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8026_SITE PLAN- UNITED INDUSTRIAL SERV.- ALMGREN DR. Sike lOn Un� 1-ecQ IV)Justrl-4 Sergi �l . f � • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: April 13, 1999 DATE RECEIVED: April 1, 1999 DISTRIBUTION DATE: April 1, 1999 PLANNING BOARD MEETING DATE: April 15, 1999 APPLICANT INFORMATION 1. Name of Business: United Industrial Service, Inc. Address: 209 Main Street, PO Box 380, Agawam, MA 01001-380 2. Owner: Eugene Reopel, Trustee of E.A.R. Realty Nominee Trust Address: 209 Main Street, Agawam, MA 01001 Telephone: (413) 789-0896 3. Engineer: Gerald P. Berson Address: 35 Lee's Lane, Longmeadow, MA 01106 Telephone: (413) 567-0793 PLAN REVIEW Scale: 1"=30' Date: December 20, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 19,780 sq.ft. manufacturing facility in the Agawam Regional Industrial Park. Site Plan Review Page 2 Description of Site: Site is a 3.77 acres site located on Almgren Drive within the Agawam Regional Industrial Park. Site slopes to the south and east. There are no wetlands on the site, though one of the park's drainage swales runs along the frontage of the parcel. Provision for Traffic Flow: The site is accessed by a curbcut on to Almgren Drive located on the eastern side of the property. An approximately 24' wide driveway runs along the eastern property line. Parking: Thirty-eight (38) parking spaces are shown. Using the Parking Guidelines, a service industrial building should have one (1) parking spaces for every 500 sq.ft. of gross floor area. This would result in forty (40) parking spaces. Drainage: Site drainage is being accommodated by a detention basin which raps around the west and north side of the site. A smaller basin is also located in the north- east corner of the site. The drainage system must be approved by the DPW. Public Utilities: All utilities are shown on the plan. Landscaping/Screening and Buffers: Plantings used for screening, should be shown closer than 10' on center (i.e. arborvitae used for screening the loading docks). Sign Location: Q.K. Exterior Lighting: More detail regarding the lighting must be provided (type and intensity). Rendering or Elevations: Colors and textures must be provided. Dumpster Location: The proposed dumpster must be enclosed and screened. Height and type of fencing must be provided. Other Comments or Concerns: During a site visit on April 14', it was observed that there is much activity on-going at the site. No erosion controls have been installed along the drainage swale. All erosion controls must be installed prior to continuation of work. • 0 A TOWN OF AGAWAM 36 MAIN STREET AGA4 .�1NL NIASSACHL°SETTS 01001 J y Tel. 413 86-0400 X*. .� N April 27, 1999 PV �'- Eugene Reopel United Industrial Service, Inc. 209 Main Street P.O. Box 380 Agawam, MA 01001-380 Dear Mr. Reopel: At its duly called meeting held on April 22, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "New Building For: United Industrial Service, Inc., 120 H.P. Almgren Drive, Agawam, MA" prepared by The O'Leary Company and dated December 20,. 1998 with the condition that the comments contained in the memo prepared by the Engineering Department and dated April 15, 1999 are addressed. Thiee.(3)°sets of the revised plans are to be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0406, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Building Engineering O'Leary Company File r i y y� �� ROFFICE MEMORANDUM Mp To: Planning Board CC: File, MCC From: Engineering Date: April 15, 1999 Subject: Site Plan-326 - United Industrial Service, Inc. - Almgren Drive Per your request of April 1, 1999 we have reviewed the above referenced plan entitled, "New Building For: United Industrial Service, Inc., 120 H. P. Almgren Dr; Agawam, MA', prepared by the O'Leary Company, scale 1"=30', dated March 31, 1999, and we have the following comments: 1.) The plans require a stamp and signature from a registered Professional Engineer. This should include a statement from the Professional Engineer to the effect that there are no "special wastes" or other wastes requiring review by the D. E. P. /City of Springfield. 2.) A storm drain permit must be submitted to the Town of Agawam. 3.) The I 0-year storm calculations for the proposed conditions are missing. Also, the correct 24-hour rainfall amount for this storm should be 4.6" not 4.5" (not necessary to change calculations based on 4.5")- The calculations for the 2, 10, and 100 year storms using the existing conditions need to be submitted. These calculations are needed to determine if post-development runoff is less than or equal to the existing conditions (impervious area >25%). 4.) The outlet detail for DB-i on page L 105 has an incorrect elevation of 192.5 for the invert of the 12" drain basin. This elevation should be below the invert elevation of the PVC pipe upstream to allow for positive outflow. I - gr69 2 SP 326 April 15, 1999 5.) All pipes exiting any detention basin should be at least 12" in diameter with a 4" minimum control opening. This will reduce the chances of any blockage occurring inside the pipe. 6.) The sanitary drain detail on page L 105 should conform to the Town of Agawam's standards. A copy of this standard is attached to this memo. 7.) Show the 6" water main as ductile iron class 52. 8.) The number of parking spaces is adequate for this site. 9.) The calculations for the siting of the 24" R.C.P. culvert on the south west corner of the site should be shown. A detail of this culvert should also be added. If you have any questions, please do not hesitate to contact our division. Sincerely, -, ACS T. Daley, P.E. Town Engineer h:lpngineex\siuplan�sp326 2.wpd T�- I i oe to _ COMPACTED GRANULAR o cu BACKFILL AS APPROVED U w BY THE ENGINEER z INITIAL BACKFILL c W m 44QQdQ� b' a .. cu D/2 < Lj SPRING LINE OF PIPE Q � �z D/2 R HAUNCHING W (SEE NOTE 3) Lu M 5' u BEDDING (SEE NOTE 3) N/v�.• v CRUSHED ST13NE AS ORDERED BY FOUNDATIDN THE ENGINEER NOTES: L THE INSTALLATI13N OF PVC SEVER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD D-2321 2• THE EMBEDMENT MATERIAL SHALL BE 3/4'CRUSHED STONE 3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE BEDDING AND HAUNCHING. 4. GEOTEXTILE TO BE USED VHERE AND AS DIRECTED BY ENGINEER. TRENCH SECTION N.T.S. DRAWN BY: VRK PROJECT SHT. NAME SHT. NO. DATE: 2-2-99 TOWN OF AGAWAM SEWER DWG. NO.: I CONSTRUCTION STANDARDS TRENCH SECTION APPROVED BY: JM • i 9� TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 h Tel. 413-786-0400 . 1 � MEMO AM TO: ]ding Inspector, Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: April 1, 1999 SUBJECT: Site Plan -United Industrial Service, Inc. - Almgren Drive Please review and continent on the attached Site Plan for United Industrial Service, Inc. on Almgren Drive prior to the Board's April 15' meeting. Thank you. CRCIDSD:prk AG WAM PLANNING BOARD 71 RE Form D - Application for Site Plan Approval Please colllplutc lire fallowing fontr and rehinr it and 10 copies of the Site Plan to: Abawain Planning Board Office of Planting and Community Development 36 Main Street Agawam, MA 01001 1. Narne of Dusiness United Industrial Selvice , Inc_ 209 Main Street/P. 0. Box 380 Address Agawam, MA 010 01-3 8 0 Eugene Reopel 2. Marne of Applicant/Owner ustg. -, -E.A. R. Realty NQminef: Tru t 209 Main Street Addfuss - Agawam, MA 010 0 L- -- _ '!'elel3fronC ----••---•----._..�.J.3=_Z$.9__4�2�i._ J. Hanec of Engineer/Archilcet Cgr aLd..-_P.`__3 e r s Qn 35 Lee ' s Lane Address - Longmeadow_,_MA 01106 Telephone 4. 1'le„tic give; a brief description of the proposed project: . Construct a new 19 , 780 square foot facility with two drive-in doors , two dock doors , and adequate off-street parking. Itvv. 2/14/9 f • THEIIIIIIIlill1111111111f11111111111111f11 ENGINEERING O'LEARY PLANNING CONSTRUCTION 11111111111111COM RAN Y SINCE 1955 April 16, 1999 Ms. Deborah Dachos Director of Planning& Economic Development Town of Agawam 36 Main Street Agawam, MA.01001-183 7 Re: United Industrial Service--120 Almgren Drive Dear Debbie: As you are aware, The O'Leary Company, Inc., will be constructing a new facility for United Industrial Service on the above-referenced lot. Due to the topography of this lot, there will be approximately 8,000 to 10,000 cubic yards of excess fill material that needs to be removed prior to the actual installation of building foundations, utilities, etc. I am writing to request permission to commence the earth removal process prior to the rescheduled planning board meeting of April 22. We would like to proceed with this work Monday, April 19, or Tuesday, April 20. Please review this request with you fellow board members, and let me know what your decision .S. Th nk- you for you: cooperation and assistance in this matter. Very truly yours, THE O'LEARY COMPANY, INC. n ram . si;la Michael E. Byrnes Sales & Project Manager APR 1 6 1999 lmk , PL .� THE O'LEARY COMPANY, INC. BUTLER MAIL ADDRESS: P.O. BOX 377. SOUTHAMPTON. MA 01073-0377 ® CORPORATE HEAOpUARTERS: 37B COLLEGE HIGHWAY, ROUTE 10. SOUTHAMPTON, MA 01073 BUILDER TELEPHONE: 413 527-1360 - FAX 413$27.2499 ` MOM, - , r N LIY�t . i ARCA •• i:i1�i1 NO, J I i. r<� .ram• anal Y /■ A N WM�. FOR TO M6PATF TIME AM p q 1 3: o M H FROM AIqEA dOCIE Q OF NO. N EXT. E E ` M s E s A M G E SIGN PHDNEII BACK❑ C:T RNED WANTSU WILL CALL El CALL URGENT 413 527 2499 04/16/1999 13: 54 413-527-W THE OLEARY CO PAGE 01 THE III€IIII11110IIIIIIIIIIIIIIII11111IfII ENGINEERING Q'L..EARY CONST U CCtNSTRUCTION IIIIIIf1111111COMPANY SINCE 1955 April 16, 1999 Ms. Deborah Dachos Director of Planning& Economic Development Town of Agawam 3 G Main Street Agawam, NI,A. 01001-1837 Re: United Industrial Service--120 Almgren Drive Dear Debbie: As you are aware, The O'Leary Company, Inc., will be constructing a new facility for United Industrial Service on the above-referenced lot. Due to the topography of this lot, there will be approximately 8,000 to 10,000 cubic yards of excess fill material that needs to be removed prior to the actual installation of building foundations, utilities, etc. I am writing to request permission to commence the earth removal process prior to the rescheduled planning board meeting of April 22. We would like to proceed Nvith this work Monday, April 19, or Tuesday, Apri] 20. Please review this request with you fellow board members, and let me know what your decision is. 'thank you for your cooperation and assistance in this matter. Very truly yours, THE O'LEARY COMPANY, INC. Post-It*Fax Note 7671 94716/99 page-► 1 Tyebbie Dachos F91pce Bxrnes Michael E. Byrnes ro,,oBp►. co, Sales & Project Manager Pho�s n Phone F Fax(t l mk r p TI-1e O'Llff-"Y CONIFDANY. INC �U/LE MAIL ADORESS: P,0. aOX 377. .SOUTHAMFTTON. MA 01073_037 7 0 COR=C)PATE HEA00UARTER5: 375 COLLEGE HIGHWAY, MOUTE 1C), 50UTHAMP"Y0N, MA 0i073 BUILDER 7ELEPHbNE: 413 527-136o - FAX 413 527.2499 THEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlll ENGINEERING PLANNING O'LEARY CONSTRUCTION IIIM11111111COMPANY SINCE 1955 /-Z C March 3 0, 1999 Mr. Dominic Urbinati Town of Agawam Building Department 36 Main Street Agawam, MA 01001-1837 Re: United Industrial Service Dear Nick: We are planning on constructing a building on Almgren Drive in the industrial park in the near future. The lot is located between Renz American and Specialty Nut & Bolt. Based on our calculations, there will be about 9,500+1- cubic yards of excess earth on the site. Since we have a project in Chicopee that requires this much and more fill, we are requesting permission to truck this fill to that site. We would like permission to start removing this fill the week of April 5, and as you probably already know, we are schedule to be at the April 15 planning board meeting for this project. Thank you for your cooperation. If you have any questions, please call me. Very truly yours, THE O'LEARY COMPANY, INC. Cl Gregory Sickler � Construction Division Manager lmk cc: Mr. Randy Conklin Mr. Brian Hill Mr. Tom O'Connell Mr. Ted Boulais THE O'LEARY COMPANY, INC. BUTLER MAIL AOORESS: P.O. BOX 377. SOUTHAMPTON, MA 01073-0377 ® CORPORATE HEAOQUARTERS: 376 COLLEGE HIGHWAY, ROUTE 10, SOUTHAMPTON. MA 01073 BUILDER TELEPHONE: 413 527-1360 - FAX 413 527-2499 r TowN OF AGAWAM O�� 9 INTEROFFICE - -_ MEMORANDUM To: Planning Board CC: File, MCC From: Engineering Date: April 15, 1999 Subject: Site Plan-326 - United Industrial Service, Inc. - Almgren Drive Per your request of April 1, 1999 we have reviewed the above referenced plan entitled, "New Building For: United Industrial Service, Inc., 120 H. P. Almgren Dr; Agawam, MA', prepared by the O'Leary Company, scale V=30', dated March 31, 1999, and we have the following comments: 1.) The plans require a stamp and signature from a registered Professional Engineer This should include a statement from the Professional Engineer to the effect that there are no "special wastes" or other wastes requiring review by the D. E. P. /City of Springfield. 2.) A storm drain permit must be submitted to the Town of Agawam. 3.) The I0-year storm calculations for the proposed conditions are missing. Also, the correct 24-hour rainfall amount for this storm should be 4.6" not 4.5" (not necessary to change calculations based on 4.5"). The calculations for the 2, 10, and 100 year storms using the existing conditions need to be submitted. These calculations are needed to determine if post-development runoff is less than or equal to the existing conditions (impervious area >25%). 4.) The outlet detail for DB-1 on page L 105 has an incorrect elevation of 192.5 for the invert of the 12" drain basin. This elevation should be below the invert elevation of the PVC pipe upstream to allow for positive outflow. s Page 2 SP-326 April 15, 1999 5.) All pipes exiting any detention basin should be at least 12" in diameter with a 4" minimum control opening. This will reduce the chances of any blockage occurring inside the pipe. 6.) The sanitary drain detail on page L 105 should conform to the Town of Agawam's standards. A copy of this standard is attached to this memo. 7.) Show the 6" water main as ductile iron class 52. 8.) The number of parking spaces is adequate for this site. 9.) The calculations for the sizing of the 24" R.C.P. culvert on the south west corner of the site should be shown. A detail of this culvert should also be added. 1f you have any questions, please do not hesitate to contact our division. Sincerely, A=ames)T Daley, P.E. Town Engineer h.\cngineer\siteplan`sp32 6_2.wpd f COMPACTED GRANULAR c N BACKFILL AS APPROVED v BY THE ENGINEER o z �000A uj '� W INITIAL BACKFILL 0 w a 444444d 6' .� 4 ix W { N 04 D/2 < H}�- SPRING LINE OF PIPE a � � z D/Z HAUNCHING w w y (SEE NOTE 3) va 6- LAJ BEDDING (SEE NOTE 3) v v�.• AS ORDERED BY CRUSHED STONE FOUNDATION THE ENGINEER NOTES: 1. THE INSTALLATION OF PVC SEVER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD D-2321 2. THE EMBEDMENT MATERIAL SHALL BE 3/4'CRUSHED STONE 3. USE HAND OR MECHANICAL_TAMPING TO COMPACT THE BEDDING AND HAUNCHING. 4. GEOTEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER. TRENCH SECTION N.T.S. DRAWN 9Y: VRK PROJECT SHT. NAME SHT. NO. DATE. 2--2-99 TOWN OF AGAWAM SEWER DWG. NO.: I CONSTRUCMON STANDARDS TRENCH SECT10N APPROVED BY: JTD �,of acq 9� TOWN OF AGAWAM Iwo -�� 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 y�* Tel. 413-786-0400 ��RATEQ�p� MEMO TO: Building Inspector, Engineering Dept., /eDe pt. Police Dept. FROM: Planning Board DATE: April 1, 1999 SUBJECT: Site Plan - United Industrial Service, Inc. - Almgren Drive Please review and comment on the attached Site Plan for United Industrial Service, Inc. on Almgren Drive prior to the Board's April 15' meeting. Thank you. CRC/D SD:prk I; :.-'�%VAM FIRE DETART1 ENT Di l SIGN....�..... ,�. GPI l� w4,;.s¢.....Qe Sao U K Z-eSS f F 0, Co r�r.ti e c fir o cj 1 MEMO To: Planning Board r From: Sergeant Donald Gallerani 6 Subject: Site Plan-United Industrial Service, Inc. Date: April 12, 1999 I have reviewed the plans and conducted a site inspection for the proposed United Industrial Service, Inc. building on Almgren Drive. At this point,with the building being proposed for the Industrial Park, I find no issues that would affect safety. FA 0 0 �. TOWN OF AGAWAM 40 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 D MPy` MEMO TO: Building Inspector, Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: April 1, 1999 SUBJECT: Site Plan - United Industrial Service, Inc. - Almgren Drive Please review and comment on the attached Site Plan for United Industrial Service, Inc. on Almgren Drive prior to the Board's April 15'h meeting. Thank you. CRC/DSD:prk i AGAVL'AM I'IIANNING BOARD Form D x Application for Site Plan Approved - c;> Please crm110100 tice Collowing form and return it and 10 copies of the Silo Plan to: Agawam Planning hoard Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. N7mc: ofilusiness United Industrial 2crvi,ce , lnc- 209 Main Street/P. 0. Box 380 Address Agawam, MA 01001-380 Eugene Reopel 2. Name of ApplicanUOwner -Tru s t e e.,o f Tru t 209 Main Street Add css --- --- __Ag a1^aa, 3. Name of Engineer/Architect Y,-Be�On 35 Lee ' s Lane 1'c1e1►luOnn =t. i'leas.;Vivo a bdof description of the proposed project: Construct a new 19 , 780 square foot facility with two drive-in doors , two dock doors , and adequate off-street parking. I C L;v. '21141 4 r THE O'LEARY COMPANY, INC. 376 College Highway - P.O. Box 377 SOUTHAMPTON, MA 01073-0377 i ',,A'h CU`t K 61 rl�L (413)538-8532 or(413)527-1360 i+ M;'14.'.• =1f`�j' FAX(413)538-8728 TO AG�w�M PL Q� (NG- D F 1999 APR - A,'1 # 33 No. DATE 9 JOB NO. J JOB NA l�iV�fEO i/V/� cSE2✓/CG Attention: DZ?91 -C,, IDAr405 JOB LOCAXN _G2 y� /�efvC Gentlemen: E rrtc 5 �/� SIDE Gf/I/ WE ARE SENDING YOU Herewith ❑ Under �e✓� separate cover the following items Plans ❑ Shop Drawings ❑ Purchase Order ❑ Specifications ❑ samples ❑ Copy of Letter ❑ Tracings ❑ Catalogue Cuts ❑ ❑ Prints ❑ Change Order ❑ COPIES DATED NO. DESCRIPTION /O 3-31-17 -- L E rL .5 4r'--F2 Z_/O / 5 r rE PL,4A/ /-/4Z 5 rfE !! /G AL Al /0 3-31 -11l 4/0 3 SITE C AA-pl rv&- PLArQ IO 3-31 - S9 L./0 cAML>'5C"j"L- fIt-Prfu /0 3-31 -51 4/05- SITE IDET^I L.5 /0 3 -3► //d(0 '5trE N0TE5 AtiD uP_:GF_ni t3-3� -fig �O z Y�6V, -rion/S 4-1-9 y -- 121; 1*&i4&6 �AlGv��F rry 5 THESE ARE TRANSMITTED as checked below: ❑ 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 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS >F- I — _I L r�cr z. Pi.E 45 E S� tf-JE.P v tJ `t"E-P— 9�t M rry c, _ f-ee/ ,t=r« A 6�;LV �r�slay6''Is., COPY TO 51GNED: Z5 C.A1-c-5 7 1 N Cr, `to i71 L ( M F 6- P t S A Ft-[ A s F- -FF(1 t'- T F-Y C t��-v A t2- -A A - ) D [2A TN t I yJT-C) L.E. i ti o r2-v2e-r(_ To Tz>T7-\L F t-o w 13 EZe W M A )k . A c.w Q/40 E Ti-o W r O R- T7v TI P.-C L::Y- A I d/V I T Al 1-7 C Tz=-b t3 c PQe v, e-we.-b To R Co rn P�� ,� �%c�c- , 7-- [ AL 6o & � .`, c-[ r,��'� `T7(AT NKa � t (Zvti o�� wi�L p A 5 5 TF4 rz L) -rH E ,4 A N 0 T-1-�� E OUTLET" C2 c C o T- r 4 v}2.. "}� A 2t� . A7"7-f,crlt`Y> f=b2 AP 1 R 1999 ' TOP OF l ----- — --- _—_--_ — _ DETENTION AREA i �NV-Ig2.25 ; - i sEE DEr. pWG L105 DETENTION AREA PIPE OUTLETS W/ f STONE RIPRAP CTYP]TOTAL CAPACITY= 7750cf i s INV-1914*10 i INVs��• � 8"@ 5.5% � DB-1 INVa1g4.25 ---1g0.00 — �� ---- _ _ — — 8" PVC ROOF DRAIN I•. °C �y I I I i ff , i R 1 I I R — — - --� -- — — CAPPED FOR FUTURE USE G II Ii � I I il � I ! ; i i I , ii } f i i � II I ! I DOWN5POUT TIE-1N 1 j iil II I I II 1 � i ! I I it i I ' I i ' ' GAS i 1 � �I I I I i � � rr CTYP OF 103 i IF ' I I ' I I; ii jI I ! � it it f f I i i SERVICE I i1 ; II II li fli 1 � II I i � I ' li � li sli I I ! I I I i I i 6 WATER 8' SERVICE 3 j j l I I I ? j i , i I I ' I i ' I l f ' , i I I I ; i ° I BLDG MTD LIGHTS CTYP OF (o) NE I 4' TELEP�-ION Q ' I , i = ' II CO 1IT {L/ ' I I I FIN L EL-198'-0" TEL BAN it I i 1 I CI TO -0' I I BEYOND D TX8' PVC ROOF F Q DRAIN 1 INV 0 FDN 193.�0 I i J DONSP T5 W ONTO PAVER T OR I I I II I SPLASH PADS DRAINS 0 0,5X CO co [TYP OF 31 I f AecA Ai I i EL EL � I , �� 1 ' � I L1� � I I I I i �• I' �' } �1 I U.G. SECONDARY IN [22 a' PVC �• I ! I CONDUITS I j PAVED SPILLWAY (. INV IN- The 3 f� Z I',{ I W/ RIPRAP �1 I {FIELD VERI ) >�rZ�i7V 1 PAD MOUNTED TRANSFORMER i ' BY UTILITY COMPANY U.G. PRIMARY BY UTILITY COMPANY � --— • PROVIDE 12) 4' PVC CONDUITS f ' ! DETENTION AREA i TOTAL CAPACITY- 4725cF � B" @ 1.00z I 24" RCP CULVERT W/ i FLARED ENDS 12" PVC STORM ST ! ? INV= 191.50 - I C5-2 DRAIN 0.5% CB-1 --- ST -- NV OUT- 158.17 {FIELD VERIFY I 15" PVC STORM �: ,"STORMDRA1 ,' . r� ' INV-IB8.50 APR 1 1999 1 PLANkN" AL LOU,A V-3 L-C f,UF1 E.rt z5 % I I C L Lc,T Si ze 3 , 773 uc. rc QL-Low , ! MPC: ,-%JcGv.S - 0 , ,a c SS LAWN5 lu 64 �to; QtAQ. P-JrvOFF' ITZ,\ Vt.�S Ovtn tZ-ac)F AND OPT-0 r,1 V ) N 4 j o v d-}2 p A V r N< TD C, t3 h crb 7-o �o `r cr P IC o orr-Lo W L, 9 -7 Z 5 E7E Fo L-L-o u, 1 CA LC S H E-FT5 , Worhsheet ?: Runoff curve number and rimoff Project N By Date Location A um 41ze-4 b2 , Checked Date J Circle one: Present QEeloped ALLC)Luny(..C ou S 1 . Runoff curve number (CN) Soil name Cover description Area Product and C.N — of hydrologic (cover type, treatment, and +4 CN x area group hydrologic condition; (� i' �i acres percent Impervious; a � [lMi.2 unconnected/connected impervious p co a 0% (appendix A) area ratio) F c4 4 134-*4 Y,00r� (z5%) C1 A LA WU (7601\ � Z $3 110 "( Y Use only one CN source per line. Totals ; 3,17 V 5 total product -1vx.1 . S } Use CN CN (weighted) total area .)'4 �; 3 2. Runoff Storm Ill Storm 42 Storm 03 Frequency . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . Yr Palnfall , P (24-hour) .. . .. . . . . . . . . . . . . . t n Runoff, I? • . . . In a � , "70 1,73 (Use P and CN with table 2-I , flg. 2-1 , or eqs. 2-3 and 2-4.) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project l) fJ i_Z cY� _1 i. i.,, By Date Location L-ro, 12 V� _ Checked Date Circle one: Present Developed 1 M G'!i �• ; C , `. i ( C t.t.'h t^ + `. , Circle one: TTt 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 I— Z- 2 3. T'l ooT'r1 -SFTMT- 1. Surface description (table 3-1) ........... . G'Q'r P AVtN&, 2. Manning's roughness coeff., n (table 3-1) .. 0-01 l 0. 01 ( 3. Flow length, L (total L C 300 ft) .......... ft 45 1 3 v 4. Two-yr 24-hr rainfall, P2 .................. in 3. 0 5, (9 S. Land slope, a .............................. ft/ft 0. o Z . 01 6. Tt 0.007 0.8 w P 0. (°O' Compute Tt hr D.O r O, Q. 2 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ft 9. Watercourse slope, s .a..............r...... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/a 11. Tt 3600 V Compute Tt ...... hr + Channel flow Segment ID 3• 12. Cross sectional flow area, a ............... ft2 13. Wetted perimeter, pw ....................... ft D R AI .lilL C 14. Hydraulic radius, r - - Compute r ....... ft S lit L�� w 15. Channel slope, s ft/ft 0,005 16. Nanning's roughness coeff., n .. ............ — Noe-\0 4 CAP 2/3 l/2 17. V - 1.49 r ° Compute V ....... ft/s 3, O n 18. Flow length, L ............... .............. ft -Z,q O 19. Tt ` 3600 V Compute Tt ,.,,.. hr O�V� + Q07 20. Watershed or subarea Tc or Tt (add Tt In steps 6, 11 , and 19) ...... . hr (210-VI-TR-55, Second Ed., June 198G) D•3 Worksheet 5a: Basic watershed data Project Uu t T-t"YO __-, I hr * Location A t_rs. 4 rz 0w— By Date 3I /4y Circle one: Presen evelope S°o A"0v-4►6Lv 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 �a Am Tc Tt ET P CN Q AmQ Ia Ia/P C (miZ) (hr) (hr) (hr) (in) (in) (m12-in) (in) s O0 30 7 : .57� J� 7) r. x t t t t t t. t ? ? t t, } ¢ }- } t } t t t t From worksheet 3 From worksheet 2 From table 5-1 s % urkshcet 5b: Tabular hydrogruph discharge summary Project &,LT-gt_V? k '9 Location ALM6at—Aj By Date Circle one: Present evelope �t--5Ya_ _Lco ui1 @�, Frequency (yr) L Checked Date Basic watershed data used t/ Select and enter hydro ra h times in hvisrs fru,n exhibit 5-T471 2/ Subarea Sub- I7t Ia/P A M Q name area to !r .L I r, l z,0 ►2, /Z, Z IP, ►Z, yF/� S 12,G !1, 7 l Z.�, l3,v Tc outlet -Discharges at +elected hydrngraph tijaes J/ (hr) (hr) (mil-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - 7 - - - - - - - - - - - - A .Oob — ,51 .006 0 0 0 , C `� r-34 1,67 !, T5 1►z r �3 ti ' a C cr CA n C T L G v DC Composite hydrograph at outlet j�G Cl / �-- Pt4k ALL6uuAPL� ,2-v N ofT z -�R STrer►, z/ uorksheet Sa. hounded as needed for use with exhibit S. Enter rainfall distribution type used. 3.1 Hydrograph discharge for selected times is Am() multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project U M , `r"O N►7 Location A c-nn 4 mje� pa _ By Date 3 T 9 0 Circle one: Present W-A&vAA42 ZS �� 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 FIBAm TC Tt ET P CN Q A m Q I Ia/P C (mi2) (hr) (hr) (hr) (in) (in) (mil—in) (in) � ,5 5` / -73 �. � f t ,7o `I - 2C n x t t t t t t t } t t t t t t t t t } t t t t From Worksheet 3 From Worksheet 2 From table 5—I O Wor•ksheet 5b: Tabular hydrograph discharge Summary Project up IT- h , Location ALM !. r2 t; 2 6y Date 1z-I kri Circle one: Present Develope AL.L-oWA3LL ZS Frequency (yr) I00 Checked Date jnApeY" L0vS Basic watershed data used Select and enter h dro ra h times in hooirs from exhihic 5- ++1 ?/ Subarea Sub- ET I /P A Q IZ Z rZ f Z $ I name area cot a m j ,G I��tt 1 Zv /2' +z. Y rZ. � )Z .b 1Z �� z C Tc outlet •Discharges at tielecte3 hydrograph Limes 3/ (hr) (hr) (miz-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - �4 . zc ,p � cZ5 1.z5 l, ab N c U U) eD - n C M Cr7 L c ro Composite hydrograph at outlet 5.� [ !/ n��K At�wAr3� 2vn.oF� !ou y� ST�k'r`i 2/ 1lorksheet 5a. Rounded as needed for use with exhibit 5. . Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is AmQ multiplied by tabular discharge from appropriate exhibit 5. ( N r) Lq 3 -5,) f`. r-� s A ► = ° �cT►1 #A A l-F A -� 50 UTH HA t-F - WC51 /S 3 I I _ to S T- two G . tz-f\ r A Z fR.t"U- --p -ro w ti S wA L.Er CH0uj6v 2ovr pE p -7 ,1-roti Arztz---Pt, Forte. po s S t3 L E T -0 Tv ti E -z;x�� +tr',t o�•. ) �► Ar m A VL: ? -s z.c-., F ore To S S t Y3 L- F- 4S 9 pA ti. :'56 oci TL D. 21 N2 G? z,jrz. a ' t Q to0y�. Tc. 0 6 -CT _ Lou4�rt- ?`�L = Tr Q l o o y lc.. = (L A Cr,.'A L Q 4+j Fl 0W - Z�ftr T• N L L > G�A,C-T Lr-,- A SEA Iu 's E:-C--r Worksheet 2: Runoff curve number and runoff Project L) u ry By Dare 7�z �(c Location A►.. M C. ►l.t-4 �Z. Checked Date Circle one: Present eveloped Ay2-='A, A- 1 Noeyi 5, Ur- 1 . Runoff curve number (CN) Soil name Cover description Area Product and CY — of hydrologic (cover type, treatment, and ry CN x area ' group hydrologic condition; ry 1 �i ®acres percent impervious; a► ❑mil unconnected/connected impervious .0 eo 00 ❑% (appendix A) area ratio) N w A 2ooF q� 0.35 3�1.30 A PAU I NcA o,oG 5 .88 A L AV, Nj C5 .91 Use only one Cy source per line. 'totals + Z. I _product 106,�! CN (weighted) o total-- P - + S0,5Z Use CN 'S total area Z,lD 2. Runoff Storm 01 Storm `d2 Storm 03 Z 10 Gov Frequency . ... . . . . . . . . . . . . . . . . . . . . . . . . . . yr C Rainfall , P (24-hour) . . . . . . . . . . . . . . . . . . to aJ 'a�5 L. 5 Runoff. Q . . .. ... . . . . . . . . . . . .. .. . .. . . . .. In 0' 0. �j 5 N (Use P and CN wtth table 2-I , fig. 2-1 . or eqs. 2-3 and 2-4. ) Worksheet 3: Time of Concentration (Td or travel time (Tt) Project L) J 'I 1 ��r7 N n _ _ By Date �Ly 5 Location ALI)', kit zay rL- Checked Date Circle one: Present Develo-e n-fp A rrl}l i De 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 Z �MocT 1. Surface description (table 3-1) ........... . ►�o°r 2. Manning's roughness coeff., n (table 3-1) .. G .U11 3. Flow length, L (total L < 300 ft) .......... ft 5 4. Two-yr 24-hr rainfall, P2 .................. in 3' V S. Land slope, s ............... . .............. ft/ft IO.G 2 0.007 (nQ 0.8 + 6. Tt 0.5 0. Compute Tt hr �Jr L1 P2 s Shallow concentrrted flow Segment ID 71 " 7. Surface description (paved or unpaved) 8. Flow length, L ............................. ft Z O 9. Watercourse slope, a ft/ft 0 .o0 5 10. Average velocity, V (figure 3-1) ........... ft/s 1 . 1 5 11. Tt " 3600 V Compute Tt ...... hr O. f�G + Channel flow Segment ID Z" 3 12. Cross sectional flow area, a ............... ft2 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 ..... .. ....... :Fp-om Pori l .49 r2/3 81/2 D NvMoGR'r1QF( I7, V Compute V .,..... fi/s n 3. 18. Flow length, L .......... .. ... . . .. ........ .. ft 1� 5 19. Tt 3600 V Compute Tt ...... hr O .O x + — p.0 Z 20. Watershed or subarea Tc or Tt (add Tt In steps 6, 11 , and 19) .. .. .. . hr 0'0 Q . a r f (210•VI•TR•55, Second Ed., June 19Rf) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project UN iT-t5'� IN 0_ By Date Location A 1. Mv1 C, rz. p DO- Checked Date Circle one: Present Deve o e A2c'x1 A - I ►-juan-t Si Ce Circle one: Tc t :th:z'ough subarea A � Z 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) .. ..... . . . . . 2. Manning's roughness coeff., n (table 3-1) .. 3. Flow length, L (total L C 300 ft) ...... . ... ft 4. Two-yr 24-hr rainfall, P2 ............... ... in 5. Land slope, a .......................... . ... ft/ft 6. Tt - 0.0007500 0.8 Compute Tt ... ... hr i. ! ia2 OX— Shallow concentrAted flow Segment ID 7. Surface description (paved or unpaved) ..... B. Flow length, L ............... .............. ft 9. watercourse slope, s ft/ft 10. Average velocity, V (figure 3-0 ....... .... ft/ s It. Tt 3600 V Compute Tt .. . ... hr + Channel flow Segment ID 4 12. Cross sectional flow area, a 2 Z`1 13. Wetted perimeter. pw ..... .... .............. ft Z l- 14. Hydraulic radius, r - a Compute r ....... ft 1 . 0 7 F 15. Channel slope, s ......,..................... ft/ft G,Go 3 16. Manning's roughness coeff.. n . . ......... ... 0,281a 2/3 1/2 17. V - 1 .49 _rn s Compute V ....... ft/s 0. 16 18. Flow length, L ....... ..... . .. .. ...... .. .. .. ft Z 5 19. Tt - 3600 V Compute Tt .. .. ,, hr .2 + ,Z 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) . . . . . . . hr Z r (210-VI•TR-55, Second Ed., .Lune 198r) n-3 Worksheet 2: Runoff curve number and rimoff Project U 4q , T`t-Y7 h n- O By Date I Location AL M 4 C— ,, 0 Checked Date Circle one: Present Developed n1Ll lA A - Z ouu-c Sine 1 . Runoff curve number (CN) Soil name Cover description 1/ Area Product and CY — of hydrologic (cover type, treatment, and ry CN x area group hydrologic condition; n, i' Vi ( }acres percent impervious; `V ❑mi2 unconnected/connected impervious p ❑% (appendix A) area ratio) F, A 12otir, A pa v I Ct 7. SZ i/ Use only one CN source per line. Totals + � $ 6 y•s CJ total product L.81S5 CN (weighted) Use CN + g total area 2. Runoff Storm #1 Storm 02 Storm 03 Frequency . . . .. . yr Z O too Rainfall , P (24-hour) .. . .. . .. . . . . . . . . . . in 3�0 � � 5 G. 5 Runoff, Q • . . in (Use P and CN with table 2--I , fig. 2-1 , or eqs. 2-3 and 2-4. ) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project 0 Sk�rZV . By Date Location A M 4 R. c•-�r� _ � Checked Date Circle one: Present Develo e _ Aat A • A Z J� dT_��_ S, 05 Circle one: a 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 7 - .0 rilQVTFI S rA* 1. Surface description (table 3-1) ............ 2"a[ PAVII�rC 2. Manning's roughness coeff., n (table 3-1) .Oil oil 3. Flow length, L (total L C 300 ft) .......... ft 4 5 1130 4. Two-yr 24-hr rainfall, PZ .................. in � •� 3, G 5. Land slope, a ft/ft 6. T - 0.007 (nQ 0.8 Compute T ...... hr 0,d + ),03 t P 0.5 Q0.4 t 2 Shallow concentrAted flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ft 9. Watercourse slope, a ft/ft 10. Average velocity, V (figure 3-1) ......... .. ft/s 11. Tt ' 3600 V Compute Tt ...... hr + ` Channel flow Segment ID �- 5 12. Cross sectional flow area, a 2 13. Wetted perimeter, pw ................... .... ft a � 14. Hydraulic radius, r - Compute r ....... ft P w o,00S 15. Channel slope, s ........................... ft/ft 16. Manning's roughness coeff., n ............ .. 1 .49 r2/3 a 1/2 b n f2urt n�oMoG� ►i 17. V - Compute V ....... fc/s 3�1 18. Flow Length, L ....... ... ..... ..... .... . .. .. ft "0 19. Tt 3600 Y Compute Tt .. .. .. hr D�CfZ + 20. Watershed or subarea T. or Tt (add Tt in steps 6, 11 , and 19) .. .. .. . hr 010 6 (2I0•VI•TR•55, Second rd., June 1986) D 8 Worksheet 2: Runoff curve number and nlnoff Project L) u ► T--% YD By Date 3�Z �7cJ Location Checked Date Circle one: Present Develope aQ A - 3 50(,7-1f S1 0 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 `1 ,i acres percent impervious; N `v ❑mi'- unconnected/connected impervious -4 ❑X (appendix A) area ratio) Fm �r4 w 12oor 10 D a Pa V r itiC-i i� L.q VJ T1 , Ufa S.7 `f Y Use only one Cy source per line. Totals - CN (weighted) Ctotalprod areact 8' s SG. Y, Use CN - 5 2. Runoff storm Ol Storm 02 Storm 03 Frequency . ... . . . . . . . . . . . . . . .. . . . . . . . . . . yr Z �d t0 0 Rainfall. P (24-hour) .. . . . . . . . . . . . . . . . . in Runoff, Q • .. . . . . .. . . • . . . in (Use P and CN with table 2-I , fig. 2-1 , or eqs. 2-3 and 2-4.) 4 Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project VN I rla2 By Date za 4c, Location Checked Date Circle one: Present evelo�e3'� Circle one: cc Tt through subarea NOTES: Spate for as many as two segments per flow type can he used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID 'j~ 10 10 i1 1 . Surface description (table 3-1) ........ .. . . PAW)kLi L A ►J 2. Hanning's roughness coeff., n (table 3-1) .. ,0IJ , z1 3. Flow length, L (total L C 300 ft) ...... .. . . ft q0 30 4. Two-yr 24-hr rainfall, P2 ............... ... in 3 J 5. Land slope, a ........................... ... ft/ft U / O 0.007 (nL)0.8 Q 0 3 + 6. Tt 0.5 0.4 Compute Tt ...... hr ' P2 a Shallow concentrAted flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ft 9. watercourse slope, s ft/ft 10. Average velocity, V (figure 3-1) ........0.. ft/s ll. Tt 3600 V Compute Tt .... .. hr + Channel flow Segment ID 12. Cross sectional flow area, a ............. .. ft2 13. netted perimeter, P. ......... .............. ft 14. Hydraulic radius, r - e 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 in steps 6, 11 , and 19) . . .. ... hr (210•VI-TR•55, Second Ed., .Tune INN) n 3•_ Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project _ �) u r _� By Date �� Location Checked Date Circle one: Present Develo ems- Y /1 3 Circle one: Tc Tt through subarea A Z NOTES: Space for as many as two segments per flow type can he 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) .. 3. Flow length, L (total L < 300 ft) ....... ... ft 4. Two-yr 24-hr rainfall, P2 .................. in 5. Land elope, s ......... ................. .... f elf t 0.007 (nQ 0.8 + b. Tt r 0.5 0.4 Compute Tt ...,,, hr P2 s Shallow concentrated flow Segment IO 7. Surface description (paved or unpaved) ..... 8. Flow length, L ft 9. Watercourse slope, s ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s 11. Tt ` 3600 VV Compute T[ hr + r Channel flow Segment ID 12. Cross sectional flow area, a ........... .... ft2 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 .. ............ 2/3 1/2 IV o rk v Gte�o{'t'I 17. V r 1 .49 r s Compute V ....... ft/s 3. � n 18. Flow length, L ..... ....... ... .. ... ....... .. ft 3 & 19. Tt r 3600 V Compute Tt ...... hr U'v y + Eld 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) ....... hr x (210•VI-TR-55, Second Eff., June 19Rf) n 3 Worksheet 5a: Basic watershed data ; Project V tji= N Location 1,M C.rze-fq r)K, By Date Circle one: Present evelope 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 Lion subarea to outlet Am Tc Tt YTt P CN Q A m Q I Ia/P C {miZ) (hr) (hr) (hr) (in) (in) (mil-in) (in) s A ,0033 04 — A z ,z1 3,0 5 � , I I , poo3 1 ,9 zz qZ . 001 ; , 0 ,9 , z1 -- too 3. 0 f� 3 . 00 i . oy A Z . Gy 3,0 51 yl . 0001 1, cf x t t t t t ! t t t t From Worksheet 3 From worksheet 2 From table 5-1 O Y W*ovk;hcet 5b. Tabular hydrograph discharge summary Project , U A) 1 I.o cat Ion _ l.M G&t-N _ _ By Dace Circle one: Present evelaped Frequency (yr) Checked Date Basic watershed data used Select and enter byAro ra h bents in ho,srs fru,n exhibit 541 Subarea Sub- ET I /P A Q name area tot a m 11, 6 10 12.0 iZ ( lz. Z 12.j II. If !Z• SE 11Z , 7' T outlet. .0tseharees at -;elected hydragraph dues I/ (hc) (hr) (miz-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A , 04 ,21 '44 1.0003 0 d 0 O .01 , oLJ � Db , 0-7 , 07 , 04. 05 o4I N A ,p6 - , 14 ,op17 .10 ,Zq 141 ,'TZ 1 ,15 , ,.3,? 1 ZZ dT. , I +{ 04 . 64 000 , ,o � ►+SO , gyp oo ••� l oZ 0X Gz , UZ , �Z ,01 L n C r ac Composite hydrograph at outlet I/ 1. AcrvA1.,_ P_UP.;0 l-0a Worksheet 5a. Rounded as needed for use with exhibit 5. 2/ Enter rainfall distribution type used. `fly ✓r o �� 31 Hydrograph discharge for selected times is A,Q multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project 0 U t Location A u M_(1 By Date Circle one: Presen Developed 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- t_ration through names summation fall number tion subarea to outlet n� Am Tc Tt ETt P CN Q Am Ia Ia/P .. a C (mi2) (hr) (hr) (hr) (in) (in) (mil- in) (in) a AI ,Oo 33 .0`f A Z. , z c, 5 �! �,�`b ,a a 5 , .50 0 A$ � {301 '3 . I S . 04 A 7 . 0q G, S � � 1,-4b . G c 2 I , CY77 ,3v n t t t t t t t t t t t t t t t t t t t t t t From Worksheet 3 From worksheet 2 From table 5-1 v c� 11 Urkahcet 56: Tabular hydrugraph discharge summary ca Project Ulj I-T't� 0 /.ti D Location - AL M !; 1Z By Date Circle one: - Presen Develops Frequency (yr) 100 Checked Date Basic watershed data used I/ Select and enter h dro ra h times In hours from exhibit 5-111 2/ Subarea Sub- ETC Ia/P AmQ ll.� 111.9 1La0 1211 1�.7 IZ �i Ij.LJ 1,� . S /Z !Z, 1�. ! 3,0 name area to Tc outlet 2 -Discharges at selected hydrograpla tines 3/ (hr) (hr) (ml -in) - - - - - - - - - - - - - -• - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - A I -09 . zl ,3a , 005 o .oj4 , 13 .3Z .E.,6 I.t, z z5 z. II N A Z .o 101 , 00 r,o3 14S 2.55 �11 3.iq 1, q7 t A 3 , 1 5 004 , 30 1. . 0 0 Z A ,v� p, vo ,t3 0.54 A LL w --o F%_o LAJVol(L `1 to n 0 M. ti7 a m `duo Composite hydrograph at outlet 4lorksheet Sa. Rounded as needed for use with exhibit 5. A C'ri1 A L Enter rainfall distribution type used. I G Cd rL `_>-r c,a rh 3/ Hydrograph discharge for selected times is A m Q multiplied by tabular discharge frosa appropriate exhibit 5. �DO STnR.M ALTUA L F R r r•� A A S A 7 f A 3 f� �v/G A 3.9T of5 G 1 2 . Z 5 c.f= C 1z -3 o ALLL _ 5,`r7 -ry rA L pFA/L f i t Nrt o 6 Zl Z 1`7 rg C ForL PIJA o v qR C v p1 T`toN eA(AG- I f`Y -77 ' U � f 1Z Ft-,T-o a c Cy r-0 L-A-JTr 1 = BAN 6X PA M D FVATtf c�'YZ 1'Ltt: o�Z r O n 7 d S !v��1Q�'"p bum Pr pe 1?-E -� 1Ry -s � N c pG Sr zL LSG 8 " P .4 rJrN o ON t -LOW = -- z Sy { - O� { sF � _ r 13CT"0� t 4 15 -2 N r3oTTD M c:f' D 4T-T X,T-'&Iv V 5 E 6 ►p L.v� nr A n p'v L-J�12 1 0 0 z p(2.a) +V RASI &J . % ` L-L f{n 14 t EX C AS C-q t c- /I" Fob � -IQ(ZG rkAThl - s _ Worksheet 6a: Detention hasin storage, Peak outflow discharge (qo) known Project U Q C0 N6v STRr l C By Date Location n 1: t' N Vs . Checked Dote Circle one: Present �Iop AfL-e-A A - �" 2Tr1 Sr t: =—�— FLN". �: r -1-�--f a —r _ + � i I , I �— `mil — ;_ ;L At L 7 it r-Il A_- �- I _ + �04 qo 00 6000 e a qv C �—z175 cf Detention basin storage 6. vs 1. Date: V ................ Drainage area ...#... Am - U.on33mi2 r q Rainfall distribution (use ° with figure 6-1) type (1, LA, II, III) RT1 qi 7. Runoff, Q in !'�J�i lst 2nd (From worksheet 2) sta a sta e B. Runoff volume, yr ..... ..... ac-ft O.ZG 2. Frequency ...... yr Z 1 D (Vr .. Q%53.33) 3. Peak inflow dis- G,01 I �� 4. Storage volume, l.�A O,O�j charge, qi cfs '' Vs .. ........ ac-ft (From worksheet 4 or 5b) V z I g c RM)4. 1/ (Vs - Vr(-A)) 4. Peak outflow disz a5 I r . charge, qo .. .. cfs .N I �'y S 10. Maximum stage. Emax (From plot) 5. Camp_ qa .. .... .. ��A •�� 1 2nd stage qo includes 1st stage qo. ` (9-10-VI•TR•55. Second Ed., June 1986) n-7 z o A�- wt c, rz ery D 2 -tv I`ai L- ( M P 5- v L.n v.S A FLE-A, Tz)tz Pfl As F r F THA% ple-ajtCT FY- CC��s zs o t-- �T S + ZE D eTZE7VT70 AJ D EF3 1 G N W I,LL pu ?-I ti4 Pt-LASE Z ,42E-, S A - Z A - 3 b.rz--A t-N V r 2-ct7 -ro I-C w Iv S W 4 LE. , A D a-A �t W 3 'r'K fl--W ;7 o ti _ ----� �-zv 1 �jT TU w N 5 wA-L,�, i ti a tz_v�to JVTA L- . ._Fc.O_w_ _ l5 e7"b w M A._x . A c.c4G04094E__ 0"1? TL1e- W t0 rA Iv 5 ►-d5N - 'IT ! 5 A /V r c t p4m-b ` H A�r- Tt4 E" , 19e-FZ?' T7 o Ov A 2-EA ou A - 1 w i C-L t3 e� z AE V c e-w el) fo � Cc rw p cu A n%C� , T` 15 AL-60 A NT1 CI PA71-Do ` HA7- Jvjo (Zt R-U& OFF W/L:C- P A s 5 --n-E a u -r-n E A `D�-,--jT7 o t, A O.e-A AN T-M E O -rL.E7 12 c c o N T- i 4 A 5 A) 50 T74 1 S A 2-t- w I L-- ,ACT A s A �%,l70 • A1zt�� — - e-r- A r -A c�-cty 2 I� c.t�c c.� �Q G-ru q 12 u N o FP 5 o t-- rz �n o iv �t-0 f li c--r+l c,vTS EA,ya OF M o� GfRALD P. y� o BERSON `, c> STRUCTURAL rn No. 32387 �f R� r U t*iZ-gyp N I) . 5,�,vi-LC-. A L LrJ,..,jA e Lz M �1��11/0 V S LcaT 5i ze- j- 3 , -� 73 Ac.iz�*1-5- A tMQcR.vcovs = a , c.a.G;s bbV N+� �-t7jT LA Wrv;S - 5p cu = 64 4 19 YP z 0, 1y " ►ov�R �7 3/ - n SSr vfAG. P-v N vFr 'TLA v OLS v V-tYL F A ND C P7`0 N 4 j o vtw.,YL 10A v7.tVX To C r 3 { pi r tnp ro _ 26 1R(-y p 12, 7 OFF o� GERALD P. BERSON `i 8 STRUCTURAL H --- - - - - Na: 32387 _. F dNAL - ~ -- ---- --- _—__------------- ----•---2 25 -- —___—_---- -------- TOP OF DETENTION AREA SEE DE'TE SEE DWG L105 DETENTION AREA TOTAL CAPACITY= 775OcF PIPE OUTLETS W/STONE RIPRAP (TYP] fr INV-' 8"@ 5.5% I DB-I INV==IgW4€-,{2,5 Djl !i � I! i' I' � !iSI I i iI r �I i;iI iFf1 lfl' ," j 'lrl 1! iI` '�I ` II, it�, jrl� lrl.Il4:l`{ Ij ' l� •�I-�! -I'i rl—I}� 1l� �;ll Il—ptI I -I; ' II� ! iIN�l 4V-�II-glI4.� 5 0 Ig0.00 'od — Y-- -- - - - 8" PVC ROOF DRAIN R R CAPPED FOR FUTURE USE DOWNSPOUT TIE-IN GA5 CTYP OF 103 SERVICE I' ' I II € I � ll � i ' I � I it ifI ! I iril I � jl 1 � I li II , Illllj I I � I � I • rl I ! •++ I IIIIII � I � I � ' I � { ' � I � i ' I = I � � � I I '� I ! �'b' WATER---' � 8' I i Ijl ; jltlrlll 'JI I I if � I I+ € I € fll 'jI i Iiillli I ' r � ' ll � I ' 3 I I II I li � � ! ! � 1 1SERVICE BLDG MTD LIGHTS NE t I I CTYP OF 61 I , I r ,4' TELEPI•JON CONDUITIN L EL-I98'-O" TEL !; I i � i � i I I � • � II I I I � € I II � SAN I L' Cl TO -O' ! TX + 60 PVC ROOF i r NV 0 FFDN Iq3.do OC I `� DRAIN, �NNSP TS :I I I I ONTO PAVEM T OR r I I # I SPLASH PADS /ta ,' DRAINS • 0.5% GO I i GO [TYP OF 31 I i A ecA ry 1111 EL I EL I I i ! : r I �• j f I i I +f U.G. SECONDARY IN (2] 4' PVC i I I� f INV IN- t 3 d CONDUITS I j i i W/ R PRAPPAVED ILLWAY 11 I [FIELD VE ] e� PAD MOUNTED TRANSFORMER BY UTILITY COMPANY U.G. PRIMARY BY UTILITY COMPANY PROVIDE [2] 4" PVC CONDUIT5 ( ] DETENTION AREA { TOTAL CAPACITY- .4725d 1J 8" @ 1.00% . � 24 RCP CULVERT W/ 12" PVC STORM I I f� { FLARED ENDS a�T fNV- Ig1.50 ! 1 CB-2 DRAIN @ 0.6% CB-I J —J ST - NV OUT- 188.17 - [FIELD VERIFl1 I5" PVC STORM DRAIN I9 0.5% INV-18b.50 E" T, J 1 � � 1 t Worksheet 2: Runoff curve number and runoff Project , U N 1 1...9?2 1 N - - -- - - — By Date _31z�14 i Location A trm 4 rze-4 n2 Checked Date a Circle one: QED Developed A Low e M e 6-ruilO� I . Runoff curve number (CN) Soil name Cover description I/ Area Product and CAI -- of hydrologic (cover type, treatment, and CN x area group hydrologic condition; w `i I nacres percent impervious; m N `" ❑mid unconnected/connected impervious X to ❑ % (appendix A) area ratio) M r4 4 R Use only one CN source per line. Totals - Z V z 5 total product ZO7's- Use CN - 'f CN (weighted) - - total area 2. Runoff Storm pl Storm A2 Storm J3 Frequency . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . yr Z• O a Rainfall . P (24-hour) . . . .. . .. . . . . . . . . . . to Runoff, Q . in i �� Q 1.73 (Use P and CN with table 2-I , fig. 2-1 . or eqs. 2-1 and 2-4. ) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project U N L T"C:0 WV By ! Date Z f Location q L.M[a 1Lb1(`l P fL Checked Date Circle one: FTreqeDeveloped Zrj 1M�f: V�yUS ALLC)")AaLECircle one: 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 I— Z Z r 3' �M rn 1. Surface description (table 3-1) ............ f2dwp P A d-1 A.4 2. Manning's roughness coeff.. n (table 3-1) .. O.Of / 0.01 ( 3. Flow length, L (total L < 300 ft) .......... ft 45 1 3 O 4. Two-yr 24-hr rainfall, P2 in ✓. D 5'.0 S. Land slope, s ft/ft O• QZ ♦ Ol 6. T . 0.007 nL)0.8 Compute Tt ...... hr CIO r + t P 0.5 a0. 2 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ............................. ft 9. watercourse slope, a ft/ft 10. Average velocity. V (figure 3-1) ........... ft/s 11. Tt 3600 V Compute Tt ...... hr + Channel flow Segment ID 3: 12. Cross sectional flow area, a ............... ft2 Pio avo 13. Wetted perimeter, pw ft ID"I ►)AfC- 14. Hydraulic radius. r - g Compute r ....... ft To p �N w 3wl71 L-i 15. Channel slope, s ........................... ft/ft 0.005 16. Manning's roughness coeff.. n .............. 2/3 1/2 - 17. V 1 .49 rn s Compute V ....... ft/s 3. O 16. Flow length, L ............................. ft •Z•{D 19. Tt ' 3600 V Compute Tt ...... hr O�V Z + Did 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) hr (210-VI-TR-55, Second Ed., June 1986) D-3 Worksheet 5a: Basic watershed data Project Ul'it Location AI.M t..a- VW__ By Date Circle one: Present�Developed- ZS°/a Au.uw►&L�V 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 ETt P CN Q AmQ Ia Ia/P < (mi2) (hr) (hr) (hr) (in) (in) (mil—in) (in) cq c b., — 3.0 5, 17 0.0 o I t , '7 .5'7 :r tn r. x t t t t t t t f f t t. t t t- t f t f t t t t From worksheet 3 From worksheet 2 From table 5-1 — Worksheet 5h: Tabular hydrograph discharge summary Pro jets U AL T-e—a IV 0_ Location ktLm G 12t--1V By Dace 4 Circle one: Present Developed, cso/, A-u--0uj, 6 C Frequency (yr) _ Checked Dace Basic watershed data used Select and enter laydro ra h times in hoiirs froon exhibit 5-�?/ Subarea Sub- ZTE Ia/P AmQ b It, 1 U /2, S i L.G - !1, -7 1 Z. name area to l I.L 11. q 1 Z.L7 2. 17. 7 z� 1 j,L� Tc outlet 2 -Discharges at ,elected hydraKrapfi times 3/ (lir) (hr) (mi -in) - - - - - - - -- - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - A .©'(o' — a5? #060 O D O ;ZB s o j C cry c; cn M - - n c C_ c eo OC Composite hydrograph at outlet �ZG� 1/2/ uorksheec 5a. Rounded as needed for use with exhibit S. p1aIL AC LCWAP« "NOR 2 -jR- $TOO - Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is A m Q multiplied by tabular discharge froto appropriate exhibit 5. Worksheet 5a: Basic watershed data Project O N'TLO Location A 4- ck a trhA By Date L j o d Circle one. Present Developed Z5 gLLpau t.0 Frequency (yr) 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 Lion subarea to outlet �a Am Tc Tt ET P CN Q A m Q I Ia/P c (mi2} (hr) (hr) (hr) (in) (in) (mil-in) (in) , 40 6 , o 6 - -- 4, d- 741 0, 001 1, ;n r. r, x 7 From Worksheet 3 From Worksheet 2 From table 5-1 7 - r'r Workshee[ 5b: 'Tabular hycirograph discharge suniniary ' Project Jug ti�QSTP Location A 1. W1 &0►*-� By Date -I(Ar Circle one: Presen Developed - A "a W. / !J/��, Frequency (yr) __ Q Checked Dace Basic watershed data used l/ Select and anter h dro ra h times in hours fruon exhihic 5- 2/ Subarea Sub- ITt Ia/P AmQ name area to lr. +11 °I 12.0 !2� I aZ. t 1 Iz. 3 1 12, (2, Z. /Z, 7 112.5 13.E T outlet -Discharges at 4electcd hydraxraPh ti,aes ]/ (hr) (hr) (mid-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - A O,o6 p,39 ,acay — - - 3 ,cto l l 1.0 3 , by _N C C ..i CT G f/] rp - - n C 7 G C 7 v 00 Composite hydrograph at outlet l 1t . I/ Worksheet 5a. Rounded as needed for use with exhibit 5. r ` PCAK AU-0ULrAs.j;:- R STOOP.1� 2/ Enter rainfall distribution type used. 3/ Hydrograph discharge for selected times is A m Q multiplied by tabular discharge from appropriate exhlbic 5. Worksheet 5a: Basic watershed data Project V u 1 Location n c- 1' y—r �2 By Date 3 r 9 4 Circle one: Present 'Developed, A L4.b w A A 4.9 Z s 0�Q 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 i� Am Tc Tt ET P CN Q Am Ia Ia/P 0 C (m12) (hr) (hr) (hr) (in) (in) (miz-in) (in) Ub(o 1,7 3 y 0101 1 ,70 4 L G fi n 10 7 t t t # # # # # # + + #-- f # # # # # # t From worksheet 3 From worksheet 2 From table 5-1 v . Worksheet Sb: Tabular hydrograph discharge summary Project V#411-"trr-) -Ai-Y:) , Location AumA.aen1 OtL By Date lL`}' Circle one Present " Developed AL4-o-L"a Le; frequency (yr) 10'0 Checked Date M p NCYI.,l ;e V-S Basic watershed data used 1/ Select and enter hydrograph times in hours frasw exhibit 5-1111/ Subarea Sub- ITC Ia/P AmQ name area to f l ,G 11..�t 12.E 17.1 T outlet -Discharges at ~elected hydrograph ttwes 3/ Or) (hr) (mil-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - . Z6 ,010 0 .q-b .106 Z,qG 5,q� 14,�t� 1y4S Sao 2.Z � _N Q _C Cn o+ n 0 L:. Cy C rp Oo Composite hydrograph at outlet 1s� t/ ALf-PwAr3L-6 j %PVOPF 100 'fie �7�M 2/ Worksheet 5a. Rounded as needed for use. with exhibit 5.., ." 3/ Enter rainfall distribution type used. Hydrograph discharge for selected times is A m Q multiplied by tabular discharge froea appropriate exhibit 5. U t-TE:-,� I r) 5C`T�.0 ic6 1 Nro .3 .5o 3 a R-e-A S A 4 ° rZ-TH 44 A�.lp A z = 50 VTH kA t-�osT- tin C µ o viizv bw P R-O V i D E P .��5?�•'7Z O N A 2 E74, F0 rL- ro S S t b L�& 'Fv Tv fL-E Pit &is t R.-A l_ N � - /� ( i jZl7 V ey?-S i LE F"0 f2 a •r Y Q L00Yr- n►z CN - Ot ►avpt- y . 3y - OF GERALD PBERS . yJ, ca STRUCTURAL �cfivAl_ Qom"-F-oW ` 1- l " - 1 f S A. 32387 �IL {rl �'� �JI NCL Al ,-TVA1. FCR. THE z 7 2 (� y (t STvRf'r1S A R-� LE S -rH A N A — u w AIG L� -Fort tK E 10 0 J R S rb P-M -- o u T-L f--r' CZ �McOL �o w c3v - -5( N c.C OL �'l CTUA t_ IZ Ica -X G b 5 THE Q Ito w,�rs Fo 2 7-c-0- L o o 7 'tit 9-67-o P-,Tf� 5 A)&-X'T (t n t L5 Worksheet 2: Runoff curve number and runoff Project u L?-�Ya �N I'? - - By Date Location A Vpn &rZ ' F V& Checked Date Circle one: Present eveloped - N o q:m Slot 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; 4 1 vi ®acres percent impervious; m N ❑MO unconnected/connected impervious ao ❑X (appendix A) area ratio) A (zooF 1& 0"35 31.30 A FA i roc, 5.88 LAWw 45.91 Use only one Cy source per line. Totals 7 . 10 10 6'60t CN (weighted) . total product a 104a - Use CN 5 total area Zola ; 2. Runoff Storm #I Storm'`r42 Storm 03 Frequency . .. . . . . . .. . . . . . . . . . . . . . . . . . .. . yr / Rainfall, P (24-hour) . . ... . . . . . . . . . . . . . in Lb 4, 6 Runoff, Q , in d �r (Use P and CN with table2-1 , fig. 2-I , or eqs. 2-3 and 2-4. ) f2If1•VI TR ;; q........I r Worksheet 3: Time of Concentration (Tc) or travel time (Tt) Project u L11rZQ By Date -� � Location A LM 0fL Checked Date Circle one: Present < evelo a A�-t'Tl A ►J�rrTl`l st Circle one: 0 Tt through subaren 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 I - 2 � O . 1. Surface description (table 3-1) ........ .... �sf 2. Manning's roughness coeff., n (table 3-1) 3. Flow length. L (total L < 300 ft) ........ .. ft if 5 4. Two-yr 24-hr rainfall. P2 .............. .... in 3, () 5. Land slope, s .......................... .... ft/ft 0.8 6. 7t 0.007 (no) Compute Tt ..,... hr ��01 + �• �,oj P2 s Shallow concentrated flow Segment ID 3 7. Surface description (paved or unpaved) ..... NFArCb B. Flow length. L ft Z 4 0 9. Watercourse slope, a ....................... ft/ft 0.005 10. Average velocity, V (figure 3-1) ........... ft/s 1 . 1 L 0. 04 + O,OG 11. Tt 3600 V t Compute T ...... hr Channel flow Segment ID Z 3 12. Cross sectional flow area. a ........... .... ft2 13. Wetted perimeter, py ....................... ft 14. Hydraulic radius. r - - Compute r ....... ft w 15. Channel slope. s ........................... ft/ft 16. Manning's roughness coeff., n .. .......... .. e lfir- 1 .49 r2/3 sl/2 G dUdMQ4JRV(F1q n 17. V - Compute V ......, file 3. 18. Flow length, L ft Il 5 19. Tt 3600 V Compute Tt . . .... hr 0 ,0 Z + O.O Z 20. Watershed or subarea Tc or Tt (add Tt to steps 6, 11, and 19) . . . .... hr (210-VI-TR-55, Second Ed., .tune 1986) n-3 Worksheet 3: Time of concentration (Td or travel time (Tt) Project V N lTuo-o I tv By Date Location A lifer an-� DQ Checked Date Circle one: Present A ijvqr)-l si Ce Circle one: Tc t through subarea A Z 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) .. ...... .. . . 2. Manning's roughness coeff., n (table 3-1) 3. Flow length, L (total L < 300 ft) ...... . . .. ft 4. Two-yr 24-hr rainfall, P2 ............... ... in S. Land slope, s ................ ........... ... ft/ft 6. T - 0.007 (nL)0.8 Compute T .. ... hr + ` t P 0. 30. p t 2 Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... 6. Flow length, L ............................. ft 9. Watercourse slope, a ft/ft 10. Average velocity, V (figure 3-1) ......... .. ft/s 11. Tt 3600 V Compute Tt ...... hr + ` Channel flow Segment ID 4 - 5 12. Cross sectional flow area, a ............... ft2 ZA 13. Wetted perimeter, pw ......... .............. ft 14. Hydraulic radius, r -A Compute r .... ... ft P u 15. Channel slope, s ........................... ft/ft �•�d 3 16. Manning's roughness coeff., n ....... ... .. .. GV L&t 0 17, V 1 .49 r a 1/2 Compute Y ... .. ., ft/s 0. 3b n2/3 18. Flow length, L ............... .... ....... ... ft Z 5 19. Tt - 3600 V Compute Tt . . . ... hr .Z( + Z ! 20. Watershed or subarea Tt or Tt (add Tt in steps 6. 11 , and 19) .. .. ... hr Z l (210•VI-TR•55. Second fill., June 199G) D-3 Worksheet 2: Runoff curve number and ninoff Project V 04 t T`4 -YD By Date '� �f 4 5 Location A i,m c, Checked Date Circle one: Present Developed _ -A rLe—A _A` Z _ 5_ougri sinc- w tri�'5-- arx.0 p 1. Runoff curve number (CN) Soil name Cover description 1� Area Product and C� — of hydrologic (cover type, treatment, and ry CN x area group hydrologic condition; N `i I nacres percent impervious; W N N ❑mil unconnected/connected impervious A co ea ❑% (appendix A) area ratio) A A PA v ��n.CY `�8 a,S� S7. 81 A LA W N i/ Use only one Cy source per line. Totals M 1.018 J 1 4.55 total product t$ .SS CN (weighted) 0 _ Use CN total area `,ey , 2. Runoff storm pl Storm 02 Storm 03 Frequency . . .. . . . . .. . . . . . . . . . . . . . . . . . .. . yr O ADO Rainfall , P (24-hour) .. . .. . .. . . . . . . . . . . in 3.0 'Q . 6 4.. Runoff, Q .. in J 1 4. 3q (Use P and CN with table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4. ) Worlisileet 3: Time of concentration (Tc) or travel time (Tt) Project UNtl3aY 1 N 0 �StMV . 8y Date -3/L51k5 Location AL, rA G mtrri Checked Date Circle one: //Present Develo a A,ae7A - A - '2 Ttit agQ S 1 (T„) 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 7- f" 1. Surface description (table 3-1) ........... . f AG S ozr� �F Poky 1 N t ' 2. Manning's roughness coeff., n (table 3-1) .. .Of1 . 011 3. Flow length, L (total L.0 300 ft) .......... ft 45 110 4. Two-yr 24-hr rainfall, P2 .................. in 3 ,0 3, G S. Land slope, s ft/ft r0% G 1 0.8 6. Tt - 0.0007 (nL0) Compute Tt .,.,.. hr P2 a Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... S. Flow length, L ft 9. Watercourse slope, a ft/ft 10. Average. velocity, V (figure 3-1) ........... ft/s 11. Tt 3600 V Compute Tt ...... hr + Channel flow Segment ID �~ 5 12. Cross sectional flow area, a ....... 2 r 13. Wetted perimeter, pw ....................... ft i 14. Hydraulic radius, r - pa Compute r ....... ft w D�ODS 15. Channel slope, s ........................... fc/fc 16. Manning's roughness coeff., n .. ............ 1 .49 r 2/3 a l/2 7� b f2on� iuoMac.RdP►t 17. V - Compute V ....... fc/s n 10. Flow length, L .......... ................. .. ft "O 19. Tt 3600 V Compute Tt hr + 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) .. .... . hr 0106 (210-VI-TR-55, Second Ed., June 1996) D-3 Worksheet 2: Runoff curve number and runoff Project 1.l7 T1%� By Date Location Checked Date Circle one: Present Develope QQEz A � 3 ,50U771 S1 of 3' 1. Runoff curve number (CN) Soil name Cover description �� Area Product and CV — of hydrologic (cover type, treatment, and i CN x area group hydrologic condition; N `i vi acres percent Impervious; m ❑mi' unconnected/connected impervious a �O oa ❑% (appendix A) area ratio) M �q �4 Y2 p f 0 d a pAV I CI �� •fb ��"LY� A► L-q wvj 3� . 66 1517 41 Use only one CN source per line. Totals 8 y CN (weighted) ` total total pareact 41,�tZ_ 50.Y� Use CN - .s1 i8 2. Runoff Storm Ql Storm 42 Storm U3 Frequency . ... . . . . . . . . . . .. . . . . . .. . . . . . . . yr /b GO v Rainfall . P (24-hour) . . ... . .. . . . . . . . . . . in �. � 4" 6 < ' s Runoff, Q . . . . . .. . . in V d. S� r`{ U (Use P and CN with table 2-1 . fig. 2-1 , or eqs. 2-3 and 2-4. ) r-,In.V1 Tr? Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project UA) 1 �-� _ By Date z Location Checked Date 1 Circle one: Present evelo e A - 3 Circle one: QD 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 9^ )O In - ll 1. Surface description (table 3-1) .......... .. (A Vi Al L1 1. AvJ 2. lianning's roughness coeff., n (table 3-1) .. n 0 , ZL 3. Flow length, L (total L < 300 ft) ........ .. ft 10 3 O 4. Two-yr 24-hr rainfall, P2 .................. in 3. 0 3. 5. Land slope, a ... ft/ft U 1 • O ........... 0.007 0.8 tob. Tt to0.5(n0' Compute Tt ...... hr ar� ?7'. + O ,! Z P2 a Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... G 8. Flow length, L ............................. ft 9. Watercourse slope, a ft/ft " 1 10. Average velocity, V (figure 3-1) ........... ft/a s 11. 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 - - Compute r ....... ft W 15. Channel slope, s ... ........................ ft/ft 16. Manning's roughness coeff., n .............. 1.49 r2/3 81/2 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 0 � (210-VI•TR-55, Second Ed., June 1986) D•3 Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project U 3�Q _ _ By Da to Location Checked Date Circle one: Present Develloe A a-k—A A 3 Circle one: Tc Tt through subar n 14 Z 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) ........ .... 2. Manning's roughness coeff., n (table 3-1) 3. Flow length, L (total L C 300 ft) ....... ... ft 4. Two-yr 24-hr rainfall, P2 .... .............. in S. Land slope, a ........................... ... ft/ft 1 C�b. Tt - 0.00 (nL)4 0.8 Compute Tt hr + P 0.5 0 2 s Shallow contentrAted flow Segment ID 7. Surface description (paved or unpaved) _ i 8. Flow length, L ft 9. Watercourse slope, s ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s 11. Tt 3b00 VV Compute Tt ...... hr + Channel flow Segment ID 12. Cross sectional flow area, a ............... ft2 13. Wetted perimeter, pw ft 14. Hydraulic radius, r - fl Compute r ....... ft p w 15. Channel slope, s ........................... ft/ft 16. Manning's roughness coeff., n ............ .. 2/3 1/2 N dIkOGlGi4f'i1 n l7. V 1.49 r s Compute V ....... ft/s �� 18. Flow length, L ...... . ..... ... .......... .. .. ft 350 19. Tt 3600 V Compute Tt ...... hr U,U y + D 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) hr (210-VI-TR-55, Second Ed., ,tune 1986) D-3 Worksheet 5a: Basic watershed data Project V Ni-mn Location QK. By Date Circle one: Present evelope Frequency (yr) 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 i to outlet i� Am Tc Tt ITt P CN Q A m Q I Ia/P (miZ) (hr) (hr) (hr) (in) (in) (mil—in) (in) s A ,0033 a4 �- A Z � -pb03 1 ,4 ZZ AZ loot 3 , 04 , z1 too 3..0 81 1. 31 . 000 046q . I 6 A3 .00 15 .014 A Z ,Gy aid Sf , Jl • OaG ! /, 42Z .bq x t + t i t t t t t t +. 4 t. t + t t - t + t t From worksheet 3 From worksheet 2 From table 5-1 O Worksheet 5b: Tabular hydrograph discharge summary Pro jecc A-) u-1 �` —ra .I li. - Locatton /ALON-an-t-W By Date Circle one: Present eveloped Frequency (yr) _ 7 Checked Date Basic watershed data used t/ Select and onter h dro ra h times in hours from exhibit 5-l1 Z/ Subarea Sub- t la/P AmQ 1106 I1 .i 12.0 IL I 12. 7i M.3 IZ. `{ 11,7.r 117.6 1L,� name area too 12.Y/ t3,� Tc outlet 2 •Discharges at 4elected hydrograph times ]/ (hr) (hr) (MI, in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - A ( ,Oct .21 ,644 1.0003 Q (1 0 0 COI . o q rOb � 01 � Ol �04 05 0,4 Q� ,� 6 - . 14 too) .!� Zq �� 1t i .13 ,9� , SY ,45 ,31 1z7 rl� .l�{ 0 A , lS , off sty pool .o° .6p ,c7o. oo. 03. GZ � p2 , vZ ,�� .C) U C: to n C C C]c Composite hydrograph at outlet AcivA L, pV)uo pF i-o o- tP H A s U 2 1lorksheet Sa. Rounded as needed for.use. With e_ xhib_it _5. Enter rainfall distribution type used. z I OL 5ro R.� 3/ Hydrograph discharge for selected times is Am multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project Q�k7y7b Location AL M ahq_OQ ^PL. By Date 4�z1 49 Circle one: Present evelop Frequency (yr) [[ 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 r� Am Tc Tt ET P CN Q AM I Ia/P C (mi2) (hr) (hr) (hr) (in) (in) (mil-in) (in) a I . 00 :5 09 42, Z. I 4. 4 51 ,so r 0 0 z 2 r, . 04 Q z . v �f .R S� , s� °v1 1, Jz7 ,�lZ x rl + + + + + + + + + + t : :.. + + + + ._ . . . + + + + From worksheet 3 From worksheet 2 From table 5-1 a Worksheet 5h: 'Tabular hytirograph discharge summary Project VA LT-?=—o Location By Date Circle one: Present evelope Frequency (yr) I U Checked Date Basic watershed data used �/ Select and enter h dro ra h times in hoeirs from exhihtt 5- Subarea Sub- IT I /P A Q p name area to a m j �, �. �I,�j IZ b I�� I !Z. Z 12, 3 /�. f Z, r 12, L I /2. 7 12,6 ( �,O T outlet -Discharges at %elected hydraKrapl, times ]/ (hr) (hr) (mil-in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - � � log Z AC9 ,3Cf 3t AZ .06 _ , 10 .003 R� 7 �52 , 7 t a to n C L 0. c eD rD ca 00 Composite hydrograph at outlet ��Z�� IQj 2, 13 t/ A --rJ A L tZ V IJ d fi-o ft- P K K`IB- Workshtet 5a, Rounded as needed for use with exhibit S., 2-/ Enter rainfall distribution type used. % O �� S70 Q.M 3! Hydrograph discharge for selected times is AMQ multiplied by tabular discharge from appropriate exhibit 5. Worksheet 5a: Basic watershed data Project U U i Location IQl_ M G,4E _ By Date Circle one: Presen Developed 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 AmQ Ia Ia/P C (mi2} (hr) (hr) (hr) (in) (in) (mil-in) (in) A ) ,bo 33 .09 A Z. Z ! �� 5 �! !,-1� .a o 5 I ,�jZZ ,30 A A2, fa 6,5 1 4, 39 .00 6 6. q0 . 07 n As , � o , 3 , I S . o y A Z . 044 G, S 'SI 1,14b . o o Z I ,ry77 n C 7 tp W 7 t t t t t t t t t t ! t t 4 t-- t +. t - t + + + From worksheet 3 From worksheet 2 from table 5-1 O U Worksheet 5b: Tabular hydrograph discharge summary � Project Um i r-p-- lfi.ti D Location At-m 4 a b—� - By Date Circle one: - Presen ' Develop; Frequency (yr) 100 Checked Date Basic watershed data used Select and enter li dro ra h timer. in hours from exhibit 5-111 Z/ Subarea Sub- ITt la/P Am name area to -11,(s 11,9 1W,0 Iz, 12. 2 12. Ij,y f,L', S IZ•� 1Z. lZ. � l j,0 Tc outlet 2 -Discharges at ;elected hydrograph times ]/ (hr) (hr) (mi -in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - A 1 -0 CI 005 0 .04 .13 .3� .�6 t. ,b Z .� S z.11 1.83 !,Lib 1"3 N A Z .bra •- ,.01 1,03 145 t,55 �91 5.19 l,q,7 c A 3 . 15 too , 30 . 00 t 0 ,v3 0,110 ,rS 0,SA .1% ,A? a A U-C w F%-0 ALR� 'Y to n o - 5 C1 C C_ Rr 00 O� Composite hydrograph at outlet 5,NL 6,0 2� 4 , 0 ;-7 I/ A cTu A L R_U kd of fo M p�-/A S I _ uorksheet Sa. Rounded as needed for use with exhibit 5. 2/ Enter rainfall distribution type used. 100 Y 2 51-10 3/ Hydrograph discharge for selected times is AmQ multiplied by tabular discharge frow appropriate exhibit S. j 00 y�. sro a^ Q A LL-0 v-JA g _ 5, 9 7 IT. Z H R-s ACTUA-L FR j o% A► -&AS Az A 3 (w/o A tL*-A A -il 3,Q '7 t 0, 5 � = 4, 5 cf-s 1 2 , Z � rz5 d A t.-L - �► ( 7 "M rA L . p EA/L Z 1-7_c� c Fat P� ae 7" r10 N CApA CA r%f r 7750 G 1v2 �rPG Size vSe -- n uSL 8 A DIA RebuLr y O, l z5 TrrZ = � 2 ri - Sl�y 'Q f M t-T-L--tL _- 4 uTtET- A- Y3oT7D.M OF A C-�1-7bti VISE loo BASI /V . f - 0 ��s �, K T-y _ - — -- Ali OF ,y - �� GERALD P. yN 8FR50N 3fRUCTMA! y No. 32387 S AL Worksheet 6a: Detention basin storage, peak outflow discharge (qo) known Project Q t C-19 INO0STr- rtZ By Date 31 zeill � Location ALM1:4►2•t''t`j 10PL, Checked Date Circle one: Present evelop ArLe-A A -1 Np tm-t 5t'oz _I_Li�LL � t -� -- tilt -- � ' ! i - y at 1 Q _00 _ 14 i ° OVrLzr �:Si•�l _rl r,�_�. + _' I t F T lei a - �.}.. _ .a.. + Zpp 4000 6000^ 0 OW C 21�5 C+ Detention basin storage V e 1. Data: l 6. V ................ Drainage area ....... Am �• 33 mir q Rainfall distribution (use o with figure 6-1) type (I, IA, II, III) qi 7. Runoff, Q ...... in 1st 2nd (From worksheet 2) sta a sta e 8. Runoff volume, V ac-ft 0.2G 2. Frequency ...... yr Z LO (Vr w QAm53.33) 3. Peak inflow dis- 9. Storage volumb. charge, qi cf8 Vs 8C-ft f (from worksheet 4 or 5b) V 1/ (Ve . Vr(V—')) 4. Peak outflow disz ONS� ��+ r charge, q .... cfs ° 10. Maximum stage, Eiasx (From plot) q 5. Compute ° ........ qi 1� 2nd stage qo includes 1st stage qo. (210•VI•TR-55, Second Ed., June 1986) D-7 U NL t�YY1 N V)uSTP(AL. 57a0CC- C-)w Lv(C-YL (2c:Vr4--'Z.v . ASSV rxf-0 GO LT S r T'&� A c-a155 Id r3 0 VT- 50 S Tb 13 a w t t 5 V-0 ¢_ TO a At 4►z e-M . WOfLYL W rri `sj� ACR-E-5 & Z.� l� Ire p�ttJivVS C 'tit.A r4 A L-C-0 u/A IS L--V, T7-0-,2 l 1 2 5T0 2M R-U N vFf- (IAc.."WAIRtE, r ►jm r. v _'� LO 1 LL 13Ic- 4, 0 o c S 1z. W/ P r p r mi D AT ° (/. O0z U5E 7-4 u Gu +-Vj-7T Q, Z p6 10 c R-S C-q p q C4 f-Y C-A pAc:i 7-j FO Q g ti,y PO SS I Ib Le 5. 7-t OIMI&41 c Worksheet 2: Runoff curve number and runoff Project 'S t A L 01 By Date Z! efC-t Location Checked Date Circle one: Present eveleped li�f�UlM 50 �/0 Oj= . _6 1' 1. Runoff curve number (CN) PASS 1 k ON 07' GO lND rV Soil name Cover description 1/ Area Product and CN - of hydrologic (cover type, treatment, and ry CN x area ' group hydrologic condition; N rl 'I 2racres percent impervious; a ❑mi2 unconnected/connected impervious o ao ❑% (appendix A) area ratio) 'k'�, w A LA S �� So/v� 3 boo �1 Q I'N L. 260 F CZ'S 0�� 10 7 5 71 r Use only one CN source per line. Totals � 7 3 CN (weighted) .. total product r ��L �L{ Use CN total area ------�-; 2. Runoff Storm #1 Storm C2 Storm d3 Frequency . ... . . . . . . . . . . . . .. .. . .. . . . . ... yr Z 0 Rainfall, P (24-hour) .. . .. . .. . . . . . . . . . . in 3, O .4� 6, L, Runoff, Q . . .. . .. . . . . . . . . . . . .. . . . . . . . . . . in • 17 �7If 1, 73 (Use P and CN with table 2-1 , fig. 2-I , or eqs. 2-3 and 2-4. ) (210•VI-TR-55. Second [%d_ .!tine 1986) Worl(sheet 3: Time of concentration (Tc) or travel time (Tt) Project Sr 11ALZK 66L^T-- By Date Location Checked Date Circle one: present evelope Circle one: Tc Tt through subarea kltl)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) ........... . 2. Manning's roughness coeff., n (table 3--1) .. 3. Flow length, L (total L < 300 ft) .......... ft 4. Two-yr 24-hr rainfall, P2 .............. .... in S. Land slope, a .......................... . ... ft/ft 0.007 0.8 6. Tt 0.5(n0? Compute Tt ...... hr + P2 s Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) ..... 8. Flow length, L ............................. ft 9. Watercourse slope. s ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s 11. Tt 3600 V Compute Tt ...... hr + ' Channel flow Segment ID 12. Cross sectional flow area, a ............... ft2 13. Elected perimeter, pw ....................... ft 14. Hydraulic radius, r - P Compute r ....... ft u 15. Channel slope, s ........................... ft/ft 16. Manning's roughness coeff.. n .............. 2/3 1/2 17. V - 1 .49 r s Compute V ....... ft/s n 18. Flow length, L ..... .......... .. .......... .. ft 19. T[ 3600 V Compute Tt ...... hr + 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11 , and 19) .. .. ... hr 5(M 14'-An A35uM�+oW A S V sco UwI--s�o aN S'T9 (210-VI-TR-55, Second Ed., ,Lune 1986) TC D 3 11 a Worksheet 3: Time of Concentration (Tc) or travel tirne (Tt) Project p By Date 't 1 Cf of Location Checked Date Circle one: Present eveloped through subaren FeDNT' �j lr�� -[t3_ (11 1rti-a S Tbr Circle one: TC 0 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) ... .... . . .. . 2. Manning's roughness coeff., n (table 3-1 ) .. 3. Flow length, L (total L C 300 ft) ...... . . . . ft 4. Two-yr 24-hr rainfall, P2 in S. Land slope, a ................ .......... . ... ft/ft 0.007 0.8 b. Tt P o.5(so) Compute Tt hr + • z Shallow concentrated flow Segment ID 7. Surface description (paved or unpaved) .. .. . 8. Flow length, L ft 9. Watercourse slope, s ......... .. ... ......... ft/ft 10. Average velocity, V (figure 3-1) ....... .. .. ft/s 11. Tt 3600 V Compute Tt .. . . .. hr + ` Channel flow Segment ID 12. Cross sectional flow area, a ........ ... .. .. f t 2 Z 13. Wetted perimeter, pw ...... ... ........... ... ft 2-7. y 14. Hydraulic radius, r - a Compute r ... .... ft p ( � w 15. Channel slope, a ............. .. ......... ... ft/ft O,O 16. Manning's roughness coeff., n .. ... .. .. . . . .. V.L-q G 1 .49 r2/3 al/2 I7. V Compute V ... . ... ft/s r n 3j 18. Flow length, L ............ ... . . .. ..... . .. .. ft 3 0 19. Tt 3600 V Compute Tt hr Z3 + Z�, 20. Watershed or subarea Tc or Tt (add Tt 1n steps 6, 11 , and 19) .. .. . . . hr r Z 7 (210-V1-TR•55, Second Ed., ,tune 1986) fl 3 Worksheet 5a: Basic watershed data N tT N 9 / Project 510 Qt o %--T Location By Date Circle one: Prese Develop Frequency (yr) 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 [ion subarea to outlet iJ ! Tc Tt ET P CN Q AmQ Ia Ia/P {mil) (hr) (hr) (hr) (in) (in) (mil-in) (in)C 5pc-, ,o o 5 ,off ,Zl VN !T-ev zr4, c s J� r vNlrrO 4 *6 Jul IZq ♦Q©� 1r 70 Y 37 — S N ITUM $17 f Cot s r- R• A"p qmy ZS°/V /* po V!o �s 1N edtoU S, S x + + t + t + + t + + t + t.. s + t. + + + + + From Worksheet 3 From worksheet 2 From table 5-1 cr+ ' ork:ahcel 56: Tabular hydrugraph discharge summary i N ! T-�`Y� I �Ir Project - Gf tgj 4T "� _ i3a 0: Location By Da to Circle one: Present Develope Frequency (yr) Checked Date Basic watershed data used V Select and enter h dro ra h times in hoeirs from exhibit 5-777-1/ Subarea Sub- ITt Ia/P AMQ t I, �o l 1, 1 Zed r2, I �Z. Z �Z. 3 f2. V 2. name area to T outlet -Discharges at .elected hydrnKrapl, Limes ]/ Or) (hr) (ml -in) - - - - - - - - - - - - - - - - - - -(cfs)- - - - - - - - - - - - - - - - - - - - - �+.N. �'L1 ,06 -T •37 CO. .Z 3 .`� 3 6 1 ,'1 2,4S Z J Z. 1. 3 o 1,04 N spk-ct,- .06 ,y� ,3� ,o�y ,I �, ►3 `� .s1 3 I, r 1 ,Y$ 2 ,01 I,l l& c cn to A n c FL I c., c A as oa Composite hydrograph at outlet .1 t (Zj 00 Worksheet Sa. Rounded as needed for use with exhibit 5. peAK F(_aw 'T*,R V C- t-v tMT" Enter rainfall distribution type used. ]/ Hydrograph discharge for selected times is Am{) multiplied by tabular discharge froia appropriate exhibit 5. i i i i IG5 LOG 9- BOX # ' DOCUMENT# ba PAGE # DWO 3/23/09 9.49 AM BUILDING CODE REVIE� ABBREVIA71ONS THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR A.F.F. — ABOVE FINISH FLOOR ALUM. — ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE APPD. — APPROVED APPSTATE BUILDING CODE AS FOLLOWS: 5RG. . — BEAROxIMATE RG. — BEARING BLK. — BLOCK BLKG. — BLOCKING 0 BD BOARD CRAFTER 3/4/5/(p BLDG. — BUILDING NEW BUILDING FOR , G.B. — CATCH BA51N USE GROUP F-I MODERATE HAZZARD FACTORY CLKG. — CAULKING C.1. — CAST IRON TYPE OF CONSTRUCTION 2C NON COMBUSTIBLE/ UNPROTECTED CLG. — CEILING ALLOWABLE BUILDING AREA UNLIMITED W/ SPRINKLER C -- CENTER CILL — CENTERLINE PER SECTION 507 C.o. — CLEANOUT CLR — CLEAR ACTUAL BUILDING AREA 101780 S.F. CLO, -- CLOSET ALLOWABLE BUILDING HEIGHT 3 STORIES/ 50'-0" N/ SPRINKLER CTD. — COATED G.W. — COLD WATER PER SECTION 504 COL. -- COLUMN UNITED INDUSTRIAL SERVICE INC ACTUAL BUILDING HEIGHT IB'-6" EAVE HEIGHT COMP. — COMPACTED CONC. — CONCRETE HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE CONST. -- CON5TRUGTION CONT. — CONTINUOUS CONTR. — CONTRACTOR C.J. -- CONTROL JOINT C�4 A F T E R 9 CMPR -- CORRUGATED METAL PIPE DET. — DETAIL LOAD 120 HERBERT P . ALMGREN DR . AGAWAM MA , FULLY SPRINKLED WIT IT 14 ACCORDANCE WITH SECTION g04,0 DIA. -- DIAMETER DIM. --- DIMENSION C�4AFTER 10 REQUIRED PROVIDED DN — DOWN DR. — DRAIN DWG. — DRAWING D.I. — DUCTILE IRON NUMBER OF OCCUPANTS - 25 EA. — EACH NUMBER OF EXITS 2 MIN 4 E.W.G. — ELECTRIC WATER COOLER LENGTH OF TRAVEL 250'-0" MAX 175' ELECT. -•-- ELECTRICAL EQ. — EQUAL EQUIP. — EQUIPMENT CHAPTER 13 REQUIRED PROVIDED EXIST. — EXISTING FAN E.J. — EXPANSION JOINT DRA�� NG U R U EXT. — EXTERIOR ROOF ENVELOPE .052 101.23 ,056 1q.55 FT — FOOT/FEET DWG DESCRIPTION WALL ENVELOPE .077 12.gq .072 13.55 FIT. — FIRE TREATED FLR. --- FLOOR F.D. — FLOOR DRAIN C�A F T E R 1 �p FTG FLOUR, -- FOOTING FLUORESCENT If FDN. -- FOUNDATION ROOF SNOW LOAD 35 PSF GAL. — GALLON ROOF DEAD LOAD 4.5 PSF GALV. — GALVANIZED r'� ROOF SNOW DRIFTING PER SECTION 1610.E [OFF. ROOF ONLY? GR• — GRADE SS 5 PSF GYP. --- GYPSUM COLLATERAL LOAD MEZZANINE LIVE LOAD 60 PSF N PTS. - HIG 4 PRE55URE 50DIUM MEZZANINE DEAD LOAD 10 PSF POROR HOLLOW METAL IZ — HORIZONTAL $' �• " • r� =(s WIND LOAD 70 NP1-I1 ZONE I, EXPOSURE S W.N. — HOT WATER H J l 4 SEISMIC LOAD PER SECTION 1612.0 �� D. - HYDRANT -� — PROJECT LOCATION INCL. — INCLUDING INFO. — INFORMATION I.D. — IN51DE DIAMETER INSUL. --- INSULATION ZON I NG REVIEN INT. -- INTERIOR J.P. — IRON PIPEsri.yu� INV. — INVERT JT. — JOINT { 4 THE BUILDING AS DESCRIBED BY THESE DRAW L..G.c.DRAWINGS MEETS OR L •--•- LAVATORY B. --- LEACHING CATCH BASIN i EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF TIME LG. — LENGTH/LONG i I LOCAL ZONING ORDINANCE AS FOLLOWS: LT. — LIGHT `LIN. — LINEAR � '` I SITE PLAN APPROVAL ,.,ti�.�- �, r•, s= L.L. — LIVE LOAD AGAWAM PLANNING BOARD L.P.S. — LOW PRESSURE SODIUM PROPERTY LOCATION 120 I-IERBERT P. AL1 IGREN DR., AGAWAM, MA. M,H• — MANHOLE MAN. — MANUAL M.O. — MASONRY OPENING MATZONE INDUSTRIAL A MAX!L — MAXIMRUIML LOCUS FLAN �� C202 MED. MEDIUM MEZZ. — MEZZANINE ITEM REQUIRED PROVIDED MIN MIMMUM lrous LOT SIZE 1 .5 ACRE MIN 3.773 ACRES M.R. — MOISTURE RESISTANT MTD. — MOUNTED LOT W 1 DTH NA NA N.I.C. — NOT IN CONTRACT LOT DEPTH NA NA NOM — NOMINAL N.T.S. -- NOT TO SCALE FRONT YARD SETBACK 75' 80' NO. — NUMBER SIDE YARD SETBACK 45' 45' NW 113't SE O.C. — ON OFFICE REAR YARD SETBACK 45' 239'± OPNG• — OPENING OPP. — OPPOSITE t BUILDING SIZE NA 191750 S.F. O.D. — OUTSIDE DIAMETER BUILDING HEIGHT 30' MAX W-6" EAVE HGT OVHD — OVERHEAD PTD. — PAINTED PERCENT COVERAGE 50% 12%t PNL. — PANEL OFF-STREET PARKING I PFiZ5ov S.K 35 + 2 H.C.+ 3 VISITOR PART. --• PARTITION PERF. -- PERFORATED 14 780 S.F-r- 500 5 F = 40 PERP. - --• PERPENDICULAR OFF-STREET LOADING I LOADING DOLOR MIN, 4 LOADING DOORS PL. LAM. - PPLAT�fC LAMINATE LANDSCAPING PER AGAWAM CODE SEE DWG 1_104 PLY, — PLYWOOD P.5.F. — POUNDS PER SQUARE (FOOT P.5,1, — POUNDS PER SQUARE 'INCH P.T. — PRESSURE TREATED SYo� LEGEND R -- RADIUS REF. — REFERENCE REINF. — REINFORCED + R.G.P. — REINFORCED CONCRETE PIPE REQ.'D — REQUIRED CONCRETE BLOCK ® WOOD TRIM RET. - RETAINING ` . Frt REV. REVISE R.O.W, --•- RIGHT OF WAY RM -- ROOM R.O. -- ROUGH OPENING ® BRICK ® PLYWOOD SAN. -- SANITARY 5.MA -- SANITARY MANHOLE SCHED. -- SCHEDULE ® BATT INSULATION EARTP 5 S.T — SERVIOCNE SINK SEW. - SEWER ENGINEERING SDG — 51 DING— SHEET I I I I I I I I I III I. - Sim. _ SIMILARTHIII IIIIII IIIII I IIIIII I II III .: _. ., CONCRETE ® BLOCKING SQ. -- SQUARE II 5T. STL. --•- STAINLESS STEEL P A N N I N G STD. — STANDARD STL. 3 *t — STEEL ST. — STORAGE CONSTRUCTION GRAVEL STEEL sT - STORM STR. — STRUCTURAL 5L -- STRUCTURAL LINE 5YM. — SYMMETRICAL C 0 M P AN Y RIGID INSULATION XX WALL NUMBER THKP - THICK TEMPERED SINCE 195'5 T1'P. TYPICAL U.O.N. — UNLE55 OTHERWISE NOTED U.G. — UNDERGROUND XX DOOR NUMBER VERT. — VERTICAL SECTION INDICATOR V.T.R. — VENT THRU ROOF V.C.T. — VINYL COMPOSITE TILE W.C. - WATERCLOSET B U TLE R XXX ROOT"I NUMBER W•H. -- WATER HEATER W.W.F. -- WELDED WIRE FABRIC R xx INTERIOR ELEVATION X w/ .== wi°� BUILDER W 1 NDOW NUMBER wD. -- HOOD r DWG 4/12/99 12:11 PM 25'-0" 168'-0" 10, / 1 N/F /ALAN F, CR05BY 236 BOWLES RD. ♦ �i BOOK 8966 PAGE 22 / L PLAN BOOK 2ql PAGE 104 � o n CL W � / U 120 H. P. ALMGREN DR. • '� r -F BOTTOM EDGE OF PARCEL E-2-A r: 5WALE / AREA- 3.773 ACRES `- t z �� OVERFLOW 5P1 LLWAY ♦ ,' :_ ' W/ STONE RIPRAP N 48026'5" E �• 26g 81' — — — TOP EDGE OF DETENTION AREA i a DETENTION AREA 4'-0" 25'-0" Q TOTAL CAPACITY- 7750 cF O N cD o O 4 EXTENDED DRIVEWAY U0 Lu FOR FORKLIFT ACCESS 00 t` 00 BERM p N M o J D _ cl� s PARCEL E-2-B � It I +�u 4 ,E 30' DRAINAGE I ! rn AREA- 8.277 ACRES � " EASEMENT � � ' ' I ti 7o r I I APRON o W N j N EN BUILDING BLDGRE 1 gFIN FL EL-1g8'-0" I O 1 0 - i Lo to j I 1z Z ] n w - O CONSTRUCTION 14 I I W z F- TRAILER j l i I i 5'R I Z z (I) U O 80 -O I ❑ CONC 5,R Lw 0L U u) EXIST SETBACK �, APRON q� Iq'-0" - OZ CURB [TYP] 0 2 '-I! 1/2" cONc �� OF - 10'xa'x(p' TWK t-- O CONC DUMPST i APRON CURB , PAD p I SERI'T tR � 5'R Q c DNC I 30 28' 11' 8 SPACES @ q'-O"= 72'-0" 10' CUT EXIST f sIDEwA�1c V V V b► 0 o O CURB 1 {^ " 5'R 4'R R 25'-0„ 4' 6 SPACES @ q'-O"= 54'-0" t�'v — Z UJ _ 14 II 12 � � 10' q' q' q' 8' q` q SPACES (P q'-0"- 81'-0" 15- 17' S,R = Q U i „ 2 1/2"PAVI 3' PAVING — a- Z 25'-O" -0 12 SPACES @ q'--O"- 108'-0" `' u.IAINLINK FETiG o } W/ OPAGUE SLATS = >- Q +' u SIGN N.I.C. , j � � N TOP EDGE OF DETENTION4 t GATE-W.C. AREA _ Q `�' SAWCUT EXIST 5'R n PAVED SPILLWAY �? 0 CL 5 j / o DETENTION CAPACITY= 4726 CF = O =PAVING 30'R 25'R 1/2"PAV1 1 / 5R h — = U W - - - - — } O WESTMASS AREA DEVEOPMENT CORP, r j J I s IOq'-0" „ ' o _ <J BOOK 5368 PAGE 345 r EXIST--- —s' PAvrrxw + 3' PAVING o ,� 4---~ 3 B1T.PAVEMENT---�- W _ Q PAVING f ` 134 -0 CTYP @ TRUCK DOCKS Q c`�'v = w — J p PLAN BOOK 286 PAGE 83 J N 4 ACCESS ROADS] �, — — (O W S 44'54 41 W PAINTED ISLAND15,47' END ( 1 N35 31'43"W CURB F g'--0"x 20'-0' PARKING SPACE NOTES: Z CTYP OF 35 SPACES+ 2 PC+ 3 VISITOR] I�O� S' (Y CAPE COD BIT CURB [TYP] 2 1/2' BIT.PAVEMENT w Q CUT EXIST CTYP @ PARKING AREAS? I. SITE PLAN INFORMATION TAKEN FROM PLAN " CURB ENTITLED PLAN OF LAND IN AGAWAM, MASSACHUSETTS- SURVEYED FOR WE5TMASS AREA DEVELOPMENT CORPORATION" BY HERITAGE SURVEYS, INC.- REGISTERED PROFESSIONAL LAND ' Q SURVEYORS-COLLEGE HIGHWAY 4 CLARK ST., P.O. BOX it W SOUTHAMPTON, MA,, TEL. [413] 627-3600. JOB # 2408-94OgOq, DWG # 2408605C, MAP # 2408-981026 Q N/F DATED: NOVEMBER 11, IggB. ' RENZ AMERICA CO,, INC. �--- Z q2 W. P. ALMGREN DR. cn BOOK g101 PAGE 378 PLAN BOOK 272 PAGE 32 _z j Q m _. w co z � � SITE PLAN Ail SCALE:1"-30'-O" 2%r TRUE NORTH PLAN NORTH Liol DWG 4/16/99 12:58 PM / 1 � 1 c" EXIST DRAINAGE SWALE / EX15T GAS MAIN � cl x [FIELD VERIFY LOCATION] cQi U W EXIST 8 PVC 5AN SEWER OVERFLOW SPILLWAY EXIST 12" DI WATER W/ STONE RIPRAP-1g5.B3 MAIN PVC ROOF EX15T UG ELECTRIC DRAINS @ 0.5% # TELEPHONE TOP OF �.. [FIELD VERIFY � ` -� LOCATION] lG I DETENTION AREA W NV=192.25 � 1 SEE DET. DWG, L105 DETENTION AREA PIPE OUTLETS W/ 0 M TOTAL CAPACITYR 7750cf STONE RIPRAP CTYP] INV=Ig4.50 to � rINV= 12"@ 5.5% B-1 iNV-ig4.25 10" c ® I iq0. a' 8" PVC ROOF DRAIN ' J CV 00 _ - - , CAPPED FOR FUTURE USE L W � I - I ' j � In ►n to r--i i--, EXIST HYDRAN I 1 G DOWNSPOUT TIE-IN- - - - CTYP OF 101 h SERVICE l � i' 0.1. CLASS 5 I E I u u WATER SERVICES a. 1 1 � BLDG MTD LIGHTS EXIST " NEW BUILDING I CTYP OF 63 1 SEWER STUB 1„1 it CONDULITP� pC FIN FL EL=iqB'-0" � I O TEL I CD ~ z_ U I sMH-I 6 ��fc 1 E (D :D r� z �... n E -" --- SAN W Z W O EX15T 8" DI ` ! I I Z Z Z U O WATER STUB I 1 8" - - - - - - - - - - - _ - - J, Z J .Iz �Z�1 < r CI To 1 k5" PVC ROOF w � � V 1 BEYOND F ND 0 DRMN 0 INV f FDN 193.60 (z DROP DOWNSP PUTS 1 O I ONTO PAVEMEIIT ORSPLA ' PADS PVC ROOF J lk CTYP OF 33 + DRAIN5 0 0.5% Co ' Q 1 I EL EL b► b► _ ?' 0 U.4. SECONDARY IN [2) 4" PVC I CONDUITS PAVED SPILLWAY } } [F ELD VER 7 ' PAD MOUNTED TRANSFORMER W/ RIPRAP - Q Q z3 j BY UTILITY COMPANY O a 4 EXIST 8" 1 k� , U.G. PRIMARY BY UTILITY COMPANY 1 1 WATER STUB PROVIDE 123 4" PVC CONDUITS 1 - `-' O= DETENTION AREA _ = U TOTAL CAPACITY- 4725cf - }W Mj W 24" RCP CULVERT W/ 12" PVC STORM T INV= 191.50 W = _j o I 1 N FLARED ENDS DRAIN 0.5x 5 - �----- - -' _ _ O U C5-1 �- - - - ----.� - NOTES F-- -- EXIST 12" RCP j I Nv OUT 188.17 - �� - J 1 [FIELD VERIFI'� 15" PVC STORM - f I DRAIN 0 0.5% . .. , 1. PRIOR TO INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES, THE CONTRACTOR/ OWNER u, EX INV=188.50 SHALL CONTACT THE TOWN OF AGAWAM's ENGINEERING DIVISION, @ 786-0400 EXT. 275 NO PIPING/ APPURTENANCES �� •- EX GB SMH-i WILL BE INSTALLED OR BACKFILLED WITHOUT PERMISSION w OF THE DIVISION. ti,i Q J J f 2. EXISTING UTILITY INFORMATION TAKEN FROM PLAN ENTITLED Q "INDUSTRIAL PARK IMPROVEMENT PROJECT- PHASE IV- AGAWAM REGIONAL INDUSTRIAL PARK","ROADWAY PLAN AND PROFILE"; BY KEYES ASSOCIATES, WALTNAM,MA. Q DATED: FEBRUARY Ig87, 3. NOTIFY TOWN OF AGAWAM'S ENGINEERING DIVISION OF cn 0 LOCATIONS AND DEPTHS / INVERTS OF ALL WATER AND SANITARY SEWER STUBS, AND UTILITY INFORMATION. �.. w � m DRAINAGE STRUCTURES • NUMBER TYPE DIAMETER RIM ELEV INVERT ELEV FRAME HT COVER ELEV SUMP EL PIPE SIZE 5 0 CB-1 CATCH BASIN 48" Ig2.75 SW 18g.83 NE Ig0.00 4" 192.08 187.08 SW 12" NE 8" GB-2 GAS TRAP G.B. 60" Ig5.00 NE IBg.08 SW 188.g2 4" 1g4.33 183.33 NE 12" SW 15" `n T 4" W -10" E-10" '�"' DB-I DRAIN BASIN 12" 194.50 SW Ig2.17 NE 192.17 - 191.50 5W 12" NE 12" 517E U I I L 1 7Y PLAN 2 SGALE:1"-30'-0" IAfl TRUE NORTH PLAN NORTH L102 N DWG 3/30/99 1:21 PM 1 / 1 Gsi aq at r c. -- RIM-1g4.50 t% DETENTION CAPACITY- 7750cf �q�O .� y �e� p., .�( INV-1g2.25 / \� 1%.50 SEE DET. DB-1 ,q4 / /� / TYP EXIST GRADE LINE 4 ) DWG L105 1q3 J r . 4. 20 lqq TYP PROPOSED GRADE LINE 17 1q8 1 INV-Ig0.00 0 N f I lq4 _ po Iq3 INV-1g4.50 � pip 11 1q6 fq5 � I f ,a5.as 1q7 N to � J tr) Lo I tab.5o 1q4. — — — — — � � � D r-,r-, I { � � ti7.b f � � 201 �- ' � L � LLLLLII � ' 200 6J,qq— y � NFN BUILDING FIN FL EL=1q8`-0" � +FlEff W7 1qq � � � — zZcn v o $ tg7.b7 Q Z 1 at7.b7 t94.00 / w (I C) 1) 0 lcr F- LLL LL 20,.00 197.67 / J / 2 1 : L105 MIS, 7 Woo ¢ 3 1 ' 1qb � _ INV=18a.3 t �' / — 0 C� U O = LLI / CqIV DETENTION --- _ � Wtg5,5o \ / / �/ CAPACITY=4725c W = Q LLJ JRIM- -� / / lq4 O fj -. -- ---- F- I ` tg6.t50 �5.00\ t4s.>;o lq5 f I N v-18 8.17 I q5. 1 q 4 LLj < 111111I � � � � Q co M: 0 cc a Z ca w V Z a a oL0 mw o cm T.B.M.- 186.40 CULV LOCATE P 123 SI R.G.P. 5 17 E GRADING PLAN ^U GULV RT GROSSING 0 RENZ L EAST SIDE- INV-186.40 " '_ , SCALE:1 -30 0 REFERENCE PLAN 2265-L2 SITE GRADING PLAN" TRUE NORTP PLAN NORTH L103 DWG 3/31/99 12:02 PAS 1 EXIST TREES - E � CIS? TYP OF 141 ALONG 1 p N PROPERTY LINE- VERIFY SPECIES,LOCATION / c AND CONDITION u SEED DETENTION AREA 1 p N i ANN.- o- 4 PERIODIC MAINITENANCEDE � M} l!) �I O 1 u ® 00 II Wao 1 GR Dsr SEEDED BERM y — — — — — — — — — — — I 1 j Lf) ul) I i Fc €2 I m m AF I I 1 € NFN BUILDING I I�f I ' JRih FIN FL EL-1018'-0" I Z O II WESED DISTURBED AS Z U � MEADOW MIXPROVDE 1 t D 0) I I PERIODIC MAINTENANCE , L J z •" I I I Z W GAR + I I I U` Z Z U O _ _ I _ _ _ _ � � _ _ z Q o Z w11U Ul € I I ❑ z !I I � a- �"'�J` J I— EDGE OF PERIODICALLY Q I i I I MAINTAINED AREA — 1: L ==j 1 z cn 4 f0 2 f3 2 f €6 + — I� !1 I FA AF DSY G.1 DSY I — Q I — z3 1 = o Q= 6' 04AINLINK FENCE 1 _ a, 1 W/ OPAGUE SLATS r p= f I 4 SEED DETENTION AREA 1 — L—J U W J f — W/ MEADOW MIX PROVIDE — _ PERIODIC 1'1AIN7ENANCI= W W J I J f Alap W w - wJ J JO � — — �. �— Q J o J I ALL AREAS WILL BE MAINTAINED LAWN5 U.O.N. wQ o� Q w � .. moo Q cl) w PLANTING SG� EIDULE SYMBOL DESCRIPTION SIZE QTY. Z J AF ASSORTED PERENNIAL FLOWERS 4 BULBS NA 30 Q ABC AMERICAN BEAUTY CRAB 6' - 7 1 FL --•-■ FC FLOWERING CRAB 6' — B' 1 1 1 1 SL SUNBURST LOCUST 2" — 2 1/2" CAL. 2 m w Of JRM .JAPANESE RED MAPLE 24" — 30" 1 DSY DENSE SPREADING YEW 24 w w Co AJ ANDORRA JUNIPER 18" — 24" 4 r DAA DARK AMERICAN ARBORVITAE 6' — 7' 16 CAR GAROLINA RHODODENDRON 15" - IS" 1 SITE LANDSCAPING PLAN CR ICATAHBA RHODODENDRON 18" - 24" 2 5 23M FA FLAME AZALEA 12" - 18" 4 TRUE NORTH PLAN NORTH L104 DWG 4/21/99 2:00 PM SEE DRAINAGE STRUCTURE SCHEDULE SEE DRAINAGE STRUCTURE SCHEDULE FOR DIAMETER, FRAME DEPTH, DRAIN FOR DIAMETER, FRAME DEPTH, DRAIN PIPE REQUIREMENTS RIM, COVER, INVERT, PIPE REQUIREMENTS RIM, COVER, INVERT, AND SUMP ELEVATIONS AND SUMP ELEVATIONS 4 1/4" HIGH 'CAPE COD' STYLE BIT CONC CURB TYPE "F" CATCH BASIN FRAME TYPE "F" CATCH BA51N FRAME I'-o" w AND GRATE AS REQCL'D - SET Lu AND GRATE AS REQ'D - SET BIT GONG PAVING {SEE or 2'-0"X2'-0" e. AND SURROUND FRAME WITH 2'-0"X2'-0" AND SURROUND FRAME WITH PLANS FOR THICKNESS) � MORTAR w MORTAR Q FINISH GRADE RIM ELEVATION "- RIM ELEVATION Nj 4. BRICK COURSES AS REQ'D TO BRICK COURSES AS REQ'D TO ' COVER ELEVATION PROVIDE PROPER RIM ELEVATION COVER ELEVATION PROVIDE PROPER RIM ELEVATION w O FINAL COMPACTED GRANULAR 71 FLEXIBLE BUTYL JOINT SEALANT FLEXIBLE BUTYL JOINT SEALANT BACKFILL I I- � CTYP3� j CTYP] � 4 - .� 4 > M =[[ EEI 1 I=II � I I=! 1 INITIAL GRANULAR BACKFILL COMP GRAVEL BASE > z DRAIN PIPE AS NOTED - SEAL > CL 4. JOI NT W/ MORTAR - PROVIDE _ "GAS TRAP" TEE W/ TOP END Q - - - �' CAP AS SHOWN AT OUTLET ry ° ---- ONLY w ° ° 0 0 0 0 0 0 0 0 0 Q + ul SANITARY SEWER PROVIDE 4-0" INVERT OUT ELEVATION E: D- = MIN COVER o oc pQ O ° 0 ° 0 ° ° ° ° 0 0 r I _ z PRECAST CONC CATCH BASIN w PRECAST CONC CATCH BASIN ° z 0 0 ° 0 ° HAUrJCHING [SEE NOTE 3] A n 4 'cv C] w W 0 0 0 0 o ° 0 ° 0 0 0 ° 0 CURS IDE7AIL p w 3/4" CRUSHED STONE BEDDING M ; — u_ i T �i z DRAIN PIPE AS NOTED - SEAL �p WRA PED W/ NON-WOVEN FABRIC SCALE• 1 1/2 —I 0 JOINT W/ MORTAR - PROVIDE T 0 0 0 0 0 0 0 0 0 [SEE NOTE 31 z _ "GAS TRAP" TEE W/ TOP END w p o 0 0 0 0 0 0 0 0 v CAP AS SHOWN AT OUTLET ' 3/4" CHRUSNED STONE BASE ONLY o 0 0 0 0 0 0 0 0 p Z a.f q ' INVERT OUT ELEVATION ,_ „ ^s:•� �. ,. 2'-6" MIN J c• Z k �' SUMP ELEVATION SUMP ELEVATION L `- co UNDISTURBED 501L I — — I UNDISTURBED 501L NOTES: I I III---I I I-III- I I I I I I-III---I I I-I I I THE INSTALLATION OF PVC SEWER PIPE SHALL I I I I�'"I CONFORM TO THE REQUIREMENTS OF ASTM STANDARD D-2321 v 2. THE EMBEDMENT MATERIAL SHALL BE 3/4" CRUSHED STONE " �� ® 00 6" DIAMETER 6" 6" DIAMETER 6" 6 DfA PIPE - LAID IN SILTY, I� � � SANDY SOIL @ MIN OF 5' BELOW �1 3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE GRADE -� o N � BEDDEING AND HAUNCHING i- n Ln 4. GEOTEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER m m r)r^ THRUST RESTRAINTS TYP uu GAS 7RAF GA7G� BASIN IDE7AIL- GA7G 4 BASIN DE7AIL SAN17AR"I DRAIN_ NOT TO SCALE NOT TO SCALE NOT TO SCALE SERVICE BEND @WATER SERVICE ENTRANCE Z 0 0 Lc) Z U � 10 � U D Z h s>la4 t9a.00 1g6.50 w Z o 1g5.83 GRADE BEYOND 7PRUST I` E S 7 I`AI N 75 � Q Z U SPILLWAY W/ Z J 0 Z Q RIVER STONE RIPRAP FIELD LO< GASKE75 W 0- U V) z Z 3 NOT TO SCALE O o x I SLOPE RIM=lq.4.50 IZ `9X 15" DRAIN BASIN Q 198,d0 t9$.00 Iga.00 ' , 12" PVC PIPE 0 0 �J - „ ' II � � 4 REDUCER - >m -I ' INV=Ig2.25 - O 4'-6" 4`-6" 4'-0" 4'-0" 4'-6" Z 3'_6" x I I I (!� k I I I I GRADEla = nnQ Z Lo 4 THK REINF CONC -_ H.G. SIDEWALK RAMP o j ! i — ZQ 3 12" PVC PIP I I = O 2dl.dd _ U O= H.G. PARKING SIGN J I I I I - - U LdLTYP OF 23 - — W� BERM INV=Ig2.17 . w 1 7.67 Li _3L' p� � i I I tg767 bjJ O+ + SUMP=IgI,50 O U k' W 197.17 Ig7.17 DS - 1 OL) 7LE7 DE7AI L 8" THK REINF CONG SCALE:3/411=1 -0 Q RETAINING WALL TYP CAPE COD [TYP OF 21 STYLE CURB w PAINTED LINES PROPOSED GRADE � I SLOPE 2'-6" 3'-7 3/4" a 4 WIDE TYP LINE U ui GRADE c ■ vn - � _ _ - � co W I RIVER STONE PLUNGE POOL Z o I AT OUTLET END ONLY cl J N i �_ Q = � a.. - - - - - - - - - - - - - - - - - - - - - - - - - - - , � 0o00 a m W • = J O O Q O O O O O V O O o 0 o O o RUBBER GASGET m O 000 000 000 000 000 00O v00 00O 000 000 00O c _- CN) -°„ -°„ -°"q JOINT- TYP. )oo ''O0oC 'OooCPOooC'OooCPO0oCPOooC)O,000ooO'00oCOc900'O9,CcO 70 000 000 000 000 000 000 000 000 000 000 000 c)( 0 0 0 0 0 0 0 0 2wl ,:f',00c),�g(:",;go"000";gcp,g ; 'I n 000 000 000 000 000 ACCESSIBLE SIDENALK DETAIL GULVER7 ENDDE7AIL- SCALE:1/4"mt'-0" SCALE:3/4 1'-011 L105 DWG 3/30/N 12:07 PM SITE NOTES SITE NOTES CONTINUED SYMBOL LEGEND 0 EX15TING CATCH BASIN GENERAL SEE DRAWINGS L101 FOR SITE PLAN PLANTING SET PLANT MATERIAL IN PLANTING PIT TO PROPER GRADE AND ALIGNMENT. PROPOSED CATCH BASIN SEE DRAWINGS L102 FOR SITE UTILITIES PLAN SET PLANTS UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR (o� EXISTING LEACHING CATCH BASIN RELATIONSHIP TO EACH OTHER OR ADJACENT STRUCTURES INITN SAME RELATION SEE DRAWINGS L103 FOR SITE GRADING PLAN TO FINISH GRADE AS BEFORE TRANSPLANTING. (N1 PROPOSED LEACHING CATCH BASIN SEE DRAWINGS L104 FOR SITE LANDSCAPING PLAN NO FILLING SHALL BE PERMITTED AROUND TRUNKS AND STEMS OF PLANTINGS. R, EXISTING HYDRANT WITH GATE VALVE SEE DRAWINGS L105 FOR SITE DETAILS BACK FILL PIT WITH PREPARED PLANTING MIXTURE FILLING AND TAMPING Jf4 PROPOSED HYDRANT WITH GATE VALVE UNDER AND AROUND ROOT BALL TO FILL 1N 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 CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. 0 28 DAYS BALL, = PROPOSED GROUND MTD LIGHT U.O.N. AFTER PIT HAS 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 SOIL AROUND EDGE OF EACH PLANTING PIT TO PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL FILL t BACKFILL FILL AND BACKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 8" IN DEPTH. HOLD WATER, MULCH AND THOROUGHLY SOAK. WRAP AND/OR STAKE DESIGNATED TREES D EXISTING FLARED PIPE END FILL AND BACKFILL SHALL BE COMPACTED TO cS% OF MAXIMUM DENSITY OF AFTER PLANTING, PRUNE BRANCHES OF DECIDUOUS STOCK TO BALANCE LOSS ► PROPOSED FLARED PIPE END OPTIMUM MOISTURE CONTENT. OF ROOTS IN SUCH A MANNER AS TO PRESERVE NATURAL CF-ARACTER GRAVEL BASE PROVIDE A b" THICK BANK RUN GRAVEL BASE UNDER CONCRETE APRONS, PADS APPROPRIATE TO PARTICULAR REQUIREMENTS OF THE PLANT m EXISTING CONCRETE CULVERT Y AND SIDEWALKS. GRAVEL SHALL BE COMPACTED W5X OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 24" MIN. AT DOOR PAD REMOVE BROKEN, DAMAGED, AND ASYMMETRICAL BRANCHES AND SUFFICIENTU PROPOSED CONCRETE CULVERT ON NORTH FACING WALLS. OTHER GROWTH TO ENSURE HEALTHY AND SYMMETRICAL GRCWTN OF NEW WOOD ON DECIDUOUS STOCK. PRUNE EVERGREENS ONLY TO THE EXTENT OF REMOVING O EXISTING SANITARY MANHOLE CONCRETE APRONS SEE FOUNDATION DRAWINGS SIO1 THRU 5104 FOR ADDITIONAL CONCRETE APRON BROKEN OR DAMAGED BRANCHES, o c� • PROPOSED SANITARY MANHOLE PADS, SIDEWALKS PAD, SIDEWALK AND LAYOUTS AND DETAILS ALL SHRUBS AND TREES SHALL BE FREE OF DISEASE AND INSECTS. SHALL APRON PAD AND SIDEWALK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH NOT HAVE ANY BROKEN OR DAMAGED BRANCHES AND SHALL BE OF THE BEST h4 EXISTING GATE VALVE r POSSIBLE QUALITY FOR ITS SIZE, SHAPE AND CLASS. OF 3,000 P.S.I. @ 28 DAYS. CC PROPOSED GATE VALVE FINE GRADE AND SEED ALL DISTURBED AREAS OF CONSTRUCTION. ;^ w CONCRETE APRONS, PADS, AND SIDEWALKS SHALL BE REINFORCED USING 1 - 3 CAPPED PIPE END a , LAYER 6"X6"-W1.4XW1.4 W.W.F. REINFORCING MESH. ALL LANDSCAPING BY OWNER I N W AT VALVE �3 CAPPED PIPE D /E GATE ISOLATE APRONS PADS AND SIDEWALKS FROM FOUNDATION WALLS AND PIERS ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY .o U51NG f/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JOINT FILLER. ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED EXISTING UTILITY POLE " IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. ow PROP05ED UTILITY POLE t APRONS, PADS AND SIDEWALKS SHALL HAVE A FINE BROOM FINISH WITH 3 p N TROWELED EDGES U.O.N. M HANDICAPPED PARKING SPACE APRONS, PADS AND SIDEWALKS SHALL HAVE TOOLED CONTROL JOINTS AT A ® DO MAXIMUM SPACING OF 5-0' D.C. U.O.N. TEST PIT Ir � 00 to ALL REINFORCED CONCRETE WALKS SHALL BE MIN, 5'-0" WIDE, 4" THICK TRANSFORMER PAD o � U) SEE PLAN FOR DIMENSIONS AND OVERALL LENGTH OF WALK TREE LINE r—ir-" BIT PAVING, BITUMINOUS PAVEMENT SHALL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2" OR CURBS 2" THICK BASE COURSE OF MASS. STATE D.P.W. CLASS I "BINDER" MIX AND -- - - PROPERTY LINE It It I" THICK TOP COURSE OF CLASS I "TOP MIX". [SEE SITE PLAN FOR TOTAL `-"� PAVING DEPTH] - - - EASEMENT LINE EXISTING ELECTRIC SERVICE BITUMINOUS CURB SHALL BE MACHINE FORMED USING MASS. STATE DPW, - -EL- - GLASS I "DENSE" MIX. SEE CURB DETAIL. EL PROPOSED ELECTRIC SERVICE Z SPLASH PADS, SPILLWAYS SHALL BE 3'-0" WIDE WITH MAX 3 TO I SIDE SLOPE, TOP OF - -E- - EXISTING SITE ELECTRIC O RIP RAP PLUNGE SPILLWAY SHALL BE 6 BELOW RIM OF DETENTION BASIN. SPILLWAYS SHALL BE U Lf) POOLS, SPILLWAYS LINED 1141TN A SINGLE LAYER OF 6° TRAP ROCK STONE. E PROPOSED S#TE ELECTRIC Z U DRAINAGE SEE DRAINAGE STRUCTURE SCHEDULE AND DETAILS FOR ADDITIONAL - --T-- --- EXISTING TELEPHONE LINE W Z of , n STRUCTURES INFORMATION. DRAINAGE STRUCTURES SHALL BE REINFORCED PRECAST L►J Z O CONCRETE. T PROPOSED TELEPHONE LINE Z Z V) W O DRAINAGE PIPING DRAINAGE PIPE SHALL BE SET AT A 0.5% SLOPE U.O.N. EXISTING WATER LINE aZ oU Z Q � ROOF DRAINS SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED W PROP05ED WATER LINE W 11 U (nZ JOINTS. PROVIDE FITTINGS AND CLEANOUTS AS REQ'D. 0 -G- -- EXISTING GAS LINE F- STORM DRAINS SHALL BE CORRUGATED SMOOTH WALL POLYETHYLENE SEWER 2 PIPE WITH SPLIT COUPLINGS. PROVIDE FITTINGS AS REQ'D. PROVIDE FLARED G PROPOSED GAS LINE Q END SECTIONS AS INDICATED ON THE SITE UTILITIES PLAN. 2 -BAN- - EXISTING SANITARY SEWER LINE CULVERTS SHALL BE CLASS III REINFORCED CONCRETE SEWER PIPE WITH - _ PUSH-ON GASKETED JOINTS. PROVIDE FLARED END SECTIONS AS INDICATED ON —SAN— PROPOSED SANITARY SEWER LINE Z O THE SITE UTILITIES PLAN. -SFF, DE'TAll_ -ST- - EXISTING STORM DRAIN LINE SANITARY SEWER SHALL BE SDR 35 PVC SEWER PIPE W1TH PUSH-ON GASKETED -- = Q U JOINTS. SET AND BED PIPING IN ACCORDANCE WITH MUNICIPAL D.P.W. ST PROPOSED STORM DRAIN LINE STANDARDS. SEE DETAI L. _ Q C PROPOSED CULVERT LINE Z 3:WATER SERVICE WATER SERVICE SHALL BE CLASS 52 DUCTILE IRON PIPE WITH PUSH-ON - Q GASKETED JOINTS, PROVIDE FITTINGS AND CONCRETE THRUST BLOCKS AS RD PROPOSED ROOF DRAIN LINE - 0 C REQUIRED. SD PROPOSED SLOTTED DRAIN LINE -_ UW FD PROPOSED FRENCH DRAIN LINE j —_ ofuj ID PROPOSED INFILTRATION DRAIN LINE W w _ J 0 280 _ EXISTING CONTOUR LINE _ U �` c0 320 PROPOSED CONTOUR LINE T DIRECTION OVERLAND WATER FLOW + 461.0' EXISTING POINT ELEVATION @ d .< + 461.0 PROPOSED POINT ELEVATION CF w 11 1 � V � � < w o� .. � o °C F9 z u) w � =D5 z 0 b a Z m 0 a. w Z o 2331 L106 DWU 4/6/n 1:54 PIA q 8 7 (o 5 3 2 1 0102 0103 0109 0104 LL III E I II I I I i I h I i I I I I I i I ' f 0106 oleo � - - — — — — — — — — — — — _— —. _......._ ._ - - - - - - - - - - -- - - - -- -- - - - - - - - -- - - - - - -- - - _.._ - - ___.— — — — — — — — — — — —— —— — — —— — — — —— — — ——— —— --— -- — -- - - - _ -- - - - - - � LL ..... _... � NORTH 4 ELEVATION � 0123 0120 SCALE:I/5'I` � 2 3 0103 ' 0103 0301 0104 p N co � oe 00 % ffl7T I TmI H x I II I E i � i 010I � I I ! N � to i` � i I �- Y -• E L_.J�l I LL 0123 + 0122 _. - - - - - _ - - _-- - -- -- - - - - - -- - -- ---- - - - - _.. - - _._. ..... - - - - -- - -- - - - -- _ - - - _ __ - - = _ _ _ _ _ _ - �' ~ 0118 -- -z - _ I soup ELEVA710N K o 0 _ _ _ - - - - - - - _ _ � _ — _ _ _ _ _ _ — _ � " w 0119 0106 0107 0I20 0121 0123 0108 0114 0116 - - - - - - - - -- - --- -- - - - - - -- - - - - - - - 5CALE:1/8 -1 0 Z. � O � W O Z U Z Jp Z Q E3 c D F F G �4 LEGEND w a- U W z 0 F_ A FACTORY PA TL 0101 BR 111 WALL PANELS W/ED"SPSK 2 FACED GLASS FIBER INSUL Q 2 - � ~0105 0102 24 GA ALUM ZINC ALLOY COATED 12 12 5TL MR24-ROOF SYSTEM W/ 6" _ Z O 1/4 F 11/4 OF PSK FACED GLASS FIBER IN5UL = U Z 12 OS03 24 GA ALUM ZINC ALLOY COATED - - 0104 1/4 STL MR24-ROOF SYSTEM W/ (a" _ Z Q OF PSK FACED GLASS FIBER INSUL W/ SPACER BLKS - Q .__ LL (� CONTOUR EAVE GUTTER = U O = AND DOWNSPOUT (TYP] - = U w 0 -- Li- i CONTOUR GABLE TR IM 1-7 `- -- - (a� WJ= J co S 11 0106 SPLIT-FACE CONC BLK —_ O Q I WIL - - - - -- - - 0107 8" PLAIN BLK ACCENT COURSE L�. i �� - -I- - - -- - - -- - -- - - - - --- - -- - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - -- - - - - - JC-� JC -- �- _ 0119 0108 GONG FILLED STL PIPE BOLLARD `L 0122 NEST ELE\/A71ON (-� U 0117 Oi09 TYP BRACE ROD SCALE:1/5"-1'-0" 0I10 OUTLINE OF FDN BELOW GRADE � � � j„ a 0111 3' 'X7 HM DOOR W U d 0112 3')(7' ALUM FRAME DOOR j 0113 6'X7' NM DOOR Q W 0114 12'-2'XIV-I" O.N. DOOR W/ 121 VISION LITE5 .. 0 0115 10'-2'X10'-I" O.N. DOOR W/ a: Z 123 VISION LITE5 � Imo^ 0116 q'-2"x10'-I' O.F . DOOR W/ I I I i DOCK LEVELI=R CTYP OF 2] I 0117 ALUM FRAME WINDOW [TYP] 0118 6'X7' ALUM FRAME DOOR W/ 121 SIDELITE5 CL `4 0119 CONIC RETAINING WALL [TYP OF 2] W 1 g �- �_ 0 � �I I 0120 OUTLINE OF FIN15N FLOOR � W Z N 0121 TYP GRADE LINE w Z = 0122 S" SPLIT FACED BLK PILASTER 2331 KICKER WALL 0119 - � �- _ - - - _ - .- .- - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - _ � - � - � � , � � - � � TT � � � - - - - - � - � _ �_ - ��_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - r 0123 ��LL WINDOWS SNALLOBE-4" A.F.F. OI 13 I _. ...�� EAST ELEVA71ON � ANODIZED T14ERI"'1AL BREAK FRAME A102 0112 �- � 0115 0111 SCALE:i/8"-I'-0" AND 1 BRONZE TINTED fNSUL GLA55 TEMPERED AS REQ D