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8717_SITE PLAN - 689 MAIN STREET.pdf<ll \ 7 ~ S\ \( P(Q()- (n ~s ~alC) S\{~\- July 19, 2013 Mayor Richard A. Cohen 36 Main Street Agawam, MA 01001 Dear Mayor Cohen: • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 o At its duly called meeting held on July 18,2012, the Agawam Planning Board voted to 1J1 approve the Site Plan entitled: "Phelps Elementary School: Proposed Driveway Loop" prepared by the Town. of Agawam Department of Public Works and dated July 18,2013 with the following conditions: all plantings are to be maintained annually; the gates are to be locked at the end of the school day; dead or diseased plants shall be replaced in a timely manner; and "No Parking/Standing" signs be installed and enforced. Sincerely, L~rtJ~K Travis P. Ward, Chairman Agawam Planning Board cc: Engineering Building Dept. File • Deborah Dachos From: Michelle Chase Sent: Thursday, July 18, 201311:34AM To: Deborah Dachos Subject: RE: Phelps School and V&F Ok thanks deb, I'll have Vladimir bring them over. Sincerely, MicheUe C. Chase, P.E. Town Engineer P: 413-821-0625 F: 413-821-0631 Agawam -Engineering Division 1000 Suffield Street Agawam, MA 01001 www.agawammaus rI!J Please consider the environment before printing this email From: Deborah Dachos Sent: Thursday, July 18,2013 11:04 AM To: Michelle Chase Subject: RE: Phelps School and V&F Page 1 of2 Thanks Michelle. Can you get me three copies of the revised plan for this evening's meeting? I don't see a need for you to be there. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786-0400, ext. 8738 planning@agawam.ma.us From: Michelle Chase Sent: Wednesday, July 17, 2013 5:02 PM To: Deborah Dachos; Pamela Kerr; travis ward (tward@devassociates.com) Cc: Vladimir Caceres Subject: Phelps School and V&F Deb, Pam and Travis, I just wanted to see if you need us at the Planning 80ard meeting tomorrow night. I spoke with Travis a minute ago and he said he would call to talk with you tomorrow as well. As you probably know, we met with Travis and the concerned abutter out at Phelps and came to the conclusion that a row of arborvitae would be sufficient to buffer the new driveway. The resident seemed to be pleased with this decision. I have attached a new plan that shows the row of arborvitae which will be planted 4-5 feet on center or as the supplier suggests to get a complete buffer similar tothat which is shown in the photo attached (after a few years of growth). I have also added the radii for the interior corners of the driveway and a note about the tree/root trimming. The entrance on School Street is slated for reconstruction as part of the School Street Bike Path project which is also 7119/2013 • • Page2of2 noted. We can send over stamped and signed copies tomorrow, please let me know how many you need. I also spoke with Travis regarding the V&F Auto memo. Basically, that should be able to be approved with the condition that they perform a perc test and spec out an adequately sized drywell (with stone and filter fabric) to accommodate drainage for the entire new lot area. I spoke with Frank of V&F and he said that he would provide this information and work with us. I told him that he didn't need to add it to the plan as that would delay the approval. I told him that it is important that the infiltrator be designed properly not only to prevent his own site from getting flooded, but also to ensure that he doesn't negatively impact the public right of way. We seem to be on the same page with that request. I've attached a few pdfs: one of the stormwater cales and incomplete detail he provided and a drywell detail of a typical setup that we are actually looking for (which will need to be sized for his site based on the perc test). let me know if you have any questions. Thanks! Sincerely, Michelle C. Chase, P.E. Town Engineer P: 413-821.0625 F: 413-821-0631 Agawam -Engineering Division 1000 Suffield S1ree1 Agawam. MA 01001 www.agawarn rna us rI2 Please consider the environment before printing this email 7/19/2013 • Memorandum To: Planning Board CC: Chief Robert Campbell From: Sergeant Richard Niles Date: 6/28/2013 Re: Site Plan -Phelps School • Comments were email ed to the Town Engineering Divis ion on or about June 18, 2013. As stated in that email, the drawing looks good. The length of the road should keep private vehicles off School Street. To encourage usage & compliance once the road is operational, po sting School Street for "No parking/standing" may give the Police Depal1ment some teeth to foster cooperation. Respectfully Submitted ~4· l\_ '\~ Sergeant Richard l\ iles Safety Officer Agawam Police Department Agawam Po lice Depal1ment RECEIVED JUl Q2 2013 AGAWAM PLANNING BOARD 1 Pamela Kerr • From: Richard Niles Sent: Tuesday, June 18, 2013 2:22 PM To: Pamela Kerr Subject: RE: Phelps School Driveway -Proposed Plan Hi Pam Page 1 of 1 Wouldn't it be more cost effective if the parents simply used the public transportation system thafs already in place ( i.e. the big yellow school buses) than to commit to road construction? We both know the answer to that question. The drawing looks good. The length of the road should keep private vehicles off School Street. To encourage usage & compliance, once the road is operational, posting School Street for "No parking/standing" may give the police department some teeth to foster cooperation From: Pamela Kerr Sent: Monday, June 17, 2013 9:08 AM To: Richard Niles; Alan Sirois; Joan Linnehan Cc: Deborah Dachos Subject: FW: Phelps School Driveway -Proposed Plan Please review and provide any comments you may have for the Board's June 20lh meeting. Pam From: Michelle Chase Sent: Friday, June 14, 2013 4:23 PM To: Deborah Dachos; Pamela Kerr Subject: Phelps School Driveway -Proposed Plan Deb, Pam, Here is a PDF of the proposed plan for the Phelps School Driveway. I gave 10 copies (and a Form D) to Inspection Services for them to distribute to the various departments. Please forward this pdf to the appropriate departments so they can get a head start on the review before the hard copy arrives. Early next week, I plan to visit the residents on School Street that are adjacent to the driveway to discuss the project and let them know about the planning board meeting on the 20th (which I plan to attend). let me know if you have any questions. Thanks. Sincerely, Michelle C. Chase, P.E. Town Engineer P: 413-821-0625 F: 413-821-0631 Agawam -Engineering Division 1000 Suffield Street Agawam, MA 01001 www·agawam.maus rJj Please consider the environment before printing this email 6/19/2013 • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 18,2013 DATE RECEIVED: June 17. 2013 DISTRIBUTION DATE: June 17. 2013 PLANNING BOARD MEETING DATE: June 20.2013 APPLICANT INFORMATION 1. Name of Business: Town of Agawam Address: 36 Main Street 2. Owner: Same Address: Telephone: Fax: 3. Engineer: Michelle Chase. Agawam Town Engineer Address: 1000 Suffield Street. Agawam Telephone: 821-0625 Fax: 821-0631 PlAN REVIEW Scale: 1" = 50' Date: June 14. 2013 Title Block (Street Address. Applicant's Name. Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a new drop-off and pick-up driveway at Phelps School. Site Plan Review Page 2 • • Description of Site: Proposed location of driveway is at the rear of the homes located at 45.53. 61, 67. and 79 School Street on land owned by the Town. The land is currently part of the Memorial Field (Little League Field). Provision for Traffic Flow: Proposed driveway is 12' wide and one-way as it runs behind the houses. A new paved two-way driveway will be provided on to School Street. It is approximately 22' wide and goes in a northerly direction for approximately 200'. Radii must be shown. Parking: No new parking is proposed. Drainage: Proposed use of a swale system. There is significant puddling on the westerly side of the existing driveway where it intersects with School Street. Public Utilities: N .A. Landscaping/Screening and Buffers: No buffer is provided. Due to the close proximity of the adjacent house lots. a landscaped buffer should be provided or the driveway should be moved further away from the homes. Especially during pick-up. cars will be idling within 10' of swimming pools and backyards. Sign Location: O.K. Exterior Lighting: Not provided Rendering or Elevations: N.A. Dumpster Location: N.A. Other Comments or Concerns: Who will be responsible for locking and unlocking the gate? Will the drive be used during sports events? 1 11!1.20 AC ... 13 " I '04 3 4 '30 11320 SF 11326SF 6 2 -20909 SF ! 2265' SF 5 :> ! ~, ! ! "-' 22151 SF " , ..... ..... , ... 14M 70 r '" 70 .... " .. .. ... , .... 'OH '04 .. ~ 6 5 :> 4 ~ :> :> i! i! 9 10454SF 10454 SF U 13 12 11 10 -10454 SF 10454SF 10-454SF 15682 SF 15SIS2SF • • '" .. .. ,. • n " 17 2 • 2 3 10545 Sf SF 10454SF 10454 SF 3 4 5 ~I ~ 21000 SF ~ ! 10454 Sf :I :> 20908 SF S! The information depicted on this map is for ® planning purposes only. It is not adequate for legal boundary definition, regulatory Phelps School Proposed interpretation, or parcel-level analyses. Driveway Loop 1 :1188 6/18/20132:46:38 PM 1"=99' The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory interpretation, or parcel-level analyses. Phelps School Proposed Driveway Loop 6/18/20132:45:33 PM 1 :1188 1"=99' • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Police Dept., Fire Dept., ADA Committee FROM: Planning Board 'V.'7-? SUBJECT: Site Plan -Phelps School. DATE: June 17,2013 Please review and comment on the attached Site Plan for a new driveway at Phelps School prior to the Board's June 20th meeting. Thank you. DSD:prk. • • TOWN OF AGAWAM, MASSACHUSETTS FORMD Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Inspection Services 1000 Suffield Street Agawam. MA 01001 4. Please give a brief description of the proposed project: -X f\ oak~ -\1:. Q II e.\i·'4~ ~-ffi,-'t Sc;.ue.c;. 01'\ S,-h.cul stl '"Th€.. T-Wt\ O~ A(o~~ \? t>\an(l~ +0 bt.t\\d,o. ne..W '\,\CW.A~P ~ daop-oW da.~~OO1. ~ W\\\c. L~~ ~\d eVt~ OYl S~\tocA CST -b l>he.\fS Sc.\.too \ . 7 / ~ .----G) ~ DO NOT ENTER ~PEDESTRIAN CROSSING --(2) DROP OFF & PICK UP ~t \ .. ~-- / / i I / , / l ___ ~ PROJECT NAME: ,------/ J----, . 8' ! / ! / , I--..... -J '-----...J PROPOSED DRIVEWAY SHEET NAME: DRIVEWAY LOCATION: BENJAMIN P~~LP;G;~~~EN~~RY 689 MAIN. • DATE: SCALE: SAVE NAME: 12/20(12 1" -40' PW 421 SHEET NO.: CHECKED BY: C 1 of 2 DRAWN BY: M.C. V.C. TOWN OF AGAWAM ENGINEERING DIVISION 1000 SUFFIELD STREET AGAWAM, MA 01001 / / / / / / I / , '-.. 5C COMMENTS: _______ _ ;. I .: '--. l' 24" t 4" CONC. POST CABLE r 28" •• 6' --".:::2 ...... .L r~.~· •. -6' ----{.~ ... g-. -- -112"f- CABLE FENCE N.T.S J , II .j / ! / / I / / / ! , -" -'\ , '. -'-... / / ! / / \.~ "~ / j C\iS 'f !~C i-t:·!~.CE , , ;ELJ . ' ..... It! '" , / ! i '--i -!. " . -; . "" ' .. ..•. , ... 4" SS40 POST T F 48' , i = r-;1 , .. " .. 42" .,' "1 ~. " FEI~CF , / I / ! II / "-/ / , ./ ; , i i I , , .......... ./ 100 -2~~ •• ~.~~O~~2~~10 ••• 41~~~~~~1 1" = 40' SCALE: HASTIE 17' BAR GAT~ N.T.S /"""'" I i (j (' -. 1..; / '-,-. -'-. 4" SS40 POST = I ) 36" .' L~.! -112" , ! • I ;'-I,' .•. ·_· .... D ,', ... L , _ .. "' .... _, -'---" . -") , ! ,)) 8' / I , , I ---.............. J ! / -. , " I ... ,-...... / , , , , / FlRiO STAnoM • NO.' STEE L CH JI.' l\i GA,T[ -". ", .... ) .... LOCUS SCALE: N. T.S . [XiST~~\~C; ~,:',D~';[ Or:- :,;R ,A \/E,. / / / / / / ... ! / I / ---. '" i , / / '-, ~-~~~-, :--- -----....... ------.... "----. '~ LEGEND' .----105 -_-EXISllNG CONTOURS ~ ------,PROPOSED GRADE HP 'DRAINAGE HIGH POINT LP . DRAINAGE LOW POINT C8 ._-_. EXISllNG CATCH BASIN STA 0+00 .------STA 1l0N OF 1lHE ROAD FENCE _ .... SEC1l0N A-A NOTES' 1. SILT FENCE IS TO BE INSTAIlLD IIEJUIE /tJf( LA.Joe 0IS1UR8IN0 AC11VAlES START AT TlE 00NS1Jt0CfI0N SITE -at-AS DflEC'lED IN tHE SlT£'S ERO!iI<»I AHD SEIlIWDlTA'IIDN PI..o\H. .1. INSPECT SILT FENCE 01 WEDCLY BASIS AND AFTER Eo\CH IWN AJj'rIlETERlORA'lED/DAWAGED SIlT fOfCI! NUST BE IIEPI..ACEI) IoIt6lIAlfl.Y. 3. RDotO\£ SILT FROW FENt% AS !oUDED -OR-IMtDI M !lLT HAS AtlaJMUI..AlED TO HALF 11.£ ORIGINAl. HElC»1T Of 1Mf ""'" 4.. 'MIEN ~ 1WO SECllCHS OF fEMC1, IlOL.L 1M[ BrIO ST.tJCES l'OI£THUt Sl.IOH nt.\T 1HERE IS NO CAP IN 'DIE FEH:t. ~ F9ICE 9EC'11ONS IS NOT AN AOCEPTASl£ ~~m< SILT FENCE N.T.S ------------- ........ / / .. _--- BEGIN PAVEMENT CONSTRUC1l0N \ T STA 0+00 / 105 104 103 102 101 100 99 98 0+00 0+50 -25 0 ~.- -2.5 0 i __ ._. 1+00 CR,\'PHIC SCALE HORI:'ONTAL: 1" = 50' 25 50 75 I ! 5 VERT CAL: 1" 5' " ! ,J / ""'-.. 1 ";" 1+50 100 10 2+00 . "'" , ! ! / -'" . "'" ...... , .. ,;. 2+50 3+00 s:~. -E NCL - 3+50 4+00 4+50 1 t HMA TOP COURSE 3" HMA BINDER FINISHED GRADE EXISTING GRADE --__ I \ \ \ \ ;' \ \ \ \ \ \ \ - ,."" .. "", 5+00 riFT. 4" GRAVEL BASE \ \ \ \ -. 8" GRAVEL SUBBASE 5+50 MINIMUM THICKN ESS f OR PAVEMEN T N.T.S. - , / . __ • ..tQo ....... --.J /' / > ~- "- "- 6+010 6+50 SLOPE VARIES LOJOM AND SEED AS NECESSARY /' I / PROJECT NAME: PROPOSED DRIVEWAY SHEET NAME: PROFILES AND GRADING LOCA1l0N: BENJAMIN PHELPS ELEMENTARY 689 MAIN ST. AGAWAM, MA DATE: SCALE: SAVE NAME: 12/20(12 1" = 50' DRAWN BY: CHECKED BY: SHEET NO.: --- - 7+00 V.C. M.C.C TOWN OF AGAWAM ENGINEERING DIVISION 1000 SUnlELD STREET AGAWAM, MA 01001 , .... '.-,. C ••• _ : •• ::'" ~,.'-'" .... END PA VEMEN T CONSTRUC1l0N AT STA 8+19 ~ - c.:> z F (f) X w 105 104 103 102 101 100 99 Cl w [iJ a. o '" a. 7 +50 8+19 TABLE 1. PROPOSED GRADES 0+00 104.00 4+50 102.00 0+50 103.50 5+00 101.25 HOO 103.25 5+50 100.50 1+50 103.30 6+00 99.75 2+00 103.35 6+50 99.50 2+50 103.40 7+00 99.40 3+00 103.45 7+50 99.95 3+50 103.50 8+00 101.00 4+00 102,75 8+19 101.00 PW 421 2 of 2 LEGEN D: T 24" ~ DO NOT ENTER" -----CD "PLACARD BELOW: "DURING PICK-UP AND DROP-OFF ONLY" <$>PEDESTRIAN CROSSING --@ SPEED BUMP AHEAD -------d) DROP OFF & PICK UP, ________ @ • IIIII III "ARROW DIRECTION VARIES BASED ON LOCATION ------STOP LINE ------CROSSWALK -----YIELD UNE _____ ROW OF ARBORVITAE (SEE NOTE #9) 4" SS40 POST 4" SS40 POST HASTIE 17' BAR GATE GyP.) N.T.S /4" CONC POST ..- +-: . , , '. ..~ .. ' .. 28" '. .. . -\ .:L. ~J../ .. _8-.. --6' ---I~~ ... ~ .... t---6' ----f,~~ .. :.' -+2"~-BOLLARD INSTALLATION & CABLE fXISni\C; \5" \j.e UF<AIN FENCE N.T.S ; I I 'I I I ! I I iii j I (iIF!1J VtRII·Y. ,ll.I'I}1 I /·tn , II ----'~. -II _______ i . '0'" ., -~ • ----. v_ '---. f I ~i'" ;:: 1.0% ---. '--.~ ai ·1 ~. >9982 '. <>o! \,0' ,~,.,,,., .. ,_,-.... ' ,- I i ! I I I \ I I I . (:io' .... ··..., IROSS SEC TjON C r--- I _., ••• __ .",0 _ ••• _ ...... ,---.. ---- \ l _ ... __ .. _ --.... ----\ ., .. \ -. I -..., / \~1 ! '. " .... --.-, ..... i i \ . _._.--- . "'--'-~---",---'--"-:::;:-" _ .. __ . __ .. _-_._._. __ ._--. _ .. _._._ .. _ ...... __ ... -_. __ .. _--_.-... :.- \, "'" .-"-" . \ , " ! i " STUDENT DROP OFF & FU~CF LAND N!F Sl ANtSLAV ANIS!MOV (DEED 11K. 17690 PG. 397) [-] lJ l_AND N/F KIM HAf-AY (DEED 8t<. 11339 PC. 132) · .. --1 -~ 1-.---_ .. _-\ 0+00 104.00 5+50 101~ 0+50 103.40 6+00 99.70 1+00 103.25 6+10 99.60 rlcl< UP LAND N/r GEHALD P. MC)NGEALi & DEBRA L.. MONGEAU (Oft D BK 91 _~a PC 54~) SCHOOL SI r-----l -l_~')~ ___ J--J "=-----------7 LANlJ N/~ DAV!D P. f.IC(;Uim &: Ci-1RISTY MCGUI~N (DEED 51'. i0515 PC;. )(.10) l. ____ -7~---'J 1_. ________ · __ j, AND I'>!,tr :::V A 1', ~JORII.1AN (DITD £11<. 1381 1 Pd. 26€) .-.' \ , " \ '-, 1 /1/ ' ""'I j \ "'-, / ( \ '" ------.----... ~-.--.--- \ I T .. -... ------.-. -.... --.. -.... · .. --.. --·-.... ----···-1 l" \ -. , '''J'' :::~--r - ._ .. _.______ _ ___ ._. __ . ________ ... __ ... __ .... _._ .. ____ .... ______ .. _____ . __ ..1 .. LcJ.. \ \ -. / ~ ------.---:-:==-=:=::::~~.:_ __ :-::::====_..:~::_=::-=_~.::::-=.:.~==:_-.J \ -7 '; ~ ____ _ .~ ·----.. ·-------·-·-------1 .... -_._-.-._' .. ' _._---.. __ ... _-_ .. _._-_._---.. _ .. _-----------_.-,,--.. _ .... _----._---_. ./ / i 1-r-:;'0 103.+0 6 -1 2.0 DO~~ 2+00 103.55 6+:;0 99.35 2+50 103.70 7+00 99.10 3 +00 103.85 7+10 99.04 3+50 104.00 7+20 98.95 --_ .. 4+00 103.50 7+50 99.85 4+50 103.00 8+00 100.90 5+00 102 .00 8+19 101.00 LOW POINT AT 1+00&7+20 HIGH POINT AT 3+50 GRAPHIC SCALE HORIZONTAL: VERTICAL: 1" :;...; 40' 1" ;:: 4' ,--_._---i -----------.. ---... ------------\ (J 40 00 t::::F.:::r:-.::=~1:::==_:_C:---.=i 'eo' /---_ ... _.-._------------_." ( I BEGIN PAVEMENT CONSTRUCTION END PAVEMENT 105 ~ AT STA 0+00 .. ____ .. ____________ .-_______ .--_______ , ______ • _____ :..:;O.:..TN-ri:.;i.:..·::...U:::~+.:..:.T\~N -'~ =-.-...,-~ ~::o.j 105 :~~ ~====~~~~~~~*;:~~~~~=~==:~~~~==~t~~::::=t:. =:;-~~=-~-~~~~~:$;;;;;:==t~~==---~ _._. ____ 1--_____ _____ .. __ . _______ :.~ ... -_-_-_-... -.. -.. -+~--------+------I--..J 104 102 ---r--~ ----XISTIN G 103 102 10 1 f--.----+--. __ -1-____ -\ _____ -1-____ + ____ -+ ____ -1-___ --+--------1-------==:=.:::I-=-----!-----"'-'------.+------.-j------+------:;;;~~ 101 100 1--_ . __ ~~-------. ----.. -----1-------+-----\------+-------1---.-~~----+--.----.-. _~:=_~P=R=O=PO=S=E~D=----------=~::=~='-.~~~;t;;-~;:::=t:~~==::±:::=-----=jtj ~ 100 99 ____________ ... __ +_. __ .. _. _____ . ______ +_· ________ 1 __ · __ ---+---------1---------------+~-.--.-----c----1----99 98\------~-------·-- ---+-----...... ----r--.. ----.. ---t-----t---.-+------+-----+-----+--~ . __ ._--_ .. _--1-------1-------1---------I-----+------+- --.. _ .. ---_ ... _-------... _-------_ .. _-_._----_ .. __ ._--- ~+OO 5+50 6+00 8+19 ______ .l. __________ __ 6+S0 7+50 7 +00 4+50 4+00 3+50 1+50 2+00 2+50 3+00 OH)O 0 +50 1+00 "'! .I , , 1 r HMA TOP COURSE 3" HillA BINDER 1 ~" liMA l OP CUUt<SE :sO HiAA BINDER moss sgGTlQN A. CROSS Sf'cDm R ,1 SCALE: N. r. S. -'----'" -.. --.--.~--.--.-,.-.. -.--.-." •.. ---" _ .... _ ... _. __ ._' •.... ,_ .... _-----_. __ ... ---_._-,_ ... __ .. _-,_ .. 1 r HMA TOP COURSE: .l~ HI.IA BINDER I ~. !-1M" TOP COURSE CROSS SEC'DON !) 3" H~" AlNClEN s'fI,'Xltt "'''0 ..------ ..... -r FOOTBAll. FIELD I . j I w _ 0 z 0 I 0-+ . F= r"--i ,e 99.40 ./ 'J'" .\ X · , I , \~ , ___ 1 FJI.I'I.J 1, .• 11 N 1" ~1r:1.f':; E LLHU, I AI<Y 1·-- STUIJENT DROP OFF .-..... _ ... -\ (-_. -,---,_._-----. - -\, ( .. -----------1 ( ... __ .. ---.. \ , '" < .... "'-."" --- SCHUOl ST. \ / , I ---1 -.•.... -.,~-... ,.--~-. -.. , r .-·-···· Lxi~;rlj\jc . t:DC[ 01· GRAVEl. \ I , PLAN VIE W SIGN S, SPEED BU MPS, PU\NTINCS AND PAVEMENT EXTEN TS i -I c ~t : SCALE: 1" = 50' Ii![f CB(E~. " / 1~==~~~~~~~~~~-~·~-=--~-~-=····~-7.··~··~~~~~~~~~~-~~~~~~~~~~~~~~~ NOTES: 1. CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES BEFORE EXCAVATING AND DRILLINGS. ALSO, CALL "OIG-SAFE" AT 1-888-344-7233 . .-' ,'ll 4·0 t ::,: :-::.:::.~:.::;:..::J ""'" I ~/ .. 2. SIGNS TO MEET ALL MUTCD STANDAROS WH EN APPLICABLE. SPEED BUMPS AND SIGNS TO BE IN STALLED BY DPW AFTER PAVING IS COMPLETE. 5. LOCATION & ELEVATIONS MAY VARY SLIGHTLY FROM PLAN S DUE TO FIELD CONDITIONS DURING CONSTRUCTION. 4. ALl_ STORMWATER RUNOFF TO BE DIRECTED AWAY FROM ABUTTIN G PROPERTIES. o. TREES OVERHANGING ONTO SCHOOL PROPERTY TO BE TRIMMED AND ROOTS TO BE REMOVED AS NEEDED ALONG PROPU, I Y LINE. 6. ER OSION AND SEDIMENT CONTROLS TO BE INSTALLED AS NECESSARY. 7. POSSIBLE FUTURE RAIN GARDEN/INFILTRATION SYSTEM TO BE INSTALLED WITH COMMUNITY INNOVATION CHALLENGE GR ANT OR TOWN FUNDING. 8. ROAD AND GRAVEL TO MEET CURRENT DPW STANDARDS FOR MATERIALS AND INSTALLATION. (SEE AGAWAM DPW STANDARD H--1 ). 9. ARBORVITAE TO BE PLANTED NEAR PROPERTY LINE AS SHOWN, EXACT LOCATION TO BE DETERMINED IN THE FIELD. PLANTINGS TO BE 4'-5' ON CENTER OR AS RECOMMENDED BY SUPPLJER . 1 :50! APPROVED BY r;:;"';~~;::\;:;-;-;;::'~--;::;FO~;;R~';P:.-::-L-:-:-AN~N;~:I-;-;N::Gl ~rp9..p_~~~~~tlf\rH~~ -'ate --Zf!'?-f; '3 __ . . , \ I' \ I / ) i \'\ / ( .... I \ \~-' /7 J') 'It" / "'-, d// . . 1\l~ V I ;, J Ii IV '-y// /I'~~ ... _ .... _ ... _--.. __ ._._ .... _ ............ __ ........ __ .. 1........ ...... . .... _ .. I I I I -------_._------------- 1 r HM" l et' COURSE .}-Ht.IA F.lINDER -E----.. .on£S 12"" .----~i.,..cH--a ' --- LlIH'I,!WJ lHKMuESS fOR pmJ'fNI EX. CATCH UI'.S!N 1- '--_______ N.r.S. ---------------.1 SITE PLAN FOR: PHELPS ELEM ENT AR Y SCH OOL: PROP OSED DRI VEW AY LOO P LOCATION: BENJAMIN PHELPS ELEMENTARY 689 MAIN ST" AGAWA M, MA 01001 DESCRIPTION: DRIVI:.WA Y LOOP BETWEEN PHELPS SCHOOL & LITTLE LEAGUE FIELD ON SCHOOL SIREET DATE: JU LY 18, 2013 DRAWN BY: VJC & MCC SCALE: VARIES CHECKED BY: MCC DPW PROJECT #: PW-429 SHEET: ----1 1 OF 1 TOWN OF AGAWA M DEPARTMENT OF PUBUC WORKS ENGIN EERING DIVI SION 1000 SUFFIELD STREET AGAWAM. MA 01001