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8120_SITE PLAN- BROOKDALE ASSOC.- 68 MOYLAN LANE (�g ryl /w, I avc � AGAWAM OFFICE OF PLANNING 8, COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 1, 2000 DATE RECEIVED: July 20, 2000 DISTRIBUTION DATE: July 20, 2000 PLANNING BOARD MEETING DATE: August 3, 2000 APPLICANT INFORMATION 1. Name of Business: Brookdale Associates, Inc. Address: 68 Moylan Lane, P.O. Box 366 Agawam, MA 01001 2. Owner: Jim Sasanecki Address: Same Telephone: (413) 786-6655 3. Engineer: O'Leary Company Address: 376 College Highway, P.O. Box 377 Southampton, MA 01073-0377 Telephone: (413) 527-1360 PLAN REVIEW Scale: 1"-30' Date: May 3, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 15,400 sq.ft. addition to an existing manufacturing building. Addition to include manufacturing and office space. Site Plan Review Page 2 Description of Site: Location of proposed addition is presently lawn and plantings. Provision for Traffic Flow: Unchanged. Width and radii should be noted on the plan. Parking: Thirty-three (33) new parking spaces are proposed including three (3) handicapped. The total number to be provided is fifty-three (53). The number of employees should be provided so that an analysis of the number of spaces can be completed. Drainage: Must be approved by the DPW. Public Utilities: O.K. Landscaping/Screening and Buffers: Landscaping plan should include size and species of all plantings on site. The following landscape note must be placed on the plan: uAli 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: All exterior lighting must be shown. Rendering or Elevations: The elevations appear to be mislabeled. Colors and textures must be provided. ::. .Dumpster Location: O.K. Other Comments or Concerns: TOWN OF AGAWAM MEMORANDUM y To: Planning Board CC: File, John P. Stone DPW Supt. From: Engineering Date: September 12, 2000 Subject: SP 274 - Brookdale Associates - Moylan Lane Per your request, we have reviewed the storm drain calculations for the plan entitled, "New Addition For: Brookdale Associates, 68 Moylan Lane, Agawam, MA; Prepared by: The O'Leary Company, Inc., 376 College Highway, Southampton, MA 01073; Scale: 1"=30'; Date: August 7, 2000", and we have no comments at this time. We will process your storm drain permit based on the above and send you the approved permit when completed. Upon further review, the sewer layout, as per your drawing of August 29, 2000, is found to be satisfactory. This completes all design considerations at this time. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, r ames T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer I h:lengineerlsitep1anlsp274_05.wpd i711 SEP 1 2 2000 PLANNIN'U ,',dl, i4 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 s� q��Mayes Tel. 413-786-0400 Fax 413-786-9927_. G D G Q G� August 10, 2000 f _ r 3 3 CD Jim Sasanecki v�p Brookdale Associates, Inc. •• n r m 68 Moylan Lane r1j P.O. Box 366 Agawam, MA 01001 Dear Mr. Sasanecki: At its duly called meeting held on August 3, 2000,the Agawam Planning Board voted to approve the Site PIan entitled "New Addition for: Brookdale Associates, 68 Moylan Lane, Agawam, MA" prepared by the O'Leary Company and dated May 3, 2000 with the following conditions: 1. The comments contained in the review prepared by the Planning Department and dated August 1, 2000 must be addressed. 2. The comments contained in the memo prepared by the Engineering Department and dated August 3, 2000 must be addressed. Three (3) copies of the revised plan must be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Jason Freeman, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building O'Leary Company File i AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 1, 2000 DATE RECEIVED: July 20, 2000 DISTRIBUTION DATE: July 20, 2000 PLANNING BOARD MEETING DATE: August 3, 2000 APPLICANT INFORMATION 1. Name of Business: Brookdale Associates, Inc. Address: 68 Moylan Lane, P.O. Box 366 Agawam, MA 01001 2. Owner: Jim Sasanecki Address: Same Telephone: (413) 786-6655 3. Engineer: O'Leary Company Address: 376 College Highway, P.O. Box 377 Southampton, MA 01073-0377 Telephone: (413) 527-1360 PLAN REVIEW Scale: 1"-30' Date: May 3, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0.K. Description of Project: Proposed construction of a 15,400 sq.ft. addition to an existing manufacturing building. Addition to include manufacturing and office space. Site Plan Review Page 2 Description of Site: Location of proposed addition is presently lawn and plantings. Provision for Traffic Flow: Unchanged. Width and radii should be noted on the plan. Parking: Thirty-three (33) new parking spaces are proposed including three (3) handicapped. The total number to be provided is fifty-three (53). The number of employees should be provided so that an analysis of the number of spaces can be completed. Drainage: Must be approved by the DPW. Public Utilities: O.K. Landscaping/Screening and Buffers: Landscaping plan should include size and species of all plantings on site. The following landscape note must 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: O.K. Exterior Lighting: All exterior lighting must be shown. Rendering or Elevations: The elevations appear to be mislabeled. Colors and textures must be provided. ..Dumpster Location: Q.K. Other Comments or Concerns: TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: File, MCC From: Engineering Date: August 3, 2000 Subject: Site Plan - #274 - Brookdale Associates - Moylan Lane Per your request dated July 20, 2000, we have reviewed the above referenced plan entitled, "New Addition For: Brookdale Associates, 68 Moylan Lane, Agawam, MA; Prepared by: The O'Leary Company, Inc., 376 College Highway, Southampton, MA 01073, (413) 527-1360; Scale: I"=30'; Date: July 20, 2000", and we have the following comments: 1. Since the proposed plan calls for additional impervious area, a Storm Drain Permit is required. Drainage calculations must be submitted for pre and post conditions for the 2-year, 10-year, and 100-year storms. 2. The proposed sewer extension calls for a 6"x 6"x 6" Tee, however, there is an existing 4" sewer lateral connecting to the building. We recommend that all sewer pipes be changed to 6" diameter. 3. Written permission must be granted by WMECO for all work within their easement. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, 'Ja F�- a,� Jai6Cs T. Daley, P.Ed Michael C. Chase, E.I.T. Town Engineer Civil Engineer I haer&eerlsitep1anlsp274 04.wpd AUG 0 3 2000 I6 1� � f � s c+Fr i� l 0 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM o To: Planning Board CC: File, MCC From: Engineering Date: August 3, 2000 Subject: Site Plan - #f274 - Brookdale Associates - Moylan Lane Per your request dated July 20, 2000, we have reviewed the above referenced plan entitled, "New Addition For: Brookdale Associates, 68 Moylan Lane, Agawam, MA; Prepared by: The O'Leary Company, Inc., 376 College Highway, Southampton, MA 01073, (413) 527-1360; Scale: 1"=30'; Date: July 20, 2000", and we have the following comments: 1. Since the proposed plan calls for additional impervious area, a Storm Drain Permit is required. Drainage calculations must be submitted for pre and post conditions for the 2-year, 10-year, and 100-year storms. 2. The proposed sewer extension calls for a 6"x 6"x 6" Tee, however, there is an existing 4" sewer lateral connecting to the building. We recommend that all sewer pipes be changed to 6" diameter. 3. Written permission must be granted by WMECO for all work within their easement. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, r-- Jai4s T. Daley, P.EU Michael C. Chase, E.I.T. Town Engineer Civil Engineer I h aenginee rlsiteplanlsp274_04.wpd AUG 0 3 2000 I LL n ',I't wi we MEMO To: Planning Board From: Sergeant Donald Gallerani : �d Subject: Site Plan-Brookdale Associates-Moylan Lane Date: August 1, 2000 1 have reviewed the Site Plan for Brookdale Associates and their proposed 15,400 square foot expansion of the existing facility and additional parking. This expansion will have no impact on pedestrian or traffic safety. Town of Agawam ' .ry 36 Main Street Agawam, Massachusetts 01001-1837 y Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Insp., Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: July 20, 2000 SUBJECT.. Site Plan -Brookdale Associates -Moyian Lane Please review and comment on the attached Site Plan for Br sociates prior to the Board's August 3"' meeting. FIRE MOW"$ �AW� Thank you. AppRQVALj► -7 4 e..`..... ....,. .Na ATE. ..... .. ti ... ..... D SD:prk ..�.. . ........... S1G •. ' MUST- SUBMIT PLANS FOR SPRINKLER AND FIRE ALARM FOR PERMIT . OTHER WISE O . K . r." JUL 2 0 2000 PLANNING BOARD AAWAM FIRE DEPARTMENT APPROVAL O4 oArE..., �.`?a�,l. ..... ... 9GNrr.JMr.R..••..a•.......•......••airier H OF GERA;D P. BERSON ftktxTuui . Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 r Q Ma Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Insp., Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: July 20, 2000 SUBJECT: Site Plan - Brookdale Associates - Moylan Lane Please review and comment on the attached Site Plan for Brookdale Associates prior to the Board's August 3' meeting. Thank you. DSD:prk THE O'LEARY COMPANY, INC. 376 College Highway P.O. Box 377 SOUTHAMPTON, MA 01073-0377 (413)538-8532 or(413)527-1360 FAX(413)538-8728 TO krA%'w)ktA PLA-1y nl f N tr N0. DATE7 ..ZQ— Z,000 JOB NO,Z34-7 JOB NAME '&'0pKp4L-a Assog JOB LOCATION Attention: D+ca30,r2 A�-l-} �>P'<- GS Mo C_ N L-A rJ 1E.- RE: Gentlemen: WE ARE SENDING YOU EXerewith ❑ Under separate cover the following items L1d41ans ❑ Shop Drawings ❑ Purchase Order ❑ Specifications ❑ Samples ❑ Copy of Letter ❑ Tracings ❑ Catalogue Cuts a iDRAj NA-LC CM c.S ❑ Prints ❑ Change Order Rr FOad D l /441 /J&-U COPIES DATED No. DESCRIPTION 13 -1-W -ao CdvE2 SrF£F_i G.10 - 4ot2- - 2- 7' Z C7 -Op (f ✓vc S hf e'5 L fL.e✓i91 0/VS '410 Z jo 7— j,Q—v0 —Ufm D . la+2 Gvlcw f 7 - LU -00 AQLDG. J. vC /Or1 �'i>-► I / 'GL4C/i/' .! ,PTETA JUL 2 0 2000 AMAIWOl THESE ARE TRANSMITTED as checked below: rLmimmu ei ❑ For approval ❑ Approved as submitted ❑ Submit copies for distribution ❑ For your use ❑ Approved as noted ❑ Resubmit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ ❑ FORBIDS DUE ig ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS tNC(t75r f? /42� /C� �S TS �✓ �l4HJ �a-r .. ._ �•�eo.src/ 0. ASS4 i•-� a A kie, COPY TO G SIGNED: OF A 9� TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 �P�RAT�D Mph FORM D Application for Approval of Site Plan 1 . Name of Business Brookdale Associates, Inc. Address 68 Moylan Lane, P. 0. Box 366, Agawam, MA 01001-0366 2. Name of Applicant/Owner Jim Sasanecki Address Brookdale Associates, Inc. , 68 Moylan Lane_, P. 0. Box 366, Agawam, MA 413-786-6655 01001-0366 3. Name of Engineer/Architect The O'Leary Company, Inc. Address 376 College Highway, P. 0. Box 377, Southampton, MA 01073-0377 413-527-1360 4 . Brief description of proposed project: Proposed 15,400 square foot expansion of the existing facility including new manufacturing and office space with additional parking. The construction materials and building configuration will be in keeping with the existing building. B2ool-n4L.t Assoc . '7 f t Z[ 00 N4'-j L +,N 1-�lwv p C T H tt StM 1 S q 4 . 356 4 c 2 G PA a c a-c. L ocAT" At T14 Vi Cw h a p hkaY,.^N LANr. . D214,A;.wy VC00 pAMc.W%.$ , n.cG tIvTi3n,cn L.r Liwr, (s ►i� THC P &0CESg of StZi4 2e'r%a"M . 1+I t 9 9 G -1 T N t st M %jJA s 04V G-z.apea Tv itiGt.VWG A rZ OGID SF Cuf L vo S AW63 19..,S'Ot Sri off' Ball V 1`A.0 VLAI N,%Arw coIv Sc Srtm aF ow oJimLAN-o SwALS 1?CI.WZAST Ca'.rt,ReTii"c ST vc.TvxsS I Pr IPrN4 ANa I . DeTwt, o t-i A rm-A (1560 . 4 "e m-trl ) w M t c w . e-M p T-t Wo t ti ra A Ihl VfV t C I lO q L swA L.E Ar TNc' CuL. -oe . %Ac . �N OF FF-16sL T-0 171 C. rmr stT-c wA A past GERALDP. A42ic vc.rvR+dL rr tZp BERSOH . $ STRUC1t1tt1R �' - No. 1 M E P S-Z'%t7mT Ptu ?a sAL r t-C(,v OtM A 15) yao )p ssro�r g�c c.o;#.y Ann cTZ4t— AN10 rZo 00 5P ap A aacv Drrat!vim rye+A : pe �T 9evmap¢ti ?-vuoFr- (AFTv-M PRopowo Vevt—Lu4cmWWT :s C. ic ) wi4 PSE j L t �(Ttt� To R u N o pF rw o M 7-m G PR t-I � - ... �P C.AI.CV JUL 2 0 2000 �pT t o ws B ev rwa F �L Trct Z , to , too yR STnRaKS PLANNING BOARD TR S 5 ..r. 50:t- t 5 µlj p9-0L( c. 4nou p A . I m E 51 re " o e 1t 4 0 w-to i n. S u p• A eS AecA A- I Cew.g tST4 ccr 0• [)0 A( of Roo.F ANO p.y Z AC. of LAW,/ At.ouG Tide h, L VOr An %-A A-2 ca o..5 t Srs e?r o• 2"5 Ac i r. Rear- AF► p 0.33 AC. OF PAq►N4 Amp 0 . 6Z AC o f LAKyw 1w THE MtAOt,Q OF TN6 S!Te lktt€R A-3 cawtprafS OF 6 .36 4t or ?AdtA,e, A a v 0.57- At OP LAwu ►n. rH6 M(40LC Or. TM t; S.r T%C A iLm A-1 or u u o r s r7/xe k-c ►t R6.A A"k G TN6 S eti'TH r Ra p . L(e- b= Am.r-x A• S 1S YMU AMgA Oft-a rrte fwuNiciP�M. :)W4tV'% . WJLi A2e-&S A- 1 r+trzv A-3 An.a Revim4o 51A.Cc. AA s! Il- S HAve- tior N4D G{A&me,.s Iiu I Mpe'fi� tdv� ^2�, i v-t o,_- (.ev t 4rw of- A 2e15 A- I A -7- 3HooJs 'THAT THE t V t S TT" 10 e-ram Tro 1. A RCA 4.t AO EQ V A.re TO RA W06S ey tSrll#.4 ^un P44PO Eb Dwvt't.cpeYK: NY. For- Tt-44Z [00 7jL. Sro2ro I L - 6 ,`I 4 c.f S k 1 o = 2.07 . C*s (ftepevg'm MuNrorp) . T+-t w- A_Tr;�.C D e-r&M77oA. CA pACcry �D its 791 L t4 ACTV AL CAPACt" i S isOQ �� CAPP2nr ZO % �e�� . 7 M c YL e-w L tM, Or �2 Ei\ a 3 y Fto w S TH^7 A a h A A*-% t S N bN-Men r-o 2 TKt- IOU Yp Share go = d. i 9 e 1 P-ter rL.-su 4-Tr•A'C l7tT +Tcoa Cif Pac o r.%( Qvxv taft t5 III So c f. ACTUAL CAf)AC4" wI CL SF 5000 Cf �APpQoX ,/Sy FJk"«r3S� A s N k Snyc,,ti o�,� i s p,Co v►n tr-» ar TKO t7xtsrt" Aaiun , un�ttir�4 )Z pr jrG w/ A L u RGAucER I-oCArXM AT TAG pipe 4rp�-'Q 1 N, T H r9 0 C7-tJT70*A. 8d 51 N UST" tiE� IUD A ae-A Worksheet 2: Runoff curve number and runoff Project (32ootc- oALc- Assoc- By Date Location No I L i.. LA N,t Checked Date Circle one: Presen Developed I�REOEycLoVEp-5v13 6g_ok� �Al A2 1 . Runoff curve number (CN) Soil name Cover description I/ Area Product and C4 — of hydrologic (cover type, treatment, and CN x area group hydrologic condition; c4 M �i M acres N N percent impervious; m ❑mil7 unconnected/connected .impervious ❑Y. (appendix A) area ratio) F w w M,e /a A t'05r- aGr'AC'V YLIrC-& - Goon. 58 Z.ov tl6,0 / Totals - �'GU Use only one C?1 source per line. CN (weighted) 0 total product 1 6 S� Use CN - 5 total area Z 2. Runoff Storm Al Storm 02 Storm 03 Frequency yr z 10 10l? Rainfall, P (24-hour) . . . ... .... . . . . . . . . in 3;.0 A .6 5 Runoff, Q . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . in 4 -2 14 (Use P and CN with table 2-1 . fig. 2-1 , or eqs. 2-3 and 2-4.) D-2 (210-V1-TR-55. Second Ed.. June 1986) Worksheet 3: Time of concentration (Tc) or travel time (Tt) ' Project � 4-001` 0ALt�' � SSo C By Date 7f 11/00 Location M 0�1 ( t,w LA ►�, Checked Date Circle one: Present Developed 'pR , e�ve-U � _ 5,,,:5 And Al 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 Cu LTI VA 1. Surface description (table 3-1) NOD 2. Hanning's roughness coeff., n (table 3-1) .. 0-1 1 3. Flow length, L (total L C 300 ft) .......... ft 7.eo 4. Two-yr 24-hr rainfall, P2 in 3 V i 5. Land slope, s ................ .............. ft/ft 0,01 6. Tt - 0.007 nU 0.8 Compute Tt ...... hr �5 5 + ^ S P 0. s0. C� 2 Shallow concentrwted flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ............................. ft i S. Watercourse slope, s ft/ft 10. ' Average velocity. V (figure 3-1) ........... ft/s - L Compute Tt h + r I1. Tt - 3600 V 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 IS. Channel slope, s ............. ........... ... ft/ft 16. Manning's roughness coeff., n ....... .. . .. .. 1 .49 r2/3 al/2 n 17. V - Compute V ft/s 18. Flow length, L ..... ..... .. ... . . . . . .... . .. . . ft E = 19. Tt - 3600 V Compute Tt . . . . .. hr + 20. Watershed or subarea Tc or Tt (add Tt In steps 6, 11 , and 19) .. .. . . . hr (21(1•VI,TR-55, Second Eil., .111nr 11yHf} I)•3 Worksheet 5a: Basic watershed data Project C�nA=)o%cha l.E A SSc c-, Location o t-x r- LA By Date Circle one: QEsent Developed Fa eyE,+bIA*r. - A 1 _4 A Z. Frequency (yr) �_ Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Inittal name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet A Tc Tt ET[ P CN Q AM Ia Ia/P < (miIp 2) (hr) (hr) (hr) (in) (in) (mil-in) (in) 46 to n 0 a a [17 a. G rp tD 1 f t t t t t t t t t t t t t f t t t f t f f From worksheet 3 From worksheet 2 From table 5-1 v o Worksheet 5b: Tabular hydrograph discharge summary c Project 1(I[.00II!:-l7iQ1. Location By Hate 7ZI2 OQ Circle one: Present Developed Or A Z Frequency (yr) Z Checked Date Basic watershed data used Select and enter h dro ra h tunes In ht•urs fruia exhibit 5- ?/ Subarea Sub- ET I /P A Q _ J name area to a �' lZ U U. t /2-7- 1t- 3 !Z. `( Ifz �Z• 6 l7.7 1Z. H i3. 0 13 ��, Tc outlet -Discharges at -;elected hydrograph times 3 (hr) (hr) I (mil-in) - - - - - - - - (cis)- - - - - - - - - - - - - - - - - - - - - Al AZ I , .48 .O013 p _ 0 o• 0.0 4L0C , 16 V23 . 25 2S . 21 11 15 _N O C V+ V+ U rp — n 0 a. C'7 FL c. C M ea to LCO posite hydrograph at outlet 1/ 2/ uorksheet 5a. Rounded as needed for use with exhibit 5. Enter rainfall distribution type used. 3/ 3 Hydrograph discharge for selected times is A m Q multiplied by tabular discharge from appropriate exhibit S. Worksheet 5a: Basic watershed data Project `JI'l"y--ntt, Location By Date Circle one: Presen Developed Ipn,M2gtib-lzPB A f A2 Frequency (yr) to Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ET t P CN Q AmQ I Ia/P < (mi2) (hr) (hr) (hr) (in) (in) (mi2-in) (in) Ali A7- .,003 , 5_5 -- ... 4, 4 540 0 � �` . 00z9 l,U `i`o , 31 Cn M n O Q. FL C a M r t f t t t t t t t t t t t t f t t t t o t + From Worksheet 3 From worksheet 2 From table 5-1 C7 cn o Wurksheet 5b: Tabular hydrograph discharge summary 2 Project Or_9)A L,It; Locatton By Date 7 U(� Circle one: CEEEbDeveloped ftOgvgiA&ko Ali AZ Frequency (yr) 1Q Checked Date Basic watershed data used I/ Select and enter by rlro ra h times in hoiiret from exhibit 5- Subarea Sub- 1 ET Ia/P AmQ . [2. 3 O 1 Y fZ.1 !Z 2, f IZ. lZ. IZ• S IZ. 6 b , name area to _ T outlet -Discharges at ~elected hydragraph tl-es 3 (hr) (hr) (mil-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A d �55 avz9 „01 o , + z . Z� S7 ,86 r,oa 47 .35 N 0 C v U U) A ' n O 7 Q G. Cy G 7 r9 cfl 00 Composite hydrograph at outlet j/ Worksheet U. Rounded as needed for use with exhibit 5. 2/ Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is AmQ multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project Location By Date Circle one: Present Developed Q . :Vs bR Frequency (yr) 100 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run-- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ET P CN Q A m Q I Ia/P .r (mil) (hr) (hr) (hr) (in) (in) (mil-in) (in) y X hl� AZ o.cd3 . S5 ._ — _ C .0 98 7_,1S .p o� I, ,-lqa .2z n o a M c. c M co 00 a� From Worksheet 3 From worksheet 2 From table 5-1 C7 v+ o Worksheet 5b: Tabular hydrograph discharge summary Project Location By Date Circle one: Presen Developed r�LE17k'1l /► A Z � Frequency (yr) 100 Checked Date Basic watershed data used 1/ Select and enter h dro ra h tunes in hours from exhibit Subarea Sub- ETt a m I /P A Q name area to j2. � 1 , I 12.Z +Z i7•� lZ. s 12. G 1Z.1 17. S 13. E 13• Z t3.`� Tc outlet -Discharges at ~elected hydrograph Limes 3 (hr) (hr) (miZ-in) _ - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - A14dz , 55 - .2L .006 .azy *04 1 ,14 1 .-77 Z.07 Z, o7 N 0 C x n 0 n. ro EEPES:i e hydro graph at outlet 1/ Norksheet 5a. Rounded as needed for use with exhibit 5. -/ Enter rainfall distribution type used. 3/ Hydrograph discharge for Selected times Is A m Q multiplied by tabular discharge from appropriate exhibit 5. Worksheet 2: Runoff curve number and runoff Pro}ec[ R-o0K-04L!E._ A b5oC By Date Location OHM*, LUNY Checked Date Circle one: Present Developed PrvE gcyjz;�pggCL- _ARt"�A _ A-3 1 . Runoff curve number (CN) Soil name Cover description 1� Area Product and CN — of hydrologic (cover type, treatment, and f'4 CN x area group hydrologic condition; 11 `1 �i ffacres percent Impervious; m N "' ❑mil unconnected/connected impervious ❑% (appendix A) area ratio) N -P4 w MBA , A pawl Ac R.tcvL-rVa'+4-L • �� �� �$ a���5 S0,7j 6 Use only one CN source per line. Totals M G CN (weighted) . total product 50,"15 Use CN - 5 total area 2. Runoff Storm 01 Storm 02 Storm 03 Frequency . .. . .. . . . . . . . . . . .. .. .. . . .. . . . . yr Z / D /0 J Rainfall. P (24-hour) ... .. ... . . . . . . . . . . in -3. U 1 4. 6 6. 6. Runoff, Q . . .. . . . . . . . . . .. .. . .. .. . . . . . . . . in t4 2 (Use P and CN with table 2-I , fig. 2-1 , or eqs. 2--3 and 2-4.) D-2 (210-V1•TR-55, Second Ed., June 1986) Worksheet 3: Time of concentration (Tc) fir travel time (Tt) Project 6"pK p Z-- A55pC By Date 7 1 z ot) Location p L-AtV L.o N,t Checked Date Circle one: Present Developed A ae-A q3 Circle one: Dc 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 3 1. Surface description (table 3-1) ........... . AAjV 2. Manning's roughness coeff., n (table 3-1) j 3. Flow length, L (total L C 300 ft) ....... .. . ft � I i 4. Two-yr 24-hr rainfall, P 2 in I S. Land slope, a ft/ft D.dj 0'8 Compute Tt .... 6. Tt " 0.007nL) .. hr •5s + S 5 P 0. 0. z • • Shallow concentrm:ed flow Segment ID I 7. Surface description (paved or unpaved) ... .. 8. Flow length, L ft 9. Watercourse slope, a ft/ft Average velocity, V (figure 3-1) ........... ft/s L + " Il. Tt " 3600 V Compute Tt .... .. hr Channel flow Segment ID - 12. Cross sectional flow area, a ............. .. ft2 13. Wetted perimeter, pw ft 14. Hydraulic radius. r a Compute r ....... ft Pa IS. Channel slope. s ft/ft 16. Manning's roughness coeff., n .. . .... ..... .. 1 .49 r2/3 s1/2 17. V Compute V .... . .. ft/s n 18. Flow length, L .... . . . ... .. ... . . .. ..... . .. . . ft 19. T h Compute Tt hr + 36 t 00 v 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) .. . . . . . hr (210,VI-TR-S.S. Sec-ond I:11 , .1tine 111KI D-3 Worksheet 5a: Basic watershed data Project 3fZd0PC-04 L4 , � S s o1� _ Location � M e VL6 ) � (-A-tifr By Date 7 p Circle one: Presen Developed ArL*-`'o A- 3 Frequency (yr) 2 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ET t P CN Q mQ I Ia/P C (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) , 141 . 00 oil 1 , 44 % A `� n D ' a. a c., G 5 rp w QCDp Q� v ! + + + + + t ! + t ' 4 + t t t ? f f t + t t From worksheet 3 From worksheet 2 From table 5-1 v o Worksheet 5b: Tabular hydrograph discharge summary � r _ Project - - jR�O K pA ss�� Location Oy. y L-04 ram- LAAj4. By Date r L o0 Circle one: Present evelope 14ie-m A 3 Frequency (yr) Checked Date Basic watershed data used Select and enter by Aro ra h times in hours from exhibit 5Z� Subarea Sub- LTt Ia/P AMQ IZ�o fZ. ! fZ•L fZ- fL•Y fZ. S 1z G It,'-7 /1 name area to Tc outlet Discharges at elected hydrograph Limes 3 (hr) (hr) (mil ~ -in) - - - - - - - - - - - - - - - - - - -(cfb)- - - - - - - - - - - - - - - - - - - - A3 . 55 — 84% 000-f p L o U ,or .03 ,0 -5 1 0'7 ,v� pQ, p6 .05 ,a5 a V- cn tD - - n 0 a C17 FL t. C c9 C~D Composite hydrograph at outlet 1� uorksheet 5a. Rounded as needed for use with exhibit 5. 7 Enter rainfall distribution type used. 3! Hydrograph discharge for selected times is AmQ multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project rt'POV. hA N`�SoC--� Location No L' L By Date IZ 0 Circle one: Present Developed ' A� A , 3 _ _ Frequency (yr) JV Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run-- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet Am Tc Tt E Tt P CN Q A m Q I Ia/P < (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) A3 �do1 , 5S �, �$ .9� , 00t �. �fy ° ,3/ cn n O 7 Q. C- G 7 �D r C,p } } t t t t } t t } f } t t t t } t t t t t From Worksheet 3 From worksheet 2 From table 5-1 cr Wurksheet 5b: Tabular hydrograph discharge summary Projecc 1J 04-*ALAE k5svc Lncatton By Date 7 /z O Circle one: resent Developed -t knj A Frequency (yr) ----0_ Checked Date Basic watershed data used �! Select and enter h riro ra h times In hours from exhihtc 5- Subarea Sub- ETt Ia/P AM f Z Y �Z T !Z. G !1. '] /1,8 name area to i 2.0 iZ• l �Z•Z �2 3 r T outlet -Discharges at ;elected hydrograph tines 3 (lie) (hr) (mi2-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - A3 55 a , oZ is 04' 1 , Fo 1 . ZO , 31' , 35 435 33 , Z3 J? 0 _C 70 Cr c+ A " n 0 7 a C=7 PL c� c 0 00 as Composite hydrograph ac outlet t/ uorksheet 5a. Rounded as needed for use with exhibit 5. .� 2/ Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is A m Q multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project F20-6 0 L_bAL,;� A S S a<, Location "-a c- %s , L4 By Date 7 Z 0 Circle one: use Developed T&cbcV_-_Swoanrn A3 Frequency (yr) 100 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ETt P CN Q Am Ia Ia/P ... C (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) 70 A .001 ASS r' —� -- G,6 SS t, , S ,002� � . ��$ ,ZZ n eD o a C17 a a 00 rn t ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! t t t From worksheet 3 From worksheet 2 From table 5-1 U cn o Worksheet 5b: Tabular hydrograph discharge summary Project beoo t-nALF A 2t5oG. Locatton Ploy& LANC _ By Date V J Z 00 Circle one:CPresen Developed A rLt�-A A 3 Frequency (yr) 100 Checked Date Basic watershed data used 1/ Select and enter h dro ra h times in hours from exhihtt 5- M�v Subarea Sub- ET I /P A Q name area to a m �.o 1Z, 1 , Z l2.3 i2. `( IZ, S IIZ.�7FIZ. 7 IZ.$ l T outlet DtscharBes at ~elected hydrograph Limes 3 (hr) (hr) (m12-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A 'S LS-S — ',2%; .00 2 .01 ' .0-3 .O'b ,Z.G :y o a,Scl .69 ;'&q .6_5 „ -4 . 3? .z N 0 t u u m - - n 0 Ch Q. e, m 00 rn Composite hydrograph at outlet t/ Worksheet 5a. Rounded as needed for use with exhibit 5. 2/ Enter rainfall distribution type used. 3/ kydrograph discharge for selected times is AmQ multiplied by tabular discharge from appropriate exhibit 5. Worksheet 2: Runoff curve number and runoff Project _ '7 Vz'GV—y)0 LE _ A 435,0 L _ By Date t Z oc1 Location (�ln L40. L.4N 1c Checked Date Circle one; Present evelope yfi brli2s 1 . 1 . Runoff curve number (CN) Soil name Cover description Area Product and CY of hydrologic (cover type, treatment, and CN x area group hydrologic condition; N I �i ®acres. percent impervious; ❑MO unconnected/connected impervious Co ❑Y. (appendix A) area ratio) w -A MeA A O� �a 140 3R ,z A L 37 .4 Z �y Use only one CN source per line. Totals - . U Z 5 5•G ' CN (weighted) . total product .��6 `�,Y, Use CN - 68 total area ; 2. Runoff Storm Ili Storm #2 Storm #3 Frequency . ... .. . . .. . . . . . . . . .. . . . . . . . .. . yr Z a 10 C� Rainfall, P (24-hour) .. . .. ... . . . . . . . . . . in 3•0 4. 6. Runoff , Q . . . . . . . . . . . .. . .. . . . .. in 63 ci 7 (Use P and CN with table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4.) D-2 (210-VI-TR-55, Second Ed.. June 1986) 5 1 1 Worl(sheet 3: Time of concentration Td or travel time (Tt) Project By Date Location Checked Date Circle one: Present evelope n A - Circle one: Tc Tt through subarea MOTES: 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) 2. Manning's roughness coeff.. n (table 3-1) `011 5 3. Flow length, L (total L ( 300 ft) ft '7 O 4. Two-yr 24-hr rainfall, P2 in 3.0 5. Land slope, a ft/ft L .0 2 0.007 0.8 O� 6. Tt � 0.5(^O' Compute Tt ...... hr P2s Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... V$-VAq-N 8. Flow length, L ft Z So 9. Watercourse slope, R ft/ft f005 10. ' Average velocity, V (figure 3-1) ........... We 1' Z H. Tt - 3600 V Compute Tt ... . .. hr .06 + t Channel flow Segment ID 12. Cross sectional flow area. a ............... ft2 13. wetted perimeter, pw ft 14. Hydraulic radlue, r - a Compute r ....... ft p Y 15. Channel slope. s ... .......... .............. ft/ft 16. Manning'■ roughness coeff., n .. ... ....... .. 2/1 1/2 17. V - 1 .44 r a 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, II , and 19) .. . . . . . hr • (210•VI,TR-55, 5crunal I:d.. June 19MG) I1•3 Worksheet 2: Runoff curve number and runoff Project �12Ao�gnL� -ASSOC, By Date Location o 4 rw LA t4L Checked Date Circle one: Present Develope A n&-A 1 . Runoff curve number (CN) Soil name Cover description !� Area Product and CN — of hydrologic (cover type, treatment, and CN x area group hydrologic condition; cv h vl a acres percent impervious; a ❑mil unconnected/connected impervious n cO 0O ❑Z (appendix A) area ratio) M w V4 YVt e �3 2,z, 54 q hAJ din, t .33 3-Z- 3y t� Use only one CN source per line. Totals - 1 7 7-0 G 1A% y CN (weighted) total product total area - � � p _ � � Use CN - 6 I I • `1 2. Runoff Storm d1 Storm 42 Storm 03 Frequency . . .. .. . . .. . . . .. .. . .. . .. . . . . .. . yr Z 10 100 Rainfall, P (24-hour) .. . ... .. ... . . . . .. . in 3.0 4. 6 6.1 Runoff, Q . . .. . .. . . . . . .. .. .. .. . . . . . . . . .. in • �(3 � . 5 3 2 ' (Use P and CN with table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4.) D-2 (210•Vl-TR•55, Second Ed., June 1986) 1 Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project _ � OILDAL� ASSOC 8y Date 7 IL VO Location M o i Lgt\J LA iv l? Checked Date Circle one: Present Develope A R-e-x 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 floe (Applicable to Tc only) Segment ID 1. Surface description (table 3-1) ¢ 2. Manning's roughness coeff., n (table 3-1) .. 3. Flow length, L (total L C 300 ft) .......... ft 6'0 4. Two-yr 24-hr rainfall, P2 in 3,4) S. Land slope, s ................ ........... ... ft/ft .0z 6. Tt . 0.007 (n0)0.8 Compute Tt ...... hr •� ,Z + ,Old P 0 2 s Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... �KP"+n�ro v r�MOP 8. Flow length, L ft 7 5 I 9. Watercourse slope, s ......... ....4.......aa ft/ft / � .01 10. ' Average velocity, V (figure 3-1) ......... .. ft/a 11. Tt ` 3600 V Compute Tt ...... hr ,GD 3 + Channel flow Segment ID 12. Cross sectional flow area, a 2 13. Wetted perimeter, pw ......... .............. ft 14. Hydraulic radius, r - A Compute r ....... ft p w 15. Channel slope, s ......................... .. ft/ft 16. Manning's roughness coeff., n .. ....... . . . .. 17. V - 1 .49 r2/3 1/2 a Compute V .. . .. . . ft/s Z• 5 �►0'"` In 18. Flow length, L .. . . . ..... .. .. . . . .. . ..... . . . . ft 3U 19. Tt ' ]600 V Compute Tt . . . . .. hrli a + 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 . and 19) .. . . . . . hr `d (210,V1711-55„ Second ,lone 19HG1 C) '! Worksheet 5a: Basic watershed data Project Q "c e- qq i— A 5Sv c- Location By Date 7 r Circle one: Present Develape Arl.4.�t A 1 AZ_ Frequency (yr) Z _ Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff 1 Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ETt P CN Q AmQ I I /P < (mi2) (hr) (hr) (hr) (in) (in) (miz-in) (in) A l 10013 ,09' — — 3.0 6 �` l . 31 AZ .oar% , 031 — _ 3,o , 4$ 5 .3z d n 0 n. Ch a c. G (D cD t t t t t t t t t t t t t t t t t f t t t t From worksheet 3 From worksheet 2 From table 5-1 o cn . o Worksheet 5b: Tabular hydrograph discharge summary c. Project {3gAP,Q4 CALia d s 9-pC. Location By Date Z b Circle one: Presen evelop /4C"--^ A l # A Z Frequency (yr) . 7 Checked Date Basic watershed data used Select and enter h rira ra h tunes in hnurs from exhibit 5- 2/ Subarea Sub- ET Ia/P AMQ name area to 12.0 IZ,I i2.2 lZ_ 3 !2. �{ !7. T 1Z. 6 !Z. 7 11. �° ►3. O T outlet Discharges at selected hydrngraph times 3 (hr) (hr) (miz-in) - - - - - - - - - - - - - - - _ - - -(cfs)- -- - - - - - - - - - - - - - - - - - - A! ,off — 4.31 . o008 . 0 % . 2-1 U , zq .7-4 o t , 12 . 10 , 08 , 07 yp-7 aZ ,L731 '31$ toola i11 .30 . 60 15-0 13-1 130 .177, 114 r13 . 11 il;&� �Gg 0 7� u: u� to M - - n C a C*7 a C fp ca 00 a7 Composite hydrograph at outlet � p !� uorksheec Sa. Rounded as needed for use with exhibit S. Enter rainfall distribution type used. 31 Hydrograph discharge for selected times is A m Q multiplied by Labular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project `/0.-O0 LnAtE C- Location By Date 7 Circle one: Present evelope A n&--A A <f A Z Frequency (yr) 0 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ET t P CN Q A m Q I Ia/P _< (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) cr v, t oa 3 , o 0541 ML 0 u. cn qZ d, G 6-1 )"53 1 000z �3 ,95 1p7J n 0 0. {*7 0. L G +D cD t t t t t t t t f t t t t t t t t t f t f 4 From worksheet 3 From worksheet 2 From table 5-1 cn o Worksheet 5b: Tabular hydrograph discharge surnniary Pro jecc (-jyW04 44 LZr Location By Date 7 r L OO Circle one: Present eve lope A 2e-x A 4' A Z Frequency (yr) _ Checked Date Basic watershed data used Select and rrnter h dro ra h times in hoo rs from exhihic 5-/0 Subarea Sub- ET I /P A Q name area to a m !Z_U 1Z� 1 17. Z /7 3 /Z,y f Z. SFZ. 6L11C L •U 13:Z 13, iF T outlet -Discharges at selected hydrigraph tit.�es 3 (hr) (hr) (mid-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - ,A Oct ,ZO Ldor 10) , e-5 1 .3Z 1,a6 Ael N 11z— , D31 , 2r . OV7$ , L7 I,Iq 1, 65 /, '!`i rq7 T 0 70 v u. to n 0 a C'7 FL c., c rn cD 00 rn Composite hydrograph at outlet 3 2/ uorksheet 5a. Rounded as needed for use with exhibit 5. 3� Enter rainfall distribution type used. Hydrograph discharge for selected times is AmQ multiplied by tabular discharge from appropriate exhibit S. Worksheet 5a: Basic watershed data Project Location By Date Circle one: Present( DevelopeD A&t-A Of A' Z Frequency (yr) 100 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet Am Tc Tt ZTt P CN Q A m Q I Ia/P c (mi2) (hr) (hr) (hr) (in) (in) (mil- in) (in} AI ,ocV3 ' 09 — — 6, G G$ Z,c(7 , 003$ cn u ' AZT ooig .031 — — G 211 . 006 n o a. CT3 c.. c co t t t t t t t t t t t t t t t t t f t t t f From worksheet 3 From worksheet 2 From table 5-1 C7 cr Worksheet 5b: Tabular hydrograph discharge summary Project �62•10C,IC 0 a Ic Location By Date l Z 6a Circle one: Present Develope / n e-A A 1 4 N Z Freyue*ncy (yr) 10o Checked Date Basic watershed data used Select and enter h dro ra h times in hours fruara exhibit 5- / Subarea SubTo T I /P A Q t a m 17 IZ. 1 (2 . IL IZ. 7j IZ. `! j-2. S I�• L 1 -2. 7 17.E 13. 0 rrj.:Z 13, y name areo _ Tc [le[ afscharges at selected hydrograph tit.ses 3(lirr) (m12-1n) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A1 . 0q -- , I � 0030 9Z r,G2 Z. SZ Z.aZ. I.31 i .vl .73 ,4 . 36 .37 ,Zb , L`� �-Z 63� -- , 115 Got 1, yS Z.SS ,or`1 3, IG Z.0 1 1, M #7 8 161 50 .qI 3.1 0 u. V ti - - n 0 a. CT3 c rD rn' Composite hydrograph at outlet 6 � I/ uorksheet Sa. Rounded as needed for use with exhibit 5. ?/ Enter rainfall distribution type used. 3/ llydrograph discharge for selected times is A m Q multiplted by tabular discharge from appropriate exhibit S. Worksheet 6a: Detention basin storage, peak outflow discharge (qo) known Project fJ ILO0 k nA L~L A 55a c- , By Date r Z aJ Location ° L A N L A t�if. Checked Date Circle one: Present y A A L_ q. + ... r _ �.. �-� i -• = r-F-�-r ram- , , — lea -?S(VIJ 60Oo I IZS� L 1 $l3 .' . L- 7ety Detention basin storage r_vpoc FEET V 1. Data: 6. S Drainage area ....... Am W mil Vr q Rainfall distribution (Use ° with figure 6-1) type (I, IA, II, III) = qi 7. Runoff. Q ...... in 'G3 2.99 1st 2nd (From worksheet 2) stage I sta e 8. Runoff volume, Vr ..... ..... ac-ft Jo 2. Frequency ...... yr Z I O (Vr - QAm53.33) 3. Peals inflow dis- (, y� 9. Storage volume, 0�3 183 charge, qi cfs . s ac-ft (From worksheet 4 or 5b) Vs [61 19 7 2 1/ (VS - Vr(—)) cT 4. Peak outflow dis= �ZcJ r charge, qo .... cfs �'01 10. Maximum stage, Emax (From plot) 5. Compute qo .. ...... r.Z 3 =_6Z ��`tiN OF �f, c' i GEC• �� 2nd stage qo includes 1st stage qo. p� F 101RAI E (210-VI-TR-55, Second Ed., June 1986) D.7 i Worksheet 2: Runoff curve number and runoff Project VLo0ILr040L-E n SSoC- By Date Z Op Location _M 6 y ��_L A 1,JA5- ^ Checked Date Circle one: Present Developed I 9 o9T ocv C'Z-t,{pF"b A a LA 3 1 . Runoff curve number (CN) Soil name Cover description 1� Area Product and 0 -- of hydrologic (cover type, treatment, and CN x area group hydrologic condition; cv 1 �1 ®acres percent impervious; m 04 `" ❑mi'- 1-4 unconnected/connected impervious A CA op ❑% (appendix A) area ratio) F- MBA q FAV11'4 355 74,-15 A C4 e-ti S.S - L.o w 1�, 4 vo n 3� S Zv 2�,Z`6 V Use only one CN source per line. Totals • � �js. o? CN (weighted) - total product ��Fl�f ( ��] Use CN - G3 total area 2. Runoff Storm 41 Storm 02 Storm 03 Frequency . ... .. . . . . . . . . . .. ... . .. . .. . .. . yr Rainfall, P (24-hour) in Runoff, Q • . .. in ' 44 'Z6 2.61 (Use P and CN with table 2-I , fig. 2-1 , or eqs. 2-3 and 2-4.) D-2 (2I0-VI-TR-55, Second Ed.. June 1986) 1 Workshect 3: Time of concentration (Tc) or travel time (Tt) Project a-c0V b A 6F. A bSd)c By Date + Z 00 Location L-Ak �L.4iyr Checked Date Circle one: Present evelope /1 A .3 Circle one: 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) !'+°`YC'MCk 2. Manning's roughness coeff., n (table 3-1) .. o lI f 3. Flow length, L (total L < 300 ft) .......... ft V 4. Two-yr 24-hr rainfall, P2 in 3. C7 5. Land slope, a ft/ft '� r o.s y3 .oy3 6. Tt 0.007 800) Compute Tt ...... hr O + P2 a Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... V M'aYV-'V Be Flow length, L ft GO 9. Watercourse slope, a ft/ft .oC 5 10. ' Average velocity, V (figure 3-1) ........... ft/s J,Z 11. Tt ' 3600 V Compute Tt .... .. hr ..0 + .dly Channel flow Segment ID ` 12. Cross sectional flow area. a ............... ft2 " 13. wetted perimeter, P. .................0..... ft 14. Hydraulic radius, r - a Compute r ....... ft p w 15. Channel slope, s ............. ........ ... . .. ft/ft .005 16. Manning's roughness coeff., n 1 .49 r2/3 01/2 r �vi,Koc.rrw�}( 17. V - Compute V .. .. . .. [t •g/a 2 n 18. Flow length, L ..... .......... .. .. . .... . .. .. ft 19. Tt . 3600 V Compute Tt . . .. .. hr sO + D.O 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) . . . . . . . hr (210-V1-TR-55, Second F.d., .1tinr 19MG) I7.3 Worksheet 5a: Basic watershed data Project veAp�wK_p4l.L— ASsac-, Location vy LA rJ LATlG By Date Circle one: Presen Develope A n tom A - 3 Frequency (yr) Z- Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet Am Tc Tt E Tt P CN Q AM Ia Ia/P < (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) A3 ,bcal . 061 010 "0005 1 , 115 3y n O 7 a. c. c rp m f f f f t f ! t t 4 t t t t 4 t f } # 4 4 From worksheet 3 From worksheet 2 From table 5-1 v o Worksheet 5b: Tabular hydrograph discharge summary Project 3aQ0r--p1%LE Ass..oL, Location No L,4t" L 'VL' By Date 7 Lz G� Circle one: Presen Develope A ftW-A A -3 Frequency (yr) ' 1. Checked Date Basic watershed data used l/ Select and enter h rlro ra h times in hairs from exhibit 5-T[1-2/ Subarea Sub- LT I /P A Q name area to a m r ?, p r 4! 1.Z 2 r`Z 3 Z.,`� ��S �2-0� Z, 7 T outlet Discharges at tielecced hydragraph Limes 3 (hr) (hr) (miZ-in) - - - - - - - - - - - - - - - - - -(tfb)— - - - - - - - - - - - - - - - - - - - - A 3 ,oGl — . 3°1 ooDS ,05 ,30 , ,Z5 ,1154 I5 Ali 108 .06 105 .aA . 644 0 v� v cn eD - - n 0 n. c. c co v rc, posite hydrograph at outlet I/ Worksheet 5a. Rounded as needed for use with exhibit 5. ?/ Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is A m Q multiplied by tabular discharge frog appropriate exhibit 5. Worksheet 5a: Basic watershed data Project �j t?,�01�gAL,E 4SoL.. Location 0 `� L r- LRAM By Date 7�rr�LB Circle one: Present Develope A A - 3 Frequency (yr) J0 0 Checked Date Subarea Drainage Time of Travel Downstream Travel 24-hr Runoff Run- Initial name area concen- time subarea time Rain- curve off abstrac- tration through names summation fall number tion subarea to outlet N Am Tc Tt ET P CN Q A m Q I . Ia/P < (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) .�� A 3 . DO r L, G ,v a Z6 1,, 17,E G, 18 0 a m. n. c.. G M cn Oo t f f t t t t t t t , t t t f t t t f f t t t From worksheet 3 From worksheet 2 From table 5-1 cr+ o Worltsheet 5b: Tabular hydrograph discharge summary Project noolc-pa(.,V- As50C, Location T �lo y(,At,__ - By Date fZ 00 Circle one: Present Develope A MLt-rQ Frequency (yr) )0 0 Checked Date Basic watershed data used V Select and enter h dro ra h times in hours fruia exhibit 5-M 2/ Subarea Sub- ETC Ia/P AmQ name area to �Z.7i ��•3 I?.`� 17,5 /?G /Z •� IZ•Yj ►Tj.0 �3;? 1 �, `� T outlet -Discharges at elected hydragraph times 7 ((fir) (hr) (mil ~ -in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A3 0,1rb ,OOZE ,G3 1,t 1 I�`l� 1, 3b 'RO 069 ,�� ,34f Z, z ,?_ . 17 • 16 a n 0 a C'7 FL 4r C 7 t9 to 00 Composite hydrograph at outlet i/ ilorksheet 5a. Rounded as needed for use with exhibit 5. T 2/ Enter rainfall distribution type used. 3� Hydrograph discharge for selected times Is A Q multiplied by tabular discharge from appropriate exhibit 5. Worksheet 6a: Detention basin storage, peak outflow discharge (qo) known Project rLp O bL 10 s1 L 5 5d L By Date Location 1 +'l D 1 L A h+ L41V t' Checked Date Circle one: Present A .3 Frt I It 00 I . O 77" ty�'', - ! La.k Dy l• I 1 I I 7 :.S 1 I - -- - nz .!. ... 1. --M _: -i-i .L_1_' Yam-+••.--r-`—ty� _ ICU ���o� zuvv 3�l.� 4 pDv Sao lSOvc� o - Detention basin storage C, V 1. Data: 6. s ILIv r �Z Drainage area ....... Am . GO ) mil Vr q Rainfall distribution (Use ° with figure 6-1) type (I, IA, II, III) qi 7. Runoff, Q ...... in 1st 2nd (From Worksheet 2) stage Stage 8. Runoff volume, V . ... ac—ft 2. Frequency ... ... yr t ID O (V •r - QAm53.33) 3. Peak inflow dis— ,.r 4. Storage volume, .OyS charge, qi .... cf s O I Vs .......... ac—f t (From Worksheet 4 or 5b) 1, (Vs _ V (Vs)) 40844 9 ,50 c 4. Peak outflow dis= ��� .G� r Vr charge, q° .... cf s 1� 10. Maximum stage, Emax l•30 (From plot) 5. Compute q° ` Z"r .40 1A OF "d i off' GERALD P. y BMSW 2nd stage qo includes 1st stage q0. STSUCTWM 10NAL (210-VI-TR-55. Second Ed., June 1986) D•7 Jos # (20LI^ (0 LOG#. ��`-t soxa DOCUMENT ri Ll O PAGE k 5� 2 V-V "gv w - , ..7 -"-', , �- — , !� ­0 ;rl" ,, '-"r t, - :�: ; W. 7v 3:?,3 F% BUILDING CODE , RE\/ I Ew AHBREV I A71 ONS A.F.F. — ABOVE FIN15W FLOOR TWE BUILDING AS DESCRIBED 5Y THESE DRAWINGS MEETS OR ALUM. — ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE APPO, — APPROVED APPROX STATE BUILDING CODE AS FOLLOWS: BRG. . — APPROXIMATE — BEARING BLK. — BLOCK . — C:PAPTER 314151(o BO.BLKG — BOARDBLOCKING BLDG. BUILDING USE GROUP F-1 MODERATE 14AZZARD C.B. CATCH BASIN ■ CLKG. CAULKING TYPE OF CONSTRUCTION 2C NON COMBUSTIBLE/ UNPROTECTED C.1, CAST IRON ALLOWABLE BUILDING AREA .331600 S.F. N/ SPRINKLER * CLG. CEILING PERIMETER INCREASE CTR, CENTERCL CENTERLINE ACTUAL BUILDING AREA 12,000 5P. a + (5,40D SF'W-V 7_v1,1N(Z 5F. C.O. CLEANOUT ALLOWABLE BUILDING HEIGHT 3 STORIES 50'-0" To7kL CLR CLEAR CLO. CLOSET ACTUAL BUILDING HEIGHT RIDGE CTD. — COATED C.N. — COLD WATER HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE COL. — COLUMN COMP. — COMPACTED CONC. — CONCRETE CONST. — CONSTRUCTION CPAPTER q CONT. — CONTINUOUS CONTR. — CONTRACTOR C.J. CONTROL JOINT FULLY SPRINKLED NITP ACCORDANCE WITH SECTION q04.0 CORR. CORRUGATED Cmp CORRUGATED METAL PIPE D.L. DEAD LOAD 68 , DET. DETAIL DIA. DIAMETER CPAPTER 10 REQUIRED PROVIDED DIM. DIMENSION — ON DOWN DR. DRAIN NUMBER OF OCCUPANTS N/R 25 DWG. DRAW ING NUMBER OF EXITS 2 MIN 3 D.I. DUCTILE IRON EA. EACH LENGTH OF TRAVEL 250'-0" MAX 110, E.W.C. — ELECTRIC WATER COOLER ELECT. — ELECTRICAL ELEV. — ELEVATION EQ. — EQUAL EQUIP. — EQUIPMENT E.F. — EXHAUST FAN CPAPTEIR 13 REQUIRED PROVIDED MST. — EXISTING E,J, EXPANSION JOINT 5 AM- U R U R EXT. EXTERIOR FT FOOT/FEET ROOF ENVELOPE .052 1q.23 .0 50 20 FIN. FINISH WALL ENVELOPE .077 12.901 .072 13.55 F.T. FIRE TREATED W, vo FLR. — FLOOR F.D. — FLOOR DRAIN Coo" caw FLOUR. FLUORESCENT (:PAFTER 1 (p FTG. FOOTING FDN. — FOUNDATION c GA. — GAUGE ROOF SNOW LOAD 35 PSF ZONE 3 GAL. GALLON ROOF DEAD LOAD 4.5 PSF GALV. — GALVANIZED 7w 1 7,' 4 N - G L. — GLASS ROOF SNOW DRIFTING N/A GR. — GRADE COLLATERAL LOAD 5 PSF GYP. GYPSUM It PGT. HEIGHT WIND LOAD 70 MPH ZONE 1, EXPOSURE 5 H.P.S. HIGH PRESSURE SODIUM I wtib.2 W.M. HOLLOW METAL vmom* , § - , - ' a' L ' SEISMIC LOAD PER SECTION 1612.0 WORIZ HORIZONTAL W'W. HOT WATER (at. 9 k*4wj HYD. — HYDRANT IN. INCH INCL. INCLUDING INFO. INFORMATION INSIDE DIAMETER OtlAw.PAW INSUL. — INSULATION INT. — INTERIOR Poe L W" wow INV. INVERT '0 ON I NG REV 1 EN I.P. IRON PIPE JOINT 9, JT. LAVATORY 04,10 THE BUILDING AS DESCRIBED BY THESE DRAPqING5 MEETS OR LAV, L.G.B. — LEACHING CATCH BASIN EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE LG. — LENGTH/LONG LOCAL ZONING ORDINANCE AS FOLLOWS: LT. — LIGHT LIN. — LINEAR — LIVE LOAD L.L. L.P.S. — LOW PRESSURE SODIUM M.W. — MANS-TOLE 4 PROPERTY I-OCATION 66 MCYLAN LANE AGAP4AM, MA. MAN — MANUAL M.O. MASONRY OPENING MAT'L — MATERIAL Fla ZONE INDUSTRIAL 5 MAX. — MAXIMUM MED. — MEDIUM KAT" ME=. — MEZZANINE i qxjraiT sit MIN, — MINIMUM misc. — MISCELLANEOUS ITEM REQUIRED PROVIDED M.R. — M015TURE RESISTANT 9 MTD. — MOUNTED -9: LOT SIZE 1.0 ACRE MIN 4.3% ACRES N.I.C. — NOT IN CONTRACT LOT WIDTH 150' M IN 463.671 Nom. — NOMINAL N.T.S. — NOT TO SCALE LOT DEPTH 256' NO, — NUMBER OFF. — OFFICE FRONT YARD SETBACK 75'-0" MIN . 132 O.C. — ON CENTER SIDE YARD SETBACK 25'-0" MIN 261-q" OPNIG. — OPENING — OPPOSITE I TIMP, REAR YARD SETBACK 25'-0" MIN 28'-0" OPP. 0-1). — OUTSIDE DIAMETER BUILDING SIZE 51000 S.F. 211400 5.F. OVWD OVERHEAD PTD. PAINTED BUILDING HEIGHT 2 STORIES 40' MAX 61-11 1/2 11 PNL. PANEL JUL 2 0 PERCENT COVERAGE 50% MAX 14.4% PART. PARTITION PERF. PERFORATED OFF-STREET PARKING I PER 1.5 EMPLOYEES 17 EX. + 33 NEW PERP. — PERPENDICULAR PLANNING 80ARD 33 EMPLOYEES +3 H.C. = 53 TOTAL PL. LAM. — PLASTIC LAMINATE PROJECT LOCATION OCUS FLAN PL. — PLATE OFF-STREET LOADING - I DOCK TOTAL . PLY. — PLYWOOD LANDSCAPING AS REQ'D P.S.F. — POUNDS PER SQUARE FOOT — POUNDS PER SQUARE INCH P.T. — PRESSURE. TREATED R — RADIUS OL GEN :) REF. — REFERENCE REINF. — REINFORCED R.C.P. — REINFORCED CONCRETE PIPE REQ.'D — REQUIRED CONCRETE BLOCK V400D TRIM RET. — RETAINING REV. — REVISE R.O.W. — RIGHT OF WAY RM — ROOM R.O. — ROUG14 OPENING BRICK PLYWOOD SAN. — SANITARY S.M.W. — SANITARY MANHOLE SCWED. — SCHEDULE SECT. — SECTION BATT INSULATION EARTH 9.5. — SERVICE SINK SEW. — SEWER SD . SWEET SDG. SIDING EN GI N EERI N G SIMILAR CONCRETE BLOCKING SIM. TH E III II III I I SQ. SQUARE ST. STL. — STAINLESS STEEL CAR STD. — STANDARD P L A NNI NG OR STL. STEEL STO. STORAGE GRAVEL STEEL ST. STORM .............. C O N S T R U C T I O N STRUCTURAL STR. SL STRUCTURAL LINE 5". — SYMMETRICAL TEMP. — TEMPERED RIGID INSULATION HALL NUMBER TWK. — TN C 0 M P AN Y S I N CE 1 9 55 TYP. — TYPICAL — UNLESS OTHERWISE NOTED U.O.N. U.G. — UNDERGROUND • ,o« Q DOOR NUMBER, VERT. — VERTICAL SECTION INDICATOR, V.T.R. — VENT TWRIU ROOF V.C.T. — VINYL COMPOSITE TILE N.C. — WATERCLOSET BUTLER ' ROOM NUMBER w.w. — WATER HEATER — WELDED WIRE FABRIC xx W.W.F. NEW ADDIT ION FOR I MOYLAN LN ■ AGAWAM MA 104 HIDE INTERIOR.., EVAT ION W/ WITH BUILDER WINDOW NUMBER WD. WOOD r+• 7a• r•,�. r.r + .� a rw gt. R i*.�s s� ara'-aa'.rF,TC. r- ?'�,, 4 "-,•' .. x .:, .' „F' wc'[i •�. w't ♦ r r. ti f nr 1°s `-' f' s W & < tM '. +• .§:. -w' ice, n , .: , ,m ,- [ r '°Y.�. -rw L c '+. Ts . r t'i'o _ ass .:"!��` • n. .. �r. ",t" r t .' };. y .pia• L�. `�Pi'`�.. "y�=.i ip7k`E w r < ^' u 3 . 1'1 'F r :.� r 'f R, 1r .. . . a. . '_ .•eW.. .'de K? w7 •- w'Yi•R .j Fes; L .n ♦ u' E + l �aY ... ���. r. 'fr. y. , .. �• 1Y d. .. .. r .. : .. "r . .. - .. �5 �I... . . ;.� .,.. a aa:.= � Y .. � W n c• t _: 1" .. .:. _ Yam' i t ow 7,AvAw locip w NEW SLOG EXIST BLDG OoO'-2"± 150'-0' 1001-0" " N/F RAYMOND P. 4 JOANNE LUCIA BOOK 5216 PAGE 1?4 BOOK 474�, PAGE 345 PLAN BOOK 1651 PAGE 62 [FIELD VERIFY] 20-0" 25'-0' 20'-0" ' r1 cc Ex1ST. PICNIC3.11 AREA W/ TIMBER �1` WALLS 4 STAIRS .. 2� TOP EDGE OF EXPANDED EXIST. DUMPSTER 25 REARYARD WATER QUALITY SWALE/ PAD EXPANDED / I SETBACK LINE DETENTION AREA 20'-0 xI0 -0 / PARCEL AREA ti v TOTAL CAPACITY 3200 c.f. FENCING N.I.C. 532-52,26 E — — — — — — - — 532 2,26E 4.35b ACRES Y 467.20' . _ ..r. . +r r? STONE SPLASH PAD COS DOOR PAD ❑ �� ` � N SEE DETAIL S1•IT L105 I F ` END OF o t ti CURB 9'X20' PARKING SPACES L , 71 (TYP OF 33- NEW) p; ,GONG DOOR / I SEE NOTE #2 W APRON 0 1 1 1 o 2 1/2' 51T CONIC N p N } I PAVING- TYP F c' Q (D po NEW ADDITION a NEW PARKING AREA �_ U) 00 FIN Ft EL-187.00' RESTRIPE EXIST. BLDG. H G PARKIN ADDITI AL _a J w N tO L ' In EDGE OF NEW W P... cc) FIN FL EL-187,0Cy PAVEMENT _ H.C. PARKING 51 TYP OF 3 cA i b` 1 N/F BERKSHIRE POWER CO. d CONC DOOR ��.►> PAD b► b f ` Lu ks 17 Vu 9' , q, q, q, q, A � n \, � �s1' b \ "PAVING 2.1/2'PAVING IG°R 51R Z fh l(} v Y >r _ w Z n W Z% © Sµ /► 7 z 0 \ l w z - dim 5'R END OF CURB o J Y TOP EDW OF Frx. DETENTION AREA \ ! i-rp N/F BERN GOODMAN ` TOT k CAPACITY - g500 c.f. C�° [ , f 0- BOOK 5185, PAGE 355 1 SEE DETAIL '.!F!T L1d5 Q ' PLAN BOK 282, PAGE 78 25' 51DEYARD TOP EDGE OF NEW DETENTION AREA SETBACK LINE � � 4 � \ � TOTAL CAPACITY � 5000 c.f. NOTES: = [c z EX15T SIGN W/ — p �ARDLIGHTS �_� — q is SITE PLAN INFORMATION TAKEN FROM SURVEY PLAN DONE � BY HERITAGE SURVEYS, INC.; P.O. BOX I-COLLEGE WIG4WAY __.. � }Q 4 } SOUTHAMPTON, MA.; (413)527 3600 Z 75' FRONTYARD ` Oti _ V*60 pb 9 D + DRAWING NO. 3563OLOI.DWG; DATED- 8-29-96 SETBACK LINE ` ` TOP EDGE OF REVISED: 4-23-4 EXIST SWALE REVISED: 9-23-96 EXIST. SPILLWAY ! 2, 17 EXIST PARKING SPACES + 33 NEW PARKING SPACES V + 3 W.C. PARKING SPACES- 53 TOTAL PARKING SPACES _ W p. � TOP EDGE OF � � } ` 3. SEE L106 FOR SITE LEGEND AND ADDITIONAL NOTES W - W 30' DRAINAGE EXIST SWALE ` . = w J OU EASEMENT O a N3 '28'47' 64.86' _ Lm12� j W TOP EDGE OF 86.42 N33 2B 47 W "``� aT ' n EXIST SWALE R'285 ° I"�OYLAN LANE ° 1 � 7f1 •EE 20' WIDE TOWN OF -0" +_fly p AGAWAM SANITARY 20 140 EASEMENT '' SEWER EASEMENT W M E'er "ry co V� ui a . as zao 2347. SITE PLAN SCALE:I'-30'-0" Liolc, FIL AN NMT14 TRUE NORT1 .�K• ' '_•cy r .n.. '['. .V"! ,a„'•�A,v x.. ".3' ° ' ,, n c u u,x •c"1A k E t .S + `'7' 9,, a ✓- N; , .. .. �� .r�"7ip?G. .. � _ i►, .. . .. .$n w.K v. �` :�. _ .1. ,^«a. � f''7. ,. 5. .:: .-.- . .. .. ,. ..a .. .. - ..... r - ..- '.. : .., .,. .. ., t • .'-hen *.� ',� - 9• nR �i• .r «� : / 1 � EXPANDED WATER QUALITY SWALEi f I DETENTION AREA EX.cz. TOTAL CAPACITY WW C.f. RIMwt63.26 �4r Zz \ NEW ADDITION co FIN FL ELw1E7,LW t F 0 \ EXIST. BLDG. RIMw18t 2r I ` Ix� w FIN FL ELw1a,7.00 N pe) \ EXIST. EL .G ~ In � E ELEC . ' � \ i' CI TO HY-O" \ BEYOND FDN J EX GAS MA V r \ DX 4" DOWNSPOUT TIE-IN \� TYP OF S D\ ``.>, f I EX ROOF DR N 1 I ! ! Q NEW 4' DOWNSPOUT TIE-IN \ � 12' TYP OF 4 l(} R R i' �'Rp i� i' RD L} WIN YARDLIGI4TS pej 1 W — TYP OF 2 SAN ��AN--�---- j IX C.B. rnw ! Z rI \ Ir �- NEW i"n{.'xi-/ m \ EX YARDLIGMITS in SADDLE- PROVIDE 1 W Z w I YP OF 2 EX B' GRADE LEVEL C.O. 1 ` 1,c 12' 1 F Z Z {n W O ♦ . . \ NEW SAN SEWER EX HYDRANT J O U a ♦ i' PVG-'MUST BE M/R� I RwPRAP �� Z \ THAN 10 FROM rtDN \ C�-1 W � U U? � IFlV-1SO.i7 / ) � Z W/ RIPRAP 1 0 r ' EX � `�� \ � . 1NV.1E2.1� 1 a- ♦ ♦ \ 0CIST DETENTION AREA • 46M C1F � � � � \ \ 1 i NEW t2� / 0.5>< I Q INWtEO I \\ INV•1A2. ` W/ R DUCER EX 12' /_ �_ �.,� 1 EX II TGO C�\ W/ R1PRAf7 SIGN LIC44TS Ex w ♦ — R�PRA�A WATER MAIN INI/ 1 S Z 7ct.75 T b \ I NEW DETENTION AREA I — / TOTAL CAPACITY SM c.f. ♦ i '�}` (2) EX D Mm. y Z ♦ / � I rII WAIT M.N. , � = 3 W. \ INv-I so — V a= EX 12' 1".54 W/ i' REDUCER EX i` SAN SEWER h \ EX PAVED SPILLWAY IF-- NEW M'a Z.o% 1 NOTE: — (� _ — LLJ _ \ 14 oc � PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR _ Y C' INV-1W.00 -� DRAINAGE LINES, THE CONTRACTOR/ OWNER 5NALL CONTACT S K/ RIPRAP �- THE TOWN OF AGAWAM'S ENGINEERING DIVISION AT __.. _" Q J 44/1 Tax w we ! _ 14131 786-0400 EXT. 275. W w J-J TmMAR �� i � ST . INV-17�.10 _ NO PIPING/ APPERTENANCES WILL BE INSTALLED OR _ — - V >w BACK FILLED W1TPERMISSION = O Dt � R1pRgp ` F LLED NOUT OF THE DIVISION. W� L'III wpvr. �. aF WATER MAIN � MAN �� W--�._ —� .ter "-�.�'AM— �CEX 10"fVG � ®( c —SAN--- -•-- —_SAN-- --0.� �W� '. r` 5 1 i dt in2i DRAINAGE STRUCTURES zmc°� NUMBER TYPE DIAMETER RIM ELEV INVERT ELEV FRAME HT COVER ELEV SUMP EL PIPE SIZE 2-M7 GB-1 GAS TRAP C. BASIN 45' 184.75 SW IN.17 4' 184<09 177.08 5W 12" SITE U71LITY FLAN SGALE:1'-30'-0" TRUE NORTHL102 . 7FT, 'IT TA �-% i 'c '-" 4R � _ -V' r " . I All/M 11:29 AM ON 7, owl woo 165.50 owl ............ EXPANDED WATER QUALITY SWALE/ 184 DETENTION AREA Ex c.m.-_----cl ltb TOTAL CAPACITY 3200 c.f. - _ --464 .34/ No _ _ Ll SURFACE FLOW DIRECTION LO INEW ADDITION 00 FIN_FL M.-157.09' r Ix SUM DR w RlMml82.83 1 ' J FIN FL F-L- Lf) ir) + LO - 185 as 0 .11 w Z T_ as o —lea— _j 0 XRIM- w il V) IbB. IM 75 z 0 'F- K/ RIPRAP a. MST DRfiRTION AREA - %W CF Nl� 152—A 181 JIM Z IW-152 _ - K/ Rl=� 0 two, 1 1 a LZ ' 7411.1 NEW DETENTION AREA _ —`/ / // ` TOTAL CAPACITY - 5= c >_< z + 3:NEW (L 1w. w om: W' A, LJ_J _3 0 00 M.30 ..112+ i7q.lv� LJ 0 0 0 co a ,� • - � � 2347 � �07 - NEW DETENTION SITE GRADING FLAN SCALEd'-30-0111 �� n- :z.`s TRUE NORT14 PLAN P*MTW '-.:.. w .A -. .,. '. r: .,-.:. T _3_. •i?. . 4 7+ ' — t'Ps' '.NY'+ )Rr Y'r - OM 111 d/0o 2:3o PM .y y REMOVE SALVAGE 4 REPLANT C83 WIRE PINE NEXT TO PROPERTY 33 EXIST OAK5 LINE FOR CONSTRUCTION OF WATER ♦ l QUALITY SWALE/DETENTION AREA [N.I.C.I EXIST. PICNIC rAREA W/ TIMBER WALL5 4 STAIRS , ♦ ♦ ' TOP EDGE OF EXPANDED EX WHITE PINE WATER QUALITY SHALE/ / DETENTION AREA r . cl I n STONE SPLASH PAD / , d X' Li REPLANT [4] SALVAGED , ' I FRUIT TREES {N.I.C.] t A (D � NEW ADDITION t`� � r co FIN FL I?k.-1a7.W � ` I \ EXIST. BLDG. I I W W o0 FIN FL EL-1b7,OV I t J O to Lr) N L , ❑ 0 l I r j M - 9''�� 000 �-- MAINTAINED LAWN ----; 1 I m \ d \X� EXIST PLANTING BED H/ ARBOR VITAE 0 \ DOWN SPOUTS 4 MIXED \ \ PERENNIALS BETWEEN I I I Z4 000 000 000 10 ®0000 . 0000 0000 D0 { z v I v 0 I 0) M \ _ t ° MAPLE I W Z 0 0 P + -MAINTAINED L.Ai�I — I r ? Z V y NEW PLANTING BED TO \ I C� Q z z Q MATCH EXISTING [N.I.C,] LIMIT OF MAINTAINED LAWN W LL U in a. NEWMAT PLANTINGS H EXIST N.I.C.] \ \ 183r \ I —MAINTAINED t� — ` \� \ -* -MAINTAINED LAWN 4 I \ f \ j TOP EDGE OF NEW DETENTION AREA Y MAPLE a _ FILE EXIST SIGN W/ TOP EDGE OF EAlTr ` APL.E/ p — DETENTION AREA ` CIA TOP EDGE OF r gg / ( EXI5T SWALE y w ` TOP EDGE OF I ` W = w J O EXIST SWALE 4 i �` _ = w 0 0 UJ 0 TOP EDGE OF EXIST SWALE _ ° o� [n 93 NOTE: ALL PLANTINGS EXISTING UNLESS 1 OTHERWISE NOTED NOTE. ALL NEW PLANTINGS BY OWNER VLJ 7-7 2U7 SITE LANDSCAPE PLAN ti L104 i t « r ♦ •, .w ♦,. . .. a ,. ,.. — .. . ..,. .. . '.a. .. 3 «.' aR, -,x lh 7w • t - r T• SEE DRAINAGE STRUCTURE SCHEDULE FOR DIAMETER, FRAME DEPTH, DRAIN L.. PIPE REQUIREMENTS RIM, COVER, INVERT, AND SUMP ELEVATIONS TYPE 'F$ CATCH BASIN FRAME CL z, o AND GRATE AS REQ'D — SET 21. AND SURROUND FRAME WITH La MORTAR kIM ELEVATION BRICK COURSES AS REUD TO COVER ELEVATION PROVIDE PROPER RIM ELEVATI ' FINAL COMPACTED GRANULAR �p • . FLEXIBLE BUTYL JOINT SEALANT BAGKFiLL w ' j ETYP] Q > — —� INITIAL GRANULAR BACKFILL y DRAIN PIPE AS NOTED - SEAL Z JOINT W/ MORTAR PROVIDE p 'GAS TRAP' TEE W/ TOP END CAP AS 5HO14N AT OUTLET ONLY �=' �' a o 0 0 0 Q + p� SANITARY SEWER PROVIDE 4'-0" INVERT OUT ELEVATION r H MIN COVER Q s o o o 0 0 w PRECAST CONC CATCH BASIN Q' Z 14AUNCAING 15EE NOTE 3] ' ur o o o 3'-0"x B' THK. 3/4'TO I.I/2' -� M p o 0 0 0 0 3/4" CRUSHED STONE BEDDING WASHED STONE rn y� E WRAPPED W/ NON-WOVEN FABRIC y W � 0 0 0 0 0 0 0 0 0 CSEE NOTE 37 T.OrW.w 187.00' w o 0 o a 0 0 0 0 0 0 PLASTIC LINER , a o 0 0 0 0 3/4" CHRU544ED STONE BASE $ e ° .,• /c;`�'�TTS ` k , 1 " TOPSOIL o ° cc SUMP EL ATI MIN I ELEV.-IB5.00' @BOTTOM III I _ M UNDISTURBED SOIL NOTES-. OFSWALE l I1=11 II I. THE INSTALLATION OF PVC SEWER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD D-2321 M , , , 00 2. THE EMBEDMENT MATERIAL 5HALL BE 3/41 CRUSHED STONE of leDIAMETER 6 I I l I I 6 I " Ik I , , ♦ I WW N ,r, 3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE BEDDEING AND HAUNCHING FILL .. '. , , � � 4. GEOTMILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER m K) M T_ IF— GAS TRAP GATCP BASIN DETAIL— SANITARY DRAIN. SPLASH PAD DETAIL NOT TO SCALE NOT TO SCALE SCALE5/4':l'-p".— Z O W Z -W Z Z (f) U Z J o ? u j Q_ (!) 0 < F-- (L Q r O Z} z3 ' — U o= L) uj jg ww W — aJ Jo f 4 1/4 HIGH CAPE GOD 5TYLE BIT CONC CURB BIT CONC PAVING (5EE II_0I r PLANS FOR.THICKNESS) Y FINISH GRADE •' �D CAMP GRAVEL BASE o ' w CURB DETAIL s 2U7 SCALE: I 1/2"-l'—Ow "wo 7777- 7 ew.­ 114 7 mm el 11*0 AM SYN50L LEGEND y _ - -� - 517E NOTES SITE NOTES CONTINUED ' 0 EXISTING CATCI4 BASIN GENERAL SEE DRAWINGS 1_101 FOR SITE PLAN PLANTING SET PLANT MATERIAL IN PLANTING PIT. TO PROPER GRADE AND ALIGNMENT. PROPOSED CATCH BASIN SEE DRAWINGS 002 FOR SITE UTILITIES PLAN SET PLANTS UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR V15TING LEACHING CATCH BASIN RELATIONSHIP TO EACH OTHER OR ADJACENT STRUCTURES lodTI4 SAME RELATION SEE DRAWINGS LIOB FOR SITE GRADING PLAN TO FINISH GRADE AS BEFORE TRANSPLANTING. (a PROPOSED LEACHING CATCH BASIN SEE DRAWINGS L104 FOR SITE LANDSCAPING PLAN NO FILLING SHALL BE PERMITTED AROUND TRUNKS AND STEMS OF PLANTINGS. EXISTING HYDRANT WITH GATE VALVE SEE DRAWINGS LIOS FOR 51TE DETAILS BACK FILL PIT WITH PREPARED PLANTING MIXTURE FILLING AND TAMPING PROPOSED HYDRANT WITH GATE VALVE UNDER AND AROUND ROOT BALL TO FILL IN ALL VOIDS, ASSUMED SOIL BEARING CAPACITY: 4,000 P.S.F. = PROPOSED POLE MTD LIGHT REMOVE OR FOLD UNDER BURLAP OR POLY AND ROPE FROM TOP HALF OF ROOT L. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 31000 P.S.I. 0 28 DAYS BAL T PROPOSED GROUND MTD LIGHT U.O.N. AFTER PIT WAS BEEN BACK FILLED 2/3RDS COMPACT SOIL, THEN WATER EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE- POOL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK, THOROUGHLY, AND ALLOW TO SETTLE AROUND ROOT BALL, COMPLETE BACK FILLING FORMING A RING OF 501L AROUND EDGE OF EACH PLANTING PIT TO PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL FILL 4 5ACKFILL FILL AND 5ACKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 8* IN DEPTH. HOLD WATER, MULCH AND THOROUGHLY SOAK. WRAP AND/OR STAKE DESIGNATED TREES 1> EXISTING FLARED PPE END FILL AND BACKFILL SHALL BE COMPACTED TO 46X OF MAXIMUM DENSITY OF AFTER PLANTING, PRUNE BRANCHES OF DECIDUOUS STOCK TO BALANCE LOSS Do PROPOSED FLARED PIPE END OPTIMUM MOISTURE CONTENT. OF ROOTS IN SUCH A MANNER AS TO PRESERVE NATURAL CPARACTER Ep GRAVEL BASE PROVIDE A fil THICK BANK RUN GRAVEL BASE UNDER CONCRETE APRONS 4 PADS APPROPRIATE TO PARTICULAR REQUIREMENTS OF THE PLANT, EXISTING 'CONCRETE CULVERT or GRAVEL SHALL BE COMPACTED q5% OF MAXIMUM DENSITY AT REMOVE BROKEN DAMAGED AND ASYMMETRICAL BRANCHES AND SUFFICIENT (31 PROPOSED CONCRETE CULVERT , , OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 24' MIN. AT DOOR PADS ON NORTH FACING WALLS. OTHER GROWTH TO ENSURE WEALTHY AND SYMMETRICAL GROWTH OF NEW WOOD ON DECIDUOUS STOCK. PRUNE EVERGREENS ONLY TO THE EXTENT OF REMOVING 0 EXISTING SANITARY MANHOLE CONCRETE APRONS SEE FOUNDATION DRAWINGS 5101 THRU S104 FOR ADDITIONAL CONCRETE APRON 4 BROKEN OR DAMAGED BRANCHES. 4 PADS PAD LAYOUTS AND DETAILS 0 PROPOSED SANITARY MANHOLE ALL SHRUBS AND TREES SHALL BE FREE OF DISEASE AND INSECTS. SHALL APRON 4 PAD CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH NOT HAVE ANY BROKEN OR DAMAGED BRANCHES AND SHALL BE OF THE BEST D4 EXISTING GATE VALVE Its ell OF 3,000 P.S.I. @ 28 -DAYS. POSSIBLE QUALITY FOR ITS SIZE, SHAPE AND CLASS. D4 PROPOSED GATE VALVE FINE GRADE AND SEED ALL DISTURBED AREAS OF CONSTRUCTION. CONCRETE APRONS AND PADS SHALL BE REINFORCED USING I 3 CAPPED PIPE END LAYER OX(po-HIAXW1.4 W.H.F. REINFORCING MESH. cl U , ALL LANDSCAPING BY OWNER -0,43 CAPPED PIPE END W/ GTE VALVE ISOLATE APRONS AND PADS FROM FOUNDATION WALLS AND 'PIERS ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY USING 1/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JOINT FILLER. ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED ocy EXISTING UTILITY POLE A T's APRONS AND PADS SHALL HAVE A FINE BROOM FINISH WITH 31 IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. owl PROPOSED UTILITY POLE C14 TROWELED EDGES U.O.N. HANDICAPPED PARKING SPACE (D APRONS AND PADS SHALL HAVE TOOLED CONTROL JOINTS AT A r 00 MAXIMUM SPACING OF V-00 O.C. U,O.N. TEST. PIT fl*_ 00 w BIT PAVING, BITUMINOUS PAVEMENT SHALL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2' OR DTX TRANSFORMER PAD 0 N CURBS 2" THICK BASE COURSE OF MASS, STATE D.P.H. CLASS I "BINDER" MIX AND 11 J Lo to THICK TOP COURSE OF CLASS I "TOP MIX'. [SEE SITE PLAN FOR TOTAL PAVING TREE LINE DEPTH] n PROPERTY LINE r- BITUMINOUS CURB SHALL BE MACHINE FORMED USING MASS, STATE DPW, CLASS I "DENSE" MIX. SEE CURB DETAIL. EASEMENT LINE 41 SPLASH PADS PROVIDE CONTINUOUS V-00 HIDE X 8' THICK 5PLA514 PADS USING 3/4" - 1 1/2' -EL- EXISTING ELECTRIC SERVICE WASHED STONE. SEE DETAIL ON SHT L105 _EL— PROPOSED ELECTRIC SERVICE Z DRAINAGE SEE DRAINAGE STRUCTURE SCHEDULE AND DETAILS FOR ADDITIONAL -E- - EXISTING SITE ELECTRIC 0 STRUCTURES INFORMATION. DRAINAGE 5TRUCTURES SHALL BE REINFORCED PRECAST 0 F- Lj) CONCRETE. 0 —E— PROPOSED SITE ELECTRIC z U Lo DRAINAGE PIPING DRAINAGE PIPE SHALL BE SET AT A 0.5% SLOPE U.O.N. 0?-T- EXISTING TELEPHONE LINE z r�_ c) ROOF DRAINS SHALL BE SDR 36 PVC SEWER PIPE WITH PUSH-ON GASKETED PROP05ED TELEPHONE LINE LLI z uj o JOINTS. PROVIDE FITTINGS AND CLEANOUTS AS REQ`D. < Z STORM DRAINS SHALL BE CORRUGATED SMOOTH WALL POLYETHYLENE SEWER EXISTING WATER LINE Z _j 0 Z PIPE WITH SPLIT COUPLING5. PROVIDE FITTINGS AS REO'D. PROVIDE FLARED Lu D_ 0 O END SECTION5 AS INDICATED ON THE SITE UTILITIES PLAN. • PROPOSED WATER LINE. --G- EXISTING GAS LINE SANITARY SEWER SHALL BE SOR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED 0- JOINTS. SET AND BED PIPING IN ACCORDANCE WITH MUNICIPAL D.P.H. PROPOSED GAS LINE STANDARDS. SEE DETAIL ON L105. < -SAN- - EXISTING SANITARY SEWER LINE >1 —SAN— PROPOSED SANITARY SEWER LINE = cz 0 f -5T- EXISTING STORM DRAIN LINE cj ----ST PROPOSED STORM DRAIN LINE z >_< PROPOSED CULVERT LINE z 3: 0 < —RD-- PROPOSED ROOF DRAIN LINE a-0 --SD_ PROPOSED SLOTTED DRAIN LINE C)m: uj PROPOSED FRENCH DRAIN LINE =J _ 0 ui _j _ID_ PROPOSED INFILTRATION DRAIN LINE LLJ_j _j 0 260 EXISTING CONTOUR LINE bu �- n 320 PROPOSED CONTOUR LINE DIRECTION OVERLAND HATER FLOW + 461,01 EXISTING POINT ELEVATION + PROPOSED POINT ELEVATION co 83 2347 . 82 L106 +.•'efr;m'ae• 'y e„a, r 's,�- y i 'rpra Rs}-r i y d ^MP'`' e•ey +F+ K`}+T� grac w k.,. r '1rt 3, r nry ?' t >• .,L �'[' r; r 1[, 7 !' K r „ 'i•+s, .,a ... T7i"'-"" "� :'r=' _ y AG T` .#' k' .r. E ! . F z 7M .E" .r +.1.. • T re' x .a . -+. .. .. .. - .. .. .r .. -.. '}.. •%t;r ... • f .ar s �. k S. 9.•....L l.- 'Y'° .. M' '. .. _ S. " L .. ! ,f• 4. r„ w r x 'ram'.4> ';, :.. --' '•' r -V i .PY :' .' y __ '- - - - .r .. - - .. - , - _ _ - - - ' - . , DwC 7/19/00 I!t 44 AY t ND Zb GA FACTORY PAINTED STL 11 3=XT HM DOOR W/ VISION LITE 2 BR-I1 WALL PANELS W/ 4' PSK FACED GLASS FIBER INSUL 3 �'4 1 �' 4 12 EXISTING BUILDING, F 24 GA ALUM ZINC ALLOY COATED 4 STL MR-24 ROOF SYSTEM W/ 6" OF PSK FACED GLASS FIBER INSUL 13 8" PLAIN LIG 4TWEIG14T PAINTED ACCENT CONIC BLOCK 3 CONTOUR SAVE GUTTER e Q AND DOWNSPOUT CTYP] 14 8' SPLIT-FACE CONIC SLK G O O U LINE OF FIN15N FLOOR 15 6X4 ALUM FRAME WINDOW CTYP OF b] lam IL- iT�i I 1, 1111111HIMI OUTLINE OF FDN BELOW GRADE v 4 - -- --- -- ---- -- , �- - � � w -� � - � � _ � .-� �� - -- - - - _ - - - - _ _ _ - - - - - � ; � � � _ - � - _ � � 6 GRADE LINE 5 6 9 10 30X'T' NM DOOR [TYP OF 23 li15 -J 4 7 CONC FILLED STL PIPE BOLLARD 1 AS� ELEVATION 0 a'-24aF-10 O.H. DOOR W! � ,f '[23 VISION LITES ` SGALE:Il5"-I'-0" ,.. Q3 10 6X3 ALUM FRAME SLIDER WINDOW [TYP OF 23 , be L Lo 7 5 3 2.q 2 .� �1 EXIST BLDG NEW BLDG �kJ W n 00 Fes- a to � ca m M n r- Wk__1 Z O V Z U If) w Z O _ Z -7 U) W o zoZ U o z Q Wr1 � Z } ° ' a 12 - _ cj n Z� SOU7H ELEVA71ON = � z Q Q SCALE 1/8"�1'-0" _ O = a.a.0 V O= w _ J — J LLJ 1 2 2.9 3 5 (� 7 o" NEW BLDG EXIST BLDG L'-� 2� E-tr7 Q ' ca . . . . . . . . . . . . . . . . . F • i aQ w • HHzJ � 13 12 14am- 15 3 NORTH ELEVATION 2347 A102