9/11/2000. THE WETLAND BOUNDRY WAS DELINIATED IN THE OX WF A6 .83' EXISTING FIELD BY NEW ENGLAND ENVIRONMENTAL, INC (WETLAND FLAGGES WE Al - WF A20) AND FIELD SIGNAGE LOCATED BY HERITAGE SURVEYORS INC, 2) THE LOCATION OF UNDERGROUND UTILITIES WAS DF-fNVED FROM FIELD SURVEY OF EXISTING ev SURFACE STRUCTURES AND FROM PLANS OF RECORD. ALL LOCATIONS ARE APPROXIMATE ONLY. Q Lo 6" MAP�L�� THIS PLAN DOES NOT NECESSARILY INDICATE ALL UNDERGROUND UTILITIES WITHIN THE LOCUS. t.1- C-01 Z =0 M CONTRACTOR SHALL USE ALL MEANS AVAILABLE TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO 143.4 CONSTRUCTION- x 0 0) 3) PRIOR TO STARTING EXCAVATION WORK ON THE SITE, THE CONTRACTOR IS RESPONSIBLE FOR (0 POLE CONTACTING DIG SAit AT 1-888-344-72,33. CONTRACTOR SHALL GIVE A THREE DAY ADVANCED co NOTIFICATION TO DIG SAFE. DIG SAFE DOES NOT LOCATE ALL UNDERGROUND UTILITIES, THE 139.85 CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES NOT MARKED BY DIG Skm- E ctf 'D 4) UTILITY COORDINATION: BEFORE STARTING SITE OPERATIONS, DISCONNECT OR ARRANGE FOR ui bi DISCONNECTION OF ALL UTILITIES, PERFORM ALL DISCONNECTION WORK IN ACCORDANCE WITH THE uj REQUIREMENTS OF THE UTILITY OWNER OR AGENCY INVOLVED. 90�c C) 5) IN GENERAL, ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE SECTIONS OF THE < 139,75 LATEST EDITION OF "STANDARD SPECIFICATIONS FOP HIGHWAYS AND BRIDGES", BY THE Q cn '1� j 142,4 5 MAPLE AIL WF A7 MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS. REFER TO THE PROJECT SPECIFICATIONS FOR LL CL n Qo X x ADDITIONAL SPECIFICATIONS REGARDING SPECIALTY ITEMS AND METHODS OF PAYMENT. CD 141�4 01 III cl 6) REPLACE DISTURBED SURFACING WITH MATERIALS AND THICKENS TO MATCH EXISTING. ALL t4-) DISTURBED AREAS NOT PAVED OR OTHERWISE SURF-ACED SHALL RECEIVE MINIMUM, EIGHT INCHES (B-) 04 cl.- 0 < ROOF 0 DRAINS n LOAM, SEED, AND MULCH AND SHALL BE RESTORED TO -LAWN. LAI @1 0 TYP. SURVEYORS' NOTES: a: cf) F .1) FOR REFEFENCE70 ENCLOSED PERIMETER SEE BOOK 6798, PAGE 327, PLAN BOOK 250, PAGE La Cc Lo 1 1 PA 63 BOOK 8383, PAGE 94 AND PLAN BOOK 284, PAGE 100. cl -a L0 EDGE 0 TRA N 140.44 L6 PAVEMENT TYR. < 'I- — — — I— — — — — — — — — — — — — EXISTING F— 2) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS 0 EXISTING BIT. PAVEMENTJ �-LOCATED BY SURVEY AND AVAILABLE RECORD DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS I TBM CHISELED SQUARE 9,768 S.F. SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/CR MUNICIPAL DEPARTMENT 0 �d BIT. PAVEMENT ON NORTH WESTERLY Ld y M I 'ER CONC PAD ELEV, PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. Lu 00 8,775 S.F. CORI�l, 140�54 =5 z _j o0z 3) EASEMENT "A" FOR TENNESSEE GAS PIPELINE COMPANY SEE BOOK 7745, PAGE 296 PLAN 300K < I ft ca M 141�3 WF A8 155, PAGE 68 30? WIDE EASEMENT FOR GAS LINE ul CL EXISTING 70NE m Lu >- FFfFR 4) EASEMENT -B- FOR TOWN OF AGAWAM SEE BOOK 4792, PAGE 102 PLAN BOOK 185, PAGES 26 DUMPSTER & 27 30' WIDE EASEMENT FOR WATER MAIN 4"PVC 142.5 PIPE ik ILI TOWN OF AGAWAM- REQUIRED NOTES: Q 83 GOLD ST. 1) PRIOR TO ANY INSTALLATION OF ANY SEWER, 'WATER OR DRAINAGE LINES, THE CONTRACTOR/ if x IFINISH FLOOR FINISH FLOOR SMH#I OWNER SHALL CONTACT THE TOWN OF AGAWAMS ENGINEERING DIVISION, 786-0400 EYT 275/8- NO 73 RADE s T THE GRADE 142,69 7 STORY METAL G 142,64 PIP�NG/APPURTENANCFS "VILL BE !IiSIALLF-D OF? BACKRI-LED vvITHOUT THE PEP�ASSIOH OF DIVISION. BUILDING Sill 2 WF A9 4'l VC 2) ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE ± 16,810 S.F. PIPE PARCEL AND INCLUDING�THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION 141.69 141A9 BY THE OWNER OF THE PARCEL, 1421 x x Ln 1 3) THE CONTRACTOR/CWNER SHALL BE RESPONSIBLE FOR TESTING ANY EXSTING TOWN CATE VALVE WHERE A NEW CONNECTION WILL BE MADE. THE CONTRACTOR/OWNER WILL ALSO BE RESPONSIBLE FOR I REPAIRING OR REPLACING SUCH VALVE OR INSTALLING A NEW VALVE AT THE PROPERr-( LINE IN ORDER TO ALLOW PRESSURE 'TESTING, OF THE NEW WATER MAIN. rA-) I EXISTING PRECAST ,-CONCRETE WHEEL z STOPS (TYP.') WF A10 LEGEND EXISTING PROPOSED vw) W006 141.34 6"xG I I CU-q-B-Ty-p\� x —D SANITARY SEWER \%. L#i 141.7 141,2 J, W— WATER LINE =z", w ==4141-3 INISH FLOOR A-2- x tRADE = 142.68 -1,13 SM PLAN APPFIOVAL PRIMARY PROPERTY LINE 011 AGAWAM PLANNING BOARDI -------I - c 141,6 41.6 1�1' I PRIMARY PROPERTY LINE r- - - - b 1411 x CON I I w x 0 IRON PIPE FOUND PAD I C) 11-- 169 S.F. o uc� GAS c 141 A WALL MOUNTED LIGHT MARKER 141.3 CO C. WALK r-lwr -71 U) - 154 SY. 0 -- - - - - - - EDGE OF PAVEMENT EA§:EMENT EDGE OF WOODS cr) C) < ED C) 141.6 14tlEi x �,N'"' 14t4 X1 411 x 0- CATCH BASIN x — Z 141, x uj 141�5 141.3 BM CONC. CURB )41.5 Ell, R LINE Lu 011 ill, 5' OR 10' CONTOU wig > < 141,6 A- _j -J ------ -21, 1* OR 2' CONTOUR LINE uj x .0i > DITCH OR SWALE W t ---------- LIMIT OF WORK - - - - - - - - - - -- 7� ca Z 77 4 N -87"16 32' W w PIP z _j AD A) CL t-1 / A SCALE: 1 20v CL 'IJ CL 0 ot WESTERN MASSACHUSETTS ELECTRIC COMPANY 10 ' 20 40 60 FEET DRAWN BY: FAD BOOK 3494, PAGE 328 PLAN BOOK 119, PAGE 15 DATE: 10/4/2000 ffm EXISTIN10i ONDI ""I IONS PL A I-Ad 11 )16J N SCALE: 1 20' *,4- SHEET#: RIM= INV_ SUM 0811-L1 N07 [FORD Ile #40 YD#I SMH#1 (GREASE TRAP) DMH#1 SIOSP STPEE7 RIM 140.48 RIM=142.44 RIM=140�62 INV. 4"PVC OUT=139.03 OIL/WATER LEVEL=137.3 INV. 8"PVC IN=133.68 SUMP=138.5 INV, 4"CA. IN=137.69 INV. B"PVC IN=133.59 INV. 4"C.I. IN=140.69 INV. 12"PVC OUT=133.44 \c, "n CB#2 SMH#2 RIM=140.71 DMH#2 RIM=142-23 RIM=140�24 INV. 4"PVC IN=07�47 I NV.=137.18 INV. 12"PVC IN=133.29 INV. 8"PVC OUT=1 37�08 SHELF=137.6 INV. 15"RCP ]N=133.32 SUMP=135.7 SMH#3 INV. 15"SDR fN=134.84 TBM 20D SPIKE IN 12" CB#3 RIM=137-78 INV. 15"RCP OUT=133�28 RIM=142.90 I NV.=128-98 .00, OAK ELEV. 137,62 RIM=143.64 INV, 8"PVC IN=135,82 SHELF=129,4 DMH#3 INV. 8"PVC CUT=135-66 SMH#4 S SMH#3 SUMP=134.9 INV. 12"RCP IN=139.94 _"11 RIM=13&09 INV� 12"RCP IN=139.94 Z CB#4 INV.=128.34 0 INV. I S"RCP IN=134.60 RIM=136.97 SHELF=129.2 INV. 8"PVC OUT=133.52 INV. 15"RCP OUT=134.60 SMH#5 SUMP=133.17 RIM=140,85 (n z CB#5 INV.=128.25 A,V R RIM=1 44.03 SHELF=128,9 0 INV. 12"RCP OLIT=139-98 LOCUS GAS, VENT SUMP=139.3 w (0 WF A3 > Lu z cc vc SMH uj 15 WF A4X s I D s DMH#2 12 w cy- 140A1 < Boom x x G 0 , D 148�24 IV- t .k &Q �P-) 15" c8#4 15" Rcp -__ -r- 00 WF A5 D - D Li 330- LOCUS PLAN D pvc 00 '�K DMH#3- 0.30 n NONE SCALE� 149.1 8T9 f 148.47 x 148,75EP D C8#5 DMH#I TRANS, GENERAL NOTES: GAS PAD 8� 16'32 VENT S E I E SURVEYS - - - - - - - - - ...... 1) PROPERTY LINE AND TOPOGRAPHICAL INFORMATION FROM PLAN OF LAND BY HERTAG INC., MAP NO. 4312-000911, DATED 9/11/2000. THE WETLAND BOUNDRY WAS DELINIATED IN THE 5�83' ox WF A5 FIELD BY NEW ENGLAND ENVIRONMENTAL, INC (WETLAND FLAGGES WE Al - WF A20) AND FIELD EXISTING LOCATED BY HERITAGE SURVEYORS INC. SIGNAGE 2) THE LOCATION OF UNDERGROUND UTILITIES WAS DERIVED FROM FIELD SURVEY OF EXISTING SURFACE STRUCTURES AND FROM PLANS OF RECORD. ALL LOCATIONS ARE APPROXIMATE ONLY. u TH�S PLAN DOES NOT NECESSARILY INDICATE ALL UNDEPGPOUND UPUTIES WITHIN THE LOCUS- CONTRACTOR SHALL USE ALL MEANS AVAILABLE TO VERIPe LOCATION OF EXIST4-jG UTILITIES PPICR �0 6 MAF�L_F�� I �? CONSTRUCTION. MAW 4-1;:i� 0 P 143 0) 3) PRIOR TO STARTING EXCAVATION WORK ON THE &TE, THE CONTRACTOR IS RESPONSIBLE F 4 eFL�e N CONTRACTOR SHALL GIVE A THREE DA`f ADVANCED '2 CONTACTING DIG SAFE AT 1-888-344-7231 POLE NOTIFICATION TO DIG SAFE, DIG SAFE DOES NOT LOCATE ALL UNDERGROUND UTILITIES. THE W , CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES NOT MARKED BY DIG SAFE. ce; 4) UTILITY COORDINATION: BEFORE STARTING SITE OPERATIONS, DISCONNECT OR ARRANGE FOR Lu v- DISCONNECTION OF ALL UTILITIES. PERFORM ALL DISCONNECTION WORK IN ACCORDANCE WITH THE ul J REQUIREMENTS OF THE UTILITY OWNER OR AGENCY INVOLVED. 0 M Ld 5) IN GENERAL, ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE SECTIONS OF THE x ;N* LATEST EDITION OF "STANDARD SPECIFICATIONS FOR H[GHWA`�'S AND BRIDGES-, BY THE wj = < Lf) 5" MAPLE x 7 4� MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS. REFER TO THE PROJE:CT SPECIFICATIONS FOR Now = L! WF A 142�4 ADDITIONAL SPECIFICATIONS REGARDING SPECIALTY ITEMS AND METHODS OF PAYMENT. fir) z 6) REPLACE DISTURBED SURFACING WITH MATERIALS AND THICKENS TO MATCH EXISTING, ALL => x x r) ro 141.4 Lo Z I /,, - :2 DISTURBED AREAS NOT PAVED OR OTHERWISE SURFACED SHALL RECEIVE MINIMUM UGHT INCH (8 Q rq Jc LIJILLJ Im cn 6 _r LLJ 0 LOAM, SEED, AND MULCH AND SHALL BE RESTORED TO LAWN. ROOF CB#3 ic�2 C:� a_ 0 �D INS cl UJI LIJ LLJ < SURVEYORS' NOTES: ::�;* cQ . n 4 JTYP. an* it I \11 1) FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 6798, PAGE 327, PLAN BOOK 250, PACE UJ - m 0 < It I " ". ---'___, ...... TRANS 63 BOOK 8383, PAGE 94 AND PLAN BOOK 284, PAGE 1 OG. 1= In 0 EL C) 140,44 C3 a E OF PAD 00-ft.� N1. _j m EXISTING 0 PAVff M-0NT_TYP. 2) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE: BASED UPON SURFACE FEATURES AS z BIT, PAVEMENTI LOCATED BY SURVEY AND AVAILABLE RECORD DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS < y CC cc EXISTING 9,768 SY, SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT 0 TBM CHISELED SQUARE PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 0 BIT. PAVEMENT 140 4 0 ON NORTH WESTERLY 0 z -j m 8,775 &F� CORNER CONC PAD ELEV. x 0 142,59 3) EASEMENT "A" FOP TENNESSEE GAS PIPELINE COMPANY SEE BOOK 7745, PAGE 296 PLAN E300K 0 WF A8 155, PAGE 68 .30" WIDE EASEMENT FOR GAS UNE < = m In <� 141.3 FFER z0NE- cj) A III x 0 4) EASEMENT "B" FOR TOWN OF AGAWAM SEE BOOK 4792, PAGE 102 PLAN BOOK 185, PAGES 26 n t__gE.X1,STJNG 27 30' WIDE EASEMENT FOR WATER MAIN rj I ,P ZT171:2 4 0 DUMPSTER 4"pvc I 'dil TOWN OF AGAWAM REQUIRED NOTE& 0 6 142.5 PIPE 1) PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES, THE CONTRACTOR/ Lr) �I I I OOR OWNER SHALL CONTAC7 THE TO'4"i O'F' AGANYANI'S DNG�tIEEPII�G DIVISIO!"l, 736-0400 E'�'T, 21-5, 8, �10 83 GOLD ST. FINISH FL SMHJ I �FINISH FLOOR GRADE = 14ZI34� S PIPiNG/APPURTENANCES, WILL BE 8,1STALLED OR BACKFILLED W�THOUT THE PEPtvnslo�j OF THE GRADE 142.69 1 STORY METAL SMH\Y2 WF A9 DIV�SION� BUILDING 0 4"P/'c T C AY AB I G THE C, 2) ALL PLANTINGS MUST BE MAINAINED AND [HAT PORTION OF THE PUBLI" W UTT N ± 16,810 S. F. PIPE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAIN�AINED IN A SAFE AND AITRACTIVE CONDITION 141.69 141.19 BY THE OWNER OF TRE PARCEL. X x -- 3) THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR TESTING ANY EXSTING TOWN CATE VALVE 142. EXISTING CONCRETE WHERE A NEW CONNECTION WILL BE MADE. THE CONTRACTOR/OWNER WILL ALSO BE RESPONSIBLE FOR 8 HDPE±60 L.F. REPAIRING OR REPLACING SUCH VALVE OR INSTALLING A NEW VALVE AT THE PROPERTY LINE IN ORDER PAD TO BE REMO @a16 % EXISTING PRECAST TO ALLOW PRESSURE TESTING OF THE NEW WATER MAIN. ,,-CONCRETE WHEEL STOPS (TYP.) WF A10 LEGEND AM NEW INV 137.10 141.34 EXISTING PROPOSED V) x TOWN OF AGAWAM DEPARTMENT OF PUBUC -D - SAHITAPLT, SEWER 6"x6 WOO CU7- -Ty-pA EX. CONC. PAD WORKS STORM DRAINAGE DESIGN REQUIREMENTS. R8 di 141.2 169 S,F. DATED: MARCH 23, 1999 WATER LINE tINISH FLOOR DESIGN IN INDUSTRIAL PARKS; REGIONAL SUFFIELD PARTNERSHIP PPtMAR')' PROPERTY LINE -==414t3 RADE = 142.68 IN PROPOSED BUILDING 41. 141 6 -------- PRIMARY PROPERTY LINE ca x EQUIBED RATE-fl-RU-NI ROPOSrD RATE PERCENT 04tEI ADDITION EXISTING TREE TO BE 50 % 141.1 IRON PIPE FOUND Lu AREA QALCQLA_T1QNSj' 4% REMOVED WALL MOUNTED LIGHT GAS E_X_Iff1Nr PROPQS MARKER C 4,000 S.F 141 A 07 [S,F [S.F] PROP. 5'_0"x 4'-0" GONG. WALK U) 141.6 141.3 CONCRETEPAD 1�4 a.r.. BUILDING AREA 16,810 20,810 - - - - - - - - - EDGE OF PAVEMENT 0 fool q�pfllllll",1111 EASEME EASEMENT PARKING AND ACCESS 9,768 9,768 �, 11 "2.1 -------- DRIVE (EAST) mi Lu A f j 141.6 M CATCH BASIN x 141�5 x PARKING AND ACCESS 8,775 8,775 Z < 4 141�4 x 14t6 DRIVE (WEST) BIT� -CONC. CURB U) 0 uJ x )13 gas III m tr N. CONCRETE WALKS/PADS 323 154 LU v CL w at (SOUTH AND EAST) 5' OR 10' CONTOUR LINE 4 )41,5 11 0 > _j so _j SUBTOTAL IMPERVIOUS 35,676 39,507 �2a I' OR 2' C014TOUR LINE x 141.6 141.6 141 6 ON W x x AREA _7� > so .- _ _ 1 1-- � __ - - - DITCH OR SWALE: _ - _` ,__ - - (n. PACE 170,144 166,313 wa-p-0- OPEN S AIR Lu 4N TOTAL AREA 205,820 205,820 LIMIT OF WORK RATE PERCENT 173% 19,2% Z - - - - - - - - - - - - x N 8716 32' W Lu EX. YARD 0 z _j TO BE REMOVED SCALE: 1" = 20' cc 0. �: 0. PROP, LIMIT OF v 76 t 1 0 P-) WORK TYP. 0 10 20 40 6o FEEr DRAWN BY: FAD PROP. CB#I WESTERN MASSACHUSETTS ELECTRIC CC.OMPANY RIM 140, 10 BOOK 3494, PAGE 328 INV. 13720 OUT PLAN BOOK 119, PAGE 15 5`L0 WIDE RIPf M low& DATE: 101412000 SUMP 135.40 SPLASH PAD SEE DETAIL IWAZ ("RA "LlNu" AND LA YOUT PLAN SEE DE TAIL L SCALE: 1" 20' SHEET #: 111 INV SU 4,iiq Nor F(3FD 0811-L2 ZONING "VIEW ARTICLE XI TOWN OF AGAWAM Industrial District B ARTICLE 1 180-62 Permit uses. Permituses shall be uses permitted in Industrial District A. General Provisions 180-63 Height regulations. CLEAR MATCH EXISTING CB FRAME AND GRATE 180-13 Site plans (Added 5-7-1990 by TOR 90-26] Industrial buildings shall not exceed two (2) stories, forty (40) feet in height, except z OPENING* with approval of the Board of Appeals after a public hearing. These provisions shall 2 27" X 38" MIN- BRICKS MAY BE USED FOR B. A site plan shall be required and shall be submitted in each Of the! following not apply to required equipment appurtenant to industrial buildings, except that Ld 8" MK GRADE ADJUSTMENTS. 0 situations: smokestacks, water tanks, grain elevators and the like are not permissible except after FRAME TO BE SET IN approval of the Board of Appeals after a, public hearing. FULL BED OF MORTAR WEEP HOLE NOTES: 1. UNLESS OTHERWISE DIRECTED, WEEP (1) Any proposed residential, business, industrial, institutional or other use of a new or In < z HOLES CONSISTING OF 4"PVC PIPE 180-64 Yards; setbacks; loading areas, 0 SEE 201.5.0 FOR JO�NT DETAIL TO BE PLACED THROUGH THE WALLS renovated structure or of a parcel of land, or any change in any such use, structure or EACH SIDE OF CATCH BASIN, THE A. Back and side yards shall be a minimum of twenty-five (25) feet. -RECTANGULAR INTERIOR DIM: MORTAR ALL JOINTS OUTSIDE END OF PIPE TO BE COVERED parcel, except for one-family detached dwellings and duplexes on separate lots, WITH 23 GAUGE = 1/4" MESH WIRE B. Front setback shall be a minimum of seventy-five (75) feet. > 3'-0" X 4'-0" GALVANIZED SCREEN. (2) Any nonresidential use of one-family dwelling. C. Loading platforms and employee parking areas shall be at the rear and side of all W z Ix cc 1 2� 2 CU. FT. OF 1 1/4" CRUSHED STONE buildings. WEEPHOLEO C. (3) All site plans shall be prepared to scale on standard sheets of twepty-four by (OPENING TO BE PRECAST SHALL BE PLACED AGAINST MESH < IN RISER SECTION) DURING BACKFILLING OPERATIONS, Thirty-six (24 X 36) inches to show with reasonable accuracy the following 0 INVERT OUT UJ 180-65 Lot size; lot coverage. information, in addition to that required in 180-4: ry A. No lot shall have an area less than forty-three thousand fiv�e hundred sixty (43,560) (a) A title block, containing the street address, applicanfs name and address, date, scale square feet, one (1) acre on which a building may be constructed for industrial use, T and the name of the preparer of the plan. except with approval of the Board of Appeals relative only to previously filed lots (b) A site layout at a scale of no smaller than one (1) inch equals fifty (50) feet. whose area is less than one (1) acre; provided that the file lot does not abut an OIL AND G TRAP HOOD V) (c) Topography of the site and adjacent lands. additional parcel owned by the same owner which is combined would meet with the N '. (d) Provision for the handling of vehicular traffic flow. All curb cuts must be clearly one-acre requirement of this section. L defined with widths and radii noted on the plan. B. Except for office, professional or administrative buildings, no building shall be less Radii shall meet town standards. than five thousand (5,000) square feet in area. Parking lot and site traffic flow must be clearly noted with signs or other methods if it is to maintained as one-way. (e) Parking area and loading areas. 180-66 Landscaping; residences; gasoline stations, loll (f) Drainage. The plan must be submitted to the Department of Public Works for input A. To assure that structures in industrial districts shall be reasonably attractive in appearance, the builder or his representative shall submit to the Planning Board, in d co prior to Planning Board review. 4= NOTES. 1. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHOD, CO SEE MHD SPECIFICATIONS, addition to other requirements an architect's rendering or comparable illustration of the z (g) All public utilities (sewer, water, gas, electric). planned construction, including landscaping, prior to applying for a building permit. (h) Landscaping. All landscaped areas are to be designated on the plan. These areas Cf) PRECAST,CONCRETE CATCH BASIN are to specify type and size. Unless such a drawing approved by the Planning Board is submitted to the Inspector of NITS Buildings, no permit for an industrial building shall be issued, nor shall an occupancy E (i) Sign location only, W UJ 0 permit be granted unless and until the finished structure conforms in appearance to the _J Mr Q 6) Exterior lighting. ubmitted. C3 Z., Ui drawing s < >< (k) Rendering or elevation. Including all mechanical facility support items originating B. The front of the building must be faced with either brick masonry exterior walls, j = 4:( W MINI LL_ from or terminating on the building exterior, or both. curtain walls of decorated colored aluminum, enameled colored steel, stainless steel (1) The location and characteristics of any proposed screening, fencing'or other butters., walls or glass wall construction and have an attractive appearance. 0 C-4 (in) The location of any wetlands, streams, drainage swales, and areas -subject to a) C> flooding, UJ C17 cc U.) 4) PRUNE BUT RETAIN CC C13 NATURAL �; U, . . FORM OF TREE z -J 0 U) CL 11 6" 4000 P.S.I. CONC. (MIN.) TOWN OF AGAWAM REQUIRED NOTES: 1 ) PRIOR TO ANY INSTALLATIOH OF AITT' SEWEP, WATEP OF DPAIt,,.I.AGE LIHES, THE CONTRACTOR/ OWNER SHALL CONTACT THE TOWN OF AGAWAM'S ENGINEERING DIVISION, 786-0400 EXT. 275/8. NO PIPING/APPURTENANCES RUBBER HOSE #10 WIRE-NEW 7 WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. GALVANIZED FRICTION GUARD 2) ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC STAKES BETWEEN WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT SHALL BE ,-O� 1/3 & 2/3 MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE TREE HEIGHT OF TREE PARCEL. WRAPPED 8" COMPACTED GRAVEL 6"x6"xw1.4xw1.4 FINAL GROUNDLINE TO 8" 4"-6" EARTH BORROW BASE COURSE REINFORCING MESH SAME AS ABOVE HOSE SAUCER (Mi-03�0) AT MID DEPTH 3) THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR TESTING ANY AT NURSERY 4" SHREDDED BARK MULCH EXSTING TOWN GATE VALVE WHERE A NEW CONNECTION WILL BE MADE. THE V V CONCRETE CAST-IN-PLACE SLAB CONTRACTOR/OWNER WILL ALSO BE RESPONSIBLE FOR REPAIRING OR 14 LU REPLACING SUCH VALVE OR fNSTALLING A NEW VALVE AT fHE PROPERTY LINE 1111111101111 3 AGRIFORM PLANTING TYPICAL IN ORDER TO ALLOW PRESSURE TESTING OF THE NEW WATER MAIN. REMOVE BURLAP TABLETS PER PLANT NO SCALE ir, z FROM TOP 1/3 OF PLANT BALL IV) UJ AMMENDED BACKFILL, I PART PEAT MOSS, ANY BALL OVER 2 -121) 3 PARTS TOPSOIL FEET �N PJAMETER SUBGRADE , 0 , 0 SHALL BE PLATFORMED LU 0 CECO METAL WA� LLJ PANEL M C) z +- REE DETAIL W DECIDUOUS T 0 3WIM 2,MIN, VAR(F$ 5�-O"Mlm, CONCRETE FINISH FLOOR 2 PLANTING & STAKING 2ETAIL ARCH CL UU 2 DRAWINGS 0 > NO SCALE Im �J _J T)_J i < 2:1 MAX. 3: UJ > a- -I MAX. W SLOPE 4. LL_ SLOPE 0 UJ 6" LOAM AND SEED Z _J WJ BUILDING FOUNDATION SEE *3 UJ 71, EXISTING A AWI z GRADE 1-60 MIM z V IL Ld a CL 6" THICK OF 3" MIRAFI GEOTEXTILZ MIN, MODIFIED FILTER FABRIC RfPRAP (M2,02.4) 1 . 4 DRAWN BY.- FAD AND SEED 6" OF 1 1/2" DATE: 1014/2000 �(_)MPACTEDGRAVEL RIPfMP SPLASH PAD ADJACENT TO BUILDING DETAIL Uffl=&E7wA-,/ffLff15`ft AND ZONINU" REVIEW SCALE*. 1" 20' NO SCALE SHEET#: T H U d 0 H NOT IFOR `�*H*` H 0811-L3 EXISTING CONDITIONS EXISTING CONDITIONS I 12 IJ .. _.. . I. E.. 1... ._.K., . LE � T Z 0 _ W u _ w I I I rtn itt r_ea_ : o r ,a ',. 1 E k k a + I E 1 A I } I J � 1 L 9 I I _ i LL SOUTH ELEVATION L: E A S T ELEVATION SCALE: 1t� SCALE: 1/ " V-0" a � i Z w EXISTING CONDITIONS Z co RELOCATED EXISTING VENT 0-12 Ci► 0-0 112 u. - = Lu 4 :. „ - 0. ui _0 IOO EST ELEVATION -�C� �=-l1 �—t — _. CI--- SCALE: 1/ ` _ 1'—D` O � EXISTING CONDITIONS EXISTING CONDITIONS ` I *_00 I21-011 12'—Ors 1' -(Q° i C r ol %'D REMOVE EXISTING WALL � REMOVE EXISTING WALL PANELS, GIRTS, SUB-STRIIC I IRE PROPOSED 4000 Sq. f{. PANELS, GIRTS, 'SUB-STRUCTURE` c WIRING, ETC. TO CREATE ADDITION DOOR, WIRING, ETC. TO CREATE _r 1 'x1 ' FRAMED OPENING. 1 *xl ' FRAMED OPENING. r u Wip _._., _ a... _.. �.. 1 W G� 104 w .( c G W J > .4 -1 W � � G) a► :3 cr) rTT UA IZ .. IZ. D_O 20-0 20-0 0-0 _ DRAWN R jib BYZ DJM DATE: 10/04/00 SCALE. 118"'=V_0" PUTT PLAN SKEET #. SCALE. 1 8" 1°-O,r [NOT FOR CONSTRUCTEDN 0 , Town of Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 47 3-786-0400 Fax 413-786-9927 � n October 20, 2000 t- w , Ken Vincunas Development Associates, Inc; 630 Silver Street Agawam, MA 01001 Dear Mr_ Vincunas At its duly called meeting held on October 19, 2000,the Agawam Planning Board voted to approve the Site Plan entitled "Project: Tubesales Williams, 83 Gold Street, Agawam, MA, Owner & Applicant: Development Associates,Inc., 630'Silver Street,Agawam, MA 01001" with the condition that a Drainage Permit be obtained from the Department;of Public Works. If you have any questions, please contact the Planning puce at 786-0400, extension 283. Sincerely, Jason Freeman, Acting Chairman Agawam Planning Board cc: Clerk Associated`Builders,Inc. Engineering Building File R i y Town' of Agawam 6 Main Street Agawam, Massachusetts 01001fti837 r�1F TeL 4I3-78 Fix - . 7 FACOVERX L' Fax _Number 1 - " mi e eat : Planning TO: Randy Conklin' O'Leary Company 527-2499 Deborah Dachos Number of Pages Including Cover Sheet: 2 Comments.* Per your request is the attached vote on Tubsale . Fax transmissions are salelyar municipal purposes: .any personal ar polideal use prohibited by law. 0 0 TowN of AGAWAM o INTEROFFICE T y, MEMORANDUM p�,a To Planning Board CC; File, MCC From: Engineering Date October 16, 2000- Subject: Site Plan-#360 - Tubesales 83 Gold Street Per your request, received October 6, 2000, we have reviewed the above referenced plan entitled, "Project: Tubesales Williams, 83 Gold Street, Agawam, MA; Owner: Development Associates, Inc. 630 Silver Street, Agawam, MA 01001; Prepared by: Associated builders, Inc., 4 Industrial Drive, South Hadley, NIA 01075; Scale : 1" _ 20'; Date: 10/4/00", and;we have no comments. A Storm Drain Permit application must be submitted. If you have any questions, please do not hesitate to contact our division. Sincerely;, ames T. Daley, P.E. Town Engineer h:lengineerlsitep]an1sp360,01.wpd Af= ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE a SOUTH HADLEY, MA 01075 (413) 53"021 FAX (413) 536-0908 October 16, 2000 Agawam Planning Board 13 6 Agawam Town Hall 36 Main Street Agawam, Massachusetts 01001 Attn: Ms. Debbie Dachos RE: T.W. Metals Inc., formally known as Tubesalles Williams, 83 Gold StretvIt, Agawam Massachusetts. ±4,000 S.F. Proposed Building Additions. AS Project No: 0811 Dear Ms. Dachos: We have received your Site Plan Review commentary letter dated October 13, 2000. Associated Builders Inc. greatly appreciates having these comments prior to the public hearing on October 19,, 2000. The existing facility employees 13 personnel and is expected to retain two (2) new employees In the future. Therelbre, T.W. Metals Inc. anticipated #tat the total number of employee's Is fifteen (M personnel. Historically,, the existing parking facility has amply capacity for Its employees and Its corporate requirements. 'the proposed building addition colors, textures and materials shall match the existing buildings construction, see attached photographs. Originals shall be in color. If you have any questions, please feel free to contact me at your convenience. ;Sin;ceV! Frank DeMarinis Project Engineer Cc. Ken Vincunas, Development Associates, Inc. ��i FMORMLEMR80111=11 I AGAWAM PLANNING 10-16-00.doc 45 DOWNING PARKWAY PITTSFIELD,MA 01201 (413),44"176 Y 3 4i� � �M1 R z�.,1. y�a�� „a,4 � z s� � �t ''i ii �`� 35��1a + a n �k7 e � �� t � � �2 � �� •�t S�z». .. v ti � �� 23�1 4a�� `�,��"„� i�N C i �� t �,.�_. ,. e; , , TowN OF AGAwAm INTEROFFICE MEMORANDUM To: Planning Beard CC File, MCC From Engineering Bate, October 16 Subject: Site Plan -#360 - Tube ales - 83 Gold Street Per your request, received October 6, 2000, we have reviewed the above referenced plan entitled, "Project: Tubesales Williams,' 83 gold. Street, Agawam, MA; Owner: Development Associates, Inc. 630 Silver Street, Agawam, MA 01001; Prepared : Associated builders, Inc., 4 Industrial' Drive, South Hadley, MA 01075; Seale : l" = 0% Date: 1014/00", and we have no comments. A Storm.Drain Permit application must be submitted. if you have any questions, please do not hesitate to contact Maur di ision.. Sincerely, 3, - fa'm es T. Daley, RE. {. 'gown Engineer' hAeat$neertsiteplanlsp360-01.wpd �1 ` A 413 536 ogoe M110=17-2000 8 19AM FROt-lowLSSOCIATED BUILDERS 413 536 mgml& P 1 - s ABASSOCIATED IATED BUILDS 4 INDUSTRIAL DRIVE + SOUTH HADLEV. MA 01.075 a (413) 536-DO21 FAX (Ala) 638.0908 October 1fi, 20a0' Post --its Fax'Note 7671 Dam � � #of 0, TO LJ From r of f Agawam Planning Board CorDept ca. U Agawam Torn Mali' Pno"It Phane# GrG�d� l 36 Main Street Fax# � Fax# Agawam, Massachusetts 01001 Attn: Ms Debbie Dachas - RE* T.W. Metals Inc., formally known as Tubesallos Williams, 83 Gold Street, Agawam Massachusetts. 000 S.F. Proposed Building Additions. AB Project No: 081 1 Dear Ms. Dachas: We have received your Site Plan Review commentary letter dated October 13, 2000. Associated Builders Inc. greatly appreciates having these comments prior to the public hearing on October 19, 20M. The existing facility employees 13 personnel and is expected to retain two (2) new employees in the future. Therefbre, T.W. Metals Inc. anticipated that the total number of employee's is fliteen (15) personnel. Historically, the existing parking facility has amply capacity for its employees and its corporate requirements., The proposed building addition colors, textures and materials shall match the existing buildings construction, see attached photographs. Originals shall be in color. If you have any questions, please feel free to contact me at your convenience. Since Frank DeMarinis Project Engineer Cc. Ken Vincunas, Development Associates, Inc. FAWC ETTF—RU811 W81I AGAWAM PI ANMNG 10-16-M-doe 45 DOWNING PARKWAY F1ffTVtLD,MA 01201 (415)443.6176 10-17- 00 8. 1 AM FROM ASSOCIATED BUILDERS 413 53E 0908 P. a F, AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 13, 2000 DATE RECEIVED: October 5, 2000 DISTRIBUTION DATE: Oct. 13, 2000 PLANNING BOARD MEETING DATE: October 19, 2000 APPLICANT INFORMATION 1. Name of Business: Tubesales Williams Address: 83 Gold Street, Agawam, MA01001 2. Owner: Development Associates, Inc. Address: 630 Silver Street, Agawam, MA01001 Telephone: (413) 789-3720 3. Engineer. Associated Builders, Inc. Address: 4 Industrial Drive, South Hadley, MA 01075 Telephone- (413) 536-0021 PLAN REVIEW Scale: 1" = 20' Date: October 4, 2000 Title Block (Street Address,Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 4,000 sq.ft. addition to an existing manufacturing building. Site Plan Review Page 2 Description of Site: Area of proposed addition is vacant. A Negative Determination of Applicability was issued by the Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: No additional parking is proposed. The number of employees should be submitted so that a parking analysis can be conducted. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: No new landscaping proposed. Sign Location: Unchanged. Exterior Lighting: Unchanged. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Existing. Other Comments or Concerns: Town of Agawam 36 Main Street Agawam,Massachusetts 100 •1 3'7 Tel.413'786-0400 Fax 413-786-9 27 MEMO TO: Building,Inspector, Engineering Dept., Police Dept.,Fire Dept FROM Planning Board DATE: October 5, 200 SUBJECT: Site Plan-Tu es 83 Gold Street Please review and comment on the attached Site Plan for Tubesales at 83 Gold Street prior to the Board's October 19' meeting. Thank you. DSn:prk, SWAM FIRE �DEPARTMENT f APPROVAL AGAWAM FIRE DEPARTMENT $00 MAIN STREET • AGAWAM, MA 0100:I } TELEPHONE (41 78 =0657 David A. Pisan€a Chief of Department 1 12/00 RE Tnbesales 83' Gold St. As per. 780 C.M.R. (Building Code) and 148 M.G.L. and Not limited to N.F.P. . 13 and 72 if this addition is sprinkled, and alarmed a complete narrative with all (P.E.) Stamped drawings shall be submitted before work is to begin. Fire Insp, MMercadante AGAWAM FIRE DEPARTMENT APPROYAL M . ........#*...... MI&'YMgk sQlrli M ti:. MEMO To: Planning Board From; Sergeant Donald fall Subject. Site Plan-Tubesales-83 Gold Street Date: October 6, 2000 e constuction of a 4,000 S.F.building addition to the already existing T b sales building will have no impact on pedestrian or traffic safety. N vt), OCT 0 6 2000 Town f Agawam • 36 Main Street Agawam,Massachusetts 01001.1837 MA�r Ter. 413-786-0400 Fax 413-786-9927` MEMO TO Building Inspector, Engineering Dept.,Police Dept., Fire Dept. FROM:: Planning Board DATE: October 5, 2000 SUBJECT: Site Flan- Tubesales- 83 Gold Street Please review and comment on the attached Site Plan for Tubesales at 83 Gold Street prior to the Board's October 10 meeting. Thank you. DSD:prk ASSOCIATED BUILDERS, I INDUSTRIAL DRIVE• SOUTH HADLEY, MA 01075# (413) -0021 FAX (413) ober , 2000 Agawam Planning Board Agawarn Town Mai 36 Main Street Agawam, Massachusetts 01001 Attn: Ms. Debbie Dachos Tubesslas Williams, 83 Gold Street, Agawam Massachusetts ±41,000 S.F.Proposed Building Additions. AS Project No: 0811 [dear Ms. Dachusw On half of Development Associates Inc., atmched are ten (10) sets of the proposed site plans, details and elevations d # flour (4) sheets proposed project consist of the development 4rOOO S.F. building addition to an e)dsbng 16,800 S.F. pre-engineered metal franc building. The building addition shall increase the facilitieswarehouse square footage, and shall not mquire any additional utilityconnections, paved areas or generate plc As per your request, Associated Builders Inc. filed a Determination of Applicability with the Agawam Conservation Commission and an September 28, 2000 the commission made a negative determination. In addition, Eric~ Bemardin P.E. and If James Da revs Agave 'sstorm drainage requirements on Friday, September 2 , 2000. The Agawam Department of Public Works Drainage Design requirements fbr the Regional Suffield Indusbial Park waives on-site detention fdr developments than 50% Impervious area. The subject project shall provide I9.2 Impervious area post development. If you have any questions, please l ftee to contact me at your convenience. Bin rely Prank DeMadnistot Aug Project E4ineer ' rJ A Cc. Ken\ ncunas, Development Associates, Inc. .A James T. Daley, P.E., Agawam Town Engineer � . F.'XW0R0UXTMR8=11W611 AG,AWAM PLANINIING 1` .doc- 45 DQWNM PARKWAY Pi1'"i"SFIELD,MIA 01201' (413)443-6176 r 1z 14AI AGAWA III PLAINTgNG BOARD Form D' Application for Site Plan Approval Phase complete the following form and return it and 10 copies of the Site Plan to Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Tubesales Williams Address 83 Gold Street,, Agawam, MA, Q1QOJ---__ 2. Name of Appl cant/Owner Development Associates., InC Address 630 Silver Street, Agawam, MA 01001 Telephone (413) 789-3720 3. Name of Engineer/Architect Associated Builders nc= Address 4 Industrial Drive, South Hadley. :MA 01H75 Telephone (413) 53 -0021 4. Please give a brief description of the proposed project. The project consists of the development of ;a 4000 S.F. pre-engineered metal frame building with concrete slab-on-grade ..c tion. Revised 11/06/98