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8474_SITE PLAN TOWN OF AGAWAM SCHOOL ST. PARK BN� y T(P)h J AIOWanq � c�CJSI . }u�K A Town of Agawam 36 Main Street Agawam, Massachusetts 01001-17 ' Tel. 413-786-0400 Fax 413-786-9927 v ry 3 r-: January 21, 2007 ' Mayor Richard A. Cohen w �' 36 Main Street Agawam, MA 01001 Dear Mayor Cohen: At its duly called meeting held on January 18, 2007, the Agawam Planning Board voted to approve the Site Plan entitled: "School Street-River Road Park, Agawam, Massachusetts, Site Plan Review"prepared by The Berkshire Design Group, Inc., and dated December 20, 2006, revised January 9, 2007 with the following conditions: 1. Comments contained in the Engineering Department's memo dated January 18, 2007 and attached must be addressed. 2. As requested by the Safety Officer additional street lighting should be provided at the park entrance. 3. At the Safety-Officer's request, the Agawam Town Council should be petitioned to reduce the posted speed on School Street at least 100 yards in either direction (east and westbound) from the entrance to the Park from the present 40mph to 3 0mph. 4. No parking signs should be posted along River Road adjacent to the park entrance. If you have any questions, please contact the PIanning Department at 786-0400, extension 283. Sincerely, Dennis B. Hopkins,Chairman Agawam Planning Board cc: Clerk, Park and Recreation, Building, Engineering, Berkshire Group, Safety Officer, File TOWN OF AGAWAM a, -Department of f.Public Works 1000 Suffield Street - Agawam, MA, 01001 Tel (413) 821-0600 - Fax (413) 821-0631 John P. Stone —Superintendent MEMORANDUM To: Conservation Commission; Planning CC: John Stone— DPW Supt.; File From: Engineering Date: January '!8, 2007 Subject: CC-301: School Street Fields Per your request, Engineering has reviewed the Notice of Intent, Plans, and Stormwater Calculations for the School Street-River Road Park —Agawam, Mass.; Dated: December 20, 2008; Prepared for: Town of Agawam -- Parks and Recreation Department", and we have the following comments: 1. It is recommended that the bioretention basins be designed so that if they do overflow, they will not flood neighboring properties. 2. Typically, bioretention basins have layer below the engineered soil which consists of a perforated pipe surrounded by stone. Engineering wonders why this was not included in the design. 3. As part of the maintenance schedule, the top soil in the bioretention basins should be loosened when necessary to prevent compaction and optimize infiltration. 4, A drywell should be proposed inside bioretention basin 5. Due to the long and thin dimensions of the other basins, an additional drywell should be installed in each one. The following comments were in our January 19rh memo to the Conservation Commission: 1. There is a concern that the bio-retention swales will have difficulty infiltrating when the ground is frozen. It is recommended that several small subsurface infiltration systems be installed in each bioretention basin to help with frozen conditions and maintain positive flow in general. 2. Engineering is concerned about the liability of the Town with regards to standing water in the bioretention basins during large storm events. Adding infiltration systems to the swales should help reduce the depth and length of time of standing water in these basins. Due to the minimal elevation change throughout the site, it would extremely difficult to pipe the stormwater to a large fenced in detention pond. Removing the bioretention basins and handling the stormwater using subsurface infiltration systems would be very expensive. It seems that the current design with the addition of several small infiltration systems is the best option for this site. 3. The emergency spillway for Bioretention Basin #5 should have rip rap to protect it from erosion. The spillway should be directed to the catch basin to the south so that water will not flow onto School Street. Also, a detail should be added to the plans for the spillway. 4. The recreation area to the west of the wetland should be accessible by maintenance trucks and lawn mowers. 5. The bioretention ponds should be moved away from the property lines of the back yards for the houses on Liberty Ave. These houses have septic systems with leach fields in the back yards and there is a concern that having the bioretention basins Close to the property line may affect the systems. 6. The Deputy Superintendent of Highway and Grounds requests that no fruit bearing trees be planted on the property. The Ginko trees proposed for the parking lot area sometimes bear fruit that will make a mess of the parking lot. Also, no plants that are listed on the new DEP "do not plant" list should be proposed for the site. Engineering has not had a chance to check the planting list at this time. 7. The stormwater calculation elevations appear to be 200 feet off from the, elevations on the plan. The calculations do not need to be resubmitted if this is the case. We would just like to confirm that there was not an error in the relative elevations of the calculations. Engineering reserves the right to make additional comments as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, 0 4 Michael C. Chase, E.I.T. Interim Town Engineer mENGINEER%cc{aoi SCN0D1 ST FIELDS%D2,000 01/18/2007 16. 55 FAX 4138210631 0 002/003 0 TOWN OF AGAWAM Department of Public Works 1000 Suffield Street - Agawam,MA 01001 Tel (413) 821-0600 • Fox (413) 821-0631 John P. Stone —Superintendent ^ MEMORANDUM ^_ To: Conservation Commission; Planning CC: John Stone — DPW 5upt_; File From: Engineering Date: January 18, 2007 Subject: CC-301: School Street Fields _ Per your request, Engineering has reviewed the Notice of Intent, Plans, and Stormwater Calculations for the School Street-River Road Park —Agawam, Mass.; Dated: December 20, 2005, Prepared for; Town of Agawam — Parks and Recreation Department', and we have the following comments: 1_ It is recommended that the bioretention basins be designed so that if they do overflow, they will not flood neighboring properties. 2_ Typically, bioretention basins have layer below the engineered soil which consists of a perforated pipe surrounded by stone. Engineering wonders why this was not included in the design. 3. As part of the maintenance schedule, the tap soil in the bioretention basins should be loosened when necessary to prevent compaction and optimize infiltration. 4. A drywall should be proposed inside bioretention basin 5. Due to the long and thin dimensions of the other basins, an additional drywell should be installed in each one. The following comments were in our January 11 t'memo to the Conservation Commission: 1_ There is a concern that the bio-retention swales will have difficulty infiltrating when the ground is frozen. It is recommended that several small subsurface infiltration systems be installed in each bioretention basin to help with frozen conditions and maintain positive flow in general. 2. Engineering is concerned about the liability of the Town with regards to standing water in the bioretention basins during large storm events. Adding infiltration systems to the $wales should help reduce the depth and length of time of standing water in these basins. Due to the minimal elevation change throughout the site, it would extremely difficult to pipe the stormwater to a large fenced in detention pond. Removing the bioretention basins and handling the stormwater using subsurface infiltration systems would be very expensive. It seems that the current design with the addition of several small infiltration systems is the best option for this site, 01/18/2OO7 16:59 FAX 4136210631 0 OD3f003 0 3. The emergency spillway for Bioretention Basin #5 should have rip rap to protect it from erosion. The spillway should be directed to the catch basin to the south so that water will not flow onto School Street. Also, a detail should be added to the plans for the spillway. 4. The recreation area to the west of the wetland should be accessible by maintenance trucks and lawn mowers. 5. The bioretention ponds should be moved away from the property lines of the back yards for the houses on Liberty Ave. These houses have septic systems with leach fields in the back yards and there is a concern that having the bioretention basins close to the property line may affect the systems. 6. The Deputy Superintendent of Highway and Grounds requests that no fruit bearing trees be planted on the property. The Ginko trees proposed for the panting lot area sometimes bear fruit that will make a mess of the parking lot. Also, no plants that are listed on the new DEP "do not plant" list should be proposed for the site. Engineering has not had a chance to check the planting list at this time. 7. The stormwater calculation elevations appear to be 200 feet off from the elevations on the plan. The calculations do not need to be resubmitted if this is the case. We would just like to confirm that there was not an error in the relative elevations of the calculations. Engineering reserves the right to make additional comments as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, r-6Z i c h a e I C, Chase, E.I.T. Interim Town Engineer Kir;NGIKEER1CC13D1 SCHOOL S7 FIELOS02,DOG Memo To: Planning Board From: Sgt. Richard Niles Subject: Site Plan— School Street Park—Town of Agawam Date: 01/16/2007 Keeping in mind that my primary concern is the safety of pedestrian,bicycle, and or motor vehicle traffic, I arm making the following comments. The plan as submitted shows a sidewalk on the north side of School Street(parallel to the west bound lane), from River Road to the Park's entrance/exit. However,there is no sidewalk (either presently in place or on the plans) from the Park's entrance/exit westerly to the entrance/exit of the Agawam Memorial Field. There is a sidewalk from the entrance/exit of the Agawam Memorial Field westerly to the Town Common on Main Street. The plan shows a walkway/bike path on the Park grounds, which I assume is to promote citizenry fitness. My concern is how will walkers/bicyclists get to and from this walkway/bike path safely considering the lack of a sidewalk on School Street? Roadway Measurements of width of School Street were taken at various points. The results of those measurements are as follows: 1. Present curb cut to farm property(burro at curb cut) a) west bound lane — 10, b) east bound lane - 10' c) total width of roadway — 21' 2. Beverly Lane (@ point Beverly Lane sidewalk meets School Street pavement) a) west bound lane - 12' b) east bound lane - 11.5' c) total width of roadway—24.5' 3. Plantation Drive (@ point Plantation Dr. sidewalk meets School Street pavement) a) west bound lane - 11' b) east bound lane - 10, e)total width of roadway—22' 4. Hearthstone Drive (burm @ curb cut) a) west bound lane - 11.5' b) east bound lane - 9.5' c) total width of roadway - 22' 5. Monroe Street(bum @ curb cut) a)west bound lane - 11' b) east bound lane - 14' c)total width of roadway - 26' 6. Agawam Memorial Field(burin @ curb cut) a)west bound lane - 12' b) east bound lane - 11.5 c) total width of roadway - 24.5' Lighting Street lights are located on the following WMECo utility poles #23/46 - 265' east of present curb cut to farm property # 43 - 262' west of present curb cut to farm property Speed Limit West bound from River Road— 40 mph(sign posted 254'east of present curb cut to farm property) 30 mph (sign posted @ 9143 School Street) East bound from Main Street— 35 mph(sign posted @# 124 School Street) 40 mph (sign posted west of#334 School Street) Con clusion s/Recommendations Sidewalks— Install sidewalk on the north side of School Street(parallel to the west bound lane) joining the present sidewalk(which ends at the entrance/exit of the Agawam Memorial Field) and the planned sidewalk(which runs from River Road to the Park's entrance/exit) This would create a safer link from the Town Common on Main Street to the Connecticut River walk/bikeway. Reconfigure the School Street pavement markings to allow for a bike lane. This would create a safer link from the Town Common on Main Street to the Connecticut River walk/bikeway. Lighting- Install additional street lighting @ the Park's entrance/exit. This would increase visibility and therefore safety. Speed limit— Reduce the posted speed on School Street at least 100 yards in either direction (west and east bound) of the Park from the present 40mph to 30mph. This would create a safer environment for those pedestrians,bicyclists, and or motor vehicles entering/exiting the Park as well as those traveling on School Street. Respectfully Submitted Sgt. R. Niles Safety Officer Agawam Police Department 0 0 F AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief PlRE5 MEMORANDUM TO: Planning Board FROM: Acting Fire Chief Stephen M. Martin DATE: January 11,2007 RE: Site Plan- School Street Park No objections to site-plan for the School Street Park Thank you, Ste en M. Mardi- The Berkshire Design Group, Inc. December 22,2006 Inspector of Buildings 1000 Suffield Street Agawam,MA 01001 W Re: School Street River Road Park Agawam,MA r" c� --� N CO Dear Inspector: Cn Enclosed please find ten(10)copies of the Form D-Application fitJlan� Approval,for a proposed park an School Street and River Road.Also egelosg are ten(10)sets of site plans depicting the proposed work for the project. p rn to The proposed entry road will be at School Street,and the project includes a pre- engineered restroom building,a playground,athletic fields, bocce courts, shuffleboard,walking/bike trails, parking, drainage&detention,and new plantings. A Notice of Intent has also been submitted to the Conservation Commission for review.A full copy of the Notice,plans and drainage analysis has been forwarded to the Town Engineer for review. The stormwater management system for the project has been designed to meet DEP stormwater management guidelines. We look forward to presenting the project at an upcoming planning board meeting. Landscape Architecture If you have any questions in regard to this or need any other information,please Civil Engineering feel free to contact me. Planning Sincerely, The Berkshire Design Group,I19f. Land Surveying c Y.Michael Liu Associate 4 Allen Place Northampton,Massachusetts 01060 Telephone(413)582-7000 ,Facsimile(413) 582-7005 E-mail bdg C berkshiredesign.com AGAWAM PLANNING BOARD Form D Application for Site Plan Approval . Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam,MA 01001 1. Name of Business T2WH c7r &5" W AH Address " l MM S��Y, A6AWAII1, MA. Dt l7Pl N_ NJ Telephone Fax C 2. Name of Applicant/Owner__'tt1'. 0V A 4 m4A6z) N 7 a rn`ri Address^J&7 Gi� 1✓T. Telephone Fax 3. Name of Engineer/Architect 33d'k tW42Kh4-111 1614 6E�?Ljr Address -AU-F-t4 J!L-A<t AM#'Ta1.1: A of 2662 Telephone -�AZ-70�D Fax 3� �2-7p05 4. Please give a brief description of the proposed project: IT is � p Yo cz?t4 acl A YAK Cg$� 'Ie-7rtN&op A r1Sv/ Revised 8/14/03 z. YWALL TYPE 5GH€DULE 9'DRY srI GG GMu MILL �C R4NPORGED t GROUT FIL4�17 + I I I 1 1 e, I I I I 'IJ I L J � L_J � L_J I � 1 W E� I I I I I i I I , I I � I I I 1 I I 1 I I -� I I � I I I I 1 I I I L_J I L_ � �O" � L_J �� S I ! MMlDD/04 FLOOR PLAN PRELIMINARY PLAN NOKTH A:2.1 School Street River Road Park, Agawam, Massachusetts Example of Pre Engineered Restroom Building 12 � � s 4 v w EAST ELEVATION scALE: va".r-O• F F it ty� i Po6VMBldvn 2 5oUTH ELEVATION PRELIMINARY 3.VALE ,is _, School Street River Road Park, Agawam, Massachusetts Example of Pre Engineered Restroom Building . ... w, Ale kk too lw Pf46� lop • .04 It r �w Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept. Dept. Chief Steve Martin,AFD ADA Committee FROM: Planning Board SUBI CT: Site Plan- School Street Park - Town of Agawam DATE: January 8, 2007 Please review and comment on the attached Site Plan for the School Street Park prior to the Board's January 18'meeting. Thank you. DSD:prk The Berkshire 1'4SPECTIOM SERVICEs Design 100b DEC 28 Group, Inc. 1 f: 4 4 -'A December 22,2006 Inspector of Buildings 1000 Suffield Street Agawam,MA 01001 Re: School Street River Road Park Agawam,MA Dear Inspector: Enclosed please find ten(10)copies of the Form D-Application for Site Plan Approval, for a proposed park on School Street and River Road. Also enclosed are ten(10)sets of site plans depicting the proposed work for the project. The proposed entry road will be at School Street, and the project includes a pre- engineered restroom building,a playground, athletic fields,bocce courts, shuffleboard,walkinglbike trails,parking,drainage&detention,and new plantings. A Notice of Intent has also been submitted to the Conservation Commission for review.A full copy of the Notice, plans and drainage analysis has been forwarded to the Town Engineer for review.The stormwater management system for the project has been designed to meet DEP stormwater management guidelines. We look forward to presenting the project at an upcoming planning board meeting. Landscape Architecture If you have any questions in regard to this or need any other information, please Civil Engineering feel free to contact me. Planning Sincerely, The Berkshire Design Group, 119F. Land Surveying `� 4 Y. Michael Liu , Associate 4 Aden Place Northampton,massachusats 01060 Telephone(413)582-7000 Facsimile(413)582-7005 E-mail bdg @berkshiredesign.com AGAWAM PLANNING BOARD Form D Application for Site flan Approval . ")F'ECTION. SERVICES Please complete the following form and return it and 10 copies of the SiWIAM b r, Agawam Building Department 36 Main Street. Agawam,MA 01001 1. Name'ofBusiness_ "Tole!N Cyr 6Ca�1�lAM _ Address 2& M At r-l ��'����_ A-64 NAM 0 MA 10 6_01 Telephone kA3 45I3 Fax 3-7 2Cp10 2. Name of Applicant/Owner 'G9E —cf �—AgY-/i �- Jmj Address 6 T2� WJAA 67 l c?71 Telephone Fax 3. Name of Engineer/Architect :ft:kj� tWV"-A'Ifs t W-.?16 J C—J�O—Ljr— Address LE,14 �C . 0—o�, l�i�MM", 'IAA-p106V -- Telephone Fax 3� 5�2-7005 4. Please give a brief description of the proposed project: Ir 1s ro cG-1*Tr Lv-T A tP K `ITFC, �✓v!LS711 I:- IGl .Li ' �Tlc�-IAA �• tri Revised 8/14/03 ,k YVALL TYPE SCHEDULE W DRY 5TAGC GMU YAALL RMFOR=t 084Vr MU.W i L J L_J L_J I I � I [U E-� I I I I I I I I I I I I I I I I I I I I y I I La j I/ �i,�,,`M� I I yy � L-J L_ /"`I L-J E 2062 I i MH,DDioa FLOOR PLAN PRELIMINARY PLMi NORTH J�2.1 .j School Street River Road Park, Agawam, Massachusetts Example of Pre-Engineered Restroom Building �r-- 7-17 u EAST ELEVATION i/k". -01' } } REV1810we MOW 2 gOUT1-4 ELEVATION PRELIMINARY p�3. School Street River Road Park Agawam,Massachusetts Example of'Pre-Engineered Restroom Building f •f ROMw L 1p. 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W W POND W w w r w Wiw w w School Street c1 W „ Road River Park w = Agawam, Massachusetts w � Q- I d of�ba I I' ...... VERJiDeAVETCl r I w 67d u Iamond 1Ll Kestrqom` pzq�ilding DRIV JANELL !w " ; LShuf f lebooroC r s i r F I rr n -44J Cf r --M-�-U- I -. n� tarco Plots w • CD Overall Plan I......� I e n r Green - 74• Sage' Dall Field lawn Area wTtftSCl O Diamond V tention Savn Multi - Use Field1 5:10 f 2 4 O'x 3 & 1 Revisions 01/09/07 REPUCA110N ARE& A (tMVJ, GENERAL CAGES : ...::_.....Nalkway/Bik ath ........ Aalkw" ay/Bi ath F/ � „ �..•�: ....Footbridge Gros sing arkin 1 1 acesDate: Sheet NumberRenovated Barn Nith December 20, 2006 Scale:ture Restroom Addition I L 1 ' . . lef 0 40 80 160 240 � ,f Entrance Y4ith Park 5ign YMI_ SP I Checked By: PHW ,qq Thy Ft'>� erkshire RCLE .. � LL Design Group, Inc. 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Landscape Architecture Planning ineering Urban Design Environmental Design -- 1 4 Allen Place,•' Northampton, Massachusetts 01060 f (413) 582-7000 • FAX (413) 582-•7005 Email: bdg0berkshiredesign.com Web; htt : www.berkshiredesi n.com ' 1 f '�- 1 w w w w w w w I w ; w IL + � 1 f ! f !JJ `J] ' ! � `•`1-.,,, r'' + ve w w w w w w .. .7�••... ...- - f f r + - '' > t t 1 V w U' w w w r w w� w w H� .` f' 1............ w w � Ic+ w •'rl.�,69 �!''� ...-• r � r � t it � 1 � 1 � r -�""--"'�-- v� w w w [ w j Wk1,gN w = _ r _ , I� Jw w w 1 w w ~�'' ' / � r ' r•r w w w r v- w V- 1 w r w w w w w f w PaHD.2 6t0nON SWALE . � w w i azzs _ w w v w V" �!w w 3 '' i /° T,: ,'f °^° j Y- j =r•d r i•' rr r ' S e+ - .. ' t + ! `~- _ This drawing is not intended nor shall it be used for w w v. w a4 construction purposes unless the signed professional seal of - 1 a w w w w w w w •� _ _ __ `- Bz. ' architect or civil engineer employed .��.:_, � / - , r - f .- .... s4.Y_.....�_..._�.-...---. , regist cape 9 � ! eyed lands rzf ::, by The Berkshire Design Group, Inc. is offixed above. 1 w w w w ! W w w =-`�:•Li. / ' > r j ,�` 1 2, 1 !� 1, w w w �}. ' w w w - •'�;L,.Vy��fr_ // r• // j s:' /! ., POND 2 w @Copyright The Berkshire Design Group Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not `,` r� be copied en consent !r w w w w w , , f .. any way ji or used in without the written w 1 w w ........... � i/ of The Berkshire Design Group, Inc. w w w w w i J t s w w w Vr w w o:si j I - w V. w ! w IV` EL-74 ON BARRIER r /4w w w i= 1 , SEE DETAIL w w w f pe w School Street 1 w w w 1 w v- r w w w ' � w w 1+ .sR O :,:.. r =� f 1 Co ? f v5 �Lr8275 / w l - - = w w w ,w w w . , �_� , , ever Road w _ _ � I w w w w1f w w r ; •. :. . / t c�;� ! V. V, w. : �y ± w It: ~"K• \/': r j r r: - - 88 -' r+r --^'..., rr ••t r ' r �u 1 j --` sr S3 r w v w w w w , , .7 _- Park w w w w w �' . 3 r j ' r i ~� ' o v- r�`�%••........... !r t w ,� w w w w r, 97 /� i' fj jl y ;t. 1 ?r �"" '� rf Agawam,alTi, Massachusetts + ���� �' rr ' f t w w V- DWI r / r r + 1 r �' : �. w f +� w � � �r E'• � { i• ""' j se r R31A 1.50 ~ / w V, ! w w w _ w w w 1 w w f f f j j f POND 3aol / w w w w w ? \w 68.7 5MYN.E I w j w =z %'' r / w w w w ER4SM BARRER = / t. r_ •1 ! _r / V- w ! w w . w SEE DUAI jFr {` cn w �w w w �.__..� • � i s+ ;` j "' � / ! w:` ` t �. j a1fi : Vi "i- � f CCU 1r w w 1 LF EACH L1.�r, 1 w `f4f i 1G 1L`, ' r � �` 6k' 1j 1 �!+ 1V. zap. :t BVw AREiA 4W SFI I w ay SOWN N '' RVER' "v. rn f "' "In" OVEW. #� w ! � INV 37 � w SEX DETAIL: . 6�ts�f �L. I iy B14REFErRiON SWN ~_ ; '1 �/ w �.... 3 ---► `L l- .74 �o ......... voraD a •�� / .; t' +BAME� St DETAIL w 1 w ` 28S r s SCORE E?til4tk SWAIE sp , r ( ! 1 `'`.~~ .Bp �BGE • i• 5 •••• lr f R � / ! :r ! + / -64...� Gradingand w w':...'_ ERO5lON BA}t Al !' I ._ f� 3 "`-•-�.,_,� � `� '�,, '' / . r f '�' / / - � - � / ` _ Erosion Control Plan 1 >j !€ . .. ...... 'r L ffd — 0 V' SEE DETAIL ' w =v, ', 4n i G7 w w _: FEa �f / ' f! f;' 1f� �O !POND 4 r ! Jam, 4{ "• �� sir : �, w w j w• �� ` i ri1M EL�81.75 10^�• w w w ,'I ` w s l t' �' ~--- _ ; / Key Plan a `-�� � ��- :° ., � ---_�- VEI���� _�` �. Revisions 01/09/07 REPLICATION AREA, BALL,' '� w r � � '� / i _~~--"-~ / BASK GENERAL CHANGES Date; Sheet Number ���A�lr LD 0 >• December 20, 2006 }' Scale: NOTE: SEE SHEET SP--5 FOR EROSION CONTROL NOTES r k s SP-4Drawn 8y: . F 0 25 50 100 150 YML Checked By: PHW f W Lit EAMON V_ 1, 1�_ UY, SEE f The /J X terkshire ........ 72 Design .............. iroup, STC I Inc. M A\, Tre H Q 6 110 ER Landscape Architecture 1 4A Civil Engineering V, V, FEO 1•2 Planning IW_4Z1W Urban Design i to 41ND 4 Environmental Design f BIOROMON AN '103 ............ A RIM EL-0 5 v- V. I my 1.7 .............. V_ W.................. 4 Allen Place, Northampton, Massachusetts 01060 ... .................. \11 U_ (413) 582-7000 FAX (413) 582-7005 .71 ............. V_ Email: bdg@berkshiredesign.com LF .........72 -. X oSIfRFIaw, -71 Web: http://www.berkshiredesign.com V, wt 10 WID E R IGULAR V_NO WE] YA 1 11 v, RARRIER J;W IS DETAIL ERft0N BA \0­1 E EROWN.! A�TA 7 W _SF k I -65.10 V p 1. -62 IRV V_ t i11+ 12 0 h BASIN /0 Cl This drawing is not intended nor shall it be used for BVMW SF /V_ V� construction purposes unless the signed professional seal of It F a registered landscape architect or civil engineer employed NDIQR P OM� -Y by The Berkshire Design Group, Inc. is affixed above. L4 ©Copyright The Berkshire Design Group, Inc. v- This drawing and all of its contents are the express f W property of The Berkshire Design Group, Inc., and shall not ------------ be copied or used in any way without the written consent 4 of The Berkshire Design Group, Inc. -Y 20 LF UWLDW. EL-71 WIDE fT A V_ WEIR, &wll.10 V- f ,: F Se .00l Street V1 ......... RIM N 1W 1 V, L——————— EL-53.25 Z H I V1 ! I k RI 134.! jp i !! f xu,%Ver Road V, t r i+ // s rr " ,r" !r V V_ S DETAIL EE 0 N V- LD Park SEE DMEM.L. .......... W-59. "IVDS Agawam, Massachusetts ............ ZA EROSION SLAIER ............ DETAI 10 u .. 1.3X "t........ 2 0 0 > 0. M 2. TL 141V.D& P.N.", 7 W­ 7FW,755.5� V. Y 0 25 50 100 150 'N. IL2 950 .50 Y INV-57.% EROSION CONTROL NOTES I oil 10 ell ii EL-GOM 01 .10 W-157.00 1 . The site contractor shall designate an erosion control monitor who will be responsible for the daily maintenance of all sediment and erosion controls, and shall implement all measures necessary to control erosion and to prevent sediment from leaving the site. ;' �� "" -- __�•� - »`� ! ���_ �'-- '`J r - `; :' Jt .Y, '� ��=� 01 review all sediment nt .. .... 2. The erosion control monitor shall conduct daily site inspections during construction!. These inspections shall - -------- and erosion controls and make recommendations for correctiveactions, if need601 k*& o- Grading and 3. Prior to any site grading or site work, the contractor shall install all specified sediment and erosion controls, which will also serve as the limit of.--". .._ 4k ...... Erosion Control Plan construction. The sediment controls will be a silt fence which has been entrenched, into the ground, and: a haybale which, has been staked 'in: , front of the silt fence using 2 stakes per haybale. L Jko #"6 - 4. A 50 foot (minimum) construction exit consisting of 2"-Y crushed stone shall be constructed td ..shed :dirt from construction vehicle tires. The IW 59.00 EX SM14-NFW FM- crushed stone pad will be replaced/cleaned as needed to maintain its effectiveness. ins during construction. During site grading, runoff water from 5. The detention basins shall be excavated and used as temporary sedimentation basins Any outlet discharges the site shall be directed into these temporary basins. sI1011 be filtered to minimize sediment from leaving the site. 6. Additional small sedimentation basins may be constructed on an as-needed basis dWring construction to aid in the capture of site runoff and sediment. It will be the responsibility of the site contractor and erosion control V'monitor, to create Ahese basins in appropriate locations Key Plan 7. Upon installation of each catch basin, the contractor shall install a silt sock, or a .:domed inlet protector to trap sediment. These are to be inspected Revisions after each significant storm event and removed and emptied as needed during the' entire construction period. Construction debris and sediment 01/09/07 REPUCADON AREA, BASKETBALL, GENERAL CHANGES shall be kept on site and shall not be permitted to migrate beyond the project :boundaries. - 8. Once the final pavement has been installed, the site has been loamed and seeded,. the detention basin is at the proposed final grade and is functional, and the site is stable, the sediment and erosion controls may be removed. 9. All permanent erosion control features are to be maintained by the property owner in:.'accordance with the Operations and Maintenance Plan. This work includes initial roadway sweeping; vacuuming sediment from the catch basins, and detention basin maintenance. Date: Sheet Number 10. Temporary and permanent seeding will be used at areas that have been disturbed. December 20, 2006 Scale. Brown By: SP 5 YML Checked W. PHW The Berkshire �- - w IRCL Design ~� Group, Inc. Landscape Architecture Civil Engineering + / ---�-F + - Planning Urban Design Environmental Design r , 4 Allen Place, Northampton, Massachusetts 01060 T..., (413) 582-7000 • FAX (413) 582-7005 Email., bdg®berkshiredesign.com Web: http://www.berkshiredesign.com Ve VI VI v, v, {{ F r 6 PO r � rQL ! �' V- w al ti 1L 1L W(�N ,r AF � f 1 • r r r �/ // /// 1< %/../j%/ j/. L1 PACVI / // �� / ' V. �L 4 r~ __ / /f / r /'% jj f S PP 1VI w `� 'e '� / !/ /jj /j/jl/jj%�ji 4 Pic 1 This drawing is not intended nor shall it be used for f E ail construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed v, ,� ,� f w w by The Berkshire Design Group, Inc. is affixed aboe w w w w V- J w ! BOTtnlvl of lswAru= BE SEEDED DED /./j///j/././j//./j� `-�_ c@ Capyright The Berkshire Design Group, Inc. w ,� ti w ! WnH ATION �Ms !/ j//j j,/! -- This drawing and all of its contents are the express w ! w v- sEsN ' a"R' // //� r property of The Berkshire Design Group, Inc., and shall not • //. , be copied or used in any way without the written consent V w w v w w v- a I ! of The iBerkshire Design Group, Inc. 1� V- ti ! ,�, V, 41 W , v. V, v- ,r ! I 4 PF / w 1- v- w w w ! ,� / School Street t VI V, v- ,w V- V 1t- ! t�sR � ! ! ! V. � v, ! ! ! ever Load � � vr� � � 1 ! v, .. � � w � v. � ! 'f! y � w � v- I*Pcs � a 1°, , t 1 ! ! ,, V- w � w �__ 4 Park V- w iv, i w V- ji/� / I Agawam, Massachusetts t ! ! Al V- w v. w r _ ! BOTMM OF swAEE To SEEDED /i/ X ! j r ! ! wmM ca rAT "FE V- + 1 W `z- V, MIX AND RAIN GARDEN SEEP 1IIX '�v w v \t ti w A ! ! ! SEE DETAIL. ... �* ! / / w !VI ► w j V- ti '� w 2 alp + W f T w �� ! writ) ATK#i/�LDL.1 SEED 1 w � V- w M b� MIX AND RAIN GARDI;lJ MD(, w v I I 3 PCT v * � I QC - �` 3 � ••fir � / - % j / / j� tv��!llaf I `y w '�, w 1+Gt , • t KP, f //`/// KP 1 ARM Y V- 1 KF OF 13RSIN m BE /i�/� t KP v' SEEDED wml CONSERVAT>0-ir/ b PORAN GNtM SEED W A �' / r V- WILDLIFE SEED MIX AND I AT DETNL-y. // I f t AT h i Planting Plan '. PAC GINS /. ' or MA VI V- + V, 1 } A Bioretention Bann & Swale Planting Schedule: Planting Schedule New England Conservation/Wildlife Seed Mix Rain Garden/Bio-Swale Seed Mix KkY Q11' BOTANICAL_ NAME COMMON NAME SIZE NOTES KEY QTY BOTANICAL NAME COMMON NAME SIZE DOTES Key Flan r, is : p SI'ECi PERCENT Swamp Milkweed Asclepias incarnated , ,.. ;: AC 23 A4ies concolor White Fir 7 --$ Ht. MG 1 Metase uoia l tostroboides Dawn Redwood ' ,N New England Aster symphyotriehum novae-1 angTtae 8 9 0 ht. q g Yp Br Bluestem Andropogon erardu 20 AF 21 Abies #raseri Fraser Fir 7 -$' ht. MPS 3 Males Pink Spires' Pink Spires Crabapple 2.5'"-3" cal. ink ReV151011s g ( g Purple-stem Aster symphyotriehum puniceum P p pp 0 25 50 100 15Q per " P Little Bluestein (Scl�izachyrium seo ariutn) 20. New York Aster Symphyotrichum novi=belgit AG 3 Acer`griseum Paperback Maple 8'-10' ht. NS 12 Nyssa sylvatica Black Tupelo 3"-3,5" cal. 01/09/07 REPLICATION ARFA, BASK GE7�IEfL4L CHANGES Switch grass anicum vir atom 20 Turtlehead Chelone labra � 'gran (P g ) g AGAB 12 Arrtelonchier grand.,"Autumn Brilliance Autumn Brilliance Serviceberry 2.5"-3" cal. white QA 6 Oxydendron arboreum Sourwood 2.5"- 3" cal. cream white Fox Sedge(Carex vulpinoidea) 10 Joe Pye Weed Eupatorium maculatum AFA 9 Acer fremanii 'Armstrong'- Armstrong Maple 3"-3.5" cal. PAC 19 Picea abies 'Ctapressina' Columnar Norway Spruce 7'--8' ht. Blue Flag Iris Iris versicolor Silky Wild Rye(Elylnus villosus) $ Al?0G 10 Acgr`:rubrum October Glory October Glory Red Maple 3'-3.5" cal. PCA 10 Pyrus calleryona 'Aristocrat' Aristocrat Callery Pear 2.5"-3" cal. White Cardinal Flower Lobelia cardiiialis „ Common Milkweed(Asclepius syriaca) 5 Monkey-flower Mimulus ringens AT 3 Act=-triBorum Three Flower Maple. 2.5 -3" cal. PCB 4 Pyrus calleryana 'Bradford' Bradford Gallery Pear 2.5"-3" cat. White Deerton a arEic im clandestittutn,) 5 Blue Vervain Verbena hastata 18 Betula jacquemontii Himalayan Birch 8'-10' ht. PCT 7 Prunes cerasifera *Thundercloud' Purple Leaf Plum 2.5"-3" cal. pink Pennsylvania Smartweed (Polygonwn pensylvanicum) 5 Showy Tick Trefoil Desmodium canadense CJ 6 Ce Oiphyllum japonicurll Katsuratree 3"-3.5" cal. PIT 19 Pines ftexilis Limber Pine 7`-8' ht. Partridge Pea(Cltamaecrista fascicuiata) 4 Bunchberry Corpus canadensis CK 6 Cladrastis kentukea Yellawwood 2.5"-3" cal. white PK 22 Pines koraiensis Korean Fine 6'-7' 17r. Silky Smooth Aster(Aster laevis) 1.S Virginia Creeper Clematis virginiana FSP 1 Fagus sylvatica Tendup; Weeping Beech 3"-3.5" cal. PQ 24 Picea omorika Serbian Spruce 7'-8' tit. Marsh St.John's-wort Triadenum drginicum Hake: Sheet Number Nodding Bur-Marigold(Bidens cernua. 1 PSR 1 Fagus.sylvatica Riversu Rivers Purple Beech 3"-3.5" cal. PP 19 Picea pungens Colorado Blue Spruce 7'-8' Lit. Goldenrods solidago mgosa,S.gigantea, $ canadensis Flat top Aster(Aster umbellatus) 0.5 Robin's Plantain Erigeron pulchellus GBM 4 GFrkgo biloba 'Magyar Magyar Ginkgo: 3"-3.5" cat. PSW 2 Pines sylvestris 'Watereri Walter's Scots Pine 5`-6' ht. December 20, 2006 GBPS 9 GFnk 'n biloba 'Princeton `Sen Princeton Sent GFnk o 3"-3.5" cal. PT 25 Pines thunbergii Japanese Slack Pine 7'- 8' ht. Seale: TOTAL 100 g. � rY 9. Grass- HM 5 Heptacodium micninordes - Seven-son Flower 5'-6' ht. tree form QC 12 Quercus coccinea Scarlet Oak 1"-50' Apply at a rate of S lbs.per 4004 SF area. 3 -3 5" cal pp Y Fowl Manna Grass Glyceria canadensis "KP 5 Kaeireuteria paniculata-, Goldenraintree;.: .... 2.5"-3" cat. yellow QM 2 Quercus macrocarpa Bur Oak 3"_.3•5" cal. Drown By: SP-6 Fringed Sedge Carem crinita LS 6 Lighidambar styraciflua American Sweetgum 3"-3.5" cal. Si 6 Styrax japonica Ja Japanese Snowbell YML p 2.5"-3" cal. cream white Apply at a rate of S lbs.per 4000 SF area. Checked By: PHW w w w w w w V, w w 1 AVG PAC The w v1 OF BASIN TO BE ` //-/� oM ' Tmsr-,, Berkshire 1 W W �! w I SEEDF�3 WMCONSERVATION/ f�/ � r 5 PO -- ,� w w ° �Imo, sue . r Design / 1 � ; o,, � DETAIL ,,, -- -_- w � �- Group Inc. J' �~ �� `' Landscape Architecture w W 1 �r %/% r� Civil Engineering Qk- C /j1,1 Planning Urban Design X/ r Y `- Environmental Design ATtHLJNt— w t 4 Allergy Place, Northampton, Massachusetts 01060 (413) 582-7000 • FAX (413) 582--7005 I QM * / //j ``1 ', ,- Email:htbtdg®ww Sberekd hiredesi n.cam w V, ti_ `►w '•► w i% f f ���r� • ., j j jj% ► rr " `` w // J I Ir r t w �► w w Nil w `,': % 1 w w 1/ f./j!//- I This drawing is not intended nor shall it be used for w k '. w l j r , construction purposes unless the signed professional seal of w�1 w w w j V. W u GBPs 1 f t o j%j Z. 4 I r a registered landscape architect or civil engineer employed 1i W��QS w % /./ by The Berkshire Design Group, Inc. is affixed above. 1 W w f OF BASIN TO BE i� w w ED A vn s D Mqij .f% ` OCopyright The Berkshire Design Group, Inc. NQARDEN SEED MIX, rV ! ♦ + // // }w , w SEE DETAIL `- + ,y f ! t 1 /jl/// ,' l This drawing and all of its contents are the express jw j,�' + /j j//! r r► property of The Berkshire Design Group, Inc., and shall not '7 j//% I be copied or used in any way without the written consent AF w of TOTION l////j ,� rr �I of The Berkshire Design Group, Inc. 14cf sEfA IX ANo ff J! w i/ w % AROG t G+9T�S JSEED MIX. j / • �1 l� %///. r I 'Q ' w r i w r e 1 GC ' +f 1 -Y t CK t _ ' ____ Schr%ol Street / 'err � % �—_...— _.— _—� 1 � /, / '3 P!P ter Road. '1 t CK // /// r I _ I w r 'ark t1 r g s� ► Pa Agawam, Massachusetts I I L-—_ —--�•-———-------+ Qc w W j j 0 5 AC ,' � ►t:PcA y , 5 PF 1 5 PAC El 1 ARM tAROG WEMA +PCA t+ 1 BOTTOM OF BASIN TO BE NS SEEDED WON CONSERVATION L- VALDLIFE SEED MIX RAINCARDEN SEED MIX. PCA 1 Rc t / w 1 w. !!, t O 2 t,NS ' ter`\ DETiVI ,+ 1 tic .�r+ ' 2 ... .. ---....- - -.... -- .. ...-......... ..._�__�.......-... - -�..-.-- 14C ��-- �- - -- Q.. �- rtw 1+CJ , II I 2 � � r � � '� 1 PCB r•�, i Q 1 i � ///f//////ff�//f/%/// z r I NS Plant List for Replication Area KEY CITY BOTANICAL NAME COMMON NAME SIZE NOTES �, f /�' AR 3 Acer rubrum Red Maple 6'-T ht. , _,, I / //./ //./ /.// CA 5 Cornus Qmomum Silky Dogwood 3 -4 6_ O.C. , / t, NS iY 6 Ilex verticillota Winterberry 1 3'•-4' 6 O.C. f. /f Ibs: ahrou hoot , , 2 New England Moist Seed Mix g + j t NS + t * 1 ® r . r I j f - 1 r PlantingPlan A 3 I1! 'Y j Qr 1 NS —/ r j 1, Y/ ,'.•` % s "MA + Key Plan TV `fir - +1 �»• ,� T CAM 'yr j w` �x '� �Ps�vA9p�l s • :- Revisions j vi +Y�1, " I 01/09/07 REP€�CAT10N AREA, BASKETBU, GENERAL CHANGES 1 R j - ., - _ x I .ts 000 � P ! + "� NOTE: SEE SHEET SP—fi FOR PLANTING SCHEDULE r /r �' • • • _ Date: Sheet Number n Area Planting °lanRe licatlor�� ! December 20, 2006 y i"=50' „�2 ► SP 1 .�50 S.F. 1 D F / Drawn - 7 YML 0 25 50 100 150 ' 1 Checked By: PHW The ..... ALHA&4E3�) I Berkshir e esi gn Group, I c._ - - Landscape Architecture Civil Engineering Planning 1 r � / s"'`� • ]" `` __--- y--- - Urban Design f f - Environmental Design r 4 Allen Place, Northampton, Massachusetts 01060 ``--"`-•--•-„_._- 1 / JJJ ' f -' '~- (413) 582-7000 • FAX (413) 582-7005 - " ---...,.. - I.'• ..... ..,-..w r +! f ' fFjjr +' I -'- --`"'--• ---___ W Email: bdg@berkshiredesign.com j- w ""`- Web: http://www.berkshiredesign.com \tit w w I f j f r v, 1 1 w w w J w � 0w w w fw w rwb� 1 r f 1 f 7 w \11 w w w w w �r ram. r r r r � r ] '"' •__ V. w 1 'L j WZ7ZAIV J w w w 1 w w w w w w w w (w w El ' 1 w w w � wl w w , w w rj ~ '� ! ' 1 1 ~ _-` This drawingIs not intended nor shall it be used for ! 6� , s f w w w w �. w w w w Ij ! �" 1� ~ ~' -- •- .r._ , r J' % construction purposes unless the signed professional seal of w w w w w w �- �! ' �2-_—— _ `~' �.. ; 1 a registered landscape architect or civil engineer employed w w w j w i w w w w w it i t `�' by The Berkshire Design Group, Inc. is affixed above. w w w ( w w w I w w w w �� 1! 1, 1/2" �' ~---..�� w w w ' w} w w 1j r, ;t ,/2" i ; �- r " ~—--, `--�-_ - O Copyright The Berkshire Design Group, Inc. w w w a 1! , ; ;, 1/2" ; j ' 2 s `__ _A This drawing and all of its contents are the express w w w , ,� w � l! f ; ft 1 1/a• i ; ! r , -- .. property of The Berkshire Design Group, Inc., and shall not w w w w ! w w 4 2 1/2 �! ; ; ; r t t/2' ; f ; i 2" be copied or used in any way without the written consent ` w w w w w w w LOOP��fl! j ; { i + ,It ,f zr i l r i z• �` r of The Berkshire Design Group, Inc. w w w 'L aver f j r w w w w w 1w w r w w w w w w a Iff f t/2 t t 2 w w w w 1 w w / / w w w f w w w Ij ' 1 ' i j ' i +t ,/2 J i 1 j'w w 1j r it 1/2' ' w w V- w ! w + 1 r ' f f 1 r r r / School Street w w w w w w w �!f ' z +t 1/2 ± ! Ir i ' fit , 2'r. / f w w w� w w �� 3" ++ 11 i t }�/2" i i i 1 �4 1L w w 1, w w �+ '� .'�.i! r r j ! 1 1 , 1 ' ,/ i " w w w ,w � w w w w '�. + � 1! ,/2" GATE uvE � iF ! 1~`!r �'``' _� 1 1/2" ; " j' � � ,/ � / W er Road ' w w w w' w ' w w w r w �w w w w w i � 1 _ � ! j � r ���,/2 —`�,• r t 1 2 If 1 r\ � , ' --_t r 1 1 w w w ! w w w + >� , � '�' - ! E F -rr- /' ° ►� ]Park w w w j w w 1 r 1 � V, w w j ♦ "---_ I ! j ! Agawam, Massachusetts w 2 /2 w w w w ' w w w w w w '� j 1 LOOP t 1/2" ,. w w w ! w w w / + ` 1 f t 1 r 1 -' '- w w! w w / r i f t'�/2" N ! , w w � v. ++ w it �' 'r w w �w ! w w w r � i! — � r r ' r ! 0 w V. w� w i 1 j i ! i 1 1/2 i i 1 ! w w w I w w `L d yu 1 i f I , t/2' j i 3 ! ,' { i t 1/2" r 1 1 , , 2 r r+ j i 1 1j1 1/2" ! ! / •` / 1 K. 1 / 1 F \� l ! 11 1/2w f i , 11 , 2" w w j w w w w w ' + i t ,/2f 1 S. 1 ! r f r f1 1 O w w, w , L t 1/2" 1 1 /2 ' `y W��ND� w w w w w w prrurrtMc ` ! ' `1" .��� i 1." r �.: . r i 1 1/2 1 f2 w w w w w 1 1---�t' -�. ' 1 2' 1 1/2' ,` w w w w ~` .. 2r /x` 1 ! w -• w w w w " '� 3 J ~ + � r `ILA F 1 j r w w w i 1L� w / 1 ♦ + -FE NAM -11t CA + 1 V V- ter '• J I ��` z - _ I3" lij w w _` / /r Irr ation Plan r� r _ J r r w w ' ! l — __ 2 1/2" BATE w73 r X w w p `'i !4 r / 1 / C7 t t/2 i / 1, "k" q w w w w I r f� AV1 1 2• 11 1/2 I w w oo�� 1, _ _ '------_r' Revisions l 01/09/07 REPLICA AREA, BASICEfBALi, GENERAL CHANGES 1 V. a Date: Sheet Number ED 0 1 1 December 20, 2006 n { Scale: NOTE: SEE SHEET SP -9 FOR IRRIGATION NOTES AND LEGEND Drawn By: SP-8 YMl_ 0 25 50 100 150 Checked By: PHW The i 13" w �` �,'' x ,, - --- Berkshire + + I 1 ,� 1 1 ;r Ij --' - De01�Il 1 , ---� - w w r Group, Inc, Ld " I } w v< + j! f'� 1' �' I, '~- Landscape Architecture f 1 v w ""' j '-� - �' ' l _ ,--� Civil Engineering 0-1 yr ""Y Planning ` s Ile GATE vAt t M T i} LJNt �` 1 �,� r , Urban Design { ` Environmental Design �!11t '•�- r i 2 "-;132- w W 1 1/2 w t_ 1 4 Allen Place Northampton, Massachusetts 01060 / 11 ,/zr It 1,2» t t/z• '1 1/2` I w w * t ``� _ (413) 582-••7000 * FAX (413) 582--7005 41 w v- 1 ' '�`--- __ Email: bdg0berkshiredesign.com vet j i[, ; f Web: http://www.berkshiredesign.com �-- --1,2,-�----& - - _`� � + + + I 1 ,, RIVERSIDE I 1 I { I 1 W T / C� 1 , 111 1/2" 1 i 1/2' t ,/2 I Y' 1 1/2? i�1/2'- t w w t f -! a ♦ I �r 1 12- j I 2 1/2' 1 A� LOOP V,! 1`- v, V, + 1 1/2': 0- ------ ----- - � I This drawingis not intended nor shall It be used for / 2 -----------`------ 2"- '/ / construction purposes unless the signed professional seal of v: , � ► / a registered landscape architect or civil engineer employed FOR DUST CONTROL ARE �,z" I I'� , :�~r i�.�--�- '� ,' by The Berkshire Design Group, Inc. is affixed above. I TO BE INSTALLED IN THE TURF I I r O Copyright The Berkshire Design Group, Inc. I 1YiTH THE ARC POINTING AT THE CLAY N of its contents are the express /z. This drawing and aI 1 N - _-� p `�� 1'�-yl NOTES FOR IRRIGATION property, of The Berkshire Design Group, Inc., and shall not /a 1) SYSTEM IS DESIGNED FOR 28 GPM TO 65 GPM. PRESSURE REQUIRED IS 85 PSI (196.4 FEET OF HEAD) AT THE ENTRANCE be copied or used in any wary without the written consent 1 I i t 1,2. • i .� I + / a` * TO THE 2 1/2" PVC MAIN LINE, of The Berkshire Design Group, Inc. 1 I, ,/ / 11 ,/21 1/2 / y/ 2) INSTALLATION INSTRUCTIONS- - - i i i i } i 1 �y ~ - __ HEADS: INSTALL 1" INLET HEADS ON LASCO ULTRA SWING JOINTS. INSTALL 3/4" INLET HEADS ON FUNNY PIPE SWING JOINTS. + I , ^----- - ' r ' 1 I SET TO GRADE. BACKFlLL IN CLEAN MATERIAL PROPERLY ADJUST THROW, ARC, AND FIELD POSITION FOR OPTIMUM i 1 I I t 1,2r / y PERFORMANCE. i 11-2" I Ir School Street I i ( 1 ,/2' VALVES; VALVE SEC UP AS FOLLOWS: VERTICAL MAIN LINE SERVICE TEE - SHORT PIECE OF 2" PVC -• 2" SLIP EL WITH 1 ,. w » » » 1•F I I i i " � l� 1 + ` . � � / + 1/2 SLKIP REDUCER - 1 1/2 X 6 TOE END NIPPLE - GATE VALVE ••�• 1 1/2 X 3 PVC NIPPLE - CONTROL VALVE - 1 r I 1 �, ,/2' 1, t/2 h t It 1/2r r, `� 1 2" X 6" TOE END NIPPLE 1 1 2" SLIP REDUCER IN 2" SLIP COUPLER TO 2" PVC LATERAL IN STANDARD VALVE BOX 1 I ' i t f i I v 1 I (VALVE ASSEMBLY IS SET FOR 18" MAIN LINE DEPTH TO 10 LATERAL DEPTH. INSTALL A 1` QUICK COUPLER VALVE ON A o 01 r j _ � er Road I { i i w / y BRASS EL AND STEEL TEE FOR SYSTEM WINTERIZATION POINT. INSTALL MAIN LINE 1" QUICK COUPLERS ON LASCO SWING JOINT ` , I 1 1/2 I 2" I WITH STABILIZER IN 10 BOUND VALVE BOX. INSTALL GATE VALVE IN A STANDARD VALVE BOX. USE ALL PVC NIPPLES. FIELD ' l , 1/2' I rJ 1 Q SO ATE ALL CMS. FINAL LOCATION TO BE SELECTED BY THE OWNER'S REPRESENTATIVE. DO NOT LOCATE ON ANY PLAYING • I I 1 1 / ' w w w 1 + LN I� CONTROLLER: WALL MOUNT ON A BACKBOARD IN THE RESTROOM BUILDING. INSTALL CONDUIT FOR THE CONTROL WIRES THRUPark 1 ----- -- - ' 12 u v I 3/7 / THE WALL AND INTO GRADE. PROPERLY LOCATE THE RAIN SENSOR FOR OPTIMUM PERFORMANCE. THIS CONTROLLER SHALL BE ft 12- 12 ) v w o / + GROUNDED WITH #6 BARE COPPER CABLE AND A GROUND PLATE BURIED ON THE OUTSIDE OF THE RESTROOM. Agawam, 1/2r.1`1/2r 1 7/23 2 E 2" + —~ Massachusetts 1,- �_,•-_,--,--t-- �.�- -- - --'"'' w � ` WATER SUPPLY: 65 GPM MINIMUM WELL. OPTIMUM WELL WOULD BE 130 GPM. USE AN 80/ 100 PSI PRESSURE SWITCH ON A �4—-- - - --"-'- "'�'-� -' u- w I' ! + `�� PRESSURE TANK AND A FLOW SWITCH FOR PUMP START AND PUMP STOP. PROVIDE THE PROPER SAFETIES. INSTALL A HIGH I / � w 1 +r 1 + PRESSURE RELIEF VALVE TO DRAIN TO A SUMP. ATTACHMENT TO THE WELL SHALL BE FROM A PiTLESS WELL ADAPTER. INSTALL VV DRAINS ON ANY PIPES THAT MAY FREEZE. DROP PIPE AND SUPPORT ROPE AS NECESSARY. FITTINGS AS NECESSARY. + PIPE de'WIRE PVC MAIN. TRENCH OR VIBRATORY PLOW 18 DEEP. INSTALL WITH WIRE, LATERALS: TRENCH OR PULL 12 DEEP. + I w w WIRE: CONTROL (RED), COMMON (WHITE), AND SPARE (BLUE) TO BE J14/1 UF. USE DBY SPLICE KIDS. 3) DESIGN IS DIAGRAMMATIC. INSTALLER SHALL FIELD LOCATE ALL ITEMS WITHOUT COMPROMISING THE INTEGRITY OF THIS + DESIGN. ANY CHANGES TO THE NUMBER OF HEADS OR VALVES, OR TO THE HYDRAULICS SHALL BE SUBMITTED TO THE + + .- "'r ' • o ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. PIPE ROUTING, HEAD AND VALVE PLACEMENT SHALL BE THE _-- -—--—--—--—--_ RESPONSIBILITY OF THE INSTALLER, USING THIS DESIGN AS A GU#DE, ` r 4) AVERAGE RUN TIMES PER ZONE TO ACHIEVE 1" OF WATER PER WEEK SHALL BE 30 MINUTES PER DAY FOR ROTARY ZONES, 10 MIN/DAY FOR SPRAY. END USER SHALL PROPERLY ADJUST RUN TIMES FOR CHANGING FIELD AND SEASONAL CONDITIONS. t SYSTEM SUMMARY: (43) ZONES SPLIT INTO A (2) DAY WATERING CYCLE. DAY 1 IS 24 ZONES, DAY 2 IS 19 ZONES. j' DAY 1: 24 ZONES x 30 MINUTES/ ZONE x 57 GPM/ ZONE = 41,040 GALLONS PER DAY. 24 X 30 = 720 OR 12 HOURS ' 1 �-. Q / PER DAY RUN TIME DAY 2: 19 ZONES x 30 MINUTES/ ZONE x 57 GPM/ ZONE = 32,490 GALLONS PER DAY. 19 X 30 = 570 OR 9.5 HOURS + PER DAY RUN TIME. 5) IRRIGATION INSTALLER IS RESPONSIBLE FOR, BUT NOT LIMITED TO THE COMPLETE INSTALLATION OF THIS IRRIGATION SYSTEM. FOLLOW ALL APPLICABLE CODES AND LAWS. CONTACT A UTILITY MARKING COMPANY PRIOR TO THE COMMENCEMENT OF WORK. l IRRIGATION WORK TO INCLUDE THE FOLLOWING; LOCATING & ATTACHING TO THE 3" STUB Our FROM THE WELL, CONTROLLER INSTALLATION WITH PHYSICAL CONNECTION FOR THE POWER SUPPLY, GROUNDING, RAIN SENSOR, RUNNING THE CONTROL WIRES THRU THE CONDUIT, AND RELATED ITEMS. THE COMPLETE PUMP STATION, INCLUDING POWER, SHALL BE PROVIDED BY THE OWNER'S REPRESENTATIVE. THE PUMP STATION SHALL USE 65 GPM AT 90 PSI. i 1 + AN ELECTRICIAN SHALL BE PROVIDED BY THE OWNER'S REPRESENTATIVE TO PROVE A i 15 Vac RECEPTACLE FOR THE 2 AMP PLUG IN CONTROLLER. LEGEND FOR IRRIGATION • I Irrigation Pipe Table Irrigation Flan Symbol Pipe l ' �: t "- • --_ PVC MAIN: CLASS 200 3" SW PVC PIPE W/ WIRE ro ------• PVC MAIN: CLASS 200 2 1/2" SW PVC PIPE W/ WIRE ;. ti - --------- PVC LATERALS: CLASS 200 2" SW PVC PIPE P LALATERALgi CLA99 2W 1 1 j2'' §W PVC RIPE ----------- PVC LATERALS: CLASS 200 1" 5W PVC PIPE z. z. ti F >� �' PVC SLEEVES: CLASS 200 S" RT PVC PIPE W/ COUPLERS Irrigation Equipment Table r' 3 .: Symbol Equipment • i PUMP CONTROLS FOR THE WELL PUMP STATION ' b u [ QUICK COUPLER VALVE: TORO 474` 00 1' W/ 464--01 KEY < F 0 CONTROLLER: TORO CUSTOM COMMAND MODEL CC-P24 Revisions GATE VALVE: BRONZE OR BRASS IPS, LINE SIZED 01/09/07 REPLICATION AREA, BASKETBALL, GENERAL CHANGES Q ZONE VALVE: TORO P220-26-06 1 1/2- PLASTIC W/ GATE VALVE r' RAIN SENSOR: TORO WIRELESS TO BOTH UNITS, USE ICE CUBE RELAYS BLOW OUT: TORO 1 1/2" QCV W/ KEY ® WATER SUPPLY: 65 GPM MINIMUM AT 90 PSI AT WELL HEAD Irrigation Heads Table Symbol Sprinkler Heads ® LARGE ROTARY HEADS: TORO S2001, FULL CIRCLE, #12 NOZZLE Date: Sheet Number • LARGE ROTARY HEAD: TARO S2001, FULL_ CIRCLE, #24 NOZZLE December 20, 2006 n 9 MEDIUM ROTARY HEAD: TORO SUPER 800 PART CIRCLE #3 NOZZLE Scale: ED I F 01, P LE, #12 NOZZLE 1"=5O' Speeeq LARGE ROTARY HEAD• TORO S20 ART CIRCLE ADJUSTAB Drawn 0 LARGE ROTARY HEAD: TORO S2001, PART CIRCLE ADJUSTABLE, #18 NOZZLE YML Checked By: 0 25 50 100 150 PHW 8„ 2,_0„ e„ COVER & GRATE FINISHED GRADE CATCH BASIN FRAME AND GRATE The MANHOLE FRAME fit COVER NOTES — Berkshire FRAME SET IN FULL' BED OF MORTAR <dp 5" 1• THE TREATMENT CHAMBER SHALL BE STORMCEPTOR STD 4501 �- t- r- GRADE ADJUSTERS TO PRECAST CONCRETE UNIT WITH 450 US GALLON CAPACITY.p �� SUIT FINISHED GRADE FRAME CASING x �Desg�t i ADJUST TO GRADE WITH MASONRY OR p° ° » :,. 2. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED t -� 24 w. awwcn 4 E TT.�,, BRICK NOT MORE THAN 12' :..•, a: :-: 8' AT THE INLET AND OUTLET WHERE APPLICABLE. TO BE SET IN FULL MORTAR BED MANHOLE FRAME A COVER Groupli1C a ^ FRAME SET IN FULL BED OF MORTARA 3. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/ BRICK AS REQUIRED TDECCENTRIC PRECAST REINFORCED ° `} 8 VENT PIPE. ADJUST TO GRADECONCRETE MANHOLE TOP SECTION ADJUST TO GRADE WTIH MASONRY OR �$ ° Landscape Architecture � HANDLE FOR 4"0 PVC PIPE .`. 4. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE z Civil En irzeerin REMOVABLE VARIES OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, PRECAST CONICAL SECTION BRICK NOT MORE THAN IZ' ° g g COPOLYMER POLYPROPYLENESTEPS WITH ���� � ° ,. ., MIN. 15' E•IIGH :1NLE1 TEEw/4° CAP #5725760, #5753115. #5849181. 24" Planning 1/2" GRADE 60 STEEL REINFORCMENT +, 04 co6" MINIMUM COMPACTED GRAVEL xa ST4RMCEPTOR ECCENTRIC PRECAST REINFORCEDr IRON CATCH BASIN TRAP Urban Design ALL AROUND � : INSERT IN PAVED AREAS CONCRETE MANHOLE CONE SECTION o� F environmental Design _ SEE NOTE 3 WEEPHOLE SEAL 'V" OPENINGS COPOLYMER POLYPRQPYLE1JESfEPS WffFt o � ». �° � , INLET 4"3s PVC PIPE 1 2 GRALtE 60 =, ��^ OUFLJ 2 WITH NON-SHRINK MORTAR / RaNFORCMENT n SEAL ALL JOINTS WITH APPROVED ,��; '> 0 ►• 2" I 9" CLEANOl1T/VENT PIPE INLET'-PIPE 8" MINIMUM COMPACTED GRAVEL PREFORMED PLASTIC GASKET MATERIAL ; ' y o p� :` Z. I ;.,. F, , ---___�,,_ OUTLET PIPE ALL AROUND O OR RUBBER 0-RING Q b =,• t 4's� OUTLET �w 4 O" DIAM. r' ' < SEAL ALL JOINTS WITH APPROVED 0 12" " � .. �..�-' RISER PIPE � �,.� � PRECAST REINFORCED CONCRETE ` ' 18" �p PRECAST REINFORCED CONCRETE ,u3 a 11 MANHOLE RISERS I a. I PREFORMED PLASTIC GASKET MATERIAL pn RISER SECTION oR Ru$sER o-RINe �T '. �' p 4 Allen Place, Northampton, Massachusetts 01060 SEAL PIPE CONNECTIONS WITH 6 4 0" DM. oI r 0 PRECAST REINFORCED CONCRETE (413) 582-7000 FAX (41 ) 582-7005 TYPICAL _ n 1" INLET• ' OUTLET ° COMPACTED GRAVEL MANHOLE RISER SECTIONS APPROVED RUBBER BOOT SEALED -�`'' ��� Q _ • JOINT SYSTEM a ', n ! 4'--0" DIAM. •+ -- -• > = zi2'� IN 4*0 OUTLET 60' ° 1 SEAL 'V OPENINGS WITH g� � Email: bdg@berkshiredesign.com tt 5' MIN f YtP. :, DOWN PIPE RISER PIPE MIN. ** IF `� a 0 NON-SHRINK MORTAR Web: http://WWw.berkshiredesign.Com ° PRECAST REINFORCED CONCRETE _------ (REMOVABLE) NEEDED - - 2% SLOPE 3n . O :"� ,�" _ • BASE/SUMP SECTION 0 0_ o UNDISTURBED MATERIAL a °a o _ DO O 8 `�� ��' �$ OR COMPACTED CRUSHED a 0 MONOLITHIC CONCRETE BASE SECTION ()��° a-yy r y/� � � p� Q PIPE OPENINGS TO BE PRECAST ' . Oza�F;t , A��x #, � r± y.:k�' ,- ,. ._ :.•_- K�_. " 12 0 INLET DOWN STONE (6 MIN.) [N R15E12 SECTION a` _..P•• . •: : .' 8 PIPE (12.5 04 ELLIPSE) NOTES: 1. WEEPHOLES TO BE 4 PVC PIPE 12 LONG PLACED.THROUGH EACH WALL OF o c CATCH�BASIN. OUTSIDE .END TO 8E COVERED WITH 1/4 MESH. GALVANIZED PRECAST REINFORCED CONCRETE &4SE -� SHELF TO BE BRICKS LAID ON END ti ° ap o a o f WIRE SCREEN. PLACE 1/4 CY CRUSHED STONE (1'-1 1/2") AROUND OUT SECTION THRI! IyNAMl31=}� SIDE END OF PIPE. USE MINIMUM OF 3 WEEPHOLES PER BASIN. o oc� o o °rtkon orElrD a muKmAK Vn uLAS� --R-- CONCRETE SECTION THRU PLAN._.VIEW 2, CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF pa �� o d oo6 BASIN PROHIBITS THE USE OF CONICAL SECTION. STRUCTURE MUST SUPPORT H2O LOADING. 1 Sewer Manhole 2 Treatment Chamber • 3 Catch Basin 4 Drain Manhole SP-10 Not to State Not to Scale This drawing is not intended nor shall it be used for SP-1 o SP_1 O Not to Scale Not to Scale construction purposes unless the signed professional seal of SP-'1 o a registered landscape architect or civil engineer employed by The Berkshire Design Group, Inc. is affixed above. ©Copyright The Berkshire Design Group, Inc. NEW ENGLAND CONSERVATION This drawing and all of its contents are the express WILDLIFE SEED MIX AND RAIN GARDEN property of The Berkshire Design Group, Inc., and shall not FINISHED GRADE STANDARD CATCH BASIN SEED MIX ON BOTTOM OF BASIN be copied or used in any way without the written consent FRAME AND COVER AREA TO BE MOWN TWICE PER YEAR of The Berkshire Design Group, Inc. FRAME SET IN FULL -------- BED OF MORTAR o 24" 54"X54" PIPE GRATE, �6 CQ� cs� 0� 0 WOOD STAKE $'-0" O.C. BOLT TO TOP OF CONC. �°p � ° D o BOX STRUCTURE ° ° &0�1 School Street 0 80 ❑ ❑ ❑ ❑ ❑ ❑ ❑ QO 2"x2"x3' STAKES, TOP GRATE ELEV. 6" 2'-O" 2'-O" 6 FILTER FABRIC STAPLED AS PER PLAN River ❑ ❑ ❑ ❑ ❑ ❑ ❑ TO POSTS, FABRIC TO2 PER BALE ,4:. t4 X 4 PRECAST (� (� Q OBE BURIED IN TRENCH �; HAYBALES CONCRETEBOX ,`: : Road 1-1 2" CRUSHED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ROTONDO PRECAST CONCRETE STRUCTURE +• ' STONE ALL AROUND O LEACHING BASIN FILTER FABRIC 8 p ❑ ❑ ❑ ❑ ❑ ❑ ❑ `00 FLOW , ... •.r:+. f• t a' — — EIH❑_III-__III _ _ _ _ Park ALL AROUND 1100 ❑ ❑ FILTER FABRIC -----�- OUTLET PIPE-SIZE t II �j _ __ ❑ � f I Vhjf CVO=1IA� I I� Is I AND INVERT ELEV. ;�: , ram. . : —I �� I—I I I ICI111=�-- =I I I[I 11-1 i=) 1=�T1 �� �~Q AS PER PLAN I;, — -- — _ _ ICI i—I I(^I I d v�✓ 3 " PEASTON£ ., i111 y . .. I II_ I�I�I � -I( _" �" IC -I �_— II k _ 4"x4 TRENCH ``•4 _ {•. ..' : -I f I---f I fill i I I I�-�-I 1 i1 �I 1=I I!mil I f= — — _ _ l I l_= I,; Agawam, Massachusetts 0 C3p d O UNDISTURBED SOIL •• _•- _�� .',—I WITH BACKALL II ! ,. _ _ Ir (k ry {1 {{ r 0 _ ..i r 1 J d• + ,t•A:.! + _• y•4 •' w� !F f I••" -...�1 11—I —1 II I t-1 I i-,•� I!— I- _ =l�l 1��I I I�1�1=I I�..11 I�(I I-�I f.� _ --�I g o 6 MIN. CRUSHED I„ I>IIII = 1�- I�= lI=III= 1= I= != I= I. 11�= II UNDISTURBED SUBGRADE STONE BASE ga {30o m ���� I►1=11 IIEEE 2 ORGANIC MULCH COMPOST II #I1�111��!I�fll�=fl!1=IIf1llllll=111€i�1111! 11I11 fill IEI�I III COMPACTEQ = ooaa _1 II I°p �f Ij�6r, 115" AMENDED SOIL 607. SAND, NOTE; SILT FENCE TO BE ERECTED WITHIN THE LIMITS OF SUBGRADE - l— I6'-0" OlA 12" THE SILTATION AREA ADJACENT TO THE HAYBALES - - ��f I--fIIIII J111J(, ItlsIIII 20! TOPSOIL, 20% COMPOST WIDTH VARIES EXISTING SUBGRADE 5 Dry Well 6 Erosion Control - Barrier 7 Outlet Structure S -retention BasinlSwale Cro ss ss Section SP_ O Not to State Sp_1 o Not to Scale Not to Scale SP-1 o SP-10 Not to Scale 8"X8" TIMBER POST r� iI II I I POST BRACKET II II # REINFORCED CONCREATE PILE CAP -NOTES- GRADE L e L a L l s I I GRADE 1, FINISH; MILL FINISH STEEL TWO HOLES TO ACCEPT 1//2* DECK STEEL ANGLE WITH I I UL BOLTS OR LAG SCREWS 2. MATERIAL SPECIFICATIONS: 1--3/8 DIA. HOLESI _ M ; ::� •- - PIPE: STEEL PIPE, PER ASTM A53 GRADE B BOLTED TO BEAM -NOTES- _-I~� � •�• �I --. ? , gib:fir•::••.�;: _:� i mt � .� --,., „--. OR ASTM A 500 GRADE B ff!! E ji !! - +" - •. rrI j _ f PLATE: PER AM A 572 GRADE 50 DECK JOIST i i - I�fi�I 11I!I C'Y =; �'. . `= i!� I�II I( 3. RATING: 20 TON COMPRESSION WORKING/DESIGN SEPARATE PLATE 7" 1. HOT DIPPED GALV. WITH MATCHING PER ASTM A-153 •• '_t BOLT HOLES 'r�' ' i r•: •.-_ �.- �. LOAD, THIS RATING 1S VALID ONLY IF THE PIER CAP OffAIL NA§ WER BEsi5NED TO ERWRE ADEQUATE I"<3R S,4DDLE.: ��.-�.• :::' •"; s� �- ,... ter.•- '9.< _ r 1 OR SPREADER + HOT ROLLED STEEL �� .'••.�- ; :.' ' 3 I I! LOAD TRANSFER FROM REINFORCED CONCRETE FOUNDATION TO SCREW PIER' AND IN ACCORDANCE 3.50* SADDLE 3. BOLTS: 1/2 DIA. HEX WITH LOCAL CODE REQUIREMENTS » IVI IVI IVI o IVI WIDTH " HEAD, 4-1/2 LONG W/ HOPE FLARED END Al lAl lAl IN IIII NUT & LOCKWASHEFt FLOW OUTLET SECTION 4. 10,000 LB. MAX. LOAD -- -�---� THREADED STUD - — COMPRESSION ONLY PIER _CAP STONE RIP ADAPTER I I 5. BEAM.SADDLE FORMED: RAP BLANKET FROM 1 HELICAL PIER C110-0026 b BEAM SEAT PIPE WELDED TO � I � I NOTE 5 /4' THICK BRACKET HEIGHT BASE OF SADDLE I i l l STEEL PLATE HELICAL PIER EXTENSION 1/2' DIA. MACHINE 1 SECTION (SEE ENLARGED ABOVi BOLTS,WASHERS NUTS AND DETAIL) GRADE I k I 12 I , I STEEL PIPE TO ACCEPT SECTION 1-1/2" ROUND-CORNERED. e AS GRADE III I I SQUARE (RCS) SOLID STEEL REQUIRED I I ( I HELICAL PIER SHAFT 10' MI INSTALLATION �T � N. NST E LAN. I I FPIER I�!�I �-I�I�II�III�!►�I� �11 Ifs 111 If ���IrI�I►!=ill�I� �II� II ��I�1=l�I� I�f�I HDPE DRAINAGE o c o PIPE; HELICAL PIER -� "{` �� �- SIZE VARIES (SEE PLAN] Revisions • 01 09 07 REPLICATION AR BASK LEAD SECTION HELICAL PIER / / 6 GRAVEL BASE FOR CROSS BRACE � � � '1 ° � � EA, 1=fBALI, GENERAL CHANGES AS REQUIRED HELICAL PIER LEAD SECTION UNDISTURBED OR FLOW COMPACTED BACKFILL -NOTES- �-,�.E»Eac �� . 1. HELICAL PIERS ARE INSTALLED (SCREWED) TO 6" MIN. RIPRAP A MINIMUM DEPTH AND TORQUE AS REQUIRED o°�a ° a Jb �' �'• °°pro' Cr BLANKET PIER SPAN "L' 2. HELICAL PIER SHAFTS FOR WALKWAY SUPPORT � 8e��8�a°�. °$8a� ''Cb$fA%'y.g'�qlf*, � $,�°��o ARE TYPICALLY 1--1/2' OR 1-3/4" SQUARE SHAFT OR 2-7/8' O.D. PIPE SHAFT fIII�IfI1 =I11��=I111) IIII�IIII�f111IIlI=IIIII^1II11=jIII�II 3. THE NUMBER AND SIZE OF HELIX PLATES VARY SIDE E L EVATI 0 N DEPENDING ON PIER LOAD AND SOIL CONDITIONS Date: Sheet Number 9 Wood Boardwalk & Deck & Helical Pier footing December 2�, 2ao6 � to Flared End Outlet S�a,e: t et As Noted jo Not to Scale Not to Scale Drawn By: SP-10 SP-1 o YML Checked By: PHW 84' INSIDE LINES The Berkshire Design- 1 2" DIA.x14" SMOOTH STEEL DOWEL ' 81TUMUNOUS CONC, WEARING COURSE r Group, 1C. MASS HWY. M3.11.03, TABLE A AT 18"-24" O.C. - 7" LUBRICTAED END �: ,ram ��� f � �,�,, WITH 5/8" MIN. EXPANSION CAP ,t h s � � � •�' � BITUMINOUS CONC. BINDER COURSE Landscape architecture MASS HWY. M3.11.03, TABLE A i/2 2"W. Dt . BACEXPKER JOINT SEAL- S � � �1 2 DIA. BACKER ROD WITH � ;, a� '' ��_ � '" k ��.��.�� �" -��' ���� � S �.. � � '���� ter+' fx -� Civil Engineering 1/2" POLYURETHANE SEALER, x y i u 4 �. �e `. Planning DENSE GRADED CRUSHED STONE SURFACE PRIMED s. 0 Urban Design 1 2" EXPANSION JOINT FILLER BITUMINOUS CONCRETE WEARING COURSE MASS HWY. M2.O1.7 - a 95% MIN. DENSITY / y y Q, Environmental Design MHD STA, CLASS I, TYPE 1-1 cn Q, �y GRAVEL BORROW SUBBASE LAID IN TWO COURSES FIXED DOWEL END z MASS HWY. M1.03.7 TYPE 8 12 95% MIN. DENSITY COMPACTED GRAVEL BASE COURSE C) d 6x6x1O 10 W.W.F. o 957. MIN. DENSITY III :Kt• '4" CONCRETE S' ' 4 Allen Place, Northampton, orEhamPton , M assac husett s 01060a,2-1/2" ,2 DEPTH O U) k x ,s ( ) 582-7000 FAX (413) 582-7005 4100 P.s_. ° WITH 6x6%1O i �6" O o d W€RE MESH `� o Q Email: bdg4be h'redesi n. om 0 maI �900- I'll I -�-- 11I IIII oQ 0OJ1IJ ICPO1►3— ��=; - � •� � _'"` =y� _. •a,'��3 ,-��" ` wd?.�`°\x�s �w-1�-. y r Web: http://www.berkshiredesign.com n.com 11l lI —a`�0 C rO 0 a o °O Q C�°0 COMPACTED Qa II GRAVEL ME, o o a < 0Q 957. MIN. DENSITY o f__.. � I.-��11 I� t I � �A` • ���lI I COACHING BOX WI Y RD OR COACTIING BOX J J—J—J J—J—J �:J J 28- IN.J UNDISTURBED 3 De E B za�fl UNDISTURBED OR COMPACTED SUBGRADE ifll l ill ll Ill 11;l I liT 1111�(II 11=�I I��II I �I II j�)I III COMPACTED SUBGRADEOR UNDISTURBED OR COMPACTED SUBGRADE unTP- THE COLOR OF THE LANE SPACE MARKS TD NEUTRAL B�ONE kTF ND GRAVEL 12" DE(OND.-- SHALL CONTRAST WITH THE COLOR OF THE BOUNDING LIEJES PAVING WHERE ROAD IS NOT CURBED NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK WITH 3" TROWELLED EDGES NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE ALL LINES SHALL BE 2 IN. WIDE (NEUTRAL ZONES EXCLUDED) NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE SEE PLAN FOR SCORING & EXPANSION JOINT SPACING MATERIAL MAY BE INCREASED IN THE FIELD. ALL BASKETBALL AREAS OUTSIDE OF COURT BOUNDARIES MATERIAL MAY BE INCREASER IN THE FIELD. SHALL RECEIVE RED COLORSEAL r Bit. Conc, Paving 2 Concrete Paving 3 Bit. Cone. Walk 4 Basketball Court Layout This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect or civil engineer employed SP-11 Not to scale 11�p_ in Not to Scale SP_11 Not to scale Sp_11 Not to scale by The Berkshire Design Group, Inc. is affixed above. QCopyright The Berkshire Design Group, Inc. 1 2" 9-GAUGE STEEL BANDS This drawing and all of its contents are the express EQUIDISTANT UNLESS OTHERWISE NOTED TO FASTEN MESH FABRIC 70 RAILS property of The Berkshire Design Group, Inc., and shall not ALL POSTS EQ UI ^D MAX. SPACING 0 AP SWAGED EDGE (PTIN 6" FROM be copied or used in any way without the written consent of The Berkshire Design Group, Inc. FENCE MESH LINE POST 2", 9 GA., SEE SPECS 2-1/2„ CID, (TYP.) SEE SPECS TERMINAL, POST BIT. CONC, WEARING COURSE, MHD STD. CLASS 1, TYPE 1--1 135 8" INT. RAIL AND 5 85 S c oo . Stree BIT. CONC. BINDER COURSE, 1-5/8' O.D. SEE SPECS t -�� ,,y TOP & BOTTOM RAIL TRUSS ROD BETWEEN END/CORNER'`'" BITUMINOUS CONCRETE BERM MHD M. CLASS I, TYPE 1-1 PLAN VIEW TURNBUCKLE POSTS AND ADJACENT LINE POSTS 1 2" 9-GAUGE STEEL BANDS � MODIFIED CAPE COD STYLE GRANITE CURB, TYPE "S' o ° ® APPROX. 12" O.C. ON TERMINAL � er Road 8'�Q" O.C. & LINE POSTS (TYP.)-SEE SPECS BITUMINOUS CONCRETE WEARING COURSE MATERIAL VARIES, SEE PLAN 2" CHAMI=ER MDPW STANDARD CLASS 1, TYPE I- 1 5/8"x7R1/2"SUNK BOLTS ;• 3" x 10" RAIL TENSION BAR ECS BITUMINOUS CONCRETE BINDER COURSE VANDAL PROOFED FINISHED GRADE-SEE FLAN Park MDPW STANDARD CLASS 1, TYPE 1-1 S FOR MATERIAL COMPACTED GRAVEL BASE COURSE, 12" j 3" 95% MIN. DENSITY ff ,x jrli f s ems; ,% N — J— — fj {(—I !! 4 s ' �r JJ If 1(I=I�If= 6„ MIN. FOR �g��17t1� Massachusetts �6111�=I ��= 111f=I 1��—I 1�i=1 lEl=1 f�i=11llI Ifffl-=I I��=1 d LOAM AREAS s �. =lull=€IIII=I11 w If 1�1IltlIII IlIII A fl11lIli " ��1 III U . _ 111 :� 11= r�<��, a„ x s" Posy �° �1 •-- � hill —II I I I=IIo->'1_I�ll i I�IIt1 f OI I11 f �o �Il�jl ji l-+ 4=II=If(( rI �ll���� I lff� r IIII����1 1 IIII I I II II III p �I,�>✓�I�{o)��CI� �II�I—' Q=II I y� �I"f�l}� I II �II�jQo-IIpO`II��IIlI=II�L�I{� FINISH GRADE CONCRETE FOOTING, 3 PSI T YP, Q4 AA�` •°.'a'a I—FFID 0 0 12" FOR LINE, 18" FOR END/CORNER POST LFF Q all 75 CEMENT CONCRETE fkll� lfll lll II 11 1=1I I I UNDISTURBED OR V11 QXr p 3004 PSI Go oo Q COMPACTED SUBGRADE c V I �0 U� COMPACTED GRAVEL BASE C 71=O Q 0G�o 95% MIN. DENSITY iter 1111 hill , UNDISTURBED OR 1 NOTES a14 C N I!i' IL COMPACTED SUBGRADE _ III I I1 Ilk i 11111 g" g" �N_ f` 1. ALL POSTS, MESH AND FASTENERS TO BE AS SPECIFIED. NOTES: I I �+IiI 2. INTERMEDIATE RAIL ON ALL SECTIONS FOR 6' HIGH FENCE. UNDISTURBED OR COMPACTED SUBGRADE 1. ALL WOOD TO BE PRESSURE TREATED, SELECT PINE GRADE 'B' OR BETTER ! .. 3. FENCE MESH FABRIC TO BE FIRST QUALITY GALVANIZE[). , 2. ALL HARDWARE.TO 9E GALVANIZED 12 4. FENCE MESH TO BE INSTALLED ON THE PLAY SIDE OF POSTS. i 8' 3. SET POSTS 3' - 6" DEEP IN WELL-TAMPED GRAVEL BACKFILL LINE POST CORNER/END POST Bit. Conc. Berm G Sloped Granite Curb 7 Food. Guardrail ("8 Chain Link Fence 5 p Sp-1 i Not to Scale sp-11 Not to Scale SP-11 Not to Scale SP_11 Not to Scale Q GRASS LINE GRASS LINE Details 4` DEPTH INFIELD rc <<' y ? i N - 1 �'� 3 r Eo A� -� � � r y�Y�`<a ia�- •r.�-q� j 7 MIX AS SPECIFIED 3 ;I ,yE` ENN &CORD BASE 9 �Qg`4 ..:r•.ar,:.ar „ //' ,\`\ �. _ „•� t'i �' L. `,* ,Nh F r ". �..e, r,� •• .`�, j _y t/ EXTEND INFIELD 12, '!F R O •!Q ` F' �K, " "� y ti on d FOUL LINES BEYOND 0 ! 4/ O ROUND OUT CORNERS �Q i 90 ` F, �`� '. (i SKINNED AREA ¢ � � , � "�€_ �k� � r�^� ,ti�r p•s.,, ,�� I DEPTH MIN . `\ <c0 THIN i "INFIELD MIX ro �� FIRST GRASS �, PITCHER'S BAD r BASE INFIELD �, MOUND ' 13' . PITCHERS PLATE 13' RAIDLEGEND BASF" OF E f ti rn 1 HOME � i z ���;y, � •f .�G� ,�} v + � ,�. .�' r.� � "� - �rc°i i �i goy :� � y . . CIRCLE G2 1st, 2nd, 3rd BASE CO CH'S ,` t� �.,� " ``, ,�, '' ^ �� '�,.. ,�- >:;. ,lOa .� ,/Q BOX o A ce .' ., "� . r. 2 PITCHER'S PLATE BOX T ,�` �' �'� � s_ g R�VIS10II5 ?. _E BOX ,y°� `�- -,� ..�� � � ` ' 01/09/07 REPLICATION AREA, BASKETBALL, GENERAL CHANGES V p� p p/'y ' X=� (^yam ® BATTER'S BOX r,Olf 48" { r� Y'Yx , ;� �•4 9 Q CATCHER'S BOX YV 17" TV � NOTE: - NOTES: �`4% 9D' 6' B' 1) ALL LINES TO BE MARKED WITH 1. ALL LINES TO BE MARKED WITH CHALK R) CHALK OR NON-BURNING WHITE MATERIAL 1/2 LENGTH OR NON-BURNING WHITE MATERIAL & MUST BE 2-1/2 INCHES IN WIDTH AND MUST BE 2-1/2 INCHES IN WIDTH °� NOTE: ® G G M 2, PROVIDE AND INSTALL BASES (SET OF 3) 1) ALL LINES TO BE MARKED WITH 2) FURNISH & INSTALL BASES AS LENGTH VARIES - SEE PLAN CHALK OR OTHER NONBURNING I PER MANUFACTURER'S INSTRUCTIONS NOTE: AS SPECIFIED WHITE MATERIAL AND MUST BE HOMEPLATE 2fi DIA CIRCLE 2 TO 3 INCHES WIDE. 2) FURNISH & INSTALL HOMEPLATE BASES 1, ALL LINES AND ARCS TO BE MARKED WITH CHALK OR NON-BRNING WHITE MATERIAL 3, PROVIDE SEESTO OWNER 2} BASES ET OF ONE (1) EXTRA SET OF PITCHERS' PLATE AS DETAILED 20' DIA. CIRCLE AND SHALL BE A MINIMUM OF 2 1/2" IN WIDTH. SEE SPECIFICATI S(S 3) O -- Date: Sheet Number 3) PROVIDE ONE EXTRA SET December 20, 2006 OF BASES TO OWNER 4' 9 Baseball Infield Layout ('10 SA AR Infield Layout 11 Soccer Field Layout SG„le: As Noted sp.i SP-1 i Not to Scale SP_11 Not to Scale Sp_11 Not to Scale ©fawn By: YML Checked By: PHW �o -1 END CAP TYP. - - -- - --- The dflb 13erkshire 4" O.D. /45 O ^t END CAP TYP. .. Design Grow mac. TERMINAL POST 1•-5 8" Q.D, TOP RAIL � ` '1-5.8" O.D. TOP RAIL4" O.D. TERMINAL POST Landscape Architecture Civil Engineering 3" O.D. LINE POST TYP. E3" O.D. LINE POST . Planning Urban Design g GAUGE GALV. CHAIN LINK ; Environmental Design FABRIC INSTALLED ON oFIELD SIDE OF BACKSTOP 4" O.D. CORN R POST9 GA. GALV. CHAIN LINK MESH 3" O.D. LINE POST TYP. 1 -5 8" O.p. ENT. RAIL, TYP. ON TOP SECTIONS INSTALLED ON FIELD SIDE OF POSTS MARKING IN 4" O.D. CORNER POST 4 Allen Mace, Northampton, Massachusetts 01060 CONTRASTING (413) 582-7000 • FAX (413) 582--7005 E i� � NOTE : ALL MEMBERS � o � � 1-5 8" O.D. TNT. RAIL TYP. - COLOR o I<rrlail• bd �berkshiredesi n,com CROSS WELDED o '." . � 9 9 a o o W3 Web: http://www.berkshiredesign.com NOTE: E I 4-. 8 9 GAUGE GALV. CHAIN LINK w ALL MEMBERS TO BE CROSS WELDED "� o o w FIEFABRIC D S DI E INSTALLED � � � DEAD LINES . 4" O.D. CORNER POST 1 3" O.D. LIME POST TYP, 6 GA. GALV. CHAIN LINK MESH 7 w ON BOTTOM SECTION INSTALLED - W ON FIELD SIDE OF POSTS 6 GAUGE GALV. CHAIN LINK , - iv 4" U.U. UURNLR P051 i ., SITE OF BACKSTOP, BOTTOM ;� 1-5 8 O.D. BOTTOM RAIL `•;° (� OFF , TWO SECTIONSV 1 -6 DIAM. CONCRETE E 1-5 8" O.D. BOTTOM RAIL FOOTING, 3000 P.S.I. °b•, 3" O.D. LINE POST (TYP, w gyp` 1�w6" DIAM. CONCRETE v „ p, FOOTING 3000 P.S.I. ! N _ 6" LOAM & SEED 6" LOAM & SEED 6'-D" 4 O.D. TERMINAL POST s ' 4,. O.D. (II ., I BASELINE TERMINAL POST 111' : it I UNDISTURBED OR SUITABLE I PLAN AREA This drawing is not intended nor shall it be used for 2" Mc COMPACTED SUB-GRADE Ifi ") , I construction purposes unless the signed professional seal of 'o. a registered landscape architect or civil engineer employed 3.R6.. �' !� 2�� MIN' � by The Berkshire Design Group, Inc. is affixed above. UNDISTURBED OR SUITABLE NOTE. ALL LIKES TO BE PAINTED WHITE, 1" WIDE 1•-fi" TYP. COMPACTED SUB-GRADE MIEASURED TO THE CENTER OF THE LINE. Q Copyright The Berkshire Design Group, Inc. PLAN SECTION PLAN SECTION This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not 1 Baseball Backstop be copied or used in any way without the written consent Z Softball Backstop of The Berkshire Design Group, Inc. p 3 Shuffleboard Court Layout Not to Scale SP- 2 SP-12 Not to Seale Not to Scale SP-12 School Street SPACING AS PER r MANUFACTURER'S SPECS. Road 25"t ".1ver::�r c> _`r. r y i ,.sr PICNIC TABLE SEAT ` SEE SPECIFICATIONS Park STEEL AND WOOD BENCH BENCH WITH ALUMINUM is^ SEAT AND BACK f AS SPECIFIED SEE SPECIFCAMONS . �,k Agawam,am Massach s' _" g u efts 3 8" POLYETHYLENE FILLER 12" WOOD CARPET SURFACE M MATERAL o� HEIGHT AS PER FINISH GRADE q u FINISH GRADE-SEE PLAN SEE SPECIFICATIONS MANUFACTURER'S SPEC'5. �x�' SEE PLAN FOR MATERIAL FINISH GRADE CONC. WALK FOR MATERIAL 2"x12" PRESSURE TREATED WOOD EDGING } TO BE FLUSH WITH FINISH GRADE IIII�-�`1111� llllt II I==R11 = a I��SE I`III Mill Uf 11� I rI °. I _11111 -1rl�l , , 4 f, a .a11- 4, `a 1 €fl'fl fIIl €I €I jf' Ili!#1 III}}�sI FINISH GRADE 1 2' x B" GALV STEEL 111}f ` = ANCHOR BOLTS � ..: _`�� d• IlI� MATERIAL VARIES °+� _ d •4.• .: SEE PLAN �� l(s •� a l (( Q CONCRETE FOOTING N BIKE LOOP • _b. lI * O 3Qa0 PSI 4" X 4" X 3'-0" PRESSURE • CONCRETE FOOTING 6 WIDE '+ SEE SPECIFICATIONS ` 1' ITI/Ta -5' ' c. 4000 PSI, ONE AT EACH LEG -- M �. TREATED WOOD STAKE 48 O.G. i _ Ms Q COMPACTED GRAVEL x �: S 6' GALV. CARRAIGE BOLT w V a V°t+o Q 0 ` BACicFILL i j COUNTERSUNK, TWO PER POST III�� ••. - r" :� YI �ll�l•���II^—' !I �II� �• - .6 rll �.. +r. .4:. �"` - ♦ M CONCRETE FOOTING __ICI�I~~ ���I ��l II .• f~ II 111 i e • . F11 ' _ • ' r 3000 PSI CG ^II f y llll=lull =�lil� ' CONCREFE FOOTING " ' A- A a 11111 �, •w�:4s ,, =' STO�IEDUST SU 3000 _ RFACE I 1 .4 r~ .: l� Iili �� II • 4 �I � P51 4 a s..x4"x1 4" STEEL TYPICAL ""`.•y• a III • ; .: NOTE: `a _— .•� �. e += ANCHOR PLATE WELDED n P O .•s f-1 2 GRAVEL $,45E 4 }}� TO BOTTOM OF LEG ' r UNDISTURBED OR 4 a^1 fl INSTALL A5 PER 0 0 I�I1� `�'� �. I --- MANUFACTURER'S I(I l I • I I J I 1 p OoU - WITH FILTER FABRIC 1 111—ff l�jl= III COMPACTED SUBGRADE ' I DIRECTION �l = 4 I � ��I� UNDISTURBED M �I UNDISTURBED OR = = ED OR _ �l I#-� UNDISTURBED OR ~ I il �Ii COMPACTED SUBGRADE �I � �I� CSUBGEjI� UNDISTURBED OR SUITABLE 18" — 51I 1If Illll— COMPACTED SUBGRADE IV-7 �f!il= COMPACTED SUBGRADE . 1 . 12„ DIA �., I III .=1I11[ 4 Picninc Table Footing 5 Bicycle Loop6 Decorative Bench Footing - g (77 Player s Bench Footing $ Bocce Court/Edging InQ SP-12 Not to Scale sP_12 Not to Scale g -:Not to:.Scale SP 12 SP-12 Not to scar SP-12 Not to scale Details SHUFFLEBOARD COURT COLORS: BASKETBALL COURT COLORS: BLUE COURT GREEN COURT RED HER'S P HOME PLATE OR'.P_ITC LATE COURT SURROUNDS GREEN COURT SURROUNDS/KEY WHITE FINISHED GRADE LINES WHITE LINES f. FINISHED GRADE , . COMPACTED WOOD CARPET ;, 18-o DIAMETER 1" DENSE COURSE AS SPECIFIED / �j� 1-1 2 PLYWOOD BASE TO BE TREATED WITH \` \\ �'�\\� \� .\� COLORSEAL AS SPECIFIED. ,���� �\ \�// � ��: \ �\ \\//\ WASHER TO BASE USING IIII!�IIIII � „ �\` � D TWO NUTS 1.5" BINDER COURSE 4x4 P.T. TIMBER SCREWED 22" 6" i SLOPE 1" PER FODT ff _ o II�II „ ? TO BASE W 4-5 GALV =i I� WOOD SCREWS, ,OUNTERSUNK ' Revisions lull Ilf1l s BASE COURSE �� �� Intl TURN TERRABOND FkLTER FABRIC UP c o 3 4"' PLYWOOD ANCHOR 2 ' DENSE GRADED STONE 01/09/O7 REPLICATION AREA, BASKEFI3ALL, GE NW CIiNdGES IIIII` a COMPACTED To a5 N $.V TO WITHIN 3 OF FINISH GRADE s GALV: CARRAIGE BOLTS 4 1, e I�-lilt lL o. =1d l �o o`er Bah ° m illy -li11 �l x -------------�------------ 10 d' oo UNDISTURBED'OR IIII� - IlillEllll I1ilfl - ._._ a ,:. COMPACTED SUBGRADE „l 4 DEEP INFIELD IX =lull „ Illy NOTES NOTE: LEVEL AREA SURROUNDING RUBBER SEE SPECIFICATIONS Ilf� 12 GRAVEL SUB-BASE St i��v �► SHALL BE W' IN FRONT OF RUBBER, 18" TO 6"xB"x24" PITCHER'S RUBBER =1I11l PLACE AND COMPACT oQ p I -- 2 GRADE GRAVEL WITH 2 LAYERS 1} Ail PRESSURE TREATED TIMBI=R SHALL BE TRI.4TED TO .4 REFUSAL £ACH SIDE ac 22'� T0�R>AR, MAKING A TOTAL MAINTAIN CONSISTENT CLEAN 1 LEVEL AREA OF 5 X 2-i0" LEVEL AREA TURF EDGE ALONG ALL RADN _ IN 2 LAYERS p _I OF TERRA80ND FILTER FABRIC 2) TOP OF;.HOME PLATE & PITCHER'S PLATE SHALL BE SET AT FINISH GRADE AND BASEPATHS, TYPICAL ll�il llll it I r=I111 11I11 �> 11lll= UNDISTURBED OR f ` --I 1=I � UNDISTURBED OR 3) HOME PLATE AND PITCHER'S PLATE TO BE AS-SPECIFIED.(IIJ=III�I=I III IIIIIIII{ Ill��-=lull COMPACTED SUBGRADE -=I+IIIl1lIIII�II COMPACTED SUBGRADE 4) PROVIDE ONE EXTRA HOMEPLATE'AND ONE EXTRA PITCHER'S RUBBER TO OWNER. Date: Sheet Number 9 Court Paving 1Q PlayArea Surfacin � � December 2fl, 2QO� g 11 IIomelPitcher s Plate Assembly 12 Pitchers Mound Section Scare: As Noted Not to Scale SP_12 Not to Scale SP-12 SP-12 Not to scare Not to scale Drawn By: SP-12 SP-12 YML Checked By: PHW