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8052_SITE PLAN- SPRINGFIELD CORRUGATED BOX- MOYLAN LN. (ADDITION) Si + e P�al� ac� YhoylaN, 1� 2e AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: August 24, 1999 DATE RECEIVED: August 23, 1999 DISTRIBUTION DATE: August 23, 1999 PLANNING BOARD MEETING DATE: September 2, 1999 APPLICANT INFORMATION 1. Name of Business: Springfield Corrugated Box, Inc. Address: 74 Moylan Lane, Agawam, MA 01001 2. Owner: Bern E. Goodman Address: 186 Tanglewood Drive, Longmeadow, MA 01106 Telephone: (413) 567-9691 3. Engineer: Gerald P. Berson Address: 35 Lee"s Lane, Longmeadow, MA 01106 Telephone: (413) 567-7832 PLAN REVIEW Scale: 1" = 30' Date: August 10, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Construction of a 23,400 sq.ft. addition to an existing man ufacturinglwarehouse building and the addition of two loading docks on the existing building. H Site Plan Review Page 2 Description of Site: The site is presently developed in a manufacturingtwarehouse use. It is located on the cul-de-sac for Moylan Lane. Provision for Traffic Flow: Unchanged. Parking: Provision of 7 new spaces. Total 21 spaces including 1 handicapped. Parking analysis would be based upon the number of employees. This information has not been provided. Drainage: Must be approved by the DPW. See Engineering comments. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Not provided. All existing and proposed landscaping must be shown. The following landscape note must also be placed on 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: Not shown. Exterior Lighting: O.K. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Height of fence should be provided. Other Comments or Concerns: Applicant must address the following comments from the Inspector of Buildings- 1. Only four (4) parking spaces can be shown in the front setback. This means the elimination of two (2) spaces. 2. The concrete pad shown at the rear of the building must be identified. Its use and location must be approved by the Inspector of Buildings. 0 9 1� TowN OF AGA AM Q A INTEROFFICE a. MEMORANDUM -- ------------ To -I.)(iminie UrbinAfi, 86ilding-, InSP&Eor From: -F','Aginetring M-paetillent. Z Date: Fc-hruary 3, 200'0 Subject: S-j)riiigfiald Corr6ga(ed Box. Inc. - M&lah Dane lVe your request on Octu"Cii'll"Y 3, 2000 to makb�; n inspection of the s6bj&tske f6r­i&kakf Of o 6ecupancy, ,V&'h6iv the fallowing: A (&a-- 110d inSpeeLiOil 0 1-he site today, 2/3/0("), it is determined that the only it) he coniftAbd is landscapin-- Al other items h;YA, Nen completed to the sarisfacdo'n thi: Wpa'rttnem. if voti ha' vo any additioiW Oe'stions or eomnl&nk, pL-ase do not hesit=6 to Contact f,ur 1-60ard S. 4Zidnitzor' mes T. Daley, PE. Civil 1411,iill6ar I T6wn Engineer bMb�b' TT L g3j on, `dSNI 0-4.wpd Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� q�0 spy Tel. 413-786-0400 Fax 413-786-9927 August 10, 2000 Bern E. Goodman Springfield Corrugated Box, Inc. 74 Moylan Lane Agawam, MA 01001 Dear Mr. Goodman: During a recent inspection of your site, it was noted that your dumpster has not been enclosed in compliance with the Site Plan approved by the Planning Board on September 2, 1999. There is also a considerable amount of material being store outside of the building. This is also not in conformance with the approved plan. The Planning Board ask that you address these issues at your earliest possible convenience. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Jason Freeman, Acting Chairman Agawam Planning Board cc: Building File TOWN OF AGAWAM o _ INTEROFFICE - s MEMORANDUM �o���RED May` To: Planning Board CC: File, The O'Leary Co., John P. Stone, DPW Superintendent From: Engineering Date: September 29, 1999 Subject: Site Plan - Springfield Corrugated Box, Inc. - Moylan Lane - SP 197 We have reviewed the plan entitled "New Addition for: Springfield Corrugated Box, Inc. 74 Moylan Lane Agawam, MA" prepared by the O'Leary Company of Southampton, MA, dated 8/10/99, issued 8/23/99, and re-issued 9/15/99, we have the following continents: 1. The detention volume should be increased. This can be accomplished by moving the 180 and 181 contours out, increasing the side slopes to 1:10. 2. On sheet L103, the overflow spillway elevation should be changed to 182.25. Also, the 4" pipe should be changed to an 8" pipe with an end cap with a 4" diameter opening (keep same invert). Sincerely, -J\4� Jennifer T. Grabowski Jam es T. Daley, P.E. Civil Engineer H Town Engineer h:\erigineer\siteplan\spl97-2.wpd 0 0 Town of Agawam f, J, �r r 36 Main Street Agawam, Massachusetts 01001-1837 Mph` Tel. 413-786-0400 Fax 413-786-9927 E L September 7, 1999 u, C-) rn - Bern E. Goodman , 186 Tanglewood Drive Longmeadow, MA 01106 Dear Mr. Goodman: At its duly called meeting held on September 2, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "New Addition For: Springfield Box, Inc., 74 Moylan Drive" prepared by The O'Leary Company and dated August 10, 1999 with the following conditions: I. The comments contained in the memo from the Engineering Department dated September 2, 1999, and attached, must be addressed. 2. The issue raised by the Inspector of Buildings regarding the allowable number of visitor's parking spaces must be addressed to the satisfaction of the Building Department. Please submit three (3) sets of the revised plans to the Planning Board for its signatures. If you have any question please contact the Planning Office at 786-0400, extension 283. Sincerely, Ronald LaRiviere, Acting Chairman Agawam Planning Board cc: Clerk Building Engineering O'Leary Company File I TOWN OF AGAWAM O� 9 INTEROFFICE z MEMORANDUM ��RAhQ spy To: Planning Board CC: File, The O'Leary Co., John P. Stone, DPW Superintendent From: Engineering Date: September 2, 1999 Subject: Site Plan - Springfield Corrugated Box, Inc. - Moylan Lane - SP 197 Per your request dated August 23, 1999, we have reviewed the plan entitled "New Addition for: Springfield Box, Inc. 74 Moylan Dr." prepared by The O'Leary Company of Southampton, MA, dated 8/10/99, issued 8/23/99 and we have the following comments: 1. The correct street name is Moylan Lane (not Drive) - this should be corrected on the plans. 2. Proposed contours should extend beyond the property lines far enough to show the general drainage scheme (for example, where runoff will enter and exit the site). 3. The gravel drive on the west side of the building, and the gravel turnout on the south side should be labeled as either existing or proposed. There does not appear to be any access to the gravel drive. 4. The number of proposed parking spaces required is equal to one and one half spaces per employee on a major shift plus one space for every vehicle used in connection with the business plus customer parking as needed. The applicant should provide this information. Also, the parking space that is marked with an "X" must be kept completely clear at all times to allow vehicles to back into that space to exit the northwesternmost parking space. Otherwise, the northwesternmost space is not useable. 5. The aisle width in the western parking area should be increased from 23'-6" to 24'-0". If necessary, the western row of parking spaces can be reduced to a 19'-6" length, with a 0'-6" bumper overhang. 6. A Storm Drain Permit will be required. We have received drainage calculations, but have not received a permit application. We have not yet completed our review of the calculations. We assume that the designers have already determined that there is sufficient room at the site for the additional stormwater storage. - 1 Aagust 27, 999 SP-197 Page 2 7. All existing utilities (water, sewer, gas, electric, etc.) should be shown on the plan, even if no new services are proposed. 8. It appears that no new landscaping is proposed. 9. The following note should be added to the plan, "Prior to any installation of any sewer, water, or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division at (413) 786-0400 ext. 275. No piping/appurtenances will be installed or backfilled without permission of the Division." If you have any questions, please do not hesitate to contact our division. Sincerely, f Jennifer T. Grabowski James T. Daley, P.E. Civil Engineer II Town Engineer h:le%ineerlsiteplanlsp 197_1.wpd i t A TowN OF AGAWAM INTEROFFICE i - MEMORANDUM ��Rq p MP`� To: Planning Board CC: File, The O'Leary Co., John P. Stone, DPW Superintendent From: Engineering Date: September 2, 1999 Subject: Site Plan - Springfield Corrugated Box, Inc. - Moylan Lane - SP 197 Per your request dated August 23, 1999, we have reviewed the plan entitled "New Addition for: Springfield Box, Inc. 74 Moylan Dr." prepared by The O'Leary Company of Southampton, MA, dated 8/10/99, issued 8/23/99 and we have the following comments: 1. The correct street name is Moylan Lane (not Drive) - this should be corrected on the plans. 2. Proposed contours should extend beyond the property lines far enough to show the general drainage scheme (for example, where runoff will enter and exit the site). 3. The gravel drive on the west side of the building, and the gravel turnout on the south side should be labeled as either existing or proposed. There does not appear to be any access to the gravel drive. 4. The number of proposed parking spaces required is equal to one and one half spaces per employee on a major shift plus one space for every vehicle used in connection with the business plus customer parking as needed. The applicant should provide this information. Also, the parking space that is marked with an "V must be kept completely clear at all times to allow vehicles to back into that space to exit the northwesternmost parking space. Otherwise, the northwesternmost space is not useable. 5. The aisle width in the western parking area should be increased from 23'-6" to 24'-O". If necessary, the western row of parking spaces can be reduced to a 19'-6" length, with a 0'-6" bumper overhang. 6. A Storm Drain Permit will be required. We have received drainage calculations, but have not received a permit application. We have not yet completed our review,of the calculations. We assume that the designers have already determined that there is sufficient room at the site for the additional stormwater storage. August 27 1999 SP-197 Page 2 7. All existing utilities (water, sewer, gas, electric, etc.) should be shown on the plan, even if no new services are proposed. 8. It appears that no new landscaping is proposed. 9. The following note should be added to the plan, "Prior to any installation of any sewer, water, or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division at (413) 786-0400 ext. 275. No piping/appurtenances will be installed or backfilled without permission of the Division." If you have any questions, please do not hesitate to contact our division. Sincerely, r� I Gtk,�a� 1 r Jennifer T. Grabowski James T. Daley, P.E. Civil Engineer H Town Engineer h:lengineerlsiteplanlsp 197_l.wpd MEMO To: Planning Board From: Sergeant Donald Galler S Subject: Site Plan-Springfield CorrugatRBox-Moylan Lane Date: September 2, 1999 Springfield Corrugated Box's construction of a warehouse addition to their existing building would have no impact on pedestrian or traffic safety. Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector,ector Engineering Dept,, Police Dept., F�e t. g g P P p FROM: Planning Board DATE: August 23, 1999 SUBJECT: Site Plan - Springfield Corrugated Box - Moylan Lane Attached for your review and comment is a Site Plan for Springfield Corrugated Box. The Planning Board will be reviewing this Site Plan at their September 2, 1999 meeting. Thank you. AGAWAM FIRE DEPARTMENT APPROVAL DSD:prk FF ....� y Tow n of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Ma Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: uilding Inspector, Engineering Dept., Police Dept_, Fire Dept, FROM: Planning Board DATE: August 23, 1999 SUBJECT: Site Plan - Springfield Corrugated Box - Moylan Lane Attached for your review and comment is a Site Plan for Springfield Corrugated Box. The Planning Board will be reviewing this Site Plan at their September 2, 1999 meeting. Thank you. DSD:prk z ...� CoL�14 v q % �o)-� G Town of Agawam f. J •M 36 Main Street Agawam, Massachusetts 01001-1837 ra�� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: August 23, 1999 SUBJECT: Site Plan - Springfield Corrugated Box - Moylan Lane Attached for your review and comment is a Site Plan for Springfield Corrugated Box. The Planning Board will be reviewing this Site Plan at their September 2, 1999 meeting. Thank you. DSD:prk • AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and rehunt it and 10 copies of the Site Plan to: Agawam Planning Doard Office of 1'lamdng and Cominitnity Development 36 Main Street Agawam, MA 01001 I. Name ofDiwiness Springfield Corrugated Box , Inc- Address 74 Moylan Lane , Agawam, MA 01001 2. Name of Applicant/Owner Bern E. Goodman Address186 Tanglewood Drive , Longmeadow, MA 011Q6 Telephone 413- S6 7-9 6.91 3. Name of Engineer/Architect Gerald P. Berson Address 35 Lee ' s Lane , Longmeadow, MA 01106 Telephone 413-5 6 7-7 8 3 L 4. Please give a brief description of the proposed project: Construct a 23, 400 square -foot warehouse addition to an existing preengineered building with the 'addition of two loading docks in the existing building. t,� `R Rev. 2/14/94 f . • s S rU 1vG f:1EU oft-R�JGdTE N1 o-t LAN La in - L b-r S A Ct A wA M MA C 061 C—"T kmV ^L.v ilk-M SITE Fd ft, Ur1'OEV6LbPE� R�nrO�� C.OP+0tTL0NS ( P R.1 ort T-o Pt445F r c�or.�TtvC7iolr) AO,,1D FoF- 1 Woeo5iry ?NtsE r it n 1QvtiOFF a L Ti 0'*/S GC-vvMAL �ruFp Af-t0 C . - -- A2.zA_ A I = SOV7-- ��— �ULLDf�-4 FACL c A Cw-DG s A rs P 20 tc t rti it i-E•L.� ac.QeS - LK w,us -�� � O.�G3. �uz� - PAS►��. •r. 9 A CxLk5 "tibTA C- A �A z _ rZ.b o T J? } N Ex-.r op SL D C b. G3 ACQA,� - L AVJN . AC& - - T-o Tx C ��� of ape C N = 19 Tc- = .41 �� . atZ-t0, roe M, Q = r.19 UP = � GERALD P. (J X BERSON '_', �00 �2 SO Q,,A � - J.(7 j ' 7. /�(� CAS caa STRUCTURAL can No. a23a7 A� `� � = A LwWi�gL� R-u uo� � z y f1. sr-oru• �o7TnEv� ��lNo - A /Le A I CN ' 89 SroeM Q = 1 . 9q' r $p - 1. 2O cf5 roo yiL Sroam Q = S Z! " �p s 3. so Cf( T}t 5E iL 0 U o IFS A 2E L E5s THAN A w wA eLt FL,ocv c a 4FrT TO Mu,vtciPA%L Qo i 0 Fv EZa (Zj ti o,PT - Id mew, A - CJj - R Q �C. 0. 1 CT c .+ Sron.M Q =- -r.9 - �..p 3.y5 co m i-i..e-n.w At- C"Uopfvs 50 9-G7q Vj,a E-0. A �cro..,� r3L-E U0 �2o.r1 C�� rzQ�. A2 A A t sraam A-4owA r3L4 pee oev M�Nus 12, aik r PosT Vev • F-w-o"1 A 1 . I .` c) cfs _ 1. 2,0cis 70 cis 100 y 2 sro + i i 5c, o = 0.70 XVL.UVKC- OF 5TVI"CbS E4E�20 — 0A 0 6.e4 I-Z 100 R S7mp ft, c�5 cis :: LV or 5TMR-.AC#-- RCMD = 0 -77 r- o(L j^--L- tPvw Ail (>aovlloc-.s 4r.14 L 7- 5m er% jFarms Lao �p ellnP n-0 L C, 0 F E7u 5rZ A-I: D e-T-fT)6-1R0.Ad T-0 to/LO V c fYC- A-P.DGV 0 7.0. 1. 67 -10. FP5 -7 16 Av r q -A 4c �0 C-k V-- l Z. S firs A -- 0. 3z - 46 3 8 . 5"7 L A CJC Rx t Sr, 51 n14 1 PE UVI N C7w OV 1 tI57T *M _(+oGL A aAEY)uc.Q0. A �oTt-oM off' � xlFlOu � IZg .66 ) Ahl D A 1Z" t7f-AAkeYaEV A�Y $M- --° Mr P_c.p E._. -- - S t;E A YTA G 4A E D -..CA.L-CtrL-n rL o Pits `jkk OF 4f �oZ GERALD P. 9� ze BERSON STRUCTURAL v No. 32387 �sS1ONAL Worksheet 2: Runoff curve number and runoff Project S 2i �F"��-'o CORK _ Y _ By Date 8 tq Q Location A c. ism r`^ K Checked Date Circle one: pest Dek 1�2C20.e, K-Id P2 1 . Runoff curve number (CN) Soil name Cover description 1� Area Product and CN — of hydrologic (cover type. treatment, and CN x area group hydrologic condition; cv i' vi ®acres percent impervious; y ❑mi` unconnected/connected impervious a '4 ❑% (appendix A) area ratio) E- AM S - G G�aSSLar�� — F^—a r-�, -11 Z.669 210,85 Use only one CN source per line. Totals Z_�d9 zl�.v S total product Z��.B S CN (weighted} _ - 7q Use CN - total area 2,60 , 2. Runoff Storm 01 Storm 42 Storm 03 Frequency . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . yr Z. I Z S 100 Rainfall, P (24-hour) . . . .. . . . . . . . . . . . . . in 3.6 S' 3 6.5 Runoff, Q in � ,{q 1 3.07 4. i3 (Use P and CN with table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4. ) 1) 2 io,n 171 -rn • nrt.e n�Fv A 0 Worksheet Ame of concentration (Tc) or travel time (TO Project 51p PLO By Date ° 1r1 Q Location A k m w a< M Checked Date Circle one: P.Tae:zfht Wiped n�'L6- 101;�vt;,La v) _ Circle one: Tc Tt through subarea _ NOTES: Space for as many as two segments per flow type can be used for each Worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID 1. Surface description (table 3-1) ... ...... .. . R 4 w4 2. Manning's roughness coeff., n (table 3-1 ) .. o. 1*3 3. Flow length, L (total L < 300 ft) ...... ... . ft 300 4. Two-yr 24-hr rainfall, P2 .. . ........... .... in {� 5. Land slope, a ......... ..... . . .......... . .. . ft/ft 017 0.8 6. Tt - 0.00701.)4 Compute Tt ...... hr 44 + P 0 2 5 s Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... v 061 AVXV 8. Flow length, L ............... .............. ft 300 9. Watercourse slope, s .. ..................... ft/ft Z 10. Average velocity, V (figure 3-1) ....... .... ft/s �. L 11. Tt 3600 V Compute Tt ...... hr - 0 5 + p ew Channel flow Segment ID 12. Cross sectional flow area, a ............. .. ft2 13. Wetted perimeter, pw ........ . .............. ft a 14. Hydraulic radius, r - Compute r .... ... ft P w 15. Channel slope, s ..... . . .................. .. ft/ft 16. Manning's roughness coeff ., n .. ..... .. . .. .. 1 .49 r2/3 31/2 17. V - Compute V ... .. .. ft/s n 18. Flow length. L ..... . . .. . . . . .. . ... . .... . . . . . ft 19. Tt - 3600 V Compute Tt hr + 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) .. . . . . . hr I (210•V[•TR-55, Second Ed., June 1986) D'S pe¢ v A Worksheet 4: Graphical Peak Discharge method Project SIO PLV) Ga v By Date Location A e.n u✓x M Checked Date Circle one: Pit Dtgz-k red f 2E E�2 1 . Data: Drainage area . . . . . . . . . . Am = d.0 D 4 Z m12 (acres/640) Runoff curve number . . . . CN - 7 9 (From worksheet 2) Time of concentration . . Tc . _ .45 hr (From worksheet 3) Rainfall distribution type s ( E, IA, IE, III) Pond and swamp areas spread Ch roughout watershed .. . . . . o percent of Am ( acres or mil covered) Storm #1 Storm #2 Storm J3 2. Frequency yr Z to 1 0 0 3. Rainfall, P (24-hour) in 0 41G . 6. S 4. Initial abstractlon, Ia . . . . . . . . .. .. . . . . . in .��✓Z 5��. 5 - (Use CN with table 4-1. ) 5.1 Compute Ia/P . . . . . . . . . . . . . . .. . . . ... . . . . .. �. . 1 Z 008 6. Unit peak discharge, q,, csm/in 36 390 43O (Use Tc and Ia/P with exhibit 4- ) 7 . Runoff, Q . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . in �.I 3.,0.7 4-J (From worksheet 2). 8. Pond and swamp adjustment factor, Fp . . . . -- (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) q. Peak discharge. qp . . . . . . . . . . . . . . . . . . . . . . cfs (Where qp - quAmQFp) (210•VI-TR•55, Second Ed., June 1986) L-v A Worksheet 2: Runoff curve number and runoff Project S V_l'iz-1Y) Cotz2vG God( 8y Date vl /QJ Location A 4& w k„"1 Checked Date Circle one: Present Deve lope Q � . Runoff curve number (CN) [hydrologic oil name -Cover description Area Product and CN — of (cover type, treatment, and (� r, CN x area group hydrologic condition; �, Racres percent impervious; @ ❑mi-' unconnected/connected impervious p ❑% (appendix A) area ratio) `° -,4 'i A AiV 7q 264 19 .:5 PA �� �� �� 463 1 45-.`[ wn„ez ,o83 7 - 1� Use only one CN source per line. Totals - +8 D 7 2. 3 total product V. -5 CN (weighted) - total area R D Use CN 8 7 �8 2. Runoff Storm 01 Storm 82 Storm 03 Frequency . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . yr "A., 10 100 Rainfall , P (24-hour) .. . . . . . . . . . . . . . . . . in .14-.6 G . 5 Runoff , Q . . . . . . . . . . . . .. . . . . .. . . . . . . . . .. in 3. 38 ' 5. z1 (Use P and CN with table 2-1 . fig. 2-1 , or eqs. 2-3 and 2-4.) posr bar A t Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project - S10 FI--V2 By Date sit location c, 9 w A M Checked Date Circle one: Present Develope d Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each Worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID 1 . Surface description (table 3-1) .. . ...... . . . tits 2. Manning's roughness coeff,, n (table 3-1) .. -oil 3. Flow length, L (total L < 300 ft) ....... .. . ft 16!> 4. Two-yr 24-hr rainfall, Pz .. ............. ... in 3'0 5. Land slope, a ft/ft 0.01e) 0,0 3 6. Tt . 0' �{n0)0.8� Compute Tt ...... hr + P2 s Shallow concentrated flow, Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, I. ............................. ft 9. Watercourse slope, s ft/ft 10. Average velocity, V (figure 3-1) ......... .. ft/s It. Tt ' 3600 V Compute Tt ...... hr + Channel flow Segment ID 12, Cross sectional flow area, a ............... ft2 13. Wetted perimeter, pw ft y a 14. Hydraulic radius, r + ? Compute r .... ... ft -8 6 15. Channel slope, s ...... '...... ............ .. ft/ft 00 3 S 16. Manning's roughness coeff ., n . . .. ... .... . .. Z� 1 .49 r2/3 s1/2 . 3 3 l7- v - Compute Y ,, ., . ,, ft/s n 18. Flow length, L .. .... . ... . .. . . . . .. ..... . . . .. ft 2`I 5 19. Tt 3600 v Compute Tt hr z + 2 3 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) . . . . .. . hr 2 (2I0•VI-TR-.55 o sr V v A ( Worksheet 4: Graphical Peak Discharge method P role cc J-1) _ 6 a Y _ _ By bate A r q Location a A u-A M Checked Date Circle one : Present QEloped 5, rt, Ao-4E7v Q ti E . Data: Drainage area . . . . . . . . . . Am ' O. O OIZ mil (acres/640) Runoff curve number . . . . CN - g Q (From worksheet 2) Time of concentration . . Tc - Z hr (From worksheet 3) Rainfall distribution type - ( 1, IA, 11. 1II) Pond and swamp areas spread c'hroughout watershed - percent of Am ( acres or mil covered) Storm 11 Storm #2 Storm d3 2 . Frequency . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . yr Z 1 D too 1. Rainfall, P (24-hour) in 3_0 �� �• s 4. Initial abstraction, I in Z `t� 2`( Z`� ! (Use CN with table 4-1. ) 5. Compute Ia/P . . . . . . . . . . . . . .. . .. . ... . . . . . . U. 0� 0. Unit peak discharge, qv csm/in 3b �r5�� 56L (Use Tc and Ia/P with exhibit 4- ) 7 . Runoff, Q . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . in ! . S `7 3. 39 $ Z 1 (From worksheet 2). i. Pond and swamp adjustment factor, F . . (Use percent pond and swamp area p with table 4-2. Factor is 1.0 for zero percent pond and swamp area. ) �. Peak discharge, qp . . . . . . . . . . . . . . . . . . . . . . cfs 1 'Z Z• � 3 3. SCZ (Where qP - quAmQFP) (210-Vi-TR-fic e tiro >T- 0ev A Z Worksheet 2: Runoff curve number and runoff Project SPe (4,4r�',EZh 2rzVC, ou By Date g ,p Location Act7 uwn M Checked Date Circle one: Presen Developed _ 0 ry A ri.C� A Z 1 . Runoff curve number (CN) Soil name Cover description l/ Area Product and CN — of hydrologic (cover type, treatment, and CN x area group hydrologic condition; cv ti vi ❑acres percent impervious; `�' `�' ❑MO unconnected/connected impervious .0 to ca ❑% (appendix A) area ratio) F- w LAWN 71 0.633 44'8 R-�� G rj �°} 1. ZZ6 IZa . I 1/ Use only one CN source per line. Totals LL &5 1 j� I total product 161. Y O CN (weighted) � - � - 1 Use CN total area 9 rcy , 2. Runoff Storm 01 Storm 42 Storm 93 Frequency .. . . . . . . . . . . yr Z 10 /0 O Rainfall , P (24-hour) . . . . . . . . . . . . . . . . . . in 3. 0 41.6 6• S Runoff, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in 1 'q 3.14 5. 33 (Use P and CN With table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4. ) D 9 iC)in Iry — . Ra-5t- (�F-V 4 z 0 Worksheet Arne of concentration (T ) or travel time (T ) c t Project _ Se Pc o �d �( By Date 9/ 95 Location A c, d u,A h Checked Date Circle one: Present Develops SJr> q a- Az Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID 1. Surface description (table 3-1) ........ ... . 1200>-� 2. Manning's roughness coeff., n (table 3-1) O I � 3. Flow length, L (total L < 300 ft) ....... . .. ft 100 4. Two-yr 24-hr rainfall, P2 .... ........... ... in 3.0 5. Land slope, s ................ .... ....... ... ft/ft 0.0?' 0.8 6. Tt . 0.007 (nL) Compute Tt ... ... hr b.6 2 + 7 P 0 Z 0 4 s - E::�] Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... VkrAv" 8. Flow length. L ............... .............. ft 6 Z O 9. Watercourse slope, s ......... .............. ft/ft .664 10. Average velocity, V (figure 3-1) ........... ft/s I 1. o 11. T[ 3600 V Compute Tt ...... hr . l 7 + , � 7 Channel flow Segment ID 12. Cross sectional flow area, a ............. .. ft2 13. Wetted perimeter, p w ...... .......... ....... ft 14. Hydraulic radius, r - a Compute r ..... .. ft P w 15. Channel slope, s ... .... ...... .. .. ....... . .. ft/ft 16. Manning's roughness coeff., n ..... ..... . . . . 2/3 1/2 17. V - 1 .49 rn s Compute V .. .. . . . ft/s 18. Flow length, L ... . . .. ... .. ... . . . . .. ... . . . . . ft 19. Tt - 3600 V Compute Tt . . . . .. hr + 20. watershed or subarea Tc or Tt (add Tt 1n steps 6, 11 , and 19) . . . . .. . hr o' (� (210-V1=TR.55, Second Ed.. June 1986) D-3 • TO :' - Oev z Worksheet 4: Grapilicni Peak Discharge method Project 5e FLv) &n< By Date 175 Location I W-A r+n � � Checked Date Circle one : Present evelo S� ✓ A A z 1 . Data: Drainage area . . . . . . . . . . A m = ,0 3 mil (acres/640) Runoff curve number . . . . CN - Q( (From worksheet 2) Time of concentration . . Tc - A hr (From worksheet 3) Rainfall distribution type d ( 1, IA, II, III) Pond and swamp areas spread Chroughout watershed . . . . . . . percent of Am ( acres or mil covered) Storm 11 Storm 92 Storm 03 2. Frequency .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . yr Z' 1 (9 1 0 D 3. Rainfall, P (24-hour) in t 3.0 41, 6 6.5 4. Initial abstraction, I a . . . . . . . . .. .. . . . . . in ZZ Z ZZZ- (Use CN With table 4-1. ) 5. Compute Ia/P . .. . . . .. . . . . . . . . . . . .. . . . . . . . ti , l3 48 6. Unit peak discharge, q1J , , , csm/in 580 b 1 0 6 Z� (Use Tc and Ia/P with exhibit 4-- ) 1 . Runoff, Q in 3. Y�/ ,S• 3� (From worksheet 2). 8. Pond and swamp adjustment factor, F p (Use percent pond and swamp area with table 4-2. Factor is 1 .0 for zero percent pond and swamp area. ) `J. Peak discharge, qp . . . . . . . . . . . . . . . . . . . . . . cfs C . 39 •`? 1 (Where qp ' quAmQFp? (210-VI-TR-55, Second Ed., June 1986) u AZ J�k OF GERALD P. tiN • 8ERSON Worksheet 6a: Detention hasin storage, STRUCnMAL y peak outflow discharge (qo) known No. 32387 C A E Project _ 1�XLi C �(E.A CcR2 - Ploy _ _ _ _ By Date Location __Ae d LuA Y,� _A - _ _ Checked Date Circle one: Present Develope 5�` Z - LL Nr ft 4W I 4 r.—Ly —� r - Cr -' L� t ip — '.* _ -- 11 ZCi�t7 4ttiv 6oap } �dt� 10600 >ti2bor L c4 Detention basin storage ►�`I� s` v .46 i. Data: 2 6. V . ....... .. .... .. Drainage area Am ,003 mi r q Rainfall distribution (Use ° with figure 6-1) type (I, IA, 11, III) qi 7. Runoff, Q . . . ... in 1st 2nd (From workaheet 2) at s a eta e 8. Runoff volume, 5 r . .. .. .. . .. ac-ft . 3Z .8 2. Frequency .... . . yr z 1pD (Vr - QAm53.33) 3. Peak inflow dis- �5 9. Storage volume, .15 1 L7 charge, qi . .. . cfs q'�1I Vs . . . . . . .... ac-ft c� (From worksheet 4 or 5b) VZ,Gf 1/ (Vs - Vr(V—')) 4. Peak outflow dis= r charge, qo . .. . c f s o'7O 3,4{� l0. Maximum stage, Emax I $1.SU lea."3 (From plot) 5. Compute q . . . . . . . . 'zo to F&gFVeVCL-P*V Fi-ow ALk_04 okv5L19 i ) M Luus Pori Dev .. At F,--,o 1.46- ).ZV=. 70 I/ 2nd stage qo includes 1st stage qp. ' 7.14G - 3-so (210-VI-TR•5a, Second 1•:d., June I9R6) " ' JOB n LOG f B0X # U DOCUMENT # PAGE# t - - - -BUILDING CODE REVIEN ABBREVIA710NB : THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS L A.F.F. — ABOVE FINISH FLOOR ALUM. — ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE APPD. — APPROVED APPSTATE BUILDING CODE AS FOLLOWS: BRG. . — APPROXIMATE RG. -- BEARING BLK. ---•• BLOCK BLKG. — BLOCKING N C�4AP7 ER 5/4/5/(o B DG, — BUILD NG G.B. -- CATGW BASIN ■ USE GROUP S-1 MODERATE WAZZARD STORAGE CLKG. — CAULKING G.I. --- CAST IRON TYPE OF CONSTRUCTION 35 NON COMBUSTIBLE/ UNPROTECTED CLG. -- CEILING CENTER ALLOWABLE BUILDING AREA UNLIMITED CLR — CENTERLINE ACTUAL BUILDING AREA 23/400 SF C.O. -- CLEANOUT ALLOWABLE BUILDING HEIGHT 2 STORIES 30' CLO, — CLOSET ACTUAL BUILDING WEIGHT 25'-11 .1/2" CTD• — COATED HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE C COL. --- COLD WATER L. --"- COLUMN COMP. — COMPACTED CONC. — CONCRETE CON - CONSTRUCTION CONT. - CONTINUOUSr n CONTR. -- CONTRACTOR C.J. --- CONTROL JOINT FULLY SPRINKLED WITH ACCORDANCE WITH SECTION g04.0 CORR. — CORRUGATED CMP — CORRUGATED METAL PIIPE Sim D.L. — DEAD LOAD DET. — DETAIL VIZ DIA. — DIAMETER CHAPTER 1 O REQUIRED PROVIDED DIM. — DIMENSION _ DN --- DOWN DR. — DRAIN 4 NUMBER OF OCCUPANTS N/R 14 DWG. -- DRAWING DUMBER OF EXITS 2 MIN 2 D.I. — DUCTILE IRON LENGTH OF TRAVEL 250'—C" MAX 170'-0" MAX. E W,C. — EL CTRIC WATER COOLIER ■ ELECT. — ELECTRICAL ELEV. -- ELEVATION EQ. -- EQUAL EQUIP. — EQUIPMENT CHAPTER 13 REQUIRED PROVIDED EXIST. — Ex EXHA 5T�ING ST FAN E.J. — EXPANSION JOINT :)R,4N NG ND EX U R U R EXT. — EXTERIOR ROOF ENVELOPE .052 1q.23 .040 25.00 FT -_— FOOT/FEET DING DESCRIPTION FINISW WALL ENVELOPE .077 12.gq .072 13.85 F.T. --- FIRTREATED FLR. — FLOOR F.D. -- FLOOR DRAIN FLOUR. — FLUORESCENT CAI APT ER 1 (o FDN. -- FOUNDATION ROOF SNOW LOAD 35 PSF ZONE 3 GAL. — GALLON ROOF DEAD LOAD 4.5 PSF GALV. •--- GALVANIZED ROOF SNOW DRIFTING N/A GR. — GRADE COLLATERAL LOAD 3 PSF GYP. — GYPSUM « WGT — WEIGHT H.P.S. -- WIGH PRE55URE SODIUM W.M. — HOLLOW METAL � , WORIZ — HORIZONTAL y WIND LOAD 70 MPH ZONE 1 EXPOSURE B — " „'" r �} 0 a =�s - I .W. HOT WATER r r , �+ SEISMIC LOAD PER SECTION 1612.0 NYD, _ HYDRANT Ap N. INCH a INCL. -- INCLUDING IMtip ' , ; s ; arrxce�u INFO. — INFORMATION f _' e► `, I.D. — INSIDE DIAMETER Y" ;�� `; ',` • Kv INSUL. --- INSULATION a � ic%o4sr? - i -- INTERIOR R I OR ZON I NG R F V I EN INT. ; i.p. IRON PIPE I V. — INVERT ry ,_ T I '' .�'a'A! JT. JOINT S,_ � ^-� y i ' LAV. — LAVATORY _ .THE 13UILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR L.G.B. — LEACHING CATCH BASIN LG. — LENGTH/LONG EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE LT. — LIGHT . .. LOCAL ZONING ORDINANCE AS FOLLOWS: L1N. — LINEAR ` L.L. -- LIVE LOADS_ L.P.S. -- LOW PRESSURE SODIUI"1 M.H. — MANHOLE PROPERTY LOCATION 74 MOYLAN DR.; AGAWAM, MA. — MAN. MANUAL hwo a. M.O. — MASONRY OPENING ° , ,a _ - ,m 1 MAT'L MATERIAL ZONE INDUSTRIAL 8 MAX. -- MAXIMUM MED. — MEDIUM + PAUuL f s w MEZZ. MEZZANINE — MIN. MINIMUM MISC, — MISCELLANEOUS ITEM REQUIRED PROVIDED M.R. — M015TURE RE51STANT MTD. — MOUNTED LOT SIZE 1 ACRE MIN. 3.03 ACRES N.I.C. — NOT IN CONTRACT `'� �r ` X'•, -,., ` , q LOT WlDTIrI -- SEE L101 NOM. - o NOMINAL ' A n N.T.S. NOT TO SCALE i LOT DEPTH — SEE L101 No. — NUMBER �. ,*�,; y , Ar FRONT YARD SETBACK 75'—0" MIN. C10'--0" MIN. OFF. OFFICE M 'I A O.C. ON CENTER SIDE YARD SETBACK 25'—0" MIN. 26'—0"t ORNG. -- OPENING OPP. — OPPOSITEi REAR YARD SETBACK 25'—0" MIN. 2(o'--4"t O.D. — OUTSIDE DIAMETER F BUILDING SIZE 5 000 S.F. 23 400 S.F. OVHD --- OVERHEAD STE PLAN APPROVAL i, PTD. — PAINTED AC AWAM PLANNING BOARD BUILDING HEIGHT 2 STORIES MAX. 25 --11.1/2 PNL. — PANEL PERCENT COVERAGE SO% MAX. PART. — PARTITION S�rr�/n cite.o2 19 `j PERF. — PERFORATED OFF—STREET PARKING 1/1 .5 EMPOYEES 20 + 1}-I.C. PERP. — PERPENDICULAR -: VK - OFF—STREET LOADING — 5 DOCKS TOTAL PL. LAM. — PLASTIC LAMINATE PL. --- PLATE LANDSCAPING AS REQ'D - PLY. — PLYWOOD P.S.F. — POUNDS PER SQUARE !FOOT P.5.1. — POUNDS PER SQUARE INCH P,T, PRE55URE TREATED p' 5Y� RAIUS B O L_ L. E G D REF. REFERENCE 41 , • ;'�� Ftr:; REINF. -- REINFORCED �,�QJ�� LOCUS FLAN PROJECCT LOCATION R.C.P, --•• REINFORCED CONCRETE£ PIPE J1" r t e1>0 �• `C REQ.'D -•-- REQUIRED L efaso�r CONCRETE BLOCK ® WOOD TRIM RET. -- RETAINING PRItC?�JRAL .; REV. — REVISE sz?ar R.O.W. — RIGHT OF WAY RM — ROOM R.O. — ROUGH OPENING I BRICK ® PLYWOOD SAN. — SANITARY f S.M.H. — SANITARY MANHOLE Sr-WED. — SCHEDULE i. SECT. SECTION SATT INSULATION EARTP - B.S. -- SERVICE SINK SEW. R SEWE • DG: - SDINGTH E ENGINEERING SWEET 3 /+ 51M. — SIMILAR �•.•rR�r•�•',' :,f CONCRETE ® BLOCKING SQ. - SQUARE ST. STL. STAINLESSSTANDARD STEEL D PLANNING STL. --- STEEL --5T0, STORAGE GRAVEL STEEL ST. - STORM CONSTRUCTION STR. -- STRUCTURAL 5L •-- STRUCTURAL LINE 5YM. --- SYMMETRICAL i TEMP. — TEMPERED IWALL NUMBER THK. - THICK INSULATION I II I IC 0 M P AN Y TYP. — TYPICAL SINCE 1955 U.O.N. — UNLE55 OTHERWISE WOTED U.G. — UNDERGROUND xxx XX DOOR NUMBER VCAL TR.R. — VENT I THRU ROOF xx SECTION INDICATOR V.C.T. - VINYL COMPOSITE TILEE W.G. --••- WATERCLOSET B U TL E R XXX ROOM NUMBER W.H. -- WATER HEATER NEW ADDITION FOR SPRINGFIELD CORRUGATED Box INC MOYLAN DR AGAWAM MA W.W.F. — WELDED WIRE FABRIC ✓. XX INTERIOR ELEVATION H. — WITH BUILDER WINDOW NUMBER WD. - WOOD DWO a/20 214 PIA SYMBOL LEGEND SITE NOTES ❑ EXISTING CATGN BASIN GENERAL SEE DRAWINGS L101 FOR SITE PLAN + ■ PROPOSED CATCH 9A5IN SEE DRAWINGS L102 FOR SITE GRADING PLAN (o� EXISTING LEACHING CATCH BA51N SEE DRAWINGS L103 FOR SITE DETAILS () PROPOSED LEACHING CATCH BASIN ASSUMED SOIL BEARING CAPACITY: 4,000 P.S.F. EXISTING HYDRANT WITH GATE VALVE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S f. 0 28 DAYS PROPOSED HYDRANT WITH GATE VALVE U.D.N. PROPOSED POLE MTD LIGHT F1ELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK. = PROPOSED GROUND MTD LIGHT FILL 4 BACKFILL FILL AND BACKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 8" IN DEPTH. -Or> EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE POOL � BILL AND BACKFILL SHALL BE COMPACTED TO q5% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL GRAVEL BASE PROVIDE A 6" THICK BANK RUN GRAVEL BASE UNDER CONCRETE PADS. EXISTING FLARED PIPE END GRAVEL SHALL BE COMPACTED q5% OF MAXIMUM DENSITY AT 'j OPTIMUM MOISTURE CONTENT. 101 PROPOSED FLARED PIPE END m EXISTING CONCRETE CULVERT 4 r� CONCRETE PADS APRON, PAD AND SIDEWALK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH (31 PROPOSED CONCRETE CULVERT A OF 3,000 P.S.I. @ 29 DAYS. CONCRETE PADS, AND SHALL BE REINFORCED USING 1 O EXISTING SANITARY MANHOLE LAYER 6u X6u-W1.4XWI.4 W.W.F. REINFORCING MESH, PROPOSED SANITARY MANHOLE ISOLATE PADS FROM FOUNDATION WALLS AND PIERS D4 EXISTING GATE VALVE 't USING 1/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JOINT FILLER. rt PADS SHALL HAVE A FINE BROOM FINISH WITH 3" D4 PROPOSED GATE VALVE az! ¢ '^ TROWELED EDGES U.O.N. ---� CAPPED PIPE END BIT PAVING, BITUMINOUS PAVEMENT SHALL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2" OR -"3 CAPPED PIPE END W/ GATE VALVE 2" THICK BASE COURSE OF MASS. STATE D.P.W. CLASS I "BINDER" MIX AND I" THICK TOP COURSE OF CLA55 I "TOP MIX". [SEE SITE PLAN FOR TOTAL PAVING 10, EXISTING UTILITY POLE DEPTH] - THICKEN TO 3' BASE AT 10'X10' AREA IN FRONT OF DUMPSTER PAD N SPLASH PADS, RIP RAP PLUNGE POOLS SHALL BE APPROXIMATELY 36" SQUARE WITH A SINGLE A' PROPOSED UTILITY POLE '�O RIP RAP PLUNGE LAYER OF 6" TRAP ROCK STONE HANDICAPPED PARKING SPACE c0 POOLS, SPILLWAY ® � 00 SPILLWAYS SHALL BE 3'-0" WIDE WITH MAX 3 TO 1 SIDE SLOPE. TOP OF TEST PIT I SPILLWAY SHALL BE 6 BELOW RIM OF DETENTION BASIN. 5PILLo4AY5 54­IALL BE t,U W r 00 LINED WITH A SINGLE LAYER OF 6" TRAP ROCK STONE. Tx TRANSFORMER PAD o n DRAINAGE PIPING DRAINAGE PIPE SHALL BE SET AT A 0.5% SLOPE U,O.N, TREE LINE m r�po ROOF DRAINS SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-OIL GA5KETED — — — --- PROPERTY LINE T_ T_ JOINTS. PROVIDE FITTINGS AND CLEANOUTS AS REQ'D. uu — ----- — EASEMENT LINE WATER SERVICE EXISTING DOMESTIC WATER SERVICE TO EXISTING BUILDING ADEQUATE — —EL— — EXISTING ELECTRIC SERVICE EL PROPOSED ELECTRIC SERVICE Z -- —E-- — EXISTING SITE ELECTRIC _0 0 1-- E PROPOSED SITE ELECTRIC Z U I.n -T--- - EXISTING TELEPHONE LINE W Z n w Z �- -T PROPOSED TELEPHONE LINE Z Z (/) W p U -- ---W— — EXISTING WATER LINE Z Q Z Z Q ` � (n m W w U PROPOSED WATER LINE Z O - -G- -- EXISTING GAS LINE �--�-G PROPOSED GAS LINE Q — --SAN- - EXISTING SANITARY SEWER LINE = >0 SAN PROPOSED SANITARY SEWER LINE — Z OO — —ST— — EXISTING STORM DRAIN LINE U ST PROPOSED STORM DRAIN LINE Z Cam---- PROPOSED CULVERT LINE = r3Z — Q RD--- PROPOSED ROOF DRAIN LINE — O rl ----SD--- PROPOSED SLOTTED DRAIN LINE V OV_ w FD PROPOSED FRENCH DRAIN LINE - W ID---- PROPOSED INFILTRATION DRAIN LINE W w _ JJ O OVERFLOWSPILLWAY 157,25' — 280 — EXISTING CONTOUR LINE = O U W/ 60 RIPRAP 320 PROPOSED CONTOUR LINE _N I•- � 12" DRAIN BASI DIRECTION OVERLAND WATER FLOW RIM- 1$1.50 + 461.0' EXISTING POINT ELEVATION g PROPOSED POINT ELEVATION ADS PIPE 4" REDUCER 4 PIPE MATCH EX15T MATCH EX15T I �'� �, U INV- 17q.66 ! III III I I I I I}� ''7�s INV� 17q.50 0 4 w Q m GRADE et , II i.l.. S I— S II . I III � I II I— �=l � ► i T p •� III I I I Z � ;il l , ll III I � � III 1 i � _ o � _iI � � i � II II II III I ll =lil=H1=Hl IIIn I I II- ow hi-ill li zd Q Z DE3 - 1 OUTLET IDETA I L w ;z cl) rZ. SCALE:3/4 I -0 �n 2337 L103 VrF DW 5/19/99 11:04 AY . 2 _Du J 50' 0' 501 0' 50' 0' 50' 0" 25'-0" I 25'-0" 25'-0" 25'-0" 25'-0" 25'-0' 25'-0" s o ' o fV 3'X7' PERSONNEL DOOR-; W/ 4'-o"X4'-O"X4'TNK " CONC PAD [TYP OF 21 I I I I v 0 " o // a 4'-0" NlCW CONC KICKER ' WALL [TYP] a 2b GA FACTORY PAINTED SR-II . , !�'►�� WAREPOUSE WALL PANELS W/ 4" PSK FACED 0 101 GLASS FIBER INSUL [TYP] 1 FIN FLR ELEV:185'-4" r� ® r 0000 ot A� W ^' 00 �t ct k-41 CV uu n 67'-6" 65'-0" 4- 67'-6" ILI _Q o v Z U N o C) 0) r7 Z o W � � . o .x x. o � x _ zz (j() W z � 0 - N W CL U coZ 12'-O'X14'--0" FRAMED iOPNG U " EXI5T 3'X7' PERSONNEL TO BE CUT INTO EXIS'�T 4 -0 NfCI-! CONIC KICKERWALL AN1D WALLPANEL- DOOR W/ CONC PAD Q / CORE DRILL FOR 3.1/2�" PIPE BOLLARDS [TYP OF 2 OPENINGS] " 3.1/2" PIPE BOLLARDS [TYP OF 123 CORE DRILL FLOOR O Q U _ z 0 a = — () O = — U W Q J EXIST WAREWOUSE W-� FIN FLR ELEVw185'-4" _ UO W LC7 � El ■ Q CUT FDN WALL t SLAB AS REQ'D FOR NEW q'-2'Xf0'-2" OVND, FRAME t EDGE OF DOCK LEVELERS AND BUMPER Q [TYP OF 2 @ DOOR #'S 5 4 6. EXIST 3.1/2" DIA PIPE EXIST q'-2"Xq'-2" OVERPEAD O / BOLLARD [TYP 81 DOOR- RAISE OPNG WGT TO 10'-0" M CTYP OF 23 � L2, � � W Q EXIST 12'X14'OVND DOOR EXIST 3'X7' PERSONNEL J . DOOR � W 0LL -- . `� EX15T 20'-0*X3'-0"Xb'TWK W CONG APRON EXIST MAIN Z ENTRANCE ca 401-00 55'-0" If'-0" 27'-0" 13'-0" 13'-0* 13'-C* 27'-8' 4' FLOOR PLAN PLAN NORTW 2337 q 11 -1 l SCALE:1/16"a f'_O" , .. AlM OINK 8/20/00 11:45 AM . NEW BLDG EXIST BLDG h 0101 0101 26 GA FACTORY PAINTED STL 0102 BR-11 WALL PANELS W/ 4" P5K FACED GLASS F15ER IN5UL 0103 0102 24 GA ALUM ZINC ALLOY COATED STL MR-24 ROOF SYSTEM W/ 6" OF PSK FACED GLASS FIBER INSUL 0103 CONTOUR EAVE GUTTER AND DOWNSPOUT TO MATCH# $ EXISTING, [TYP1 0104 CONTOUR EAVE TRIM CONTOUR GABLE TRIM cr' 0107 0€O6 CONC FDN WALL W/ 4'-0" 14IGN o NES7 ELEVA710N KICKER WALLSCALE:f/16"-1'-ON 0107 3'X7' NM DOOR [NEW-TYP OF 23 ��t; q 8 7 (o 5 4 3 2 1 9'-2"xx10'-I" O.N. DOOR W/ FRONT OF DOCK LEVELER t BUMPER CTYP OF 2 NEW] �''Tlvq )•. 0109 EXIST 9'-2"xq'-1" O.N. DOOR W/ FRONT OF DOCK LEVELER # BUMPER REPLACED W/ O N q1-2"x10'-1" O,H. DOOR [TYP OF 21 (D t) r,7 Lr) 0105 ® 00 0110 25OW WALL MTD SIPS LIG14T FIXTURE W Ir�, D0 131 EXIST- [23 NEW p tN At, � � I � � 0If1 5€ LITE ENTRANCE [EXIST] +R DE AT m m �^ N I ] I I I I '- " 'Y N L„J L�.J f2 2 xl4 1 O.N. DOOR W/ C27 VISION IT T A LI ES PIPE BOLLARDS [EX15T] I I 0106 0113 3 X7 HM DOOR [2 EXIST] Z 0114 ALUM FRAME WINDOW CALL EXISTS NOR7 4 ELEVA7110N � Z Wzof0� 1` SCALE:1/10-f'-ON 0€15 4" SPLIT-FACE CONC BLK [EXIST] Z Z (1 W O Z C) zoo ? Q W a. U U1 G D G B A z I* CL EXIST BLDG NEW BLDG Q }->0 :D Z 0 Q � — z 0104 = }- z 0 <: o= 0W � , II W Q J _j O — W EAS7 ELEVATION e SCALE;I/1(oN-1'-0" 1 2 3 4 5 (o 7 � w x � M0 0110 W Q Q .. J p oLLJ LL o- 04 Q = A O O © O O O 0 O O �1111111111H I I I 1 11111 0 CN Q 0114 �... 4 a— 0108 - - - - - - - -- - - -DIOq 0108 0111 2337 0112 0115 50IJ7H ELEVATION 0113 SCALE:€/IbN-1'-0° A102 DWO 8/'19 1 .20 AM G'-0.1/2't 200'-0" SETBACK SETBACK 100'-0" LOT #8 x 40 o CONIC PAD r Q o N ITS 3'X3'X8" DP STONE SPLASH-----, r o PADS @ DOWNSPOUT [TYP OF bJ Ins. O In � m I �O N NFIn[ ADDITION 12'-O"x300'-0"xb"DP GRAVEL I FIN FL ELi185'-4' DRIVEWAY I PLUNGEPOOLS FOR DOWNSPOUT EXTENSIONS [TYP OF 5 @ EAST 51DE OF BLDG] SEE' L102 W W N to CONC PAD 1' I r- �- uu EXIST EXIT W/ CONC PAD 3'X4'X8" DP EXIST STONE Z SPLASP PADS @ DOWNSPOUT LOT #7 [TYP OF 7J I / BROOKDALE A550ClATES O Z_ U / BUD Q) \ WZ1� O_ EXIST PLUNGEPOOLS FOR DOWNSPOUT W Z }- EXISTING BLDG. EXTEN5IONS [TYP OF 6 @ EAST SIDE Z Z U? W O FIN FL EL-185'-4' OF BLDG] SEE L102 Z U I - Z O O ? a \ WCLU (f) z m / , F z - a NEW 400H HPS WALLPACK Q [TYP OF I] 2 �9 F- I NEW 2540W HP5 WALLPACK O — [TYP OF 21 9y EXIST CONC APRON EXIST GAS METER - Q U EXIST 250W HP5 YARD � \ _ CL ? LIGHT ['TYP OF 21 — }' o I EXIST 400 W HP5 — z YARD LIGHT \ Q= I _ O 0 EXIST 3'X3'X6" CONG \ TOP EDGE OF STORM _ g_ PAD FOR HVAC \ WATER DETENTION AREA U O= , " I TOTAL CAPACITY 1l,8Sb c� _ C')W 10 -6 > C� 9' 12' 0`-D" la -�+� ,y k-(3�'. IS'--0' 3'-'s 30'-0' � 0'-b" EX15T 4' WIDE GONC WALK n +:' W o I _ EXIST TX \ = W O } 75' FRONT YARD ~ W W w ' F SETBACK LINE _ a ti REMOVE EXIST ~M DUMP5TER PAD „" �` 12'0" i• I ►�' NEW 2.1/2" PAVING 4 8 !� q'-ON 4o'R 721-0m \ \ 30' WIDE DRAINAGE NEW 3" PAVING ll EASEMENT [TYP] Ln 101 [TYP @ 2 PLACES] �� R NOTES: EXIST 2.1/2" BIT V V PAVING [TYP] —� V y y - �� 101R e 1. ADEQUATE WATER, GAS, ELECT, 4 TEL SERVICES / ARE AVAILABLE INSIDE EXISTING BUILDING- NEW 10;-0"x8`-0'xb"THK CONC I . / NEW SERVICE CONNECTIONS ARE NOT REQUIRED. DUMPSTER PAD W/ OPAGUE FENCE-FENCE N.I.G. � b" THK GRAVEL0 TURNOUT W/ b0'R "~ -� ' Lc 0 FUTURE PARKING - 12 SPACES �387"26, o I TO REPLACE EXIST 5 SPACES- I e N43- R=60•0pl Q I SPACE FOR STORAGE- 1' "1N j L=52.00' LL Q GAURD RAILS 4 FENCING BY OWNER i ~ -� 4 LOT #q � � 1 � 25 EXIST 9'x18' PARKING SPACE TYP OF 13- 8 + 5 VISITOR EXIST 12'xi8' NC ACCESSIBLE ~ /'70 SPACE 0. 30' WIDE DRAINAG di Z VJ EA5EMENT [TYP] TH 2337 SITE PLAN . TRUE No TA PLAN NOR SCALE.-I"*30'-0" Liol ', . ''4r .a s- ""''' - a, h-;,.Y '•_:!F -'t•_rl?'• w A e VM GlIbM 'i2:35 1A 188 o1 �� a v, 157 / --- -t 184 ` / ,[,2 ' 185 ^` W ADDITION �c) M FIN FL EL-186'-4' I (o I TYP • F"D 12'-0"x300'-0"x6'DP GRAVEL W W N � DRIVEWAY 4" DOWNSPOUT EXTENSIONS 0 � 0 W/ STONE PLUNGE POOLS [TYP OF 5 @ EAST SIDE OF 5LDG] m K? t'7 1154 , EXIST 4' DOWNSPOUT EXTENSIONS Z W/ STONE PLUNGE POOLS [TYP OF 6 0 EAST SIDE OF BLDG] (� U Lr) :D a) ►� w ?Li � r- o EXISTING BLDG. 134 Z Z (f) W I FIN FL FL-t65'-4' f \ a Q Z V I zoo ? w12U V) 0* �! Z I I + \ STORM WATER DETENTION AREA — ?} TOTAL CAPACITY 11 650 cf 1 17 MD O C' O W 184 \ 183 EXIST SINGLE STAGE OVERFLOW J <W I N� WEIR 0 ELEV. 181.50 W/ 0 RIP-RAP W W J GO = w 183 183 REWORK TO ELEV 182.25 AND ADD RIP-RAP = Q u t --- 182� / \ IST 12° PVC STORM DRAIN W/ do" OUTLI=T: iNV IN 17q.bb' W \ \ \ \ INVERT OUT} 17q.50' i� REMOVE 4 REPLACE W/ 2 STAGE OUTLET �* \ , SEE DETAIL ON DWG L103 INDICATES DIRECTION OF SURF5CE RUNOFF 1 ` \ sommome a o [Ty!) f /5 lEft +181.33 1 EXIST 15" CLASS IV RCP -� I NV IN- 17q.50' INV OUT= 17q.50` 30' WIDE DRAINAGE EASEMENT 5' WIDE PAVED WATERWAY` W/ V RIP-RAP 5PILLWAY�� � Q \� 10 CL Z Cl) r%.. 2337 517E GRADING FLAN SCALE:1'w30'-0" TRUE NORTH PLAN NORTH L102 - bft a!/WOO 2:14 PM . 'F. SYMBOL LEGEND SITE NOTES ❑ EXISTING CATCH BASIN GENERAL SEE DRAWINGS LI01 FOR SITE PLAN ■ PROPOSED GATG-I BASIN SEE DRAWINGS L102 FOR SITE GRADING PLAN rot EXISTING LEACHING CATCH BASIN SEE DRAWINGS 1-103 FOR SITE DETAILS (■1 PROPOSED LEACHING CATCH BASIN ASSUMED SOIL BEARING CAPACITY: 4,000 P.S.F. r EXISTING HYDRANT WITH GATE VALVE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.5.1, 0 28 DAYS PROPOSED HYDRANT WITH GATE VALVE U.O.N. ►, PROPOSED POLE MTD LIGHT FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK. = PROPOSED GROUND MTD LIGHT FILL 4 BACKFILL FILL AND BACKFILL 544ALL BE PLACED IN LAYERS NOT EXCEEDING b" IN DEPTH. y 49> EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE POOL' � FILL AND BACKFILL SHALL BE COMPACTED TO q5% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL cn rn GRAVEL BASE PROVIDE A 6' THICK BANK RUN GRAVEL BASE UNDER CONCRETE PADS. © EXI5TING FLARED PIPE END GRAVEL SHALL BE COMPACTED P5% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ► PROPOSED FLARED PIPE END �t m EXISTING CONCRETE CULVERT �c o CONCRETE PADS APRON, PAD AND SIDEWALK CONCRETE SHALL NAVE A COMPRESSIVE STRENGTH CO PROPOSED CONCRETE CULVERT OF 3,000 P.S.I. 0 28 DAYS. ; CONCRETE PADS, AND SHALL BE REINFORCED USING 1 O EXISTING SANITARY MANHOLE LAYER 6"X6"-W1.4XW1.4 W.W.F. REINFORCING MESH. PROPOSED SANITARY MANHOLE S ISOLATE PADS FROM FOUNDATION WALLS AND PIERS F L 'S USING 1/2' THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JOINT FILLER. �'4 pC15TING GATE VALVE �. � ' � y J ^ l PADS SHALL HAVE A FINE BROOM FINISH WITH 3" D4 PROPOSED GATE VALVE TROWELED EDGES U.O.N. U —� CAPPED PIPE END BIT PAVING, BITUMINOUS PAVEMENT SHALL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2" OR �� �� '� �� �•� CAPPED PIPE END W/ GATE VALVE 2 THICK BASE COURSE OF MASS. STATE D.P.W. CLASS I BINDER MIX AND I - THICK TOP COURSE OF CLASS I "TOP MIX". [SEE SITE PLAN FOR TOTAL PAVING Ay EXISTING UTILITY POLE DEPTH] - THICKEN TO 3' BASE AT 10'XIO' AREA IN FRONT OF DUMPSTER PAD SPLASH PADS, RIP RAP PLUNGE POOLS SHALL BE APPROXIMATELY 36" SQUARE WITH ow PROPOSED UTILITY POLE A SINGLE 10 RIP RAP PLUNGE LAYER OF 6" TRAP ROCK STONE HANDICAPPED PARKING SPACE POOLS SPILLWAY M 00 r SPILLWAYS SHALL BE V-0" WIDE WITH MAX 3 TO I SIDE SLOPE. TOP OF TEST PIT ® I SPILLWAY SHALL BE 6" BELOW RIM OF DETENTION BASIN. SPILLWAYS SHALL BE W � 00 LINED WITH A SINGLE LAYER OF 6" TRAP ROCK STONE. �Tx TRANSFORMER PAD w N In DRAINAGE PIPING DRAINAGE PIPE SHALL BE SET AT A 0.5% SLOPE U.O.N. TREE LINE ca M PO ROOF DRAINS SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED - -- - -- PROPERTY LINE ,t JOINTS. PROVIDE FITTINGS AND CLEANOUTS AS RfQ'D. -- ---- -- EASEMENT LINE WATER SERVICE EXISTING DOMESTIC WATER SERVICE TO EXISTING BUILDING ADEQUATE - -EL-- - EXISTING ELECTRIC SERVICE EL--,. PROPOSED ELECTRIC SERVICE Z -E- - EXISTING SITE ELECTRIC 0 0 U-) E PROPOSED SITE ELECTRIC Z U in — --T— --- EXISTING TELEPHONE LINE W Z w Z f-- o T- PROPOSED TELEPHONE LINE Z {� w p Z U - ---W- - EXISTING WATER LINE Z J Z Z a . � W PROPOSED W w r2 U U1 WATER LINE Z 0 --- -•--G-- - EXISTING GAS LINE ---C, PROPOSED GAS LINE < a - --SAN- - EXISTING SANITARY SEWER LINE _ j SAN PROPOSED SANITARY SEWER LINE Z 00 ---- --ST- -- EXISTING STORM DRAIN LINE = Q _ V ST PROPOSED STORM DRAIN LINE = Q Z -----C PROPOSED CULVERT LINE E Z Q RD--- PROPOSED ROOF DRAIN LINE = rOl CL r SD PROPOSED SLOTTED DRAIN LINE _ w - FD- PROPOSED FRENCH DRAIN LINE W mi = <_j ------ID PROPOSED INFILTRATION DRAIN LINE W = J 4 OVERI=LOWSPILLWAY @ 167.25' .- 280 ..- EXISTING CONTOUR LINE ��. u W/ 6" RIPRAP 320 to PROPOSED CONTOUR LINE _r 1, t; 12" DRAIN BA51 --- - DIRECTION OVERLAND WATER FLOW RIM: 181.50' + 461.0' EXISTING POINT ELEVATION Q + 146101 PROPOSED POINT ELEVATION ADS PIPE 7lo j 3,l , 4" REDUCER * PIPE MATCH EXIST J I I ?���� MATCH EXIST INV- 17q,66 II I I I III III +'? l INV= 17q.50 'aa GRADE +- Q :7 -Il -, �, �, r �__ I II � III II II ► III # II I Ii � III � I � ¢g �� � ; � Q f , � � Ali I ! lI II III III If II li II II III II III_ L2 ❑ ;III III Il III III ill � I III II III III ll � � _ICI II III i # ► I I I IEI I I III=!' I EI II I I i I l I I F9 I I I � z iDB _,l_, 0u7LE7 DETAIL SCALE:3/ = I -OF Z 2337 Llf0%3 owo 0/19/09 il. ow 100 -of loo -o" 50' 0" 50' 0" 50' 0 50' 0" y! ! 25'-0" ! 25'-0" 25-0' 25'-0" I 25-0" 25'-Q" 25'-0" 25'-0" A (D • o , 3'X7' PERSONNEL DOOR W/ 4'-0"X4'-0"X4"Tr-IK = ►+ CONIC PAD CTYP OF 23 f I ! f o CD 4D 0 W-0" WiGN CONC KICKER--// WALL ITYP] 49 1. a -�' 26 GA FACTORY PAINTED BR-II w WAREHOUSE WALL PANELS W/ 4" P5K FACED '- 0 101 GLA55 FIBER INSUL CTYP] FIN FLR ELEV-185'-4" Lo raj T- 00 — o W rwW � o0 9 Loti) 0 ro r� qtIt � 0 z 6,7'-b" 05'-D" - b7`-fn" Lo 0 L o � p) W z 11 r _ . o °= r Xe _ _ zz � W o w a c) cn z / 12'-0"X14'-0" FRAMED OPNG TO BE CUT INTO EXIST 4'-0" 14IGH EXIST 3'XT PER50NNEL 0- FLOOR PLAN CONC KICKERWALL AND WALLPANEL- DOOR W/ CONIC PAD CORE DRILL FOR 3.1/2" PIPE BOLLARDS M ITYP OF 2 OPENINGS] M r 3.1/2" PIPE BOLLARDS IZTYP OF 123 — J' CORE DRILL FLOOR / - Z3 W M M M M — — U — J = ofw Q J W / EXIST WAREHOUSE W w — -j FIN FLR ELEV-1S5'-4" _ _ _j OV • GUT FDN WALL # SLAB A5 REQ'D FOR NEW q'-2"X10'-2" OVWD, FRAME 4 EDGE OF DOCK LEVELERS AND BUMPER ITYPOF2P DOOR WS546. �/ Q EXIST 3.1/2" DIA PIPE EXIST 9'-2"Xq'-2" OVERHEAD BOLLARD CTYP B] DOOR- RAISE OPNG NGT TO 10'-0" / CTYP OF 2) - m EXIST 12'XI4'OVHD DOOR M d EX15T 3'X7' PERSONNEL ^ J Q cd DOOR V W 0 Z O 0 . • Q Z CL EXIST 20'-0"X3'-0''Xb"THK CONC APRON EXIST MAIN Z ENTRANCE 71 40'-0" 2337 27'-0" i3'-0" 13'-0" 13'-�D" 27'-8" 4" PLAN N�ORTW A101 r DWG 8/20/" 11,45 AM A a C D E F G LEGEND Y NEW BLDG EXIST BLDG 26 0101 4 0102 0101 BR l i WALL PANELSPAINTED"S SK FACED GLASS FIBER INSUL 0103 0102 24 GA ALUM ZINC ALLOT COATED 5TL MR-24 ROOF SYSTEM W/ 6" OF PSK FACED GLASS FIBER INSUL 0103 CONTOUR SAVE GUTTER AND DOWNSPOUT TO MATCH EXISTING CTYP3 0104 CONTOUR EAVE TRIM csi rn CONTOUR GABLE TRIM c1t Q C\t 010(a GONG FDN WALL W/ 4'-0" NIGH 0 a� C_7 0107 NES7 ELEVA71ON KICKER WALL SCALE:1/16"-l'-0" , n Y 0107 3'X7' HM DOOR [NEW-TYP OF 27 d�Fyy .r, �lts '•� Y r / a: q a 7 (0 5 3 2 1 olva _ q`-2"xx10'-1" O.H. DOOR W/ FRONT OF ' f'4 DOCK LEVELER # BUMPER CTYP OF 2 NEW] �.,Ti ��" pit , ~_ : m OIOq EXIST q'-2"xq'-1" O.H. DOOR W/ FRONT OF tt DOCK LEVELER t BUMPER REPLACED W/ q'-2"x10'-I" O.W. DOOR ETYP OF 23 ® r00 0105 01i0 25OW WALL MTD HP5 LIGHT FIXTURE W r pp 133 EXIST- C23 NEW g N to I 011I 377' ALUM FRAME DOOR t StDELITE m m AT ENTRANCE [EXIST] It OIf2 12'-2'xl4'-1" O.H. DOOR W/ 123 VISION 6 LITES PIPE BOLLARDS CEXIST3 0106 0113 37' HM DOOR C2 EXIST] o 'X Z 1 ALUM FRAME WINDOW {ALL EXIST] O Z U � NOR7H ELEVA71ON w � U Z ct r _ � n 5CALE:1/16"-I'-0" " SPLIT-FACEui Z z O 0115 4 LONG BLK [EXIST] W r U Z � o Z Q D C 3 A wa. U V : , G F � Z 0 CL EX15T BLDG NEW BLDG Q 2 z O Q z 0104 2 >z 0 031 LLJ 0107 — J _ — 10 Ell HHH-110112fl[i III 111111lu HII U111111tifflillUill I-ItIl III[Hill 1-ull _ �� w EASE' ELEVATION e SCALE:1/10-1'-0" 2 3 4 5 (o �aw < x 0 0110 Q 0 w E ,-- (�V N Hill 6 . --. ---I v 6 . CV o c+ s= c © 0 0114 � 4 - - - _-.- -_ - - Z ca 0108 0108 0111 o,oq 2337 0112 0115 50L)7H ELEVATION 0113 SCALE:1/10-1'-0" A102 Eti Oft BIWI" 2:40 PM BUILDING . ,CODE REVIEW ABBREVIATIONS THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR A.F.P. - ABOVE FINISH FLOOR ALUM. •--- ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE APPD. - APPROVED STATE BUILDING CODE AS FOLLOWS- APPROX. - APPROXIMATE BRG. — BEARING BLK. --- BLOCK I BLKG. BLOCKING ■ CPAPTER 3/4/5/6 BLDG. — BUILDING G.B. --• CATCH BASIN ■ USE GROUP S-i MODERATE PAZZARD STORAGE CLKG. -- CAULKING TYPE OF CONSTRUCTION 38 NON COMBUSTIBLE/ UNPROTECTED CLG. - CEILING ON ALLOWABLE BUILDING AREA LINLIM ITED CTR• - CENTER CL -- CENTERLINE ACTUAL BUILDING AREA 231,400 SF I S OUT LR — CLEAR ALLOWABLE BUILDING HEIGHT 2 STOR I ES 30 CLO. --- CLOSET ACTUAL BUILDING HEIGHT 25'-11.1/2" CTD. — COATED HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE C L COLD WATER COL. --- COLUMN COMP. — COMPACTED CONC. — CONCRETE UCTION C#4AP7ER q CONT. — CONTINUOUScm CONTR. — CONTRACTOR C.J. — CONTROL .JOINT c\t FULLY SPRINKLED WITH ACCORDANCE WITH SECTION 904.0 CORR, - CORRUGATED CMP — CORRUGATED METAL PIPE DET. — DETAIL OAD d C+4AF7F=R 10 REQUIRED PROVIDED DIA. -- DIAMETER ■ DIM. — DIMEN510N DN — DOWN — DRAIN NUMBER OF OCCUPANTS N/R 14 DWG. -- DRAWING NUMBER OF EXITS 2 MIN 2 D.I, -- DUCTILE IRON LENGTH OF TRAVEL 250'-0" MAX 170'-0" MAX. N.C. - ELECTRIC WATER COOLER ■ ELECT. ELECTRICAL ELEV. — ELEVATION EQ. — EQUAL EQUIP. — EQUIPMENT E.F. — EXHAUSTSTING DRAN I NG I N D EX FAN C APT�R � 3 REQUIRED PROVIDED EXIST. -- EXISTING ■ U R U R E.J. — EXPANSION JOINT ' EXT. -- EXTERIOR ROOF ENVELOPE .052 101.23 .040 26,00 FT — FOOT/FEET DWG DESCRIPTION WALL ENVELOPE .077 12,gq .072 13.55 FIT. — FIRE TREATED FLR. — FLOOR I F.D. --- FLOOR DRAIN FLOUG!4 A P 7 F-R 16 FTG R — FOOTING ORESCENT FDN. — FOUNDATION ROOF SNOW LOAD 35 PSF ZONE 3 GA. — GAUGE GAL. — GALLON ROOF DEAD LOAD 4.5 PSF GALV. - GALVANIZED ROOF SNOW DRIFTING N/A GR. -- GLASS COLLATERAL LOAD 3 P5F GYP. — GYPSUM HGT. -- HEIGHT H.P.S. — HIGH PRESSURE SODIUM H.M. — HOLLOW METAL HORIZ --- HORIZONTAL �a Res HIND LOAD 70 MPH ZONE 1 EXPOSURE B P.N. ---- HOT WATER .� ' "!" iy� ' HYD. — HYDRANT h:. SEISMIC LOAD PER SECTION 1612.0 N. INCH_ �` ` I INCL. — INCLUDING err I i f 6 � T:_ c �, „_. i ► -- �- INFO. — INFORMATION ` R r ,,► ' I — N51DE DIAMETER = ' INSUL. — INSULATION '' -t +� E f � A�V�ON N� R V I Y INT. - INTERIOR I.P. 4RON PIPE INV. --- INVERT ^' JT. -- JOINT LAV. --- LAVATORY =< + . .:. • THE BUILDING AS DESCRIBED BY THESE DRAW J DRAWINGS MEETS OR L.C.B. ! ~ACHING CATCH BASIN y EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE LG. ----- LENGTH/LONG f M+ + ° k : -~ ;,. ; ._ c LOCAL ZONING ORDINANCE AS FOLLOWS: LT. - LIGHT i LIN. -- LINEAR L.L. -- LIVE LOAD - L.P.S. — LOW PRESSURE 50DIUi'"1 ' Allk M.H. — MANHOLE PROPERTY LOCATION 74 MOYLAN DR.; AGAWAM' MA. L . MAN. •-•-- MANUAL ,"wow* M.O. -- MASONRY OPENING ' h r �u�l I�w• ` ^ `. wo } c ✓ MAT'L — MATERIAL { , ° +,s°4'` >`r� � ZONE INDUSTRIAL B MAX. — MAXIMUM MED. — MEDIUM MEZZ. -- MEZZANINES _�e __ �Ris a MIN. --- MINIMUM , ITEM REQUIRED PROVIDED MISG. - MISCELLANEOUS M R MOISTURE RESISTANT _ MTD. — MOUNTED LOT SIZE 1 ACRE MIN. 3.03 ACRES N.I.G. -- NOT IN CONTRACT NOM. -- NOMINAL ta...T .,' LOT W 1 DTP — SEE L101 N.T.S. NOT TO SCALE LOT DEPTH - SEE 11_101 NO. - NUMBER I OFF. — OFFICE FRONT YARD SETBACK 75'-0" MIN. q0'-0' MIN. � O.C. JK — ON CENTER I r r r.. �. SIDE YARD SETBACK 25'-0" MIN. 26'-0' t OPNG. -- OPENING r x f OPP. — OPPOSITE I REAR YARD SETBACK 25'-0'r I MIN. 2r -4"t O.D. - OUTSIDE DIAMETER F BUILDING 51ZE 5 000 S.F. 23, 400 S.F. OVHD OVERHEAD - - PTO. — PAINTED BUILDING HEIGHT 2 STORIES MAX. 25'-11 .1/2" PNL. - PANEL PART. --- PARTITIONPERCENT COVERAGE SOX MAX. PERF. PERFORATED OFF-STREET PARKING i 1 .5 EMPOY ES 20 t W.C. PERP. PERPENDICULAR k'- OFF-STREET LOADING - 5 DOCKS TOTAL PL. LAM. - PLASTIC LAMINATE LANDSCAPING AS R EQ'D — FLY. -- PLYWOOD P.S.F. --- POUNDS PER SQUARE FOOT P.S.1. ---- POUNDS PER SQUARE INCH P.T. — PRESSURE TREATED SY�IBOL LEGEND R - RADIUS REF. — REFERENCE LOCUSPLAN REINF. -- REINFORCED PROJECT LOCATION �{ '��,,, R.C.P. -- REINFORCED CONCRETEE PIPE l GAD P. REQ.'D ••-- REQUIRED BERSOM �" CONCRETE BLOCK ® WOOD TRIM RET. - RETAINING n N{ R.O.N. -- REGHTEOF WAY RM — ROOM R.O. — ROUGH OPENING y BRICK PLYWOOD ' ® SAN. SANITARY 19 SCH D. — SCHEDULE S.M.W. SANITARY MANHOLE SECT. — SECTION BATT INSULATION EARTP S.S. -- SEWER SERVICE SINK ; SHT. — SHEET � 1 SDG. — SIDING ENGINEERING r Sim. — 51MILAR TH E IIII II 11111 IIIII II CONCRETE ® BLOCKING so. -- SQUARE ST. STL. --- STAINLESS--- STEEL PLANNING STD. STANDARD STO. — STORAGE M F� GRAVEL STEEL ST. — STORM CONSTFRUCTION STR. —•— STRUCTURAL SL — STRUCTURAL LINE f SYM. — SYMMETRICAL T111. — TEMPERED 955 RIGID INSULATION XX WALL NUMBER THK. — THICK C 0 M P AN Y SIINC E 1 `••j:•Yrsn TYP. ---�- TYPICAL Dp` �S � 0. U.O.N. ---- UNLESS OTHERWISE NOTED U.G. — UNDERGROUND )\G� 1 YAM XX DOOR NUMBER V.TTR. — VENT VERTICAL TARU ROOF SECTION INDICATOR xxx V.C.T.VCT — VINYL COMPOSITE TIL1E W.G. — WATERCLOSET XXX ROOM NUMBER W.N. — WATER HEATER BUTLER NEW AD ITION FOR SPRIN' GFIELD CORRUGATED Box INC Mo LA DR AGAWAM MA W.W.F. — WELDED WIRE FABRIC XX INTERIOR ELEVATION X Wi - WITH w -- WIDE WINDOW NUMBER wD. : WOOD B U ! L.D E R OWG 8/19/W 10,20 All 0-0.1/2"t 200 -0" 5'-11.1/2"t SETBACK SETBACK ol 100'-0' t ;x I I � `5 25�26� LOT #S 4 fn Y 4 G\t � � Q o , CONC PAD N+ �` � dJ •t` 3'X3'X8' DP STONE SPLASH ec PADS @ DOWNSPOUT I I M rt CTYP OF b] r NEW ADDITION `� 0 12'-0"x300'-0"x6"DP GRAVEL I FIN FL EL-185'-4" I ' r� DRIVEWAY I PLUNGEPOOLS FOR DOWNSPOUT 00 EXTEN510NS CTYP OF 5 @ EAST SIDE 0 OF BLDG3 SEE L102 L1 w t 0 n CONC PAD 5 ca m �'7 to I ' G EXIST EXIT W/ CONC PAD 3`X4'X8" DP EXIST STONE SPLASH PADS @ DOWNSPOUT LOT #7 Z CTYP OF 71 BROOKDALE ASSOCIATES U � Z U � \ W Z EXIST PLUNGEPOOLS FOR DOWNSPOUT w �-- O EXISTING BLDG. EXTENSIONS CTYP OF (o @ EAST SIDE FIN FL EL-185'-4' OF BLDG] SEE L102 Z Z Z U Lo Za0 Z a o !� I w d U Ul z \ o fn �- z 0- NEW 4001W PPS WALLPACK ` Q I CTYP OF' 13 j I NEW 25OW HP5 WALLPACK �` p CTYP OF 23 , 9 z (A EXIST CONC APRON — Z EXIST 250W PPS YARD EXIST GAS METER — 581-6 LIGHT CTYP OF 23 1 I I EX ST 400 W PS � \ Z � YARD LIGHT \ \ = O <_ ` — EX15T 3'X3'Xb" GONG TOP EDGE OF STORM r l O w PAD FOR HVAC WATER DETENTION AREA V ' , " I TOTAL CAPACITY rt 10 -b �!' 12' -( fd ' © 30'-0" k 0'-6" EXIST 4' WIDE CONC WALK _ CwD " g � W — � EXIST TX \ W = Q UJ J {a Q ;' 75' FRONT YARD W cD ' U r, h` SETBACK LINE REMOVE EXIST l2,_Os , 4 DUMPSTER PAD -0" \ i' NEW 2,1/2' PAVING 8 @ ql_F CN.I.C.] 4a'R e7 721_Ou \ 30' WIDE DRAINAGE NEW 3" PAVING Cn (10-i \ EASEMENT CTYP] CTYP @ 2 PLACES] S,R & NOTES: EXIST 2.1/2' BIT V PAVING CT1'P3 V V V ry �o'R co1. ADEQUATE WATER,o i ` „d GAS, ELECT,ARE TEL SERVICES / \ GB CONNECTIONS ARE NOT LE INSIDE STING LDING- REUIRED, NEW 10•-0"x9'--0"x6'THK CONC NEW SERVICE I � �o p DUMPSTER PAD W/ OPAGUE a FENCE-FENCE N.I.G. 6' THK GRAVEL 1 .. O r TURNOUT W/ 60'R f M FUTURE PARKING - 12 SPACES '� -� '1 87•26, R:60 00l TO REPLACE EXIST 5 SPACES- ` N43• ~ ;n I SPACE FOR STORAGE- 8 LT GAURD RAILS t FENCING BY OWNER e LOT #q � � � � 25 E � EXIST P'x18' PARKING SPACE "� C� TYP OF 13- 8 + 5 VISITOR 0 0 EXIST 12'x18' WC ACCESSIBLE /a o SPACE r a- 30' WIDE DRAINAG �vJ EASEMENT CTYP] SITE fDLAN___ TRUE NO TH PLAN NORTH 2337SCALE!I"-30'-O' Liol -,At "'a_'. DIN 6/20/99 12:35 PM 188 04 Cn 184 I 185 s ac SEW ADDI�"I4N >� p N Ia I FIN FL EL-185'-4" I CO 1 M lf? TYP • FOUND ® I OI It 12'-0"x300'-0"x6"DP GRAVEL w N K)� 00 DRIVEWAY =4" DOWNSPOUT EXTENSIONS i= Q U-) U-) W/ STONE PLUNGE POOLS [TYP OF 5 @ EAST SIDE OF BLDG] m N7 uu . 184 5 ! ! EXIST 4" DOWNSPOUT EXTENSIONS Z W/ STONE PLUNGE POOLS 0 ! ` [TYP OF 6 0 EAST SIDE OF BLDG] F- Lr) Z M tir \ EXISTING BLDG. 18 W Z I FIN FL EL-iffil-4' \ a Z (� ! ! ! i Z _jo ? Q w! 0- U V) z 1 0 � , Q F- I I \ z -4J \ , STORM WATER DETENTION AREA — ? TOTAL CAPACITY 111850 d\ _ 2 �3 185 17 !� ` ` 0 CL lAr 181.83 l _ W � = 183 EXIST 51NGLE STALE OVERFLOW d J I ! 183 N� WEIR 0 ELEV, 181.50 W/ 6" RIP-RAP W w J 183 REWORK TO ELEV 182.25 AND ADD RIP-RAP = — -�UO p � f ST 12" PVC STORM DRAIN W/ 6" I82 0 � ��� \ \ OUTLET: INV IN - 179.66' W f\ \ \ \ INVERT OUT- 17q.50' rr? \ REMOVE t REPLACE W/ 2 STAGE OUTLET ` SEE DETAIL ON DWG L103 182 181.84 U INDICATES DIRECTION ITYP] RFSCE RUNOFF EXIST 15 CLA55 1V RCP INV IN- 17q.50' Z J INV OUT- 17q.50' W 30' WIDE DRAINAGE ~ e �- �_ �` `-- /� ❑ EASEMENT 5' WIDE PAVED WATERWAY/ W/ 6" RIP-RAP SPILLWAY�� -� � Q Z r� wCL �. CO 517E 2337 FLAN SCALE:0-30'-0" TRUE NORTH PLAN NORTH L102