Loading...
8240_SITE PLAN - LUIGIS AUTO BODY - 371 S. WESTFIELD ST. (SELF-STORAGE UNITS) i SeiF _ D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS November 13, 2002 Dennis Hopkins, Chairman Agawarn Planning Board Agawam,MA 01001 RE: Proposed Site Plan- 371 South Westfield Street Owner: Luigi Chiarella Dear Board Members: On behalf of our client, Luigi Chiarella,we are submitting a Site Plan application to allow for the development of private storage units for rental purposes on the above referenced site. Enclosed are the following items. L Form "D" - Application for Site Plan Approval 2. Facade Drawing of Proposed Storage Buildings. 3. Storm Drainage Analysis&Detention. We are filing a Special Permit Application with the Board of Appeals and a Request for Determination with the Conservation Commission. We will be pleased to meet with the Board at your earliest convenience. Thank you. Sincerely, D. L. Be C. David L. Bean, Inc. cc: Luigi Chiarella, owner DLBlssc AGAWAM PLANNING HOARD FORM D Application for Site Plan Approval November 14, 2002 Please 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 01.001 1. Name of Business Luigi's Auto Body Address 371 South Westfield_ Street_- Agawam, MA . 2. Name of Applicant/Owner Luigi Chiarella Address 371 South Westfield Street - Agawam, MA 01030 Telephone 786-4975 3 . Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield. MA 01085 Telephone (413) 562-7566 4. Please give a brief description of the proposed project: The petitioner proposes to construct private storage units for rental. r r Rev. 2/14/94 H R] q H b cn y y 7� .Wrw:'rr• E-H i - STORM DRAINAGE ANALYSIS & DETENTION 371 South Westfield Street Agawam,Massachusetts for Luigi ChiareHa by D.L.Bean Inc. Westfield,Mass. November 2002 OF Ulm IMWAM cum Cm SOIL LOCATION MAP r Wa MeB (loins sheet 32) MeB WnB W0 nE y , C� A A « Mel} Gl?IfY pfr .� * ES MeA MeA �- Am8 �♦ +.�s" � PuA 3 64 w ', k- Bowles Agawam O � A"8 Wac Ng WA 14 •` ' ' C •„ $C r , 'J• j MeA ! r J CkB WeC SB Sc ... `�� Pu B �: : :•. : ,s'�* Es a EnB .g . �.. Amg cA s� 7 •. .t BaB B GRAVELi,r' `� a eB PIT f + ! MeB BaB s. : � f Ua JAL Pa8 Sr his Wa 'lafeB 25 Am8 . . PaC Ca$ 1 p• k �,' ,�' s , j Writ. _ +►:. ' Bab Ra o �� fir 4 4F Ag8 y' • ,.:k Es Ln R A a P �1• "t � � •.i U � - 1� � .> m8 Bad r -- Am8 �` Ma ic Ra I = WnB S,. ro BaB W. aS ! I x '•w .�, • ,r , *'tr. I..a. � 9 •�' 'f• B Ba6 •i Ng r.s J. �r�s `• x - • BaB' Sc 'rP a•. BuB. � � - �•�� - Rom• 9 � .• • HARTFp b �u _ c : " • M, J f � O 'G g � W PE4 � vi 4 3 c� a E �n o �dp� Aga � Ol � r tJ CN ol SM � s ad TJ 0 IS- w w .....+... 47 W 3 — 3 ♦ 000 ,h700, 11 \ " } C U Z 1 \ 14 ,zyra , w uj IV -96 du lip \ . t! a o ti 44 - o 1 a 10 7 It _� - h EXISTING RUN-OFF RUNOFF CURVE NUMBER COMPUTATION Version 2.10 roject : LUIGI 'S - SO.WSFLD.ST. , AGA. User: DLB Date; 11-13-2002 ounty : HAMPDEN State: MA Checked: Date: ubtitle: EXISTING CONDITION RUN-OFF ubarea : 1 . 54 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ULLY DEVELOPED URBAN AREAS (Veg Estab. ) pen space (Lawns,parks etc. ) Good condition; grass cover > 75% - 0.99(61 ) 0.17(74 ) - mpervious Areas Paved parking lots, roofs, driveways - 0. 13( 98) 0.07( 98) - Streets and roads Gravel (w/ right-of-way) - 0 .13(85 ) 0. 05(89) - otal Area (by Hydrologic Soil Group) 1.25 .29 ------------------------------------------------------------------------------ UBAR$A: 1 . 54 TOTAL DRAINAGE AREA: 1. 54 Acres WEIGHTED CURVE NUMBER: 70* - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2. 10 roject : LUIGI ' S - SO.WSFLD.ST. , AGA. User: DLB Date: 11-13-2002 ounty : HAMPDEN State : MA Checked: Date: ubtitle: EXISTING CONDITION RUN-OFF ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft) ( ft/ft ) code ( sq/ft) ( ft ) ( ft/sec) (hr) ------------------------------------------------------------------------------ heet 3 45 0 . 067 F 0 . 080 hallow Concent 'd 285 0 .053 U 0 . 021 hallow Concent 'd 95 0 .032 P 0 . 007 Time of Concentration = 0 . 11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range , Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 .10 roject : LUIGI 'S - SO.WSFLD.ST. , AGA. User: DLB Date: 11-13-2002 ounty : HAMPDEN State: MA Checked: Date: ubtitle: EXISTING CONDITION RUN-OFF Data: Drainage Area 1.54 * Acres Runoff Curve Number 70 * Time of Concentration: 0.11 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number ; 1 ; 2 ; 3 ; 4 ; 5 ; 6 ; 7 ; ------------- -- - I 1------ ' ------' -------'------' ------ '------' Frequency (yrs) ; 1 ; 2 ; 5 ; 10 ; 25 ; 50 ; 100 ; I F 1 1 1 f I 1 24-Hr Rainfall ( in) ; 2. 5 ; 3 ; 4 ; 4.6 ; 5. 3 ; 6 ; 6. 5 ; I I 1 1 ! 1 I 1 Ia/P Ratio ; 0. 34 ; 0. 29 ; 0 .21 ; 0. 19 ; 0.16 ; 0.14 ; 0.13 ; Runoff (in) ; 0. 46 ; 0.71 ; 1 . 33 ; 1 . 74 ; 2.26 ; 2.81 ; 3.21 ; I 1 1 1 1 I I I Unit Peak Discharge : 0.835 10.918 : 0 .956 10. 971 : 0.984 : 0. 994 : 0. 999 (cis/acre/in) I I 1 # f 1 1 I Pond and Swamp Factor ; 1 .00 ; 1.00 ; 1.00 ; 1 .00 ; 1.00 ; 1.00 ; 1.00 ; 0 .0% Ponds Used i 1 II------ ' ------ ' ------ ' ------' ------'------' Peak Discharge (cfs ) ; 1 ; 1 ; 2 ; 3 ; 3 ; 4 ; 5 - Value(s) provided from TR-55 system routines r PROPOSED RUN-OFF � p a .� ;4 q w m CA xu � � to o o co d - -�/ a .r^{ r— . ova ar Ad or t tt p 'b 1 r - �, / R PIP f i vw i)y,� 9secS ��v or ♦ r III` Orr 1 to K -16 r •- , N ^� ° � 4 1 Ole � r 1 1 r�o RUNOFF CURVE NUMBER COMPUTATION Version 2 .10 roject : LUIGI 'S - SO.WSPLD.ST. , AGA. User: DLB Date: 11-13-2002 ounty : HAMPDEN State: MA Checked: Date: ubtitle: PROPOSED CONDITION RUN-OFF ubarea : 1 . 54 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ULLY DEVELOPED URBAN AREAS (Veg Estab. ) pen space (Lawns,parks etc. ) Good condition; grass cover > 75% - 0. 50(61 ) 0.12(74) - mpervious Areas Paved parking lots, roofs, driveways - 0. 30(98) 0,08(98) - Streets and roads Gravel (w/ right-of-way) - 0. 43(85) 0. 09(89) - THER AGRICULTURAL LANDS rush - brush, weed, grass mix good - 0.02(48) - - otal Area (by Hydrologic Soil Group) 1 .25 .29 ------------------------------------------------------------------------------ UBAREA: 1. 54 TOTAL DRAINAGE AREA: 1.54 Acres WEIGHTED CURVE NUMBER: 39* ------------------------------------------------------------------------------ - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.10 roject : LUIGI ' S - SO.WSPLD.ST. , AGA. User: DLB Date: 11-13-2002 ounty : HAMPDBN State: MA Checked: Date: Jubtitle: PROPOSED CONDITION RUN-OFF ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) ( ft/ft) code (sq/ft) ( ft) (ft/sec) (hr) ----------------------------------------------------------------- heat 3 45 0.067 F 0 .080 Fallow Concent'd 345 0. 043 U 0.029 hallow Concent 'd 105 0. 029 P 0 .008 Time of Concentration = 0.12* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.10 roject : LUIGI " S - SO.WSFLD. ST. , AGA. User: DLB Date: 11-13-2002 ounty : HAMPDEN State: MA Checked: Date: ubtitle: PROPOSED CONDITION RUN-OFF Data: Drainage Area 1 . 54 * Acres Runoff Curve Number 79 * Time of Concentration: 0 .12 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number -- - , -- 1 , 2 , - 3 - 4 ; 5 ; 6 ; 7 ; -_ - i 1 1 1 • 4 _ .. 1 _--- 1 ------ Frequency (yrs) ; 1 ; 2 5 ; 10 ; 25 ; 50 ; 100 ; 1 F I 1 I I I I I I 1 1 1 1 1 I 24-Hr Rainfall ( in) ; 2. 5 ; 3 ; 4 ; 4. 6 ; 5.3 ; 6 ; 6. 5 ; I 1 ! F 1 1 } 1 Ia/P Ratio ; 0.21 ; 0.18 ; 0 .13 ; 0.12 ; 0.10 ; 0. 09 ; 0.08 ; i i i i i i i Used ; 0. 21 ; 0.18 ; 0.13 ; 0. 12 ; 0 .10 ; 0.10 ; 0. 10 ; 1 1 I 2 1 1 ► I 1 I I F 1 1 i 1 Runoff ( in) ; 0.84 ; 1.19 ; 1. 96 ; 2 .46 ; 3 .06 ; 3. 68 ; 4. 13 ; 1 I I I 1 l I 1 1 I I 1 1 F I F Unit Peak Discharge 10. 937 10.957 10.981 10.990 10.999 10.999 :0.999 ; (cfs/acre/in) 1 F f 1 1 k 1 1 Pond and Swamp Factor ; 1.00 ; 1.00 ; 1.00 ; 1.00 ; 1.00 ; 1 .00 ; 1.00 ; 0 .0% Ponds Used --- 1 I 1 1 1 ------ -__- I ------ Peak Discharge (cfs) ; 1 ; 2 ; 3 ; 4 ; 5 ; 6 ; 6 ; - Value(s ) 'provided from TR-55 system routines DETENTION BASIN DESIGN STORAGE VOLUME FOR DETENTION BASINS Version 2.10 roject : LUIGI ' S - SO.WSFLD. ST. , AGA. User : DLB Date: 11-13-2002 ounty : HAMPDEN State: MA Checked: Date: ubtitle: PROPOSED CONDITION RUN-OFF r Drainage Area: 1 . 54 Acres Rainfall Frequency: 5 years Rainfall-Type: III Runoff: 2 .0 inches Peak Inflow: 2 . 97 cfs Peak outflow: 1 . 96 cfs Detention Basin Storage Volume: 0. 43 inches or 0 . 1 acre feet STORAGE VOLUME FOR DETENTION BASINS Version 2.10 oject : LUIGI ' S - SO.WSFLD.ST. , AGA. User: DLB Date: 11-13-2002 ,unty : HAMPDEN State: MA Checked: Date: ,btitle: PROPOSED CONDITION RUN-OFF Drainage Area: 1. 54 Acres Rainfall Frequency: 10 years Rainfall-Type: III Runoff : 2 . 5 inches Peak Inflow: 3. 75 cfs Peak outflow: 2 . 60 cfs Detention Basin Storage Volume: 0. 52 inches or 0.1 acre feet STORAGE VOLUME FOR DETENTION BASINS Version 2.10 aject LUIGI 'S - SO.WSFLD.ST. , AGA. User: DLB Date: 11-13-2002 -unty HAMPDEN State: MA Checked: Date: lbtitle: PROPOSED CONDITION RUN-OFF Drainage Area: 1. 54 Acres Rainfall Frequency: 50 years Rainfall-Type: III Runoff: 3.7 inches Peak Inflow: 5 .66 cfs Peak Outflow: 4. 30 cfs Detention Basin Storage Volume: 0. 70 inches or 0. 1 acre feet STORAGE VOLUME FOR DETENTION BASINS Version 2.10 roject : LUIGI 'S - SO.WSFLD.ST. , AGA. User: DLB Date: 11-13--2002 runty : HAMPDEN State: MA Checked: Date: abtitle: PROPOSED CONDITION RUN-OFF Drainage Area: 1. 54 Acres Rainfall Frequency: 100 years Rainfall-Type: III Runoff : 4.1 inches Peak Inflow: 6. 35 cfs Peak Outflow: 4.94 cfs Detention Basin Storage Volume: 0.76 inches or 0.1 acre feet 0.0975 AF STORAGE NEEDED: 4,249 C.F. Elev. S.F. Ave. K C.F. 195.6 0 489 0.40 1% 196.0 978 2,082 2.0 4,164 198.0 3,186 TOTAL VOLUME 4,350 C.F. OUTLET PIPE DESIGN UIGI 'S - SOUTH WESTFIELD STREET, AGAWAM ESIGN PARAMETERS: 100 YEAR EXISTING STORM - OUTLET DESIGN 11/13/2002 nbankment Elevation: 198 . 00 aximum Water Elevation: 198. 00 nlet Elevation: 195 . 60 atlet Elevation: 195. 59 ailwater Depth: 0. 00 lope in Percent: 0 .03 ength of Pape: 22 .0 iameter of Pipe ( in) . : 10. 0 ype of Pipe: ADS N-12 anning' s n: 0 .012 ead Loss Coefficient : 0. 23 low Type: Pipe Control ALCULATION OUTPUTS ischarge (cfs ) : 4 . 9445 apth of Flow: 2. 4 alocity ( fps ) : 9 . 0656 JIGI ' S -- SOUTH WESTFIELD STREET, AGAWAM RSIGN PARAMETERS: 5 YEAR EXISTING STORM -- OUTLET DESIGN 11/13/2002 nbankment Elevation: 198 . 00 aximum Water Elevat-ion: 196 . 40 nlet Elevation: 195 . 60 4tlet Elevation: 195 . 59 ilwater Depth: 0 .00 ope in Percent : 0. 03 ngth of Pipe: 22 . 0 ameter of Pipe ( in) . : 10.0 --., pe of Pipe: ADS N-12 �4*ti4 Yt nning' s n: 0 . 012 ad Loss Coefficient : 0. 23 s ++:t'+r.; �•', ow Type : Pipe Control LCULATION OUTPUTS ,. °'41 scharge (cfs) : 1 . 9828 pth of Flow: 0.8 locity (fps ) : 3 .6354 UIGI ' S - SOUTH WESTFIELD STREET, AGAWAM ESIGN PARAMETERS : 10 YEAR EXISTING STORM - OUTLET DESIGN 11/13/2002 mbankment Elevation: 198 . 00 aximum Water Elevation: 196 . 64 niet Elevation: 195 . 60 atlet Elevation: 195 . 59 ailwater Depth: 0 . 00 lope in Percent: 0 .03 ength of Pipe: 22 .0 iameter of Pipe (in) . : 10 . 0 rpe of Pipe : ADS N-12 anning' s n: 0 . 012 ead Loss Coefficient: 0. 23 low Type : Pipe Control ALCULATION OUTPUTS ischarge (cfs) : 2 . 6475 apth of Flow: 1 .04 elocity (fps ) : 4 .854 �IGI ' S - SOUTH WESTFIELD STREET, AGAWAM SIGN PARAMETERS: 50 YEAR EXISTING STORM - OUTLET DESIGN 11/13/2002 �bankment Elevation: 198 . 00 ximum Water Elevation: 197 . 60 let Elevation: 195 . 60 tlet Elevation: 1.95 . 59 ilwater Depth: 0 .00 ape in Percent: 0 .03 ngth of Pipe: 22 .0 ameter of Pipe ( in) . : 10 .0 pe of Pipe: ADS N-12 nning ' s n: 0 . 012 ad Loss Coefficient : 0. 23 ow Type : Pipe Control LCULATION OUTPUTS scharge (efs) : 4. 3954 pth of Flow: 2.0 locity (fps) : 8.0587 STAGE - DISCHARGE GRAPH LUIGI'S - SOUTH WESTFIELD ST. AGAWAM, MA, 100 YEAR STORM 198 198 197 197 196 196 195 195 0 1 2 3 4 5 FLOW (GFS) STORM DRAIN PERMIT APPLICATION STORM I)RAINA tF l'..ERWY AMICATIONS To the Town of Agawam,Department of Public Works: The undersigned being the Owner of the property located (eg.Owner,Lessee,Tenant,Intended Purchaser,etc.) at 371 South Westfield Street, Agawam, MA does hereby request a permit to increase impervious cover on his_vroperty-and_to drain into a proposed detention basin that will release storm water towards-a wetland located gn his praDergy. I. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) See Site Plan 2. Plans and spec Fications covering any work proposed,includinj soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit B". (Submit in Duplicate) See Conservation Plan 3. Calculations determining existing and proposed storm water runoff,capacity of existing facilities impacted by the planned work and the design of detention facilities are attached hereunto as Exhibit"CO. (Submit in Duplicate) See Drainage Calculations dated: November, 2002 4. The name and address of the engineer or firm who prepared the calculation,design plans and specifications covered by this permit is: D.L. Bean_, Inc. Westfield, MA 5. The:tame and address of the person or frrrn who will perform the work covered by this permit is- -- Not kngwn at this time - - - IN CMSIDERATION OF THE GRANTING OF TEU EE&MU JUE UNDERSIGNEn AGREES: 1. To furnish any additional information relating to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendent. 2. To Accept and abide by ail the provisions of Section 175-1 through 175-59 inclusive of the Ordinances of the Town of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future. 3. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner at all times,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Waits and his representatives in their inspection of storm drains,and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence,or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawam. 6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the.storm drain and related facility or connection. APPLICANT:' . DATE: November 14, 2002 ADDRESS: Luigi Chiarel.la —�� 371 South Westfield St. , Agawam, MA CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: SUPERINTENDENT r R D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS January 30, 2003 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 RE: Site Plan- 371 South Westfield Street Dear Board Members: As requested, our client, Luigi Chiarella, has acquired samples of the roof and siding material proposed for the self-storage units. The metal sample enclosed is the color chosen for the roof, (Leaf Green). The color to be used for the siding will be Classic Beige, and is the same gauge metal as the sample enclosed. Also enclosed is the VP Color Guide showing all the available colors from that company. If you have any questions,please contact us or Luigi. Thank you. Sincerely, D.L. Bean c. David L. Bean,President cc: Luigi Chiarella enclosures as noted DLB/ssc Long-term Beauty and Pfor • ur Buildi VP Buildings'KXL coating system delivers the ultimate in protec- facades and wall panels.Choose from a variety of popular colors— Egyptian White,Arctic White,Ash Gray and Classic Beige. Panel All colors shown approximate actual paint colors as tion. This enduring finish guards against chalking and fading so Brick Red to Smokey Blue._.Arctic White to rich Desert Tan. Rib Roof PBE panels offer a purlin bearing edge and are available accurately as possible. Actual paint colors may vary. Colors In this guide are for reference only.VP Buildings colors and surfaces stay clear and bright year-after-year. In fact, Just look over the chart below for availability on the panels you in a KXL finish. reserves the right to change color offerings contained here KXL is so durable,VP warrants it on roofs and walls for 20 years. have selected.VP also offers upon request Panel Rib and Vee Rib VP offers two tiers of color.Each tier is priced separately and without notice. VP Buildirigs'KXL coating is standard on all VP metal roofs, wall panels with SP Coating(polyester resin).SP is available only in delivery times may vary.Ask your VP Builder or your VP Regional Sales Office for more details. WALL PANELS FUNCTIONAL ROOF PANEL FUNCTIONAL ROOF ARCHITECTURAL ROOFS & FACADES PANEL RIB WALL, SPAN LOC, VEE RIB PANEL RIB ROOF PBE SSR SLR, SNAP SEAL, FASCIA, SOFFIT, MANSARDS KXL FINISH KXL FINISH KXL FINISH KXL FINISH EGYPTIAN WHITE ARCTIC WHITE REGAL WHITE ASH GRAY EGYPTIAN WHITE REGAL WHITE EGYPTIAN WHITE REGAL WHITE REGAL WHITE ZINC GRAY SLATE GRAY V) tr CD J O V 0 ZINC GRAY CLASSIC BEIGE DESERT TAN VENETIAN YELLOW PATRICIAN BRONZE CLASSIC RED PATRICIAN BRONZE CLASSIC RED SMOKEY BLUE PATRICIAN BRONZE CLASSIC RED Q a V) z tY d J v7 O U © STORMY BLUE PATRICIAN BRONZE CLASSIC RED LEAF GREEN LEAF GREEN LEAF GREEN LEAF GREEN HEMLOCK FELT GREEN d r-) Z d c/7 CHARCOAL BLACK (available as a trim color only) PANEL RIB WALL, VEE RIB SP FINISH o a J J O O U MEDIUM BLUE BRICK RED BOYSENBERRY COPPER PENNY c—) t--i P-, w La EGYPTIAN WHITE ARCTIC WHITE CLASSIC BEIGE ASH GRAY MEDIUM BLUE JADE GREEN PAINT FINISHES KXLTM (PVDF) S P 1 M j ` ` # + y VP uses high quality paint systems designed This paint system combines ceramic pig- This is a thermoset coating system com- to provide long-term performance and pro- mentation with polyvinylidene fluoride for posed of polyester resin. Much like PVDF tection. Each coating is formulated with superior, long-lasting performance. PVDF finishes,the SP finish offers good protection thoroughly researched, tested, and field finishes are respected for their durability, from the elements with special consideration proven pretreatments, primers, resins, and resistance to chalking and fading,chemical to chalk and fade resistance, durability,and pigments that can meet your design and resistance,and color retention.Please note: chemical resistance. performance requirements. PVDF finishes meet both Kynar 500 and Hylar 5000 specifications. TM NOT r DIPPED GALVANIZED TEST METHOD KXLDry Film Thickness ASTM D-1400,0-1005,D-1438(NCCA I1-13,14,15)' 0.2-0.25 mil primer 0.2-0.25 mil primer 0.7-0.8 mil lap coat 0.7-0.8 mil top coat Specular Gloss(60) ASTM D-523a 30-40' 20-35' - Pencil Hardness ASTM C-3363(NCCA II-12)Eagle Turquoise Pencil HB-H F-2H Flexibility: T-Bend NCCA II-9(No Cracking or tape removal of film) 2T5 2T5 rrs- Mandrel ASTM D-522(180'bend around 1/8"mandrel) No cracking No tape off �rw Adhesion ASTM D-3359 (NCCA 11-5)Reverse Impact No adhesion loss No adhesion loss Cross Hatch Reverse Impact ASTM D-2749(NCCA II-6)Impact in in.lb=2000 X metal No cracking or adhesion loss 5 No adhesion loss thickness for steel Abrasion Resistance Falling Sand ASTM D-968 Liters to expose 5/32"of 65± 15 Ilmil of film 30 Ilrllil of film substrate transit—Based on topside to backside contact Acceptable Acceptable in transit Mortar Resistance AAMA 605.2' —24 Hour Pat Test No effect No effect Detergent Resistance ASTM 0-2248—3%Detergent,100*F,72 hrs. No effect No effect 1 Acid Pollutants ASTM D-1308,Proc.7.2 10%Muriatic Acid(15 min.) No effect No effect Resistance 20%Sulfuric Acid(24 hrs.) No effect No effect AAMA 605-2 Test 7.7 3.1--70%Nitric Acid Vapors <5 units color change' <5 units color change' (30 min.)Kesternich S02 Cylic Test(2 liters) 10 cycles 10 cycles' Alkali Resistance ASTM D-130810%,25%Sodium Hydroxide(1 hr.) No effect Minimal effect Salt Spray Resistance ASTM B-117—5%Salt Fog 0 950 F IDOD Hours' 1000 Hours" Humidity Resistance ASTM D-2247 1000 Hours 10 1500 Hours" (100%d Relative Humidity®95'F) (100%Relative Humidity "- @ 100'F) Weatherometer Test ASTM G23 2000 Hours 2000 Hours —� Color Change ASTM D-2244 <2 units change' <2 units change' Chalking Resistance ASTM D-4214 Maximum#a Maximum#8 — Exterior Weathering — — — -- Florida Exposure ASTM D-2244 Color Max.5 units color change' Max.5 units color change' 5 years @ 45'9 ASTM D-4214 Chalk Maximum#8 Maximum#8 AAMA 605.2 Film Erosion Less than 20%film loss Less than 20%film loss 1.National Coil Coaters Association- 6.American Architectural Manufacturers Association Note:Oil canning in the flat areas of panels is inherent of coil steel 2.Higher film KXL coatings and performance data 1.HuntereE color difference. products and shall not be cause for product refusal available upon request. a.No obwoonable color change KYNAR 0 is a registered Trademark of Atochem North America,Inc. 3.American Society tar Testing and Materials, B,Less than 1/8`creep from scribe. HYLAR 51H10 0 is a registered trademark at Ausimont USA,Inc. 4.Higher and lower glosses available upon request. 10.No more than tow 08 blisters. Galvalume 0 is a registered trademark of a.LE.C.Intemational,Inc. 5.Fracturing or rupturing of substrate w ll rupture coatings 11.Less Iran 1/16,creep from scribe. KXL Coatfngs are generally flexible to point of substrate rupture. Certification of Corp.Engineers and AAMA 605.2 available upon request. - VP BUILDINGS. INC. MEMO PLAYERS CLUB CIRCLE MEMPHIS, TENNESSEE 38125 a 1 w-vp.38-3246 II nn G(`c ` 6g17 5M 1010E QORN I � VP BUIWINIJJ Mww_vp.com _ VARCO-PRUDEN w � lLTS ! Sr.LEt1 Jr� � � ik HYDRANT DETAIL HAY SALE STAKING DETAIL � �—�.�,N "`�—� „� � �•, PLACE,AMMO.VALVE s[VW j HARDWOOD OR METAL STAKES o — BALES TO BUTT DRIVEL`TRRU BALES INTO GROUND aoLtA=t DEFA�S TOGETHER jJk ,w,. UZIcum f 1. ef, .... T -V Iwo AW"ALT jot EXISTING �/ t= BALE ENTRENCHED ~ „r PAVEIANT x : _ r: I �r GROUND =_ 4E1 INTO �Ro - '= 1 DETAL 3 , rr+. y r.w M 1 � •� .T,..,,,, Feeding o - VA.wE amTWO STAKES - • .. r I ( ,,. Hilks EACH BALE (# +� r` es, �w aR PROFILET�%G 1 cR� rn s o� �y�c, •a � � � o ( � _.T�YYE'.27^/�~IO//d�'� �G=206.d/ a���;s � �EIIWOIFOE ��IS t' �"`,«E, C 5...,ark •rf �. t S L vT • 9ASQ1$ QAauts PLAN ,�} •~I ���� Z4,rJ�" � `� �� HIDRANr IM rPIE K W. L✓�'Y" :r AG�wA 4 y NEC, /./ + . 57 wD PM f I 1 <S • � �E ����D, a AND APPIlDhEp aY D P.YIG, Af.t 5110E a1 Pre t11t=R M1'111 RlTA"7t ow1Ds TO eE w,ED MW 21''R pia`To 4 o �Z` Nf/. e+narriry CLUB , 6 • . Yr.. l I r 45 rah 6 . / ��r I� D�/�� I O�. � �! A Jr � •a � ` � '� rMIORCEYYr11� P P h 40 Gam: ,r,� � , �� x � • 1 � � , � �oc�.s /'�� � � a I N5 ors ,s1� 61AI , . ,mo o _ oPv s�D �ti/s tic 9 , I AW AM PLANNING 6OARD ,� _ , E �r• �� ���GE � .• �`� CxisTiuG• AG� I 2 L4A ov P/lam 1 r•-- � ti € 'r P 1 SP Z,1�;a 1 , 9ss� �rz,9 .s s 7A /i?-5A.7 n .b ' a t Z12 Ile i$' 2os ,g f'.e��o�s�� _s7-o.�oc-� u��7� �j � �y 1 �\ � ff ���• � � AGES I k f/�4C6 G2AS V.�� �O• d/r ��� � C`> � O � l �i � O � 1 � , ( e105, o { 0 Q o , r" 2D6.37 old kX O5'.rX G'o� F��ve�� \ \s 1 p \ 2a/x 75 /a�4/OG1S�d S�oT G2R�E '` � z019•vs = E�'�sr/�G sovr �,�igoE r Si6.+J Gpy� �X/�y"i�1/GJ � � \ \ � fr •�-------- •O -�,� L /d� � ����'-G�.e Ta f ` J/EGE 7"r97�d \ ` rig �YET�.,ANV S �\ 3,syo�`sEo EX. 1. Zoe + A. "All plantings must be maintained and that portion of the public way abutting the parcel and LIGHT POLE DETAIL including the treebelt shall be maintained in a safe and attractive Condition by the owner of the parcel." "1s- B. "Prior to commencing work activities, sedimentation/crosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetation is established." LAMP: / CAMBRIDGE CE II - M400 - IV 400 WATT MH (OR EQUAL) OUTLET& SPILLWAY DETAIL Agawam Engineering Div, N.T.S. F E B 200 10 SEctoN ytEVr mod/ raa r rerros� 'io��r oKu TOP OF DErD=N &SIN� Top of Detention Top of Detention SPILLWAY � 20' POLF. • rpF' R 198.5 Basin 198.5 HEIGHT EL 98.5 TOP O 198.0 Basin POROUS PAVEMENT DETAIL Frp-W- 10' WIDE 1°E 2a Le svmt f2" DEEP 3.1 Sf.OPE UNER�� (COMPACTED) Top of Rip-Rap = 198.0 UN�T� FLARED END W N. 20 LB 14' WIDE z'' u� fI�A1�Yf�/�J f'S3�G5'Gcs�TT� INV t 195.6U �- 12' ,�_COMPACTED RIP-RAP ua �rrrlo 20 LB. STONE, 12 DEEP ar"`�e AN&a roar �f �VL,tt Ri (MAX.GRAVEL BASE ` 3� l' o DAVID � -3P 7/ ( 3"STO E INV. � 1.95.59 �� RICHRARD y f�1 i �9G.9lcJi9M �A GRADE TRAP ROCK WITH SCREENINGS 22' - 10" ADS N - 12 [� 0.03% ,. r F.G. (3" MIN. THICKNESS) r1[r PER PLAN - FINISH EW OF - INV s 195.59 I I III FiN15H CLINK �"r a B-AN F.G. ENTRENCH ....� 12- GRADE r � II �I� !I GRADE N0.2" NF 029280 L'rML DATE: SCALD: 12 ENTRENCH I� 1WR ��a,� '�Gr FAtiQ �`�� `a 4/O!. /3,24D�CHECKI=©: ,�C'. _. - o J� END OF l � .� G BURUW 170, BURLAP ar<x rsA� � � _ .��(/.'�iU 22,03 PLAN NO, SHEET NO. I , `�� i \/�� ``�! \� \ � \� �/ . •+�r -. --y � t�� � �.,, L�Eit % w� �G 6" DEEP � � �. NMI COMPACTED SUBGRADEp r1 flURLAP RIP-RAP SEDIMENT TRAP SURVEYORS & 211 $ -LTtADB 1211 LINER 20 LB STONE, 12" DEEP EAN INC. s 10 WIDE. c$ 40 SCHOOL STREET WIDTH As SHOWN ON PLAN WESTFIELD, MASSACHUSETTS ENGINEERS F TOWN OF AGA WAM 36 MAIN STREET AGA WAM, MA 01001 40 y DECISION OFcjg`OARD OF APPEALS t petibon of Luigi Chiarella Premises affected: 371 South Westfield Streetco .• ate January 13, 2003 Casc#: 1688 The Agawam Board of Appeals conducted a public hearing and meeting on Monday, January 13, 2003,at the Library Community Room, Agawam Public Library, 750 Cooper Street, Agawam, MA,for all parties interested in the appeal of Luigi Chiarella, who is seeking a Special Permit in accozdance with Section 180-7 of the Zoning Ordinances, which would allow for the construction of public storage units at the premises identified as 371 South Westfield Street. Afterthe public hearing and after a thorough review of the facts presented at the public hearing, the Agawam Board of Appeals made the following findings: I. The subject property is located in an Industrial A district zone. 2. The petitioner wishes to construct 5 structures to contain a total of 65 public storage units on the subject property. 3. An auto body shop and used car dealership currently exists on the subject property. 4. Dave Bean of D.L. Bean Engineers submitted revised site plans at the public hearing. 5. The petitioner submitted a letter of consent for the proposed project from the Executive Office of Transportation and Construction. Railroad tracks used to cross this property. These tracks used to cross this property. These tracks are no longer in existence. 6. This proposed project has received conditional approval from the Planning Board. 7. These was no opposition expressed at the public hearing nor received in writing by this Board. g. The proposed structures and use is not substantially more detrimental than that which already exists. g. The proposed structures and use, subject to the conditions set forth herein, will not adversely affect the health, safety or property values of the neighborhood. 10. The site is an appropriate location for such a use. 11. There will be no nuisance or potential hazard to vehicle or pedestrian safety. 12. There will be adequate and appropriate facilities and controls providing for the proper and safe operation of the proposed use. Based on its findings, the Board is of the opinion that the requested relief is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-7 of the Zoning Ordinances. 0 1 To wN OF A GA wAm ,t a, INTEROFFICE a�,�.• MEMORANDUM To: Planning Board, Building Department CC: File, Mr. Chiarella, Mayor Cohen, Atty. Locke, Jack Stone From: Engineering Date: January 30, 2003 Subject: SP-413 - Site Plan- Luigi's Auto Body- South Westfield Street We have reviewed the site plan entitled "Proposed Site Plan For Storage Units; Prepared for: Luigi Chiarella 371 South Westfield Street, Agawam, MA; Revision Date: 01-06-03; Scale 1"=30'.", and the following comments have already been expressed to the office of D.L.Bean: 1. Sedimentation/erosion control barriers should be shown on the site plan between the construction area and the wetlands. 2. A Town of Agawam's standard hydrant detail should be added to the plans. 3. We again remind the board that the subject site plan was approved contrary to our recommendations to install a fence around the detention pond. If you have any questions,please do not hesitate to contact us. Sincerely, Sincerely, //ames T. Daley, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I H-.\FNG1NEER\%pA13103.` pd :'. J r 93 Town of Agawam +' 36 MaIn Sti°eet Agawam, .Massachusetts 01061-1$37 Tel. 413-786-0404 Fax 413-786-9427 MEMO TO: Engineering Department&Fire/epartment FROM: Planning Board DATE: January 21, 2003 SUBJECT: Revised Site Plan - Luigi's Auto Body- South Westfield Street Please review the attached revised Site Plan for Luigi's which addresses the Engineering Department and Fire Department comments. The Planning Board will sign this plan at their January 30`h meeting if your continents have been addressed. Thank you. DSD:pre ej 7 ,,3 michael R. Mereadante Fire 1napector Agawam Ftt � a tment Date: WW :; x 10%1 'yam tJ S T C IeIe4l lc z04; -!,�s YEG�7`A7�d �YEy'L.A/YO s �V4TE�: A. "All plantings must be maintained and that portion of the public way abutting the pawl and including the treebelt shall be maintained in a safe and attractive condition by the owner of tIle parcel." B. "prior to commencing work activities, sodimentation/crosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetation is established." P, Hf ehael R. Nerradante a� 200 Fire Inspector Agawam Fire gpa tMut OF r9G/��-Y.9.''J �5'555,5r4G�/Gcs�TT-S 7/ �-SaUT// C LEROY yG ' aRICHARO /9Gf�l.( , IA-14 v CLINK r+a MIL M ,. 2�32HC DATE: SCALE: Gl ` 00t 3r ZOdZ- A�a,� CHECKED: �C'- PLAN NO. SHEET NO, D . L . BEAN, INC.N . SURVEYORS & 40 SCHOOL STREET WESTFIELD, MASSACHUSETTS ENGINEERS 0 To wN OF A CA wAm INTEROFFICE MEMORANDUM To: Planning Board CC: File, Mr. Chiarella From: Engineering Date: January 7, 2003 Subject: SP-413 -Site Plan -Luigi's Auto Body- South Westfield Street According to the proposed site plan the detention pond is located within the agricultural zone. The policy within the agricultural zone is to provide fencing for the detention pond. There is an exception within the policy for the industrial A zone where no fencing is required for a detention pond. The engineering department will not sign off on the proposed plan until this matter is addressed. If you have any questions,please do not hesitate to contact us. Sincerely, Sincerely, karnesDaley,P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I H-ABNGUiFXR\spW]31D2.wpa JAN 0 8 2Q03 ` Omit Y I' ] .i. r � %, ,71I Town of Agawam ' 36 rViain Styyet Agawam, Massachusetts 01001-1837 Tel, 41.3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department&Fire Department FROM: Planning Board DATE: January 21, 2003 SUBJECT: Revised Site Plan - Luigi's Auto Body- South Westfield Street Please review the attached revised Site Plan for Luigi's which addresses the Engineering Department and Fire Department comments. The Planning Board will sign this plan at their January 30'meeting if your comments have been addressed. Thank you. DSD:pre D. L. BEAN, INC.Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE Jn6 NO. (413) 562.7566 January 13, 2003 FAX (413) 562-2091 ATTENn7ON Deborah Dachos, Town Planner TO RE: _A a�Planning Board Site Plan - 371 South Westfield Street 36 Main Street for Luigi Chiarella Agawam. MA 01001 - WE ARE SENDING YOU 3 Attached ❑ Under separate cover via the following items: 0 Shop drawings [Z Prints ❑ Plans ❑ Samples Z Specifications M Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 1W-03 1 Proposed Site Plan for Storage Units 2 "Cambridge 11" - Light S ecifications 1 1-03-03 1 Copy of Letter to VP Buildings, Inc. THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ Resubmit copies for approval C21 For your use ❑ Approved as noted ❑ Submit copies for distribution 2 As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment © FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Debbie: We have addressed Engineering & Fire Department comments, and enclosed the lighting specs. On the plan we added the tree plantings on the Rt. 57 boundary, extended the bit. conc. pavement, and noted the wall packs to be shielded. We have - requested samples from the building_manufacturer, and when received, we will deliver them to you. If you have any questions, please contact us. Thank vau.. • zs _ � .� —. _ram;4•-- . O 11111 _ :.x y ...;. S eerel F. ► Ys I'j"'i i 4 ;d- COPY TO Board of Appeals _ Luigi Chiarella SIGNED- If enclosures are not as noted,kindly notify us at once. David L. Bean, President Hundw 1 CAMBRIDGE 11 • Die-cast aluminum housing with - Mogul porcelain socket,pulse radius corners and nominal .125" rated,with spring loaded,n€dkel wall thickness. plated center contact and • Die-cast aluminum door with reinforced lamp grip screw shell. clear, flat or convex,tempered - CWA type, HPF ballast,starting glass lens,fully gasketed to rated at-2(°F(-40°F for HPS). housing.Hinged door secured - TGIC thermoset polyester powder with two captive screws, paint f Trish with choice of six • Specular,anodized aluminium standard,and Four premium reflectors for horizontal or vertical standard colors. lamp,provide Type 111, IV or V • UL and CSA listed for wet square light patterns. Segmented locations. Type III reflectors.CEII Horizontal Type IV reflector field rotatable. Premium rectilinear luminaire • Extruded aluminum arm provided with radius corners thrpa►ldrg for pole mount.Cast aluminum areas` auto dealerships,opine wall bracket. Pis,and schools. Ordering • • Order No. 0 Example CEII - PM - M10W - III - 4W - FS - D13Z f Modal Iaenactor CES - horizontal lamp 0 -asymmetl IC(sagrnOVAM CEFVL - vertical lamp IV -forward throw S Mounting Made VS•rpmetric sure PM - arm mount • Voltage std-10"arm llRlf-multi-tap' WB- wall bracket (1201208i2401277v) 490 4l� M7000 - -D-37SOptions Pit -photo receptacle(less cell) •- SUPER METAL e� r rr)F PRC- photo receptacle with cell M40OW (ED-37) FS - fusing(specify voltage) M1000MS (BT--56)1 QI - quartz standby time delay (D.C.bayonet base lamp included) M400PS (ED-37) VG • polycarbonate vandal guard with CEO M4U*S (ED-37)2 CS - internal house-Side cutoff shield with CEN M750PS (Ed-37)J Collor M1000P5 (BT 37r H& I IRE SOIDIUM} =-dark bronze M8Z-medium bronze S400 (8T•37i SGB - black ISU beige S7500 (E-25)' SVF-white UV -light ivory S10P0G - gay CM9-burgundy PLS platinum silver + iYe"*W nqAred v&h ON-VIL. FGP - forest green :Avalable*0 CE&VL only, "FaaM aired lac Z77 volt unless specified. Dimensions C C �*--8-----► B--�I T T A B C EPA Wt A bs. CEN 21.38" 29-44" 10.25" 2.9 82 A 0 A C>EIl-VL 21.3a" 29.44" 15" 1 3.0 84 CEN CEI(-VL SAAULDING LS'T� Ii J � t 4 A _ - � • ► ► !' i {1 Yet{}� {- NI �3is.�i _ r jiFw} '� -kY'Ly�x '1t f� •1. _ _ _ f } ' 'R- `1 `ti} sav - fir '�' � r - - • +}3b 4 • W ~^� '1'sF+t"�#�r., �j;..r `* -�"`�11�tiax•"^'E t r s-�- - '�`j V f�-�5��a�` - - + - i +x �+�• _ r r c - -.. .,rw�='rk. � �4 k Y7�w x �����1!aa. �R ►�^ xx $` :UlyAa- }s� ,�• � r- "-� A n;,�,ii.-,gg.i ,�nR Fes;f-i.-Re t•°G F�a.��-y,R�T• - r�...�+. `� y�"C .,yf - '.�,1,•r, mow. i �� 1 •- ... ;' 1 �.. `.5c' F t )� , M i i i� rs k ��i �i- ° ��" 4 °s F r'id 5 ,,a,F '•. 3 IJ �'� ^'r■! � �.�µ�t f'41�?�! ✓. :.Y� E ;14 .J '7 A� 'G .��� Lk+1 J�• �1.`i .��a���lvn j!-Y ax 'hisx�'1prc, i. 7 � �,;� ���4ri'^ ���� �� � a',d _ i� � � a ^'� •C-... _j ��:. "�s.�iq y; �z�''~��A_, �,' -a-,` '• F"ri � ^. ,� Y d.7 K -,; 3 t t S 5f� .,. '• � Y^� .d�e �-f'� j� Y M 1 - 'f!+' V F K D. L. BEAN, INC. -- LAND CONSULTANTS C 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS January 3, 2003 VP Buildings,Inc. 3200 Players Club Circle Memphis, TN 38125 RE: Storage Systems Dear Madam/Sir: We have a client that is interested in your product and we have prepared a site plan for 65 units. The site plan has to be reviewed and approved by the local planning board and we are in that process. • At last night's meeting with the Board, they requested us to procure samples of the siding and roofing for their approval. If possible, could you send us uaaU samples of the roof and the siding in the four colors offered? Also, we would like a color chart of the rake & eave trims. Enclosed is one of your brochures, for easy identification. Thank you for your attention to this request. Sincerely, D. L. Bean, Inc. David L. Bean, President enclosure DLBIssc Town of Agawam `V 36 ?4'.[ain Street Agawam, .assachusetts 01001-1837 WTel. 41.3-786-0400 Fax 413-786-9927 w PLANNING BOARD January 6,2003 Luigi Chiarella 371 South Westfield Street Feeding Hills, MA 01030 Dear Mr. Chiarella: At its duly called meeting held on January 2, 2003, the Agawam Planning Board voted to approve the Site Plan entitled"Proposed Site Plan For Storage Units for: Luigi Chiarella", prepared by D.L. Bean,Inc. and dated Nov. 13,2002, Rev. Dec. 5, 02 with the following conditions: -- Engineering Department comments dated December 5, 2002 are to be addressed with the exception of comment#5. A fence around the detention pond will not be required. -- Agawam Fire Department comments dated 11/15/02 are to be addressed. -- Colors and textures of the proposed storage units are to be submitted to the Board for their approval. Wattage of the flood Iights and cut sheets are to be provided to the Board for their approval. -- The proposed wall packs on the northerly and westerly side of the buildings are to be fully shielded with no source of light visible. -- A tree'd buffer shall be planted along the fence line abutting Route 57 (1 1/2" deciduous trees to be planted 20'to 30' on center). 0 -2- The bituminous concrete paving shall be extended to beyond the building inside of the gated area. Three copies of the revised plan are to be submitted to the Planning Board. If you have any questions, please contact this office at 786-0400, ext. 283. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH/DSD:pre ce: Building Dept. Engineering Town Clerk D.L. Bean, Inc. Board of Appeals File T 0 OF GA WAM INTEROFFICE MEMORz4NDUM To: Planning Board CC: File From: Engineering Date: December 5, 2002 Subject: SP-413 - Site Plan - Luigi's Auto Body- South Westfield Street Per your request dated, November 15, 2002, we have reviewed the site plan entitled "Proposed Site Plan For Storage Units -Luigi's Auto Body; Prepared for: Luigi Chiarella, 317 South Westfield Street, Agawam, MA; Date: 11-13-02; Scale 1"=30'.", and we have the following comments: 1. Storm drain permit and calculations for pre and post conditions are required. 2. A silt fence should be installed between the construction area and the wetlands. 3. The following notes should be added to the site plan: A. "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebeit shall be maintained in a safe and attractive condition by the owner of the parcel." B. "Prior to commencing work activities, sedimentation/erosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetation is established." 4. Provide at least one benchmark on the site plan. <„ 5 A 4 foot tall fence and gate should be located around the detention pond. If you have any questions,please do not hesitate to contact us. Sincerely, Sincere y, J dza� Michael C. Chase, E.I.T. Adam S. Chase, E.I.T. Civil Engineer II ► "`s ` `` till En ne ;k gl er I H:IENr,NEEmsp1413wi.wpd ij Fa AGAWAM FIRE DEPA 'MEN' ' Batt 11�t.ALN STREET ®AGAWAM,M-A 01001 T')'LEPHON'E (413) 786-065.7 FAX (413) 786-1241 David A. Pisano Chief of Department Gjgq �tlt ,Stephen M. Martiu Deputy Chief. Fl R ES MEMO DATE 11/15/02 RE: Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma, 01030 As per.78€}C.M.R. 916.1 This office is requiring that a ire hydrant be located with in one hundred feet [100] ofthe main gate to the storage complex, on not less than a j6"1 main. Also,W1 gates and roads must mai lain a minimum of[18]feet in width,per 527 C.M.R. I0.03 (10)(a). (see proposed key pad gate). FIRE INSPECTOR MICHAEL IL M ERCA.DANTE r . s KAY. f 6ti AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: November 18, 2002 DATE RECEIVED: November 14, 2002 DISTRIBUTION DATE: November 15, 2002 PLANNING BOARD MEETING DATE: December 5, 2002 APPLICANT INFORMATION 1. Name of Business: Luigi's Auto Body Address: 371 South Westfield Street, Agawam, MA 2. Owner: Luigi Chiarella Address: 371 South Westfield Street, Agawam, MA Telephone: 786-4975 Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: 562-7566 Fax: PLAN REVIEW Scale: V=30' Date: November 13, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of 65 self storage units at an existing auto body shop. Site Plan Review Page 2 Description of Site: The area on which the storage units are to be constructed is in lawn. A Determination of Applicability has been filed with the Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: Not shown. Drainage: Must be approved by the DPW. Public Utilities: Not shown. Landscaping/Screening and Buffers: The following landscape note must be placed an the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: O.K. Exterior Lighting: Cut sheet for exterior lighting must be provided. Rendering or Elevations: Not provided. Must also provide colors and textures. Dumpster Location: Dumpster location must be shown. All dumpsters must be fenced, screened and gated. Other Comments or Concerns: See Fire Department's comments concerning fire hydrant. 0 MEMO To: Ong Beard } From: Sergeant Donald Galle Subject: Site Plan- Luigi's Auto Bo - outh Westfield Street Date: December 4, 2002 The site plan of Luigi's Auto Body which proposes to construct private storage units will have no impact on pedestrian or traffic safety. P 0 To wN of A GA wAm �r INTEROFFICE p MA MEMORANDUM To: Planning Board CC: File From: Engineering Date: December 5, 2002 Subject: SP-413 - Site Plan- Luigi's Auto Body- South Westfield Street Per your request dated,November 15, 2002, we have reviewed the site plan entitled"Proposed Site Plan For Storage Units - Luigi's Auto Body; Prepared for: Luigi Chiarella, 317 South Westfield Street, Agawam, MA; Date: 11-13-02; Scale 1"=30'.", and we have the following comments: 1. Storm drain permit and calculations for pre and post conditions are required. 2. A silt fence should be installed between the construction area and the wetlands. 3. The following notes should be added to the site plan: A. "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." B. "Prior to commencing work activities, sedimentationlerosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetation is established." 4. Provide at least one benchmark on the site plan. 5. A 4 foot tall fence and gate should be located around the detention pond. If you have any questions,please do not hesitate to contact us. Sincerely, Sincerely, Michael C. Chase, E.I.T. Adam S. Chase, E.I.T. Civil Engineer II f z evil Engineer I W ENGINEER�sp1413101.wpd Y. AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 QN TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department �P Stephen M. Martin Deputy Chief PIRES MEMO DATE 11/15/02 RE; Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma. 01030 As per.780 C.M.R. 916.1 This office is requiring that a fire hydrant be located with in one hundred feet [100] of the main gate to the storage complex, on not less than a [6"] main. Also, all gates and roads must maintain a minimum of(18] feet in width, per 527 C.M.R. 10.03 (10)(a). (see proposed key pact gate), FIRE INSPECTOR MICHAEL R. MERCADANTE .. 5 S U.Y. 18. 4 David A. Pisano Chief of Department A' ep.hen M. Martin Deputy Ch fIn mi MEMO DATE 11/15/02 TO: PLANNING BOARD RE: Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma. 01030 As per.780 C.M.R. 916.1 This office is requiring that a fire hydrant be located with in one hundred feet [100] of the main gate to the storage complex, on not less than a[6"] main. Also,all gates and roads must maintain a minimum of[18] feet in width, per 527 C.M.R. 10.03 (10)(a). (see proposed key pad gate). FIRE INSPECTOR MICHAEL IL MERCADANTE r 4 r 1/ ss�,sroE',o .9.2Ei9 �i�i'r oar uv.T ® = jY�j'PAd flCc"Fss � GA7"E zolx''S = /�.�D�ODSEIJ SDI C-,2A aE z� •NS = Ems/'/-Sy�NG - PDT G',�'/j'l>E � --•— yEGE�'"A7�17 !yETL..4it10�" Michael R. Nercadante Fire Inspector Agewam Fire De rtment Date: I Se. �i�piaoSE,o S/T� r�'CA/Y �Gf�GYrg�J �95�c�vccs�TT-s to OF M �4vo" OF M�s� ` DAVID �� 3 7/ SaUTfI 116ZYT�IEGo 5>2vE&T WCMARD c.�Hx BEAN =t Ho.z9�39 n 0292W " DATE: SCALE: �u y�, /3�2oa� CHECKED: e4A C t PLAN NO. SHEET NO. D . L - BEAN, INC. SURVEYORS & a 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS ' MEMO TO: Engineering Dept., Safety Officer, Fire Dept. FROM: Planning Board DATE: November 15, 2002 SUBJECT: Site Plan- Luigi's Auto Body- South Westfield Street Please review and comment on the attached Site Plan for Luigi's Auto Body prior to the Board's December 5t'meeting. Thank you. DSD:pre TOWN OF,A►GAWA 361VWN STREET AGAWAM.- MA 01001 a BOARD OF APPEALS M MEMO DATE: November 14, 2002 TO: Planning Board FROM: Board of Appeals RE: Site PIans for: 371 South Westfield Street Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. nr y, AGAWAM PLAITING HOARD FORM D Application for Site Plan Approval November 14, 2002 Please 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 I. Name of Business Luisti's Auto Baal _ Address 371 South Westfield Street - Agawam, 2. Name of Applicant/Owner Luigi Chiarella Address 371 South Westfield_ Street�A Agawam,..MA, 01030 Telephone 786-4975 3 . Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street __ Yestfield. MA 01085 Telephone (413) 562-7566 4. Please give a brief description of the proposed project: The petitioner proposes to construct private storage units for rental, . s Rev. 2/14/94 ,