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HomeMy WebLinkAbout0125 MAIN STREET (HYANNIS) - Health �a 5 cY�c�:ti� �-rLe�-- �.�b- l�t �� r �® tA. (�jai(�'. .n ' EE■ Il �v` t t`,! a 1645 Route 28 ♦P.O. Bob'441 CIATf.S '� Centerville, Massachusetts 02632 NEAR 2 6« (508) 790-28.82 co co 5 Town of Barnstable March 23, ,1990 Building Department Town Office Building Hyannis, MA. 02601 , ATTN: Mr. Joseph E. Bartell RE. • Site Plan Review -�No.. 13-90 '125 Main Street Hyannis, MA. Dear Mr. Bartell. This letter is in- response to the Site Plan Review findings for. the referenced project, dated March 12, 1990. Item -No. 1. The proposed number of tanks will be .three(3) with. a total capacity of 30,0001"gallons; Item No. 2. The number of pumps will be six (6). total. Item No. 3. Mr. Gatewood is being contacted by­ Schofield Bros. Inc. the engineering firm that prepared the delineation and his concerns regarding the wetlands. Item No. 4. The fill referred to was the excavated excess material when installing the existing fuel tanks. It was placed only as'a'matter .of disposal. This was done approximately fifteen (15) years ago and there was no Conservation Commission requirements at that time. This information was provided by the Owner, Marathon , Enterprises, Inc. Item No. 5. The proposed uses of the site will be a MINI MART building and Self Service Gasoline pump Islands. The related appurtenant facilities h i.e. air. oses, oil disposal storage tank, all are located and noted on the site development plan prepared by this firm .and submitted for site plan review. Consulting and design engineers ♦ Civil and structural Y -L- Item No. 6. Flows -will -be at 100 gpm and restricted' to potable and normal usage of ,thi` � type jacility.;" Approximate daily usuage 250'' gpd. Item No. 7. Four`'additional set of plans are attached hereto. Item No. 8. .There' are no`grease traps contemplated nor required. Item No. 9. The type of foods will be packaged units. only Item No. 10. All food sold will be packaged shelf'. type and devlivered daily, there is no storage other than the sale shelf. Item No. 11. Floor "plans were submitted previously to your Department, . prior to Site Plan .Review. _ Item No. 12. This"project only rehabilitates: ,thd� resent siteµ; and use; .there is NO increase in it' use. The number of delivery Pumps .remain'•the`,-same. The change is only in fuel storage .capacity and sale '. of. mini-mart item i.e. " - candy, soda pop,-, etc. Request that this traffic impact study be rescinded. Item No. 13. Construction of the observation test well will be put in place at start of construction. Item No. 14.. Maximizing the width of the driveway to twenty'-7 five (25) feet would conflict with the existing width set by the State when they established the curb cut. We, of course, will reduce to the . ' stated limit if instructed to do so. We trust we' have- answered the findings satisfactorily and we will be able. to apply for the necessary building permit in the immediate future. -3- We would appreciate your response to our Items 12&14 statements in order that we may proceed accordingly. Very truly yours, I ENGINEERING ASSOCIATES Henry Plimpton, Jr. Principal c.c. Michael D. Ford, Esq. P.O. Box 960 171 Main Street Hyannis, MA. 02601 Marathon Enterprises • 1 C_ Ezszauuo y \\ WK.. ovi TU2E i \ ,,X..3A5` 'N,/TENT PIPE. r/NOE2.ri / I l F-UgL TANK PIPE Nl MEADO NM L0- LI t GOIJOOMINlU -- vfA�r UPLAND AREA = 7.24 ,4CRES± \� a00 K}57 Z� WETLAND AREA = O.GO ACZES� 1; PUA� acoTOTAL AREA 7 84 ACRES 1F �_ m 1� 10 i �7B r2 / res3 \Wj 1m u \�AREA of fitL <� 11 �l s > 1 0 i Tus4 <c 11`l' re <�I \ { Site Plan _Review Meeting Notes ` 4 ' ,w ^ Apri1. 12, 1990 Pag r 3 e y f k tell' . Requested the 1 k = , " new plan the they a design Layout for traffic flow onthe ' channe'lize trafficoflowtonsstet (showing how they,Yore going to ` BarkY Su o ggested` they" use painted lines on the roads to the traffic and use the existing curb-cuts. channelize DaLuz Suggested they look at the 'topics with Mohammad and T. pies design' and get together couId. even,.make theseMchanges.arcello and Mr. Weller to see if they � ' parties agreed to meet on this outside of Review meeting thi's Site Plan Marcello '� Sugested ,they hire a traffic ffic engineer to represent hem. Are there any floor drains? t Barry No. Saad . Questioned what type of food service was being proposed. Ford Stated they would get with Tom to ether McKean g on BOH issues. DaLuz � Stated they will need a special permit from the ZBA. Ford Intends to make every effort to file with the ZBA whil is still in Site Plan Review. as soon as He wants to a th1s. possible. get on their. *agenda r 144 NOTES �•� N t°� r Site 'Plan. Review Meeting 'Mar'ch 8 ,Q Attending : Joe Bartell , Building ; Dale Saad , BOH; R'ob Gatewood, ConCom Tom Marcello , DPC• ; Glen Wilcox, C-O-MM Fire ; . Eric:. .Huhler; Hyannis. Fire, Glenn Coffin , Barnstable Fire ; Steve Wilson; Levy , Eldridge & Wagner, for SP-12-9'0; Bud Ente ; 'East Ba ''..L 'SP-12-90;. David Henchy, East Bay Lodge , SP-12-90. y• r w ` W� ._..... ----- yyyy qw * -SP 13 h J.-90 'Jo t ... Sousa , 1.25 14. Main S t . , 1lyannis Remodel ' Mobil: Bartell: .. Wants Co meet with the engineer{ in.Eo rmally , the cn fe', <'. f A let to r will be sent including the following comments , �4 What will the final ` Z;allonage .be ? See r application , storage tanks on the,P It looks like they ' re going to reduce 'tlie 'gal],onae�:ti' Tari ---- q How 'many pumps will there be? Gatewood Wants' r to walk the parcel with their . en 'inee , t on wetlands delineation . o. resolve issues �; �r. {I a9 r It seems that some 'filling has been done nrob,=,bly �oith� last five years , on the soutller. a. T, . n the wetlands (within 50 Y 1'L'CC .I ill Proximity to' the[�h,it �yue of 1i1.1 ;a s used? Tariq Lust all the proposed uses of the site ey� yIw° etc , ) ant. indicate Proposed c11r. hr'sh , mini mart; � y P location on', plr.ns . ,�,s�sti {• ` Saad R t eques 4 more sets of plans . Show location & size of type of food to be grease tra >s on nl<,ns . sold/served . tis how food is to be handled floor , prepared stored .plans . Marce 110 Traffic itnPrlct stud rt y ,'Obser vation tc sC wea t a. th aao toof loc:lted as direct}"ent ed'. Ta.riq Maximum width of each drivewc'i y should Ilpt exceed 25 ' , , t , V' 1 �t • rti ' AI ' r,° 1 s✓ a.' CCNTPOL Ir`. Il' (TYPICAL) �. - ------ - -- ---------- -- ��--------- -__------- ------ ---- ��• 1 1 1 I j)OO.0o-- ------_= --=—=— —~—x 11I I I 100.00 j I I I I ii j I 1 I I STORAGE I I ii I 5 1 I I I 3 I I .1100.00 I 100.00 -----------------AO i I 1 1 .DIA.PVC L•' I O I I TUBE FOR TANK 1 I I.•''.•' 1'IEi.� ' .•',.' .'' I Y STICK STORAGE I „I 99 92 100,00 100.00 xl II•',.•'.r;.•'� ��•�`.--------•-•-- _i III 1 p L, 99.92 99.92. CONCRETE •' FORESS'MUD SET'CERAM COT IL II I I' I 3 94 BARS (TYPICAL) i 1 I •'SALESROOM10, , of I f ml of A x z I`..' .•'�_;t_ _ .99.96'• .9'1:98 i 1• .'1 1.:,•'•.•' I!_,-,_I,•, t „ • '� 4'X6'WALK OFF MAT 199-9� (NORTHERN AREAS ONLY) 1; •1 � _. '._ �__'---�'- =• -�r -: _,_. - -- =� SEE NOTE 614 SHT 1 I' •'I'94�c.•- __ (. --- -.-/-. '�+-r•'.19'�J�A 99 96_ ,99.?E M •• 6'X6'WALK OFF MAT '';" '' ' I .' .'.' ''',.'. '•. ' `. .`.,'•. ..•'.' {, (SOUTHERN AREAS ONLY) I' SEE NOTE 014 SHT 11 99.94,' 1 I,•', {. . a 1• I:' : :1_",�•'" HOSE BIBS OOx �.•',. __1.•'' (SEE NOTE •7) I' NOTEt cl (( RECESS IN PLATFORM 15 - --- I_. H W- 1 S O N FOR 99.ee . SOUTHERN a S U N - AREAS ONLY ' II 0 L SLAB PLAN ' CONCRETE SLAB SCHEDULE j LOCUa MAP R-EF' CHAP.k 4/.) SFC. 8/X. , G.L -T CEP2T/FY THAT TH/5 PLAN WAS P2EP,q.2ED /N �COLIFOPe"ANCE WITH THE: RULES AND ,2FGUL AT/ON5 Of wo r 5 O�j z HE2EBY CERTIFY THAT.ME P,2OPEP-TY LINE'S SHOWN THE r2EG/STEA2S OF DEEDS EFFECTIVE J!�/VU.4)2r / 1974 F PorjO 1 gtiI i OAI THIS PLAN AeE THE LINES D/VIDIAIG EX/STING ' AWN p AP�/D AS 2EV/SEU TH,pDUGH ✓ANUA2Y /988. �• .� � 0WME,e,5;41PS AND THE LINES OF THE STe.EErS ALTO W AYS SHOWN APE THOSE OF PUBLIC OPe PrelV, 7-E DA E : �7E"G-� 7 � MAN � t 57 SETS OPe WAYS AL,2EADY ES7A,3L/SHED, AND THATf, NO NEW LINES FOP- DIVISION OF EX/STING OWNEeSHIPS / U Olt FOP NE 1W WAYS ARE SHOWN.+ r' PPOF 5/OIVAL L SUPV YDP DATE : Z�EG. .5; LOCUS �J P FESSION L�4/VD ,S�02VEY02 NOT TO SCALE ' 44z NOTES 1. O WNEP2 OF RECORD ✓. ,e. SOUSA � SONS, INC. D. B. 15ZG PG. 404 P e. 248 PG. 7 W 2. ZONING CLASSIFICAT1011/= 5 HB BUS/AIE 55 D/57P/CT 2 S DEIV / /S /CT +75• ^n N @0t� 0 C), !2g / TAL D TP T 9¢ 0 'eECO,eDA'fNB TO M!-IB (NOTEECOVERED) 3• TOWN OF BA2NSTA8LE ASSESS02S_ N -TgYOU _ __ 8 4.95'- SHEET 290 PAPPCEL /O/ N '� ASSS' 90=LA_ �` ��� .� STEEL cP�°'��Gea� BIT. colic. s�oFwAucC ��,.P. � � Af UC,,eAN F.�9 � TGod sloF'''�A� P GHA�� � ,. ••-S 88"20'37"E ti 99.o9-'•- FEPvCE p to4s-, A S- TSE EVEe -. .io °PeLjC WAr! _ ` ��o� cQ AB/ yyrDr , -C.o.P � °5 27���- ('1'/� a0 0- J _ J , �AssAeF-A v6rAN.C' _.�'' __4 3" Ottru � P $1t CdJc. Ea� a •0�� r '�� t SICEWAG• Q �� 0 /�'V� � ` t S,a, ssuv / Q 11P - y `, `M6 AOC �PoLE , PUMP 15GA GuA)eD P057� 15.47t 0,119 ( ti .o.� l p UNgepGeoulJD �� / SUE L TANS i ¢ do / -- I Ig S eVICS .I�`o_�. `g �� 5TAT10 VVIF L r a,,,K COvae(ryr �00 S i CDNC.g4SE W/VENT P/PES� ' r FUEL TANri N FILL PIPE \ N 1NG5 14A ST poN/ - M1EAD A411N1 UM N p S7 D \ 4 \ 1''IA / PCB• Z� UPLAND A eEA = 7. 04 ACRES f- � 6 BOOk 330p 3�7 ;.Z4 WETLAND AREA = O. GO AC2E5 4- \3 \ N W PLAN00 71 ,34 \ a TOTAL AREA = ACeES Z �t QI o \a m � Q !- ti � ? \ 0 W v J � N J � 1 � , �\ A\ I It pp J- 1C14 ppi 2oA� E 1v1UQ894 T NO 24ral 140 l L.c PLAN N o \ Lu 1= N p`P Q i cri �-!� 0 MA2 JQ�It ; Q Z� wti C3'' uANSON 3750 � �� 127 7- a v N,a \ ?�y 1�AS0 N \ h'`'.7 247 L 7�0 34 \ 1,rJll J 1,,ias�~' L G PLAN S y�P� Fk'A 1 XA1N L� M �98 203 D F'- 4 6 7 8 cit o1 a FEB • t -- — UTiLI T 7 FUSE 1t� },`. ti z G E � € COMCP-ETE 80U1 iD FOL)KfD ( aufm "` !N ! u% Lm LnJ� Cau�T 60u1.D ? aui�'r� 3 V > ' X" t �-- Z01.' P/PE FDUIJDo z s °'- ' o c"w 2 AS P2 EPApED FDe - - — .SEWE e MANHOLE :- �r,-- CL OM MANHOLE O - - . ELua ) ,. / 11 ,ET/ f G.) z. to E.O.P. V) .y CI -D 0 E -- -- EDGE OF PAVEMENT L e �O 3 ', y ' GRA"ITE CURB AND EDGE OF PAVEMENT ti o Cn o ;� O SEWE2 v s SCALE 1 /N.= 40 FT. DECEMBERS, ID89 -- CENTE2 LIAIE SEWER C v Drrc� w o = SCHOFIELD BROTHERS /NC. -— CENrE,e L 1AIE DI TCz4 ' BIT. COA/C. BITUMINOUS CO1VCeErE PEG/STE2ED PP',OFESSIONAL ENGINEEPS AND LAND SUeVE)'OPeS o` 20UTE GA - P. O, BOX /O/ 5T7: W/F ONE 57b,2r WOOD FQ,gME �- �,. i COhC.BASE CONCEETE BASE WITH VENT PIPES - � 02LEANS, MASS. 02�53 W/VENT PIPES 7 �» '�, (508) 055 - 2098 — —E-- OVE,2NE'AD ELECT,e/CAL SUPPL7' LINE FEET OVEPE'HEAD SUPPL j' LINE Yy - PESEARCH 8Y_DAS DRAFTED BY_ KGM a� . O 40 80 /20 I( fl MASSACHUSETTS HIGHWAY BOU>,ID FIELD CHIEF_•IV� CHECkEDBYJAC/JES COMPUTED BY_ TAC APPP�OVED BY_ JES - I COP),'PIGHT 1989 5CN0FIELD 8P 0T14EP2S, INC. 0- 7991 -- W N 5 -------------- � ~v — k - I 1 . Pto 30 tr 2116 O— CC __ .. . \ - E wFe- WEST T M.4 i/V S T,e7- �f ---- ��, -� �j� NOT G/ L c��,o >r1A�5. STATE 1V.4 HIGHWAY _ 2/A8L E W/4T/-/ BL/C WQ y rt / - -J SEk,�� SY,, CIO �0P aeAAI — _ Evarlo%J eEFE�e To N 6 vD /9Z9C-e I '\ `--- --------- ---- --- -- --- AS/D WgLK - __L', _ _-----T-_ ---� K/Lw�/--GE?'AN/T� CCU �' 6^ �yYa y� _'. OL'✓n! t '` ss�e ] _ ' OF 2EC0,2D �; NoGiN - - --- ---r.o.P- - --- ---- - ----- - - --- 3 , � � ---- - ------ ---- ----- - -- - _--^_------ __ �L 26� — _ J-2- SOUSA e, SOS/ B,M• -EL. S, INC. -36.73' \ 50 _ r - u s -- _ -�t4e-40 / `,, =;0OR 152G PG. 404 � 1J.E.CORAJER BOLT ' 'f!i `'- _ :_ _ -____ Q-4,[ dP`0 ,• �i ON 8ASE OF L./GNT \ / ¢� _ POLE ° 3 H/ Ncuee i LiN \��;' --_ cl� �. �0,Q1NG CLA-SIFICA710AJ • 1:45 PUMP / LAN Q r�I CJLy "� _. �j : a 17 t \ ' rCUR �,�.D/ESEC / / / �1•iµ�� / `_�"' � —'1\ \ - ;�y r-�_ _ __ __ 1._ '' •� ;`_ '-� ..i ��. .V I '. :� 1 i 1 C..�.l; }�.{ - c PUMPS / / J ` ---- 14 ` \ 71(� \`CF- Li MOBILE SEQVICE SLAT FLIEL TANK g /STY. W ' C0 FILL P/P2 I -ti O , �/� / / \ \ \ \� t.- i `.!•C ILc } a� ti i,, \ / /F sreucrueE _, TY�, I ' ¢ ; o P; `.. y w, �� ,/ ► i ►off J � \1,I ,� � \ \ � '�. ', •.,� � � 1 ' .� 1 i 10 / 1 I COVE � f ' CTYP. � n P O LE (A FU - 3 NIG ES a, l. �t PD qS i EL TANK yENT P/P 7� GvY �`V_ w/F/LLE,i=Pipe -- I t � 1� W I � I iIt \ i �B , I \ \ IiI g Me' Review; _ I I 4.7.8 Required Fr Far Si / \ ifln of all work, a letter (11, c'Mr1`F1:rcaf"I r'iJ b 7 Up according top b � Upon cl � and belie$ a._ rc�f�so��h:s s �' 1 kn�r�i c� V �1 Ifr i;7 nr �� Suic� ,�tm t i0 tia4' �'Ullilcii3l v , or, r"3 E� / I istcr� r3d ��r�roy Register- � En-ineer ar R'- r k 41'401ved, that all work 'has be�xteept / I the work roved S110 P1ara, I compliance with the apo Certifyco iaa�tQ. \ over or has desip" I I Commission 26 I [=DLAN OF LAND ti vAS FOR v � w SCALE : 2 /N. = 20 F1 SEPrEMBE,e lJ , 1989 i ZEGISTE,GED PWFEt:� ONAL- ENGINEERS AND LAND SUP-VEY0.e5 11,2-oU7-,E GA - PO. 80X /O/ O,CL ERNS , MASS. O 26 G3 ( _50a) 2-5S-2098 FEET - K_GM 2cSEA @CH BY _ __ D2AFTED 8Y O 20 -f0 W ----- ----- I FIELD CHIEF CHI=CKED 8)' COMPUTED BY `/'4 C APPQOVED 8Y S� - 94 ti - 0 - 7 I " V o E-AIST. SEIJS COnInIEG� IpIJ W E S-T -/A1Z. 1°IIL7TO A I IJ N51-ic- ,r„ TR1=ET - EX I�, Erl'f•R_Y_41 hII pE± ---. --.---_.._ ExIST. EnlTRY de' t'IIvE± �±- — ---- -I � -''_ TO 6E- MAIQ A1�D AS IS EXIST- GpA,JITF_ CIJRe, IIc78EMAINrAI►�Ef7 AS IS ----------------------------�-.-P.-.---�--- 3l� '` ------ ----- -- ------ -- -- -- - -- - --------- -------------- ------------------------_--------3-Z- --_--3--,--0---•27 3p �""- ------------- -------- - ---- --------- _- -- --•o-_--- ---- ------ __ '�ATER C:A C4IAY) TEL �IDEAL 51DEJAL; 34 p `' -- .O 3Co.0 `----- -- - ------ ---- FILBO _ LOLI LEVEL AREA LIG!{'� -� �.� L.L:LIGI�T _Q ( -4S° W�3` RAD,, L > i c L L. J \ C � � L.L.LIGI•4 � - 12 >=j. TLlrrJ �L$ Y -- ���� - �✓ L V J .� ) ,J .� l T 4GL� TrJlr! FIxTIJl2E ARC A LIGHT WI Pc'S �" CLJ LWERTS 24 I,C). / P21G� SIGN �� 34 O. 34.0 33.0 PER _8�(LAW 4=Z.5(5) I /' _ - ��� - rJ.G V•D. ' 5-H. EL. 3&-73 `-- o►J J.E. GOrt. BOLT 13ASew �o I I Ih15TALLA Io►J iJ, 3 (zAv LJ , FLATE. L 16�4T AlE p>~AIIJAGF_ S`�5• I ,-� i- /' 32- *- x 35 I j / co11CRETE ~\ x E.M. To 5E RELOCATED PRIOR C,� (y x ea 5G2 To 30 _ TO LAMP RF-HOVAL ) TAnIIL SLAB PER -...._ �� Cr7 CoxCv LC� ►al 4' ( Q I I O I I O I ,� � I � �-IF�r.>WALL "MOBIL" SPECS. _ �� CRATE @- a!1 I I I I I ( FLJE.L -TAnIK DE51GlJ DRAIr1AlE S`(5 IL , ` \ 1EL. 33.5 1 3Co _ " I I I -0 I I I B �TNE�s 32.5 C)CDxto LC\J3' I,.II4 mI > fl SEE 5ECT - A A I / 'OI I I I I I OF C, 5To►J�£� 30 . i U► I I I I QATE e I / f f f - - I o I I o I i o ww j-'IL MA LJ C31J LMP ISLAN JP5 / 4 \ i 31 U DER '''MC BIL`Pc�fCS. / I,JI ! ' 1 CPtJMPs BY6TO 5) 34.E _Z w 0 ' 4.0s- tt I T. / 34. f 5 8 L PL1M I LAhiT7 E I p I 1 W-33 x 113-G7 PUMP AREA (IM40ff PER Q � 3! "t~b$1 47 SPECS. \ Q I ' � �i N I• ' � ' � / / �/' 34_Z � C� +HERS) Ell LV HI 0 0 t;, IT.6, IrA57ALL FEI`ICa OR cEL PoCE. I . ✓ / ` II Scrz IJ11JG FE12 5-(-LALJ RElt�c >` to.. ` I 13LJFi e - I 4i J 12i. II�6.5 $11 0 E KI-I I S � l I I � �1�=T >✓L�n I I T Ff — Q - --- - ELE�.3S C? �� II 0 N 134 0 34.0 3 C� ' 34.C) I ' • fi� 24.0x40.Al I / 0 II u / N A G 5 BL o 11 v A I P TR 5F I Ll "( I 0 BY QT+leizs� II PEA Mor31L -4�� sc�leo 4v PVC II / I I SPE ,5 45 ELeofd p P E vA M►.iCeYo-(+I >rs> II 1 C�YoTi4Eres� WI ti- u b1F�AII.IAGE' i 4OCJI,J AREA I ` � tl zo Qw— Qt — 400W ARF a �I _ _ ItJS TALL cdRBWc, LIGlIT 32 0 II - -To coNTAlll Rt1n10Ff i v e iJ'TS 4 ScH E-v 40 p 30 3I .O �.,I� P�/C pIPE • C-AlJOPY VVA1*JAGE li 1 1 1 T. 30. no I � W� .STOQ — C2) 400h1 AREA LIG} 5 Z4tJE i-� B. i - - PER SY-LAW4-Z_5LS� _ ---- -- - - - -'1 --- -- -- -- - 1 I 1 I Zooe R E3: --- j t7 RA I rJ A G E SYS. 7_TT CZ) Co x Co S C B's To 4� CoXCo L C85 W14' 2Co 2_4 22 2A 18 I�0 14 o� 5TG'NE. 5fle ?LAW QF LAt.1r�I �Y scd0f.1ELo 1- LAtJ D � ''TapO GPAPt-IIG PLAN of LA t�D�� B`( I<v 18 SCHCf IELP 13I`0V1=Qs , IfJG foR ExIS-j-Ir.IG SIB cofJ�m 6- IJTILITY LAYOUT � I TEPLA �'] SCALE PY ; ,4-7,8 Required Procedures For Site Plan Review: r �� nt .Gl`11V� 4A Bayberry Square, 1645 Route 28 7) Upon sfrtaipleiie�n of all w©rEt, a letter of certification, upon . �r= u= Centerville, Massachusetts 02632 LEGEND knowledg;: and belief according to professional standards, shall be �� ,C� CIATES (508) 790-2882 front yard setback �� FT. subwalfl^. Io t`i,: Building Comm;ssionor or his designee by 8 o.0a existing elevation = proposed elevation side = Z RegiSt'e-ed Engineer or Registc�rf d land v'ur°o'�^,.ycC r s ap ro rjaf.a to consulting and design engineers - civil and structural tee ' ward involved, t'iat all wcr}c h,;s b;;cn dona substantially Iry — -- +-- = existing elevation rear compliance wi;li the a� roved 1 " a� r rP Site Plant, except that IIt3 Buildings �� � Lt t ` REVISIONS proposed elevation flood zone G Commissioner Or 7!!$ designee may certify compliance. ' ? Q'iA.R.p vy TOLERANCES S I�l / DRY Imo!AGE/PARKING �LA�.I = test hole water supply -rg,W14 11tt t / C'\'!L v,S ,EXCEPT AS N(A FD1 NO. DATE BY -O- = utility pole pq, fJ 125 i.tEsT MA_IQ sT. lan reference F.E.P.13. 248 P. DECIMAL JOSFEFl-I J. SOUSA zoning district H 5 Q j"oy, w. uidAl�E 2 H� Ati,I I.I IS MASS - fire hydrant 9 y" .r...;. FRACTIONAL = water service DRAWN BY SCALE u i Z /z1 /9� 3 P- ,1.r.�-_ I = ZO jOg*B�- I44- I ( t 4 CHK'D DATE � �,Z I �90 DRAWING:VO. ANGULAR — TRACED APP'D t S m io 0 n MAKEPEACE N I S;i class I B r( co►Jc EL.3Z.0 I Z GRATE ELEVAT►UIJS : - - �� C• 1 . F>2p ME EL. 31,0 p FI�JE T�Q i C•l--I SYS I = 33.5 \ �I;AT c r,Ll I L`T 1JP TO --- - 81 �.I-I.G.I. MANHOL>= �oA M : ' $1-DGK-�I� 2EQI D} � B�I L'j' L1 "(O GRAf�E EL.30.0: sLJ�5 o 11_ 13�I SAt�t� � 5 Y S II = 30.0 G'?A 0 E W I COI.I C. - w {�EnSTo�IE S~(S TI= 28-o \ '� rA C>k-T t,12 ED I nJ PLACE I Cl��C. �1 �• H ZO I_oAPIIJG�TYPICAL� w1o2TAf2EP N �LAC� 4 MIL POLY ovER 4��LA��1Z_ EL 29.0 p i N ZD LOADIr-1G CT`{P of 3/g11 PEASTCDt4F' (TYf) -, MFD1Lj1'I -j0 =1Z CLLt' , .) GRA�/EL SASE - - >. _ _ - cL F-AIJ coA>?5�:. -c©MPS.�r�i=:_✓ -�o �S 12"� C.M. EQUALIZATIO►J PI PECHS•zp) SET LEVEL (TYPICAL] , COA2SF_ SArI� =PIER "(" ,.E r�IJL <S ��GS si 11� . s AND W 171,4 - WA51HE n 1 1 i T 1-� AS Cry} =V a : I SLOPE (HItA.) - __. I,.J�I. �. SYS. JZ = 2.7_C'n STon15 �= C� D„ �iAS G11� ALL AROU40 -; L-C.5Z_rfR�- -wILI -T- IJ�/. � o �a�/C Y 4, 4, 4 4 Y E L 2-0.0 -_-- 3ZI �'I �1 �I EL. 1c)-0 tJ0 LuIATE2 i44" cam`. �-�' I� • a � �_n- - _. -- -- ------- T-(F 1 C - TY P I GAL PATE 1130190 E:X C-AN)ATOE: 0oRTHEP-q S 1000_ GAL_ P2ECAs LEACHING CATCH EASIIJ 1000 GAL. PEF-CAST LEAGHIIJG CATCH 6ASIO 08SE1ZVED 5y; J• HLJ►.1TEf2, f- T- HaVEC)t� <� AT, 0 E IQ PESIGN ADIr46 H-ZO EtJG1rAEEV_ : A.• PALIL SIHNIZL? of I-i L(DACI C -r-YPICAL ) EIJGIIJEERING ASSOC. TY 1 '-A -' PEQCOLATI01,J RATE : < 2 M f iIJ/ 10 Cry DRAINAGE SYS. -I < 1\) SOLID C_5 , ( I� LF_ACHII,JG clt, �12A I tJ AGE L / PIZOFILE DRAII,IAGE SYS- 111 �1_) SOLIP CIS, <2�) LEAC-HItJ6 GB SCALE : I/ = I n DrzAIIJAGE SY5.ZLT (a) SOLID ' 6A LEACIAI"C, CBS SCALE SITE DRAINAGE CALCULATIONS Use Rational Method :0 = ACI Q = Runoff in ft3/second A = Area in acres C = Runoff coefficient 0.90 I = Rainfall intensity = 5.5 inches/hour Drainage System I [0.142ac.(0.90)(5.5in/hr)(60sec/min)(7.48 gal s/fV)] : 0.90 gal s/fV/min = 350ft' leaching area required Use: (1 ) 6 ft x 6 ft solid catch basin w/CB trap (1 ) 6 ft x 6 ft leaching catch basin w/4 ft of shone all around Effective depth 5.0 ft capacity = 373.9 fta' Drainage System II [0.262 ac.(0.90)(5.5 in/hr)(60 sec/min)(7.48 gal s/fV)] : 0.90 gals/ftl/min = 647 ft' leaching area required Use: (1 ) 6 ft x 6 ft solid catch basin w/CB trap (2) 6 ft x 6 ft leaching catch basins w/4 ft of stone all around Effective depth 5.0 ft capacity = 747.8 fe- Drainage System III [0.559ac.(0.90)(5.5 in/hr)(60 sec/min)(7.48 gal s/ft3)] = 0.90gals/ftz/min 1 ,380ft2 leaching area required Ilse: (2) 6 ft x 6 ft solid catch basins w/CB traps (4) 6 ft x 6 ft leaching catch basins w/4 ft of stone all around Effective depth 5.0 ft capacity = 1 ,495.6 ft= Note: The drainage calculations are made assuming all is pavement. The buffer area pertinent to the calculations is insignificant. PARKING CALCULATIONS Use: Self-service gasoline station with "mini-mart" retail store. Note: No service bays I. MINI-MART 4-7.8 Required Procedures For Site Plan Review: A. Floor area = 980 ftZ B. 980 ft2 ; 200 ftZ/space = 5 parking spaces 7) Upon rcrriplc'iln of all work, a letter of certification, made upon rnov I re -a n8 bcliJ according to professional ntardlard!s, lh II be II. SELF*SERVICE FUELLING AREA to 'E"o k� 'iding C: :- issioner or Ilis dosidgnee by a A { d r �Mecr or Regist,_.roc Land Slfvcyor, as 7ppropriato to A. (3) pump islands I y that p� q.it �kt-T Fi L?`f lac l c�.t all work i:i 'tS :7�'.'en dd"w'ra su�.2anfially in B. (3) parking spaces/island x 3 islands = 9 parking spaces required I a i:arch vriYj� th-e: approved Site Plan, except that the Building Corrtnra�sa�n:r or leis assignee may certify compliance. III. TOTAL SPACES REQUIRED = 14 (25 PROVIDED) SEWAGE FLOW CALCULATION 1. Per 310 CMR 15.02 (13) "Volume of Sanitary Sewage". sewage flow estimate for service station is 300 gals/day/island. S;PF ".`t;,k W dP � rt 1 1 7 If'4 4 4 2. Calculation: 3 islands x 300 gals/day/island = 900 gals/day EN(�A-4EERING 4A Bayberry Square, 1645 Route 28 ASSOCIATES Centerville, Massachusetts 02632 ASSOCIATContribution to Town of Barnstable Sewage Treatment Plant (� �T (508) 790-2882 ��.: N Is 900 gals/day ` �� consulting and design engineers - civil and structural ., AR s a 0�9 L CMG TOLERANCES REVISIONS v Cs, Cp,Lcs� ►Jo-rl=s q 1 ARD �+ ,EXCEPT AS NME',D) NO. UATF BY TAILS , .S E E. C �WIL H - �../24700 DECIMAL I J05EPH S. SOUSA- �'' �1s���'oti�� las WEST MAIQ ST. t�F` 2 HYA"IJ IS MASS. .CJAI t FRACTIONAL 3 DRAWN BY �•�.D. SCALE ©T�D C) 89 - 144 L l 'L 1 I g� 3 CHK'D DATE 4 Z 1 z 11 DRAWING NO. ANGULAR AWING WING 5 TRACED APP'D ` m 0 n MAKEPEACE 20GA SM SECTION] BY M8S C8X11.5 CONT ' BY MTL BLDG SUP'PLIEF' r 7 ARCHITECTURAL CEMENT PANEL TILE FLOOR �'EXPAN JOINT /- / I :r 1 (TYPICAL) 7 2'-0' 8'-0' 2'-0' 2'-0' 8'-0' 2'-0' T r 1 v ,\ 4 ------ - --`------------�---- ------- II = i� I : 'X10'X3' u r r •v o•v. v v � v o o "----" -- WELD PLATE BY GC TOP OF tp - -- -- - -- ------ ------ ------ --I�----- �- FOUNDAT' N } L I I ----- ... - --- ------------- - --- I , I �8_ " b+ 4 MIL VAPOR BARRIER N �. I OO.00 100.00 I I I v - I „ I �� �( -COMPACTED FILL _-. AFTER LEVELING& WELDING ,' UIA FOR FLOOR SLAB GROUT UNDER WELD PLATE - - ARE COMPLETE I i I i I BLOCK-OUT BLOCK-OUT FOR I i I• I - 2'THICK ExPANDEC) STORAGE I I 5 FOR WATER LINE ii SEWER LINE LINE OF 2 -%'DIA X 12'LG AS � POLYSTYRENE RIGIID I 3 I W/ MIN 3'PROJECTION & j• •, N w PERIMETER INSULAiTION I I I BUILDING (ABOVE) I I 4'THREADED o.TOP W/ 4" 4 w _j BY GC (IN NORTHE:RN 1100.00 I I ---- ---T�. 000 I I� � s � � � G U ------ -- Cr o AREAS ONLY! I I' 'DIA.PVC I F00TlNGN&TWEED PLATE T �x10 IOO.00J I u-1'S BLOCK OUT --------------------- I I i I TUBE FOR TANK i o ^ SEE NOTE 6 I LEVELING �; STICK' STORAGE I ' _ 2 05 BARS I TOP & Lj - I BOTTOM (IN SOUTHERN AREAS ONLY) LU I 4 05 BARS 2 TOP & w j,.•' z I p _ -• 2 BOTTOM (IN NORTHERN , 52' AREAS ONLY) •j. o x I ❑ z ; II i 1 i 99 9Z / 100.00 100.00 xl I i i I ❑o G I _� ,� ' 99.92, 99.92 I f',.'.',.•' ', '.•',I I 3/'DIA :•'';. .' ;,'; I RECESS CONCRETE FLOOR o I o SECTION "A-A " TYPICAL @ EXTERIOR WALL FOR MUD SET CERAMIC TIL i I I I I L• 1 I I I c o __._..__..... . C'.'.' ."." .- .( I 3 04 BARS ~ ❑ � 10' (TYPICAL) '- WELD PLATE DETAIL - - SCALEI 1'=1'-O' - FINISH TILE FLOOR i {'.•' .'',-',.-. SALESROOM ,'•,''..,.,, ;, ' •.• ' '. ' '.( ( "tU.' '0 a - (2)C 7X9.8 BY GC r Q A A I TOP OF FCj OOTING I� (;;,', ( of ml I 10'X 3•X 'WELD It I9..�. FURNISHED & INSTALLED ••. . fx . Ix ( xl....•I y-a 10'-7• 14' 10'-7, '-4 �. BY GC 1:,. l '( o 2 -%'DIA X 12'LG AS - rL FOOTING &WELD 12 •'',."f•' L•" I I.•''.( W/ MIN 3'PROJECTION & 4 4... 4'THREAOED o TOP W/ L,;•,•y. 1• .•',;_' '' .'••' ..• .•', ' '".%.•' ,•.•' '' ' '. '•''.''•' ''. .. ,••.••.••1 .'I,•''.r" I LEVELING NUT I,• -�- _ ._ !I '•� I )' FURNISHED & INSTALLED 2 I' l j' I. .'.I'''L•'�. i, I I BY GC Ii;•'f.• I 'r ,99.96 99:y6w'' I •'L - - - _ -. _.. . ._ � SECTION `B B" 'J 3 `� '' 4'X6'WALK OFF MAT I r I (NORTHERN AREAS ONLY) I..',•'l,. 999 9:96. ' 99:96__!99:9, I :f SEE NOTE •14 SHT •1 -- -- ---- ------- ---_ 1� I t jT i ••� � '�',: ', .-. ,.I',.•';••1 --- --- VARIES lx I x r x'•f.` I 7' SEE PLOT PLAN I . . 9�-3; 99.92-.�8592 6'X6'WALK OFF MAT 7" 24'-0'OUT TO OUT OF BUILDING 'EXPANSION JOINT I STOREFRONT (SOUTHERN AREAS ONLY) 25'-2'OUT TO OUT OF FOUNDATIONS CERAMIC TILE ON PLATFORM ERAMIC TILE IN SALESROOM fi - •''�' '•'••' .•'•.''•.•'•. •.,`•.'• - •-''.•�. (SOUTHERN AREAS ONLY) „!•� SEE NOTE •la sF(T •1 FOUNDATION & ANCHOR BOLT PLAN j FINISH FLOOR 99,96 99.96 II'' Uj i,. X l,. �' >~ 9'STEEL FORM (TYPICAL( I, 0 4 I' 3. 4 BARS `HOSE B18B 80. 'I' I AROUND PERIMETER f` (SEE NOTE "7) NOT Ea RECESS IN OF SLAB (TYP) 2-0,c7 rr -_--- I PLATFORM IS F x 99 fl8' '., I '' "�` SHOWN FOR 2 •5 BARS 1/,'.'' _ '_ ', ,• I ---_-_ I ',. ;,•'.•�' 99,88 SOUTHERN TOP AND BOTTOM MIN i I n AREAS ONLY �\ �� SECTION THRU PLATFORM SLAB SCALE! 1'-0' -- GENERAL NOTES: Z 99;88 Jf SINGLE-COMPONENT 2' 4'TO 3'-4 - - :.POUR FLOOR SLAB AFTER STEEL BUILDING STRUCTURE POLYURETHANE IS ERECTED AND REgUIREO ROUGH-IN WORK HAS SEALANT 'EXPANSION JOINT TSST E BEEN COMPLETED. .o. • ) CERAMIC TILE ON PLATFORM TS STOREFRONT 2.CONCRETE SLAB UNDER WALK-IN-COOLER TO BE LEVEL. ••� (SOUTHERN AREAS ONLY) CERAMIC TILE 3.WELDED WIRE MESH TO HAVE 30 INCH END :.� • o o FINISH FLOOR- IN SALESROOM OVERLAP AT PERIMETER OF CONCRETE SLAB. _ •,. _ _ z =x+ V: 4.ALL EXPANSION JOINTS SHALL BE 1j'WIDE ro o•�• I f %�,..r::'r .,•� t,•I•'ti,` SLAB PLAN CLOSED CELL SEMI-RIGID JOINT FILLER W/ Ip 'a'.:'•:;':;•. - - 3/4 'DEEP COMPONENT POLYURETHANE SEALANT 5.CONCRETE SLAB AROUND FLOOR DRAIN rfz'EXPANSION JOINT d AR 4 BARS TO BE SLOPED TO DRAIN. WITH COMPRESSIBLI' AROUND PERIMETER FILLER OF SLAB (TYP) ��.:'• . 6.00 NOT RECESS BUILDING PLATFORM IN NORTHERN AREAS. 2 95 BARS 7.LOCATE HOSE BIBS BOX UNDER FREE STANDING POS SIGN TYPICAL EXPANSION JOINT TOP AND BOTTOM WHEN BUILDING IS 15'-2'UNDER CANOPY AN NORTHERN SCALE: NONE LOCATIONS,HOSE BIBS BOX MAY BE MOUNTED IN WALK AT REA r2ECTION THRU SIDE STOREFRONT SLAB OF BLDG NEXT TO SVC BOX IF IT INTERFERE WITH CANOPY _ 3 SCALE: ('= 1'-0' EON. I 2 FOUNDATION NOTES: CONCRETE SLAB SCHEDULE TROWELED OR SAW CUT 2'-0'MAX (� CONTROL JOINT 6'MIN LOCATION THICKNESS MESH SIZE FINISH REMARKS 1.ANCHOR BOLTS AND WELD PLATES FURNISHED AND SALESROOM 4%z 6 x 6 l0/10 WWM SCRATCH !'RECESS FOR CERAMIC TILE SET' [N GROUT INSTALLED BY G.C. • o• 'EXPANSION JOINT FINISH FLOOR - cr 2.CONCRETE BLOCK MAY BE USED IN LIEU OF POURED CONCRETE I•• o o •�•� FINISH FLOOR 6 ��0 RESTROOM 4/2' 6 x 6 10/10 WWM SCRATCH (•RECESS FOR CERAMIC TILE SET IN GROUT FOUNDATION PER 40CAL FIELD ENGINEER. .. . • ' o iv 3 STORAGE 5%Z' 6 x 6 10/10 WWM -ROWEL APPLY CLEAR SEALER '''•a'•r' RECESS FOR 6'x6'x WALK-OFF MAT CENTERED 3.AREA OF FOUNDATION TO INCREASE IF SOIL BEARING • 4 BARS 5'SOUTHERN MEDIUM I �� IS LESS THAN 2000 LSS/SF. •��• o AROUND PERIMETER y..-�ti 1.• „�, ,, PLATFORM 6 x 6 10/10 WWM ON STOREFRONT DOORS,1'RECESS FOR CERAMIC 6'NORTHERN (ROOM TILE SET IN GROUT (SOUTHERN AREAS ONLY)* 4.ORAWING FOR BIDDING PURPOSE ONLY-ACTUAL CONSTRUCTION OF SLAB ITYP) (NORTHERN) APPLY MASTER BUILDERS COLORCRON FRENCH GREY SET WILL BE SUPPLIED BY METAL BUILDING SUPPLIER WITH T''•, q�, t� AND FOUNDATION 11, 4.� $ '�.eq�a�re�3 '�':rVLe'L71�� II"�' �ft� IPf311 R�'18rM1'z INORTHERN AREAS ONLY) ANCHOR BOLT LOCATIONS SIZE BY LOCAL CODES/CONDITIONS. TYPICAL CONTROL JOINT I 2 •5 BARS 7, ��C1I� Ci�tlt;a �410tJ ,ak1 'VVOr�C, :latter' C@i't1IC2 'MD�l. TROWEL SCORE ON 3'CENTERS WITH I PER ( 2" '` : rf^SS��r1 � 6?��� , RAMP VARIES 6 x 6 10/:0 WWM JOINTS FCOT MAXIMUM SLOPE (APPLY CLEAR SEA'_ER 5.ANCHOR BOLTS &/4'xl0'x3'GALV.WELD PLATES TO BE SCALE: NONE 1 . TOP AND BOTTOM 't,., _„ and bo1lef accordkrl,,g ►to ,p 1 FOR SOUTHERN LOCATIONS) FURNISHED AND INSTALLED BY GC. GC TO SET IN APPLY MASTER BUILDERS COLORCRON FRENCH GREY PLACE AND LEVEL.AFTER LEVELING.TACK 3 SECTION THRU REAR CURB PROTECTOR (NORTHERN AREAS ONLY( WELD ANCHORS AND LEVELING NUTS 3 SCALE:�'• 1'-0' FLOOR SAFE PLAN '_ :debt TO WELD PLATE•PLATES SHALL BE SET SET PERFECTLY LEVEL Y •"T';:i.a Z $)] �1 �0) i3� 6u11d1rtg ftzrrt'T11tan 'C ':ar MIS SCALE:I,�, 1' 0' ! }✓ �' ' . \u 4 <: , ^OI�Tc�;r c�.r Rtigl���rti:rl �.La�l �(:Irve, ca'r,.as r � t� CURB 6' 6 x 6 10/10 WWM MEDIUM APPLY MASTER BUILDERS COLORCRON FRENCH GREY AND PROPERLY DRY PACKED PRIOR TO ARRIVAL OF BLDG. � I 'iy Z ' BROOM (NORTHERN AREAS ONLYII y 6.CONTRACTOR SHALL PROVIDE A 1'S� BLOCK OUT - ' ''i�4'� �)`I`/;3��/�q' ��Ia# all �:orl� .has bc,rJ `r9c.'ne su �tant It>� • SOUTHERN AREAS ARE THE FOLLOWING STATES: LINE FOUNDATION WALL FOR UTILITY/ SERVICE VARIES co pp WW- FLORIDA,CALIFORNIA, TEXAS & ARIZONA LINE ACCESS UNDER BUILDING FLOOR +• ., � SET %'ABOVE CERAMIC TILE MIN CERAMIC TILE CC�rP1,pllan'ce WIfI� t�e a rOVed `SI#�: :YI'831, excerpt It�t .the ;SUI HEIGHT OF BLOCK OUT TO BE 1N ACCORDANCE W/ 1'-0, ELEVATION 100.02 LOCAL UTILITY DEPTH CODES.CONTRACTOR TO REFER FINISH FLOOR COm�rIISSiCDTie! 41 hi3 designee may certify (carr!!_p1iartcQ TO PLUMBING PLAN & PLOT PLAN TO DETERMINE FINISH FLOOR FINISH FLOOR LOCATION OF BLOCK OUT IN FND WALL 3 " x:.'s,'°:'�' .{;•',•,.; ELEVATION 300.00 I FOUNDATION DEPTH SCHEDULE * o �; N SAFE GEOGR.LOCATION 'X'DEPTH N.Y.,ME,NH,VT,MA,RI,CONN,MN,WI SCI;LF-fOMPf.:^:ENT 6'CGNC.W/ 42' �. :.!'. ••!' •.!';•'' FOLYUHE MANE= SEALANT 6'x 6'x 10 NJ.PA,MI.IL ' 1'/�'OIA PVC TUBE X 15 FT LC •. �' R TANK STICK STRG, /10 W.W.F. MO.VA,MO 36' SOLOPE FOR DRAINAGE) FL,TX,WA,CA,AZ 24' r6 FLOOR SAFE INSTALLATION DETAIL L SCALE+ 2!- 1- - NOTE: � SECTION THRU SIDE' PLATFORM 3 _ _ p• 3 SCALE:li= 11-0' FOUNDATION DEPTH IS TO BE AS SHOWN CLO`_'FD CFLL S`r_MI-RIGID -= OR PER LOCAL CODE y _. ..._... _. PLA;;TIC 1U NT FILLER %Z'TYP.EXPANSION JTS. NO SCALE -_ SINGLE-COMPONENT TOP OF HIGH ISLAND RAISED END TYP.PRODUCT PIPING POLYURETHANE SEALANT OF ISLAND CERAM CTIRIOR WALL !BEANO h - -TYP,ELEC.CONDUITS CERAMIC TILE INISH FLOOR FORM 6'CONC.W/ eI<.,7t4 52 -'r'-- ---I- R A. �ZN Ff _ CONC 2. 2' CER �` ASfq� 0 TILE TILE 6 x 6'x 10 ' ' J iv '•x_x x-x•?X-x.�x-K-2,- ry PAUL e. 1 /10 W.W.F. Lj¢o0 t 1 l`_- a a ° - : .�. • MAT WALK-OFF. /i MAT WALK-OFF � ST SUIT R y FINISHED GRADE\` a AL • .. - a a y 2 :.'• c^ (ISLAND MAST) o 2 65 BARS EXPAN CLOSED CELL SEMI-RIGID t/�' e1' �� • "•'v.-t-� TOP AND BOTTOM JT r r S!QNAIL PLASTIC JOINT FILLER II II r: -1 I TYP EXPANSION Ts Z II II 4 TYPi� �L SECTION THRU INTERIOR SLAB NO SCALE z i' 0' 42'ANCHOR BOLT • TROWELED OR SAW CUT . w 3 SCALE. (4= t'-0' o STD.HOOK - 6' THREAD, - - - 2, • ••T:'.•', CONTROL JOINT m II ;•'�• II DOUBLE NUTTED BY G.C. KICKPLATE-BY CC KAWNEER •38-560 .�•� .��•.',',•• II • II TOT:.L:B PER FDN. METAL CURB FORM 1'INSULATED TEMPERED j. w •'''� BEYOND GLASS BY GC ALUMINUM THRESHOLD- ,� KAWNEER •69-139 BY GC II II TROWEL GROOVES CERAMIC TILE ON PLATFORM 6'x6'xh' WALK-OFF MAT a'x6'"I .v •5 VEI-T.EACH CORNER -OFF MAT c J L_ ON 3•CENTERS (SOUTHERN AREAS ONLY) WITH FRAME - FURNISHED BY WITH RAMELK FURNISHED BY a u' •' _iFS -\ �MOBIL INSTALLED BY GC MOBIL INSTALLED BY GC EXPANSION •< c :2'c.c' (SOUTHERN AREAS ONLY( (NORTHERN AREAS ONLY) � r TYP.CONTROL JTS. /z .- NO SCALE JOINT (TYP) FINISH FLOOR �t ELEVATION 100.00 'z I E- -CONTROL JOINTS " ..'.,• ir.lr ` ---- /'DEEP NOTES: GROUND +�• `uti.r' t SAWCUTS (TYP) . 1. CONTRACTOR TO /'I`• ) ) y j �(: t, EERING 5 R^•:`f•' ( �`" �s�,@r 4A Bayberry Square 164 MAINTAIN 3' 0' 1 '5 CONT IN EXPANSION JOINT , �s' • Route 28 MHD -' •'• ••• � FROM TOP OF FOOTING B x8 TE - • �- - TO THE TOP OF THE �" : , ' -- ^qA•}}}•��• Centerville, Massachusetts 02632 HIGHEST ISLAND FOR I i I 4'-0'x 8'-0' GRADE DIFFERENTIALS 6'CONC RAMP W/6/6 (� SECTION THRU BUILDING PILATFORM ,: (508 790-2882 p NOT EXCEEDING 1'-6' 1. 10/n Wt•)� '•',w SLOPE It12 3 �" 2'DIA PVC DRAIN � �� •: SCALE:-'• 1'-0' r COL 17'MN BETWEEN ANY ISLAND. Z FOR WALK OFF MAT COLUMN �<`rJo{'Y FaoTIrIG (SEE STEEL SUPPLIERS COI1SU1t1CIC� dlld design engineers - C1V11 dlld St1UCtUrdl I O I (TYP) CONSTRUCTION OWLS. TYPICAL CANOPY FOR EXACT ELEVATIONS) J I I FOOTING DETAIL 2. CONTRACTOR TO REFER I Ip I SEE.DETAIL 'C' TO STEEL SUPPLIER CONSTRUCTION TOLERANCES iit:1'IJt()I\'S r.acrrrnsr(nr:ul No. uaTi.: FOL�,0PATIDd. PLAT! Spec � � JAILS R\' J FOR DOUBLE DRAWINGS FOR ANOMQR - MHD ISLAND NO SCALE BOLT PLACEMENT. � _ _ St1B �'-hACT &5.0 FT F00H. ALL EL.ZVAT'ict► S" SH0Wrj FcT� L15G5 PLC�.J. DECIMAL I JoSePH soL1sA PLOT PLAN) F•1 nl. L001Z EL, 100.0 -- G5.0 I 125 W. HA I N ST � = EL. 36,o USGS FRACTIONAL HYp.►JNIS) MA• MHD 3 DRAWN BY SCALE �- co1.IC MAT - --- job-0 8c) 144 CHK'D DA'rE Z l Z 1 9Q - - AN'GDLAB '� DRAWING NO. -- F � 6'CONC.W/ 6'x 6'x I0/10 W.W.F, -� • TRACED gpp•p o I 5 MAKEPEACE 6' 2 O' 6' 8" 7'-7' 3' 11'-0' 8' w -----------_---------------- ----------------------------------------xl 00 t------ -- - --- -- — --- - - -- - - -- - -- ---- - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - -- t — X 4 AP -tee.68x I xt90:-66- z-}99�•Aoo ?�.`J2 Z9.00 1 29.00 I „ I 4 I i I I -5ToR-A6 I (v O ORLIt') FOR LJSEt� ILL _ I I p 1'•l2" b 1 In olL sTr��AGE - �I I Tn,6,5�4 I � ^ T1(P 1 ~ 00 Or_ - I I i Co UrIC. (3(�C4AID- MF_rJ DIIGJ✓ f N I 2 S.�iZ 2-9.00 I 28.92-13 I 8i I . .- .— � ��9.92 � . ? - -- - --- - - ------ - - - -- - - -x _.j —————-—-— — -- .-- - - - - - - - - - - - cr — — - - - - - — —- — - — - — - - - - I - cD (n U O IP cFRAMA Q = Z 70 7'-10' 11'-3" 17' 6' RADIUS I— o METAL FORM BY G.C. TYPICAL 3 U WHEN ABUTTING YARD PAVEMENT (TYP) 20'-3" 3'A . 8" 8'-4" 3' 9'-6' [6- 8' FOUNDATION PLAN SCALE: V2"=1-0" PKo�JIDE A PCnOF @ WANTE OIL DRJIA AQJE SLAB PLAN To IeEep odT �AI*1 s�lo>,J �a-� oT�1 SCALE: %2' = 1'-0' 4 0 •. v � q t • 0 0 ° , o O ARCHITECTURAL CEMENT PANELS TRASH ENCLOSURE DOORS & FRAME o a • —�\�� STORAGE ROOM DOORS & FRAME PAINT' COLOR #Q PAINT COLOR "© PANELS ARCHITPAINT #©CEMENT PAINT COLOR tt 3 ELEVATION INN0 .q �• / q r o v •• v /�"/ •• o v I O v•. O v 'o O• •v•, "o O - — ARCHITECTURAL CEMENT - PANELS PAINT COLOR r e•O O p 2' REVEAL PAINT ° TO MATCH COLORQ J ¢ - W _. °t• ° - e �'••° RIGHT SIDE ELEVATION - LEFT SID E ELEVATION ° o , s N o v o • AN FINISH FLOOR SCALE: " = 1'-0' SCALE: %Z" �•�+ ELEVATION .Zc)�-O± METAL CURB FORM. PAINT COLOR "� FRONT ELEVATION SCALE: %Z" = 1'-0" COLOR SCHEDULE GENERAL NOTES:_ ID COLOR COLOR MANUFACTURER CATEGORY/TYPE REMARKS I) BUILDING WITH ARCHITECTURAL GLOSS WHITE VALSPAR .0-W-9 M&F ENAMEL 0), G.C. CEMENT PF',NELS BY STEEL SUPPLIER. RAINCOAT HUE GULF STATES APPLY PRIME COAT BI_I OHE FLVIS 2) GENERAL CONTRACTOR RESPONSIBLE 0 TINTED CLOVE PAINT,INC. WITH RAINCOAT PRIME 20NO FOR FOUNDA+IiONS, SLAB, PAINTING, BIEGE (SUPPLIED BY NC131L) ?ND MOUNTING ELECTRICAL PANELS. BAHAMA BEIGE VALSPAR 20-F-3 M&F ENAMEL BY G.C. 3) FOUtJDATON TO BE COMPLETED OF STORAGE ROOM • G.C.TO PAINT ALL INTERIOR STRUCTURAL STEEL COLOR •� USING TWO POURS SEE DETAIL e & ELECTRICAL SERVICE 1 CONCRETE SLAB SCHEDULE LOCATION THICKNESS MESH SIZE FINISH REMARKS o STORAGE 6' 6X610/10 WWM TROWEL APPLY CLEAR SEALER BY D O GENETRASH LIGHT APPLYGENE CLEARBY RACTOR t O I o •• STRUCTURAL STEEL ENCLOSURE 6' 6X6 10/10 WWM BROOM GENERAL CONTRACTOR i o• I ,o • ' ARCHITECTURAL BY STEEL SUPPLIER PLATFORMS VARIES 6X6 10/10 WWM LIGHT APPLY CLEAR SEALER BY �I I CEMENT PANEL BROOM GENERAL CONTRACTOR 6f �TROdEL SCORE ON 3'CENTERS WITH!/'FER F00T II ___ _ _ ARCHITECTURAL CEMENT Cr= RAMP VARIES 6xs Io/!o WWM I ' PANELS PAINT COLOR x O JOINTS MAX SLOPE APPLY CLEAR SEALER STRUCTURAL --'i I o • FOUNDATbN INSTALLATION 0 SERUENCE No.3z,as�a 6 � �.1'oF CISTE<`��4 I I ELECTRICAL SERVICE co 1.CONTRACTOR TO POUR A ` ssionAt EN O N ;� CONTINUOUS FOOTING 1 0 SLOPE% FINISHED SLAB BELOW FROST LINE AND I I9� 14' WIDE. TOP OF FOOTING II I TO BE 1'-6' BELOW THE N GRADE FINISHED SLAB. I • ,• ° 2.STEI:L' SUPPLIER TO SETT ' . 3 z_ BUILD NG ON FOUNDATION. ' VAR IL TOP( OF DISCONNECT �" o ~ z , Y .� '° a w J 3.CON' RACTOR TO POUR ' is Bayberry 4 1645 Route 28 1' BELOW ROOF � � �n - ?EMAI' ING FOOTING ,,��� � .p�, r� ,f, � ,� f�-1��� 4A Ba berr Square, �'` �g -y- Centerville, Massachusetts 02632 I y o o W:I ! c .AS AP , ._? THE r.` i ' l ! ac ` (508) 790-2882 La. .:.,ILOIP 3 IS SE �- •- ;.. - 1'-2" consulting and design engineers - civil and structural 4-,�7,88 Required Proce idures For Sae- Pfau: Review: TOLERANCE$ TYPICAL FOOTING SECTION ] �' completion of all work, a fetter of certificafon, ma'd'e T>zAs{� /SToRAG� FACILI � 1'-.kn&,J-_ ,90 and 6elllef according to professional standards, shall 6� txcLrrAsnrn'rui No, I. E, �� TY LAt•I REAR ELEVATION .SCALE:NONE 1 subrsll'�d to t►ze Building Commissioner or his designee ley,• ar': °E"�'A`" J OS E PH 50 LJSA d E ,.'ln .r or tie purveyor, as appropria#e tb SCALE: %" = 1'-0" 'Regat�rc Registered Land - - Iz5 W. MA1Q ST the ' rk involvA that all work has been done substa:lltaaffy� i�aa --_---- H YP.rJ rl 1 s MA, rRAcrIONAL DRAWN BY SCALE ��nce with tfhe approved Site Plan, except that the. B•�il"gt Z jC>5 89- 144 . - y CHWD DATE Z.( 1,90 DRAWING NO. • r. or. htis� designee- may certify, compliance:, ANGULAR � TRACED APP'm MAKEPEACE — GENERAL ivCTES /- LIPIWARD V-VENT 1, THE INSTALLING CONTRACTOR SHALL CERTIFY THAT DPW EMCO WHEATON A184-003 THE LIST SYSTEM IS INSTALLED IN ACCORDANCE WITH % PART 280 OF TITLE 40 OF THE CODE _ SEE G[N. NOTE 7 SHEET 1 OF FEDERAL REGULATIOt.S FOR UNDERGROUND 0�� STORAGE SYSTEMS. JUNCTION BOX THE METHOD OF RELE::SE DETECTION IS TANV LINE TESTING , ENTIRE r±Ar TO BE POURED - --- - i ,. t 6'THICK r±IN1T-±Uv WITH GROUSE. HINDS •4 QFE, R 12 1NCHE3 ON GAUG.OR EQUAL WITH INVENTORY --- - - - IB COIJIti L_. _ _ - ----- - - ENTER EACH dAY I -� d !� , --T _ EDGE _ �"— ROOF CCJ RACT_'R WILL HE C,-IPLETE TANI, ar,D PIPING SYSTEM 2.OF FUR E SLAB NH EXTEND COVER LALV.90'ELL• C cc ITH ,,N PROVED T__T:riG DEVICE AFTER PAVING IS COMPLETE. I OFJFURTHESBEYOND E ON�OLE COVER -� '!i7 TAN'•: TEST SHA'-L �`:--PLY WITH PARAGRAPH 280,43 (C)ANC OR AS SHOWN C PLOT PLAN E Ll'.F TEST SHALL __r.PLY WITH PARAGRAPH 260.44 (B)OF 3.PEA GRAVEL BACKFILL TO ':!2LEX CONNECTOR °ART 28Li _iF TITLE 40 THE CODE OF FEDERAL P�dTEt4PAMPEBEFORE SLAB VIBRATORY + `� FLEX CONNECTOR ;LLAT1,_rJS FOR UNDE;-,RDUND STORAGE SYSTEMS. \ IS POURED N i \ 3'.2'REDUCER PAINT PIPES _---- P - :_, r _LOT �� .., _ ^ 13 p (fq THREADED ADAPTER LJCATION AND SIZE OF TO MATCH BLOC• 6 BLD. `MALL T, ND -c _r Er,r FOR TANKHOLD Co'«rI. 0 \--SUBMERSIBLE PUMP _ L .. _ C 1 '-r - _.r�, AFP�RD;ED GiIO•nc rJ-r I ) ) •. ,'I, -. - - °2 FOR -._ _ VAPDR RECOVERY 1 ! TA � DE IL C VENT N ARE TO � � - _i 2 E LINES — ` PLAN OF TURBINE MANHOLE BE ;TEFL FROM _ SWING JOINT CONNECTOR, UP aL L A �LI_A - L V tl 12 l3 14 15 t'3 I .3 '. .0 R L_r. CP•'SS OVER TANKS. OP - ENT PIPE. iu =_`A MINIMUM OF 5'AWAY FRCM V CHIt'tNEYS,VENTS,DUGRS r0 WINDOW OPENINGS. A 9. ALL PIPING SHALL BE :ROVED FIBERGLASS UNLESS OTHERWISE &rCRvarION � CONTRACTOR TIO FIELD DRILL SKIRT BELL ANO INSTALL 41 - '4.12'REBAR ^±aN ATED 8 r LOCAL CCGE. TO TIE BOX INTO CONCRETE MAT, 10. PRODUCT ArD 'VENT Fir;:.; TO SLOPE TO TANK %a'PER FOOT MINIMUM. 11. DISTANCE EFTWEEN Tat., ar+D DISTANCE BETWEEN TYPICAL TANK L�aYOUT (lOM1 CROUSE BOX TANKS AtJO EDGE OF TAr,z HOLE TO BE 2'MINIMUM. CRIOUSE HINDS 13 /ZD 12. ALL MANHOLES SHOULD 3: RAISED I^ABOVE GRADE WITH �4' SMOOTH TRANSITION TO :!^PEDE WATER FLOW INTO BOX. 13. FLEX CONNECTORS ONLY AT STP AND DISPENSER. NOT TO BE USED FOR PIPE CROSSOVERS. m A/C PAVING cI 14. CONTRACTOR TO USE 6.':.SS PLATE TO TAG EACH TANK (E.G.TANK •1J - 6 I FIBERGLASS 15. 4•DROP TUBE TO BE CUT TO ENSURE 6-DISTANCE FROM TUBE BY TANK PEA GRAVEL C2 MANUFACTURER TANK DETECTION PLATE. \ 16 m TANK NOTES: nJ 2'O.D '�—PEA GRAVEL ? _T a . 'C:'S T,J,KC T, ';;: AT S,,:+E cL :l'ICN. JUNCTION BOX CROUSE �JUNCTION BOX CROUSE /--SEE DETAIL 'B' FIBERGLASS TANK MANIFOLD - SWING JOINT HINDS OR EOUAL-} -----_cEE DETAIL 'C' TANK VENT HINDS OR EQUAL- THIS PAGE 1F REQUIRED A/C PAVING THIS PAGE SEE DETAIL '0' FILL TUBE -SEE DETAIL 'A' 16 �'', 13 TH15 PAGE 2 -A/c PAVING SECTION 'CC' FROM VENT , , THI', PAGE --CONC.TANK SLAB 0 O� MANIFOLD je_�- WTURBINE MIANHOLECONDUIT TO LINE © APPROVED BACKFILL "A STAGE I LEAK DETECTOR -lA MATERIAL LIST 4'DIA,PVC/.020 FACTORY VAPOR TO PUMP-� MANIFO N0. PART MATERIAL INSTALLED SLOTS PECOVERY MCTOR RELAY IF REQ1i C1 FLEECE GALVC2 FLEx CONNECTOR ,:'E+1T' STEEL DISFE`JSER1\ \ EOPENING ANCHOR BOX-r GONoulr cSEE GENERAL NOTE INSTg3' I TO PANEL ? _.H`ET 1) SH AR/IMPACT SEE /./ 3 5,. VALVE OPV !0-R OR r !_PFEASURE EQUALIZATION FIBERGLA DETAIL THIS PAGE •V- S'E4R - - --EMCD WHEATON 460 E , , T, EMERGENCY SHUT-OFF II I I HOLE PIPE /=� MUST 6EE LEVEL II III I •.'E �, � ISLAND FROM -E_ / ' DISPENSER BOX 4' , , I I I STAGE ll VGPOR /j%' a `.117H TCF 0' • RETURN LINE �. THE :FL. SJ31tUC ION - FUSIBLE LINK I I it I I 1 i2i I c 5 6 7 1-1 II - iI 1 ll l2 13 l5 16 ' ;, UA METAL TITEFLEX SOIL SAFE 30' ':� pC1UATOR J I I i II i VB• • / IX.C24'aECTOR I I - ENSURE FEE'? CC'.nECTOR 1S O 0�O 0 " X - T AR }-- r' CONTAINED INS,DE ISOLATION Box - 4 2' SEELB t If I' DRILL 2-7/16'DIA. HOLES - SUBMERSIBLE IOC C,F�FIC I C110r: !- 4'DROP TUBE I I INSTALL BOTTOM ! - B° BOLTS WITH . io1 F rc,-r PUMP I I I S 1 2' V-VENT i VARIES rER 2-3/ T W I n0 a%'1 .7<•C{ILI�Eu p..c.-1 I `JUTS & LOCK WASHEfR; '� V DI rENsrr "o� I 6 U-BOLT TO BO WELL CAP CONC.PAD -JUNCTION BOX •1I, DISPENSER BOX °I`'_ J —�. T • 1'COT,W/SEAL (TYPICAL) CROUSE HINDS SUPPORT TYP•HOLE 70 TITEFLEX solLsaFE-30' n•:�' `•T• OFF FITTING GAUG.OR EQUAL BE FIELD CUT—/ {. FLEX CONNECTOR t ` 3' FOR FUTURE USE BRACKET "-Z'FIBERGL�cS FRnOUrT RICE '"` 1'/z'. 2a' \ -,r.rs�• :a' .'.��,r' r• s� :•_w:= '.r ter• -r- .;1.r.- T• ..�. .°�•�. n�.�.. 'r�:ti+:1r.;�.t^•:'.r. .. l2' LOOP CDT.FROM • _ '• r�•� 'r �', R.C.FTG, 10^ TANK TO TANK 1 / +�:.;-+.-•-y a.o�rr�'i•�.�' •r.`y�r�-:r�. •- -r.�:� -i�'..,��:_-.- - •�=:--. _ 2' U BOLTS-1�... - GRDMET (SUPPLIED j r WITH BOX a TUBE)— DETAIL G EMERGFf'_Y •HUT-OFF VALVE DETAIL �• 'v TYPICAL PRODUCT PIPING �' ISLAND V•APPROVED BACK FILL UNDER 3' '4 BARS 12'O.C.EA.WAY ALL SLABS TANK TO CONE_Si AR OR TO SOIL BED 1 -5 FULL LENGTH OF SLAB EA.ROW OF ANCHORS 3'PIPE I N SCALE, NONE HOOY ANCHORS L417EP REBAR SUPPORT CAP j TANK & PIPING SECTION A-A TANK VENT SEC 'X-X* • SEE TANK NOTE "1 GAUGE X CONC.FOOTING�` 4 x 2'-2' �1/4' T4K. 36'"36'MANHOLE—,-, DETAIL D ��•STEEL BRACKET :TFEL BAR PLAN OF TANK GAUGE MANHOLE SEt. DETAIL I' i KILT TO 3' PIDE i I I Z 2'-90' STEEL coNc.PAD ELS:THD ----�' FIBERGLASS (TYP) r i ! i 'JHPT. Z , SECT.'Y-Y' X I 1 PAINT I*WHITE MANHOLE COVER —; 4•SOH.40 SEAMLESS T .GALV.ST6.PIPE CAP 20 19 9AN0 ON CONCRETE S 0 / 5 AROUND OBSERVATION GALV,.STL.PIPE FOR FUTURE SANK GAUGE WELL—� \ UPWAP,D V-VENT OPW523 BLACK TRIANGLE SECTION 'DO' • °- � �� '-�•O p�-1 �— p ', a TANK .GAUGE MANHOL-E OR EMCO WHEATON A8a----- rl _�i• �_— I p° o p �� I.p ° • r ' , p ° o WHITE BACKGROUND Y 1 Y �� 4.7.8 Required Procedures For Site Plan Review: .* 1 OQ �' ! Q• p O rQ° 3" PIPE CAP nI 2' WIDE STEEL —, I I I of certification, 7) Upon completion of all work, a letter n� d� P®ti BRACKET 11 I J knowlr:dge and belief according to' professional saaridalads<• shall 6a EMCO WHEATON A721-001 2 OBSERVATION WELL MANHOLE 4' x 2'-2" xl�' BAR-� ' ; I _ I submitted to the Building Cf�I, I s;I> �"s• or I:is, deSlgn0o y a _ I Registered En irleer or Pe ist�Lr�d Lad (;,Irv€: c,�r as a, �+1"�pl?�11 t� 1•M1N 2'GALV. 2' GALV. VE'JT 2 'DENTS REOUIREC- (V -JEngineer g p,, E-a ALUMINUM Oi I ONLY WHERE 01= .:-1_ IS USED I I I e s)UbStal)li 11 t 11 I 01 the work invplved, that all vaor,� h?S 6 Even done DROP TUBE 3' G1 . RIFE SUPOR'( o pp 1 o EMCO WHEATON A720 OOl ( ���� I compliance wiih the a rov�d Site Plan, except that tiedre� LOCKING CAP AND COLLAR GRADE-�. N 4'TANK FLANGE /-?'GALV N!GPLE a•FIBERGLAS` PIPE Commissioner or his designee may certffj/ compliance. 2' '_IBER`-,LA PIPES ' 3'SWING ELBOW !� ' r-- - - - TFIBERGLASF BELL TO TANKS `�., � I l - 4'WELL SCREEN OR SLOTTED 3 GALV NIPPLE r I TOP OF TANK (.020)PVC EMBEDDED IN a MARE ADAPTER - 3'GALV UNION o RAVEL BACKFILL. DIAMETER O'FIBERGLASS PIPET REDUCER BUSHING TEE i J 4*DROP TUBE MAY VARY TO SUIT REDUCER BUSHING AEOUIPED 2' GALV. SWING JOINT- INSERT r,� GLOCAL REQUIREMENTS. `� I �I= r I •I _QV) DETAIL B LOCKING OBSERVATION WELL MANHOLE _—_ PLAN VIEW �y "I- ——w No SCALE 12' x 12' CONC. ;J is DEFLECTION PLATE I FOOTINGN OF �90 A. OF �r-c-. ``�s /SIMARD ���'`.+ �o 'tY.D yam` DETAIL A OBSERVATION WELL NOTES ELEVATION DETAIL FOR ; /1' CIVIL y UGTURAL 4' FILL & MANUAL CONNECTION FREE S�1 ANDING VENTS " 24700 No.32142 a ti W/DROP TUBE VAPOR RETURN HOCK-UP 1. (2)4'DIA.PVC SLOTTED WELL SCREENS rr^:',�— •o-' %TRACTOR �o•-- tMAX.SLOT .020')WILL BE INSTALLED AS fir'' IRE CAP ,' t SCALE' NONE �' 90 OTSTEQ' 'JC• -',AL"c REQUIRED BY LOCAL CODE. SLOTS WILL e'o'•� . FF`S'r�l E�6\� F"SSIONAL ENG EXTEND TO WITHIN 12'OF GRADE. '° j. 2. EXTEND MONITORING WELL A MINIMUM OF tj ° / 24'BELOW BOTTOM OF TANKS OR RECESSED IN CONCRETE SLAB SUMP. �� 3. LOCAL CODES MUST BE CONSULTED TO INSURE 4-GALV PIPE ADEQUACY OF SIZE.PLACEMENT AND NUMBER u OF WELLS. 3'FIPCRGLASS BELL -3'SWING ELBOW d MALE ADAPTER a•xvx3' 3'GAa.V UNIONS 3'FIBERGLASS PIPE FIBERGLASS EE RGLASS - g; ANCHOR BOLT f y3 '/4 X 2' STEEL BRACKET ¢ �. EXTRACTOR FITTING I �/ j EIVG ` EECZING 4A Bayberry Square, 1645 Route 28 3'GALV NIPPLE ' - ASSOCIATES Centerville, Massachusetts 02632 -'-DOUBLE TAPPED BUSHING I l 1 ` � SSOCIATES A5 REO'O I `. L✓ F--------- ------- (508) 790-2882 �. :_ consulting and design engineers - civil and structural ' �B' U-BOl_TS 3 3', F�, DE"�f AIL F TOLERANCES REVISIONS FLOAT VALVE VENT RISER EXCEVTAS.N(YTF.01 FLIE-LSTOQACF- TA1JV_ �ETAILS Specs-._ I� NO. U:\T F. BY J DECIMAL I JvsEPI-I SC)USA PLAN VIEW � BUILDING I� �• MaI�J sT- DETAIL E OVERFILL ASSEMBLY EXTRACTOR SCALE: NONE I 2 NYA�I►�J I S MA. FRACTIONAL ,1 NO SCALE . 3 DRAWN BY SCALE JcD3# 89 - 144 x CHWD DATE A DRAWING NO. ANGULAR 4 C T Y S TRACED APP'D S I -- m IA O t7 M.AKEPEACE - ------------------------ Jl L OC S-1 jY 2 No 7-4 3 _ 's C 1� , L. G _yam- �'-" ._ v l' .-- 7 1 - _ — •r ,i^r t _... - _ _ - - - . _—. — ' 7 -- - ✓ Z9 , 77 . Y r- jj _ w i� F , r ' 3a5c •�. i - J- --- - / _77 V _114 t S�' �'S �OQ.0 —7 j'e�C ' 'ANJ� A,2E L� o 4� � { L ' J l i Jy • C3� / 4 A J 1 ' I 1 t _ v t 1 1 s eicp. �U�,pl7' v AN i ,59` ��7. 4,740✓ Z 1 CQ l/ - Y J , �r l 71-1 NJ C, a .01 -- 5 — UT1LITr POLE LA,k:/D CoUeT 30 vti(ZD _��� � ! 8,�1.£'/N,5 TA 3 Lm E (1-/ rAN/V/S), WI S.S. I20N RIPE FDLIND � --- ,�c— _r� ��••rr��.w_ _�_^-� MAPATI- ON I Gea t_�. cot' Z 4 �19TE Cu,e a,v© o nr Pa�c,v> ir SCALE 1 ;,�1. = 40 T o c��f e i_9 c3 I �^+tt �����jj /I �y�-^� (��,�/ rr••3� //�� //�''+ j P�FE 5)0s' AL E)",iG �'_"2S AA,4 � LAND StJ2YL yG�'S c3lT CO,VC 5 T,/hfl;Vc�LJ; COS`-rFT � �sr>' ;�/� �, ' s;'��7' �i��� ,--�.•� ,.-..-L � eC>UTc 6.4 - P. O, 3%7X' 10/ } 0e,LEANS , M �S 0�C 53 COAL. SE r'�,VC BASE i,/;' V' P/r�f_S -, r Y 20 40 8V A r^ F;EL rJ C;zllE,= —1,- --..:�t—_-- :rf��-�t.�-!rl.StT7-S r•-l1GHr�^ c37.i•�.i�` � --- a _ O S1 J.�F I _ . `T� {,ra r•..a �T=` Y ,.T.� j { C1 �� L L1 T r - ! •-' `��,i 4-tj-� ,� .. ;C' ��"--...';> CO f"� _ �� - - - --- �-j", r?�'v. /��Y--- ='- I Akio , �=;:ram,' .� -_. -