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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 Agawam 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 AGA,WAM 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 Luixi'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. Rev. 2/14/94 z QD H R] q H H W C,7 R5' b H cn H P4 STORM DRAINAGE ANALYSIS & DETENTION ******************************************* 371 South Westfield Street Agawam, Massachusetts for Luigi chiareua by D.L. Bean Inc. Westfield, Mass. November 2002 Ulm IMWAM cum II nw Cm SOIL LOCATION MAP Wa MeB (loins sheet 32) MeB WnB W0 nE y, C� A A « Mel} Gl?IfY pfr .� * ES MeA MeA� - Am8 �♦ + . �s"� PuA 3 64w ', 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 Aa P �1•"t � � •.i U �- 1� � .> m8 Bad r -- Am8 �`Ma ic Ra I = WnB tii; ro BaB W. aS ! I x '•w .�, • ,r , *' tr.I.. a.�9 • �' 'f • B Ba6 •i o Ng r.s J. �r�s `• x - • BaB' Sc 'rP a•. BuB. � � - �•�� - Rom• 9 � .• • HARTFp b �u _ c :" • M, J -70 EXISTING RUN-OFF RUNOFF CURVE NUMBER COMPUTATION roject : LUIGI'S - SO.WSFLD.ST. , AGA. ounty : HAMPDEN State: MA ubtitle: EXISTING CONDITION RUN-OFF ubarea : 1.54 --------------------------------------- COVER DESCRIPTION ---------------------------------------- ULLY DEVELOPED URBAN AREAS (Veg Estab.) pen space (Lawns,parks etc.) Good condition; grass cover > 75% mpervious Areas Paved parking lots, roofs, driveways Streets and roads Gravel (w/ right-of-way) otal Area (by Hydrologic Soil Group) User: DLB Checked: Version 2.10 Date; 11-13-2002 Date: ------------------------------------ Hydrologic Soil Group A B C D Acres (CN) 0.99(61) 0.17(74) - - 0.13(98) 0.07(98) - - 0.13(85) 0.05(89) - 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 ; 1D0 ; 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 i 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 PROPOSED RUN-OFF 0 o � --Iwo p a .� ;4 w wm CA xu G1r to�. O a1_4 a Sao � a z RUNOFF CURVE NUMBER COMPUTATION roject : LUIGI'S - SO.WSPLD.ST. , AGA. Version 2.10 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 - Streets and roads Gravel W right-of-way) THER AGRICULTURAL LANDS rush - brush, weed, grass mix good - otal Area (by Hydrologic Soil Group) 0.30(98) 0,08(98) - 0.43(85) 0.09(89) - 0.02(48) - - 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 roject : LUIGI'S - SO.WSPLD.ST. , AGA. User: DLB ounty : HAMPDBN State: MA Checked: Jubtitle: PROPOSED CONDITION RUN-OFF Version 2.10 Date: 11-13-2002 Date: ------------------------------------------------------------------------------ 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 roject : LUIGI"S - SO.WSFLD.ST. , AGA. ounty : HAMPDEN State: MA 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 User: DLB Checked: Version 2.10 Date: 11-13-2002 Date: 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 ------ ------------ 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 roject : LUIGI'S - SO.WSFLD.ST. , AGA. User: DLB ounty : HAMPDEN State: MA Checked: ubtitle: PROPOSED CONDITION RUN-OFF Drainage Area: 1.54 Acres Rainfall -Type: III Runoff: 2.0 inches Peak Inflow: 2.97 cfs Peak outflow: 1.96 cfs Detention Basin Storage Volume: Version 2.10 Date: 11-13-2002 Date: Rainfall Frequency: 5 years 0.43 inches or 0.1 acre feet STORAGE VOLUME FOR DETENTION BASINS oject : LUIGI'S - SO.WSFLD.ST. , AGA. User: DLB ,unty : HAMPDEN State: MA Checked: ,btitle: PROPOSED CONDITION RUNOFF Drainage Area: 1.54 Acres Rainfall -Type: III Runoff: 2.5 inches Peak Inflow: 3.75 cfs Peak outflow: 2.60 cfs Detention Basin Storage Volume: Version 2.10 Date: 11-13-2002 Date: Rainfall Frequency: 10 years 0.52 inches or 0.1 acre feet STORAGE VOLUME FOR DETENTION BASINS aject LUIGI'S - SO.WSFLD.ST. , AGA. User: DLB -unty HAMPDEN State: MA Checked: lbtitle: PROPOSED CONDITION RUN-OFF Drainage Area: 1.54 Acres Rainfall -Type: III Runoff: 3.7 inches Peak Inflow: 5.66 cfs Peak Outflow: 4.30 cfs Detention Basin Storage Volume: Version 2.10 Date: 11-13-2002 Date: Rainfall Frequency: 50 years 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 SSIGN 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 Pipe: 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 UIGI'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 nning's n: 0.012 ad Loss Coefficient: 0.23 aw Type: Pipe Control ULATION OUTPUTS 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 RLCULATION 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 197 196 is 197 195 1 1. t 1 195 0 1 2 3 4 5 FLOW (GFS) STORM DRAIN PERMIT APPLICATION 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, MAL 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 name and address of the person or firm 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 all 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 Chiarella—�� 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 VP Buildings' KXL coating system delivers the ultimate in protec- facades and wall panels. Choose from a variety of popular colors — tion. This enduring finish guards against chalking and fading so Brick Red to Smokey Blue... Arctic White to rich Desert Tan. colors and surfaces stay clear and bright year -after -year. In fact, Just look over the chart below for availability on the panels you 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 Buildirigs' KXL coating is standard on all VP metal roofs, wall panels with SP Coating (polyester resin). SP is available only in PANEL RIB WALL, SPAN LOC, VEE RIB KXL FINISH EGYPTIAN WHITE ARCTIC WHITE REGAL WHITE ASH GRAY PANEL RIB ROOF PBE KXL FINISH EGYPTIAN WHITE REGAL WHITE ZINC GRAY CLASSIC BEIGE DESERT TAN VENETIAN YELLOW I PATRICIAN BRONZE CLASSIC RED V) tY J O U © STORMY BLUE PATRICIAN BRONZE CLASSIC RED d a Z d c/7 CHARCOAL BLACK (available as a trim color Orly) PANEL RIB WALL, VEE RIB SP FINISH LEAF GREEN I LEAF GREEN w EGYPTIAN WHITE ARCTIC WHITE CLASSIC BEIGE ASH GRAY Egyptian White, Arctic White, Ash Gray and Classic Beige. Panel Rib Roof PBE panels offer a purlin bearing edge and are available in a KXL finish. VP offers two tiers of color. Each tier is priced separately and delivery times may vary. Ask your VP Builder or your VP Regional Sales Office for more details. SSR KXL FINISH All colors shown approximate actual paint colors as accurately as possible. Actual paint colors may vary. Colors In this guide are for reference only. VP Buildings reserves the right to change color offerings contained here without notice. SLR, SNAP SEAL, FASCIA, SOFFIT, MANSARDS KXL FINISH EGYPTIAN WHITE REGAL WHITE I REGAL WHITE ZINC GRAY SLATE GRAY PATRICIAN BRONZE CLASSIC RED I SMOKEY BLUE PATRICIAN BRONZE CLASSIC RED LEAF GREEN LEAF GREEN HEMLOCK FELT GREEN MEDIUM BLUE BRICK RED BOYSENBERRY COPPER PENNY MEDIUM BLUE JADE GREEN cn rle CD J O V 0 Q a z d H V) V) of CZ) J O La Of C_ PAINT FINISHES VP uses high quality paint systems designed to provide long-term performance and pro- tection. Each coating is formulated with thoroughly researched, tested, and field proven pretreatments, primers, resins, and pigments that can meet your design and performance requirements. KXL TM (PVDF) This paint system combines ceramic pig- mentation with polyvinylidene fluoride for superior, long-lasting performance. PVDF finishes are respected for their durability, resistance to chalking and fading, chemical resistance, and color retention. Please note: PVDF finishes meet both Kynar 500 and Hylar 5000 specifications. Dry Film Thickness ASTM D-1400, 0-1005, D-1438 (NCCA I1-13, 14,15)' Specular Gloss (60) ASTM D-523a Pencil Hardness Flexibility: T-Bend Mandrel Adhesion 0.2-0.25 mil primer 0.7-0.8 mil top coat 30-40 a ASTM C-3363 (NCCA II-12) Eagle Turquoise Pencil HB-H NCCA II-9 (No Cracking or tape removal of film) ASTM D-522 (180' bend around 1/8" mandrel) ASTM D-3359 (NCCA 11-5) Reverse Impact Cross Hatch 2T5 No cracking No adhesion loss S P 1 M This is a thermoset coating system com- posed of polyester resin. Much like PVDF finishes, the SP finish offers good protection from the elements with special consideration to chalk and fade resistance, durability, and chemical resistance. 0.2-0.25 mil primer 0.7-0.8 mil top coat 20-35' F-2H 2T5 No tape off No adhesion loss 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 substrate transit — Based on topside to backside contact in transit Mortar Resistance AAMA 605.2 a — 24 Hour Pat Test Detergent Resistance ASTM 0-2248 — 3% Detergent,100* F, 72 hrs. 65 ± 15 Ilmil of film 30 1l1 of film Acceptable Acceptable No effect No effect No effect Acid Pollutants ASTM D-1308, Proc. 7.2 10% Muriatic Acid (15 min.) No effect Resistance 20% Sulfuric Acid (24 hi No effect AAMA 605-2 Test 7.7 3.1 -- 70% Nitric Acid Vapors < 5 units color change' (30 min.) Kesternich S02 Cylic Test (2 liters) 10 cycles a Alkali Resistance ASTM D-130810%, 25% Sodium Hydroxide (1 hr.) Salt Spray Resistance ASTM B-117 — 5% Salt Fog 0 95° F Humidity Resistance ASTM D-2247 No effect 1000 Hours' 1000 Hours 10 (100% Relative Humidity ® 95' F) Weatherometer Test ASTM G23 2000 Hours Color Change ASTM D-2244 < 2 units change 7 Chalking Resistance ASTM D-4214 Maximum # a Exterior Weathering Florida Exposure ASTM D-2244 Color Max. 5 units color change' 5 years @ 45°9 ASTM D-4214 Chalk Maximum #8 AAMA 605.2 Film Erosion Less than 20% film loss 1. National Coil Coaters Association- 6. American Architectural Manufacturers Association 2. Higher film KXL coatings and performance Bala 1. HuntereE color difference. available upon request. 8. No objectionable color change. 3. American Society tar Testing and Materials, B, Less than 1/8` creep from scribe. 4. Higher and lower glosses available upon request. Ia' No more than tow 08 blisters. 5. Fracturing or rupturing of substrate will rupture coatings 11. Less Ihan 1/16' creep from scribe. KXL Coatfngs are generally flexible to point of substrate rupture. VP BUILDINGS. INC. 3200 PLAYERS CLUB CIRCLE MEMPHIS, TENNESSEE 38125 1-800-238-3246 www-vp.com No effect No effect No effect < 5 units color change' 10 cycles' Minimal effect 1000 Hours" 1500 Hours10 (100% Relative Humidity @ 100° F) 2000 Hours < 2 units change' Maximum # 8 Max. 5 units color change' Maximum #8 Less than 20% film loss Note: Oil canning in the flat areas of panels is inherent of coil steel products and shall not be cause for product refusal KYNAR 0 is a registered Trademark of Atochem North America, Inc. HYLAR 5000 0 is a registered trademark of Ausimont USA, Inc. Galvalume 0 is a registered trademark of a.LE.C. Irdemational, Inc. Certification of Corp. Engineers and AAMA 605.2 available upon request. 5017 5M 10102 DORN t HYDRANT DETAIL PcA AMMO yE owIn few PAvrlo SIN 0W_ om, AR KTA%S -\ IrOMM am rK tam 98 per` T¢ am 3K DC!Ai�v r a ��(a AMOM ftUNWOHYCRIWT 0 FIMOLAK NT in � W. NIPPLE x PE *II= OMMM VAQ IS L�RnA w" MAW a°'rAWDS Two K t� MW m 5I 0 .W 111 BALES TO BUTT TOGETHER 1 AA TWO STAKES EACH BALE la� ,!s r PLAN RAY SALE STAKING DETAIL HARDWOOD OR METAL STAKES DRIVEL` Ti tt1 9A1.Es INTO GROUND 46 I ,» now .� v 101 EXISTING -/ tl BALE ENTRENCHED GROUND 4" INTO GROUND PROFILE 8g S���a vT o 4,a / , gyp$ C//A, cl ( Z,G� a-� /D/4 1 I Sao Us _� 40 I 0 ors N � ,SI/ Ts Y_ � 6 1 pPD SAD Urr/�S�N 9 1 Tiw=2.o.s, 'rid E 2y, /� � rp'��G� . •` � �X/ uGe 5 a2 2 2 .S d GaA ov 001f E 1 AQ VEM�/,,T €i 0` CUiO� aZ W i 241 0 S7, k A da 1rr/l z y� Q k� �1 N-/,2 3 j0 /� 1 f \ Q� ti 1 i ")) ON Z16..�.qo xF = a 0 !4 �lrvGc� • �j;/' o Al . dy i oIlk \ IV" OUTLET& SPILLWAY DETAIL N.T.S. SECTION VIEW TOP Of DErD=N "N �-�., Tap of Detotltiaa Top of Detention EL � 198.5 TOP OF SPILLWAY Basin R 198.5 Basin i98.5 EL = 198.0 POROUS PAVEMENT DETAIL RIP_r„P_ 10' WIDE 10, 20 l9 S i2" DEEP 3.1 SLOPE LINER �� (COMPACTED) Tap of Rip -Rap 198.0 MP-W lO' WIDE n.ARED END INN. 20 LIL STONE- 12 ,�_ COMPACTED RIP -RAP 611 GRAVEL BASE INV + 195.60 DEEP 20 LB. STONE, 12" DEEP _ GRADE (MAX. 3"STO E INV. � 1.95.59 At ROCK WITH SCREENINGS 22' - 10" ADS N - 12 @ 0.03% y F.G. (3" MIN. THICKNESS) " �. �[,11 PER PLAN FINISH INV - 195.59 F.G. ENTIREI`iCH 12- GRADEEW OF r _ / . r j D t 1 I ,..r �� 12}' / ` ENTRENCH O END OF �99' BURLAP 6" DEEP COMPACTED SUBGRADE r BURLAP RIP -RAP SEDIMENT TRAP 12' $�-•Mm 12" LINER 20 LB STONE, 12" DEEP 5 10' WIDE. WIDTH AS SHOWN ON PLAN LIGHT POLE DETAIL NIS LAMP: CAMBRIDGE CE II - M400 - IV 400 WATT MH (OR EQUAL) �10 7,I am WRw "KPAT KM im 20' POLE HEIGHT GRADE r an l 0 ZO-f0s �v� SITE PLA�.N�l �N G BOARD AGAWAM � Ix_45 �I�GE 4� yy00I�S �- = �PO�SE,4 .l�lU.4.�F ,&7/,eiV/iYG ,000Sfj/ �� - �yiE'�d�.o G✓�+CL. PA c .s av uv�T-� �7YP� 2a/x 7s � /a�4�4G��II> s�oT G2R�E J/EGE 7W 7�1O lyETG,.gNV S /ya TES 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, sedimentation/crosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetation is established." -a Of M, �\ c LEROY yG,� R►CHARD � y CLINK Z,,, CML Agawam Engineering DiV, F E B 0 � 2003 ��O�oSE",U Si7�" �Cr9/Y 114?Wllll� petibon of Luigi Chiarella nises affected: 371 ate January 13, 2003 Case#: 1688 TOWN OF AGA WAM 36 MAIN STREET AGA WAM, MA 01001 DECISION OF30ARD OF APPEALS �s L�`4 treet Q tr- co 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. TOWN OF A GA wAm INTEROFFICE 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, //ames T. Daley, P.E. Town Engineer H-.\FNG1NEER\%pA13103.` pd Ar 93 Sincerely, Adam S. Chase, E.I.T. Civil Engineer I i� Town of Agawam +'36 MaIn Sti°eet Agawam, .Massachusetts 01061-1837 Tel. 413-786-0400 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. 1,11ereadante Fire inspector ment Agawam Fire a t Date: 0 Zo6 - iV� /V4TE,:5: ♦DO �c�,��F,e Ta BD�E,i�vd YEG� 7`A7LV-0 �YEy'L.A/YO .s 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 ow«er 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." fwp,*,q� Miehael R. Nerradante Fire Inspector Agawam Fire gpa t, S t Date., -Lk � p� C� 9G/��-Y.9.''J �5'555,5r4G�/Gcs�TT-S j232HC DATE: SCALE: CHECKED: - PLAN NO. SHEET NO, D.L.BEAN, INC. N . SURVEYORS & 40 SCHOOL STREET WESTFIELD, MASSACHUSETTS ENGINEERS TOWN OF A GA 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, karnes Town Engineer H-ABNGUiFXR\spw 131D2.wpd Sincerely, Adam S. Chase, E.I.T. Civil Engineer I JAN 0 8 2Q03 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 a. D. L. BEAN, INC. Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 (413) 562.7566 FAX (413) 562-2091 TO _A Agawam Board 36 Main Street Agawam. MA 01001 - WE ARE SENDING YOU 0 Shop drawings M Copy of letter 3 Attached ❑ Under separate cover via DATE January 13, 2003 one NO. ATTEIVWN Deborah Dachos, Town Planner RE: Site Plan - 371 South Westfield Street for Luigi Chiarella [Z Prints ❑ Plans ❑ Samples © Change order El the following items: Z Specifications 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 C21 For your use 2 As requested ❑ For review and comment 0 Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Returned for corrections ❑ Submit copies for distribution ❑ Return corrected prints © 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• -- 4. v COPY TO Board of Appeals _ Luigi Chiarella SIGNED: Ifenclosures are not as noted, kindly notify us at once. David L . Bean, President "' CAMBRIDGE II • Die-cast aluminum housing with radius corners and nominal .125" wall thickness. • Die-cast aluminum door w€th clear, flat or convex, tempered glass lens, fully gasketed to housing. Hinged door secured with two captive screws, • Specular, anodized aluminum reflectors for horizontal or vertical lamp, provide Type III, IV or V square light patterns. Sn>,gnwKKed Type III reflectors. CEII Horizontal Type IV reflector field rotatable. • Extruded aluminum arm provided for pole mount. Cast aluminum wall bracket. • Mogul porcelain socket, pulse rated, with spring loaded, n€dkel plated center contact and reinforced lamp grip screw shell. • CwA type, HPF ballast, starting rated at -20°F (-40°F for HIPS). • TGIC thermoset polyester powder paint finish with choice of six standard, and folr premium standard colors. • UL and CSA listed for wet locations. Premium nsctilinew luminaire with radius corners far pa►Wrog areas auto dealerships, ofte parks and schools. Order No. • • • • • • • Example CEII - PM - M10W - III - 480 - FS - 0HZ - CES - horizontal lamp CEFVL - vertical Lamp • Mounting Mode PM - arm mount std-10" aim WB - wall bracket La" Typ"Matts D-37 M7000 � SUPER METAL e� r rr)F M400MS (ED-37) M1000MS (BT--56)1 M40OPS (ED-37) M4UPS (ED-37)2 M750PS (Ed-37)- M1000PS (B737r S400 (ED-18) S750 (BT•37) S1000 (E-25)1 LDimensions T C • t8.nea« M -asymmetric (xegretatttedj IV -forward throw VS - rpmetric sure • Voltage M7' - rnufti-tap' (120110812401277v) 347 490 S OPSOM Pit to receptacle (less cell) PRC - photo receptacle with cell FS • fusing (specify ) QI - quartz standby time delay (D.C. bayonet base lamp included) VG • polycarbonate vandal guard with CEO CS - internal house -Side cutoff shield with CEN CEN-VL 1111 Color = - dark bronze M8Z - medium bronze SG8 - black 8GE beige SWT - white UV - light wary PRG - gay CM - burgundy PLS - platinum silver + , iYe *W M**w with CEN-w. FGP - forest green :Avalable+MthCE&A only, "FaaM aired hjr Z77 vest UMM specified. =L:;;] T l O. A CEI(-VL A B C EPA WtA bs. CEN 21.38" 29-44" 10.25" 2.9 82 C>EII-VL 21.38' 29.44" 15" 3.0 84 SAAULDING 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 mnaU 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 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 41.3-786-0400 Fax 413-786-9927 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). • -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 TOWN oF GA WAM INTEROFFICE 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 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, Michael C. Chase, E.I.T. Civil Engineer II H:IENr,NEEmisp1413wi.wpd Sincere y, J6L Adam S. Chase, E.I.T. till Engineer I T Ji 1 AGAWAM FIRE DEPA 'MEN' T 800 111AYN STREET ® AGAWAM, M-A 01001 TTLEPHONE (413) 786-065.7 FAX (413) 786-1241 David A. Pisano Chief of Department Stephen M. Martiu Deputy Chief. MEMO RE: Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma. 01030 DATE 11/15/02 As per.78€} C.M.R. 916.1 This office is requiring that a &e 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, aIl 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 ►J ��c r �,s., r- it ?, � ; � • �_ VY. f &Mff 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 PLAN REVIEW Scale: V = 30' Fax: 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. 04 is MEMO To: Ong Board } 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. TOWN OF A GA wAm INTEROFFICE 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. J') 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 AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief r"9_�ce� RE; Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma. 01030 DATE 11/15/02 As per.780 C.M.R. 916.1 This office is requiring that a fire hydrant be located with in one hundred feet [ 1001 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 +gyp- i !^t'.� 'W� •� �.� .I 4 David A. Pisano Chief of Department A' ep.hen M. Martin Deputy Ch WIAfIn mi MEMO TO: PLANNING BOARD RE: Luigi's Auto Body Storage Unit Project 371 South Westfield St. Feeding Hills, Ma. 01030 DATE 11/15/02 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 11 I OF LEROY RICHARD CLINK 40.29t.39 cmt ss�,sroE',o .9.2Ei9 �i�i'r oar uv.T ® � lY�jPAl� .gCCFss � GA7"E zolx ''S = /�.�D�ODSEIJ SDI C-,2A aE zcaG •tiS = E�1'/-sr%NG -�P�T G',�'/;'l>E yEGE �'"A7�17 lyETL..4it10 �" �J' A A I � . 1, Michael R. Nercadante Fire Inspector Agawam Fire p rtrt�ent Date: See- . �i0p11r—lo �Gf�GYrg�J �95�c�vccs�TT-s �4Pti1% OF ASS �Ci/G� /•�1. '�Cw7 3 7/ S0U7X1 A/��/EZ-0 E n 0292W DATE: SCALE: �Suv�. 20a�CHECKED: PLAN NO. SHEET NO. D.L.BEAN, INC. SURVEYORS & 40 SCHOOL STREET WESTFIELD, MASSACHUSETTS ENGINEERS ' 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 OFAGAWA 36 MAIN STREET AcnwAM, iHa 01001 BOARD CAP APPEALS 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. 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 Luigi'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 - jestfield. 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 - •`