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Home My WebLink AboutEXXON SANITARY SEWER (1984).A- » C�TR sb ANA LY S IS. FXXON col Ub.a 5' 9 A DSC / 16484 i,- CoV�-, - I (k+e-54 ed i+ior� CoIJ F)mL 4, : ` c�. i �� q Co �' . � �4 l 1 11 eYi+s 4 i- V py 4-Cf DFG- C:ll-� L.Ot-\DS DEA �--) - I D PSF L.I V � - 40 PS F Wt IID' - ? S Pi�F TA N e -4s 1. op P6 ti- rre C NA" Ll eat ITI�Oh JSI , - gta4)rar, arp, ru (5b�rt i C Q i11 �0 SeA O wed A 2�%Qi�� , ��-i-f11GK Sr�-eI---i�cec� 1nSul�ce0. Pd11Els Gti��[i� Po�c�St"��'eh2 Cn'r"c:, 20 1d, 5�ee1 -aces GecureA +b - mme. WA minimum c- 3 — 3K6n G+e-el �1Yzis, -i OF c011 ba4om � S, RO4 - 4" X 16' X 20 a, S- e-ed 40A IN rid par)s wig _/-8" pl�wooJ Je-ck �i 4 bw 1l- tt roo- , dI5$ ��d� ab'�Sck7}rj . OWEN 'BRANSFORD 38877 ty �y v a 44L. Y4 C1�y153 w I'+ Y- 80 W I Q-( W 14 -SD b l.jJo VV 14-,Y- � Qj w 14 x 22 Alk T- Y- P � a M ax imam span - I'- 4." W Tl_ = 40 Ps-� Ilse plrwooj C/A ex+, gIue, Y`/T�—= 2� P-4 6, META- DrECK il 411 B6f Co MP = , 4 / (h.3 Ib I 11 2U a �soT coMP � GTOF Comp, — , 84 In, 3 I-tof, comp {I Q to a VN Ti L- -- 1.3, (2S' A f mv PIA Rai . RF12 IRCI Rc 2 P Dl . R D2- - ... G Corse-vAivt�� d.ssurne no momerr� wach of sappor4s- �nal�� lor9es-i- SPah as s►'h�Pl�—S�p�or�e� darn, i, LLB bL WTL�= ,O�;') k�( W2o, = ,067 kW of IC'' wUf, pan Mmax= 4``_k(,00kIfYIad' — ItW4 , G rc9��,Q 2.� — , 87S in 3 S Q ll a w = , S �(J 11h s b Y- 1006 _ �� L �� QSSG(t�� s ist"acfory 6e�igVioi; r' l Ild Yv l-.—D J 0::� Ihr-y o,5 �Q 6� -for Wihct loQc(� -,020 klp j V, Widepan Mmax = "'aZ s(-,OX kiMI5,3125')2 =-,58�'-K Sr�d = S27K ? ,260 ►M Sam =, ,M7(4,6) =,14? I D�-FLEC`1'(ON mAY- - 3 g 2950a) � a►)ow - lgu = 1,02 1,L8 - I.OZ = assume is sa4's acho yI 0 a t� 0 J 6 J a c, RFAM w A �, 22 Z, l-L + DL- INTFRRIOR ��=2R,Oin3 ��-8,z0 �F� Val T L. = , OSo kS� (IZ' + IS, 3►2s� Z = , 68� kf-� IV(IS-7—VT I Z"/, :::: IqS , q ii-K Ful 1c 6acz� 2+ k. l 06 z M rn ax = 29�,9 "- ii, UPIL IFT (I,OWL-DL-) (R:- increus2�Q D� �% �or wind loaf) VVTG- _k(� M MAY = $ (-, 20�')(I6,g375') Nb o-i` compre.Ssioh Ao)6-e f 6 = , T3 000 ,1 S8,2O Mallow = q,60 (21) = 27,�- ��-K Mmox - 88r221" m�x aAdnv = ab = I) ISO " z �= , 220'' 09a ' 0 0 C ID iLL + DL R H WTL=�NOkl- (2-7, k-O -2L- =, 683 kw MM6,4 = V,68E kM(27A375.)z Wl/ _ ��%6 Fv114 6YaceJ compressirn, n 1�/l a►�ov = 24 (4z� _- I DO g """ � M mac = -7 9 q, l �'-� � UPLIFT. ( I,0 NL-- DL) (F! ihcreo� 14 y2) WTL = kl� , MmaX -240,f� -k No Lrdcinq of cmmpr-�ior-�lah�� a 000) Q p F.6 = 27,137-r(rIJ ,s4 M A) ,),n = S, � I (4z) ; ?7s; S -K T M maX - 240, 0 zZz, DF FLE CTIO N Q17jaS( 38 2`t000-9 2ql I, I' allow = lg = I,g6�' = Smax = �, �» OK FY-TEI'10F, �= E12 80 S �7.OIh3 �� =�, ss T ,9375 24, 25' 2�s� IS,ZS' 1,637.E Rs RKi Rrz %�4 KL2 RMi RMZ RNI RtA2. R6 L- + DL_ WTL =, 05a kc� (13, 62-0 = E41 kl-vo Mm1ax =I a (,341r)(24,ZS)� l2''1, - �Ob, 8 �►-� FV I�c� Compre,95' n i' lan9e FL M dhow = 22 (27) '' 594, d "- k R M ,i, UPLIFT (kO WL. - ill.....) (F® increaseA WTL = -,0 ks-� (13,6Zs�2 = -,1oz kIr II No t��acjhq sp Cotnpl-eS�IDn-�I�I�ge j` z o o ,) 4i _ 2g ks 12)7,ss Y• 3 , allow - -7,28 (2.7) = I�6, in � r -- --- —+— ., --r----f---I -L--- I ! + DL - -:-- WTL -- OSO ker�IS,312S' ' ►�-k - ' - - .---+ - Fwl1 Lj _ Lr�aaJ cahi �a�_-FIangG ,: ��_ F6 �60�� -_ 2q �1-k�ml� II-k O M>�<<Q:-' 7 lip I � , nn - - --- - - _ -- - ��-'bQ 6� 'fit-- J . - - - - - - _.- _ •y3 -' - - - t-E71 13��--=_[1`~k- -� - - S.[hl 4x_ 36 Z9 do •D -7.4 . - r i - - - - --------------- D 0 o h , � CIO x IS,E S = .13,5 i'n3 RT Ru 25' 2,a, 1s,o� 1Z,d' Rv i�w �x tlzI2,c)) 0) S,E12S' f RY R- RA R a >2� z,�LkDL br08 - Rw--,NOW(124IS312s-)z(V,U7S�!=9,76k , Rx-,383(1ost)2 =s,2�k �ssuh�e no momdr+c capacrty ��Iw&4, sapp, 9": . k 13,625' I,�is� n if-I� -RkU1 6mce-�, canpv-essia,-• 1:�� =,60FE = 22 ks( s)z=-03' Rx=-,IlsI 7-S )I2'% _ -2-4-,t3"-� Nd racing C. nr T>2ssior\I4lane 12000�i� 4/3 _ 10,0nI KSI is M,00w = I0,P 13,$) IS6,2-"-k Mmax=2,4,4"' OK 22z. D�F EC ON d>J u rnaX '- 3 2°IDO 7,4 ih [s 15�2- I.37S — , 0�-1 allow= Ise =1,00 Ew C 10 x 15,3 6 =13,5 in3 4/k RD RE F R H 13, 62.5' ►zrd' ►z, o' isr3l2s' nn IO.zs' 10,25p' 10,25' i�K l_ I �M RN R R P R6� R R DL S41(rg37g)2 l RF = r050k�24)2(27,97�- 5,38 Rc 75'� ks�(27,IZ�'�2(27,R�z - 9,54 Assume ho momet4— C-t pdc,4y Le�-wee-rl ,sup orfs, M mac FfulII brAce� comp onn22 ks Ma►lo,,� = 22(I�s� : 297, �,-r� > max= �b,O� n- 0 Zt,LJELIEI C LO Wi -DL) (i . IncmaGe� Lq V2) D = 10 2 048 k / RF - r 01y kSr -`�'- (g 38� _ -2 Fri : �Dl o i9s = 2 6� -1 IE �7-O � _7i+k M max Hc, 6yoc4ll Gam�ress(m. ��an�.e Fb = .I,�sao �a� ¢ice g�,s ks; , ,', R,, Mallow = ZZ(I��S`) 297,0 it-lo > M1m.tX = ��oZ n-� �� in, DEFLECTION t1 allow = ISo = �Z �m-"x U --2.\LiND LOAD ON WALL PANrELG W oo'krr +. Vie. - : - - � h1 1 ► � __ dl'Qpf, 3 22 1COLUM i + K y ' i 4 '? i \2 i 0!<T rt I ' I i , ,�5 1. kl. , 3—{ 5 z -- LInhij CAWltta[. �ba� - �Gt i AMU"_-_ I _1 _ SS SK-1K /4- 1 1 P, P - P�. - , 025(z ►zMTz rz'1>), -J0 l k, kJ - �-- - a-� � _--- r 2 Ft Allow T 9 17 1g_ 51Z8 ��]29.3f i ( I f^�-r= •® I i i 2991 -4, _A6 H N 0 A-T I ON de Rn asp 3cj w 1-77 -L. CLMAX.. 7 VT.. F 0 to 4- WIL k PoL 24, 00 Dj- noo g lrk�(Iz %I3.In')jrl 3 o 2lodg F-T S�61 o7k, I-K 60,0010 Pu f 1 n i TA *Is . I --- -- --- p4 I , i P6IY 1 i i -_1, - a its. a. - E' e, Corte c Alec I LTS'- 4t-l- �:_ _ U kP.l'11�m _ �.Y_ _ del n aY� l/�•,�^�^ e (/A�\ C� I�x% f k LL=Ail De�� .DES �� .o� ` a : • Wl HD { �Ae .- _ 1m �j/: II =Ak ir) PanzlS w i'-Ch. PbIc� S ��rei�2 core,. ct bQ -�om�` Roo - 4" x l �" x 20 �� 4e-cl AvA ,n rid d;e,--k ans v\jR -/a _.... wop c�eck. , 4 . 1. b ui 1 - u �: P '� P �1 P - - i e l I i� ` i CtI_ _ i _VV I + x— - _�- — - ► W14 xSO w14 22 ICa Y-Sb f { N G ; -PL: !sN I t { Ox imam 'Span = l `_- 4 �iV TL = 40 ,, f L� A lue- - - 24 6. NA 1i T/A.L--.. 'DECK p4�1S i 'A67 3 � n i f i z � i 1 j i { L I L" 1 - qq hh 1 I I - C . or�sewive� �r�y� /S.na q e, lan�e;�{ __sPah its si'mp1c -- MIDP04d L--am� i 1 ' i 1 }} . �%2 11 3 r ; i �,,� W�-'�� t: ih�Yedsec� % -for WIh0. loaj) � 1 V (C1— 5D�D0�-._wij_pan -€ Mmax = 8 __ g(-,020 kl A_r),3125`�2 = ;586!-k . ! /� - � • .2� ' 64 <i Itl,� -- # i - ------JAN 1-7 r ! �C Ci -I 1Y _ --- C- (- - - - - --- _ � �l0 A l4 ks-� i2�,_6g kip M 14,g37S')212"/i! = 2is,R'�iK !-Mai)ow 24(Z9�= 69� .aMmax, = 2��,q" �— E UEDrI (I,O WL..'-DL) wihj10ai) 1NTI- = [l,o(,o2s)=,0)0](27,�iz;�'� 2 - 715 klF f i M.mAX 205�(1;��7S�2I2"� ` N4 Lracih o-P c m�ressioh: 1. F Ma f i ow = R, 6 0 27,0 )'_K - , �allbw - lsb = IIS , 9max 220 _OK �W l4- Y� 80' S 421Q` ' I F 23 ' 10 2. Fu11� red cmp o ; � r' ¢ I M rAl1oW = 12 4Z O ' ►ii, UP L I F T (1,0 VqL- bQ :( F--.L �h pry L I y I wT�=f-,20S kI ' Mmax (Z7,9 '�z_IZ`% -2-fO 0 -k _Lrdck,r _ {�r ss�ar - [ah�� I Mduaw =�8,94(4Z) ;7SS�,-K Mmax "40,0 I I liz,.D- FLECT0N j I 1 290oc-7 GU 80` s= 27,03 �% 7,ss I cs�a' R:r RKi . RK2 ; Ru Roz MI RM2 RN► RN2 ; Pb WTI. —,z-6 k4�(I(zs-o2 _ ,S41 kl F: N �'CA carnpress(an FL'_)60FL �►►ow . �.2 (27� — �9�, b ai I- x T f M moot = ��, 8 _ O K -- I LIFT (1,0 WL — DL.) (F1, \N TL = -, 01s 64 (13, 6 2s) _ -,10 2 0: IVlYllax =� ;ID2�(2,2S�Z.12"1�q7 No i ra:cjh� a� Comp1-eSs►On I- Iahge ' I 413 /(allow = x -7,28 (2.-7� = l �6, ( _L L\NTL \Vf \Vi T LL + DL - -------► WT-L MM: OLX-' LL r,A=�j ct)MIF4�tdn- F6 29 7 UPLIF (I,OIVJL-t)L) �S,' -2- (L �k m4k-�:A "D - - - - - -------- - ----------------- J- �UR.._hJ _ - -- WAP Etu 1 Rv. Rw -- -- --I fix- ----- - - i - � I - a i ------ --. i _ - -- - i3,62�' i 2,D� � 12, O' f IS,�I2S��• t - �z, l-.L A7'DL I 4[ 0,6$.7s) T,288 k,- (12/412)2((6,I375'��-.,08k Rw=,QSO6� 214Is,812S)2(IU7S� 76 Rssun, no Moln6f1c capact7 �tW sctPPor�s, _ - l�-max -- -- -- --_ III . 6 ace con. 60� Il�I< I� _ �R,- = 8 s�� r-,08�k, ��= .Drks�:(1�,�2�'+12)(16,g7s' , s-)y- - I,� , fix=-,CIS-66,7E - ,97 A /�/ 3 2SS 375� >IZ��t ,�'3►1-k - - - - - - , 12 000 CO10, n I ' ' f MAIIoW =�1J,0� l I3,S) I b,211-k > M max . 4,4l!_K i C ION -3 0�� 11 � • Ur maX 0 s 2907:4 iti C3 I�� L,37s , O i - -- :--- --- _ _ -- - — _:__1_R _ _; _ R H n E R_____ F_ I i 13.625' IZ,d' IZ, Rz RM RN: __RQ- -Re- _ -RO, R R . RD-,3�-I(,R37S")2 :-`A , R5:=,Mks i,625��(27,g37s�z (27,7�`-= -- - RH Assume{ ho rri�r�e�� .ca:pAct�' ��"weeh ;sup�oi-fS, _ r .Full---.Y-A.�__ Olt Zt, I C I,D WL bL) (Fb IhcQ�ec ��) 048k,:_Rs--,.Ofy64(Z(20 .2.7,W-S7 2,68Sk__. RF=Cg,38��-,�/'H- ;IIS(IZ�97��Z -,7i�k - l MmaxDOZ�'-K I\�o �YG�GIhc{ � COYYPYeSS��h ��cin � i { c,11ow 2-2-(I3,t 297,0. Mmx - I dZ I ZZZ,D RELECTION =:180 i •• I� I iIIIIII�I�iI BS - - - -..-_ rl N-.'._ I II 7V �5�- - - ' t I I ' � '�.-� 1� �{ �K•�• j I � - I I =dXi I ks"sc - � ih Kj I' (Amyxj CAVY�- wvh : 248 sT ►z"� VA _. Fb 29, t►rK !� rr�r I I 62.��--.sue--4S,�2 - I i , I I : / -�- 8SA,9 21 : _ q 71. Llk*4- 1 � ? q I ' i Ij I ' I Ii � w _ - -- -- -- (� , -1y' A e _� 2 e d - ' ep m or I _.coCum-Fo�f(� I i --, - 710— vn�-- i I i - : oo ----- u = Q2- -k 45.L25'' 3,1877s'. = �O,0o'=-�- - -- Pj>J-- ------ Pc_._Frrl r k� ,1299 +�C�(,— _ 6 I i -- --- -w �3 k w� = , ok 03� _ I - �-- --- - _ ,6 0 O�1/4 , 2V 12-5 I I i , MST_ I I -I qo t (Z M 12 A t ►J A C. E L. C U L. A r i o tJ 5 cts¢r-k cs,n I oo L�cat- S+brm -4" r'o h -C a I I p z r- h oc.+T - lC-S(Zn } urllryipr'ov¢c� CCgr-oss %3r�.iShl e->ve.r1 4nca ovz 24.1 �¢(zt 4, 5 a 1 5 . Go min. 7 . 'a G. Ac.ras x c- X L G . a e>.T!-9 X s'oposca 1. — I m-prc vac( LA.)A 'l GO&OI nq. `Za�a� Sfore . � � r v i cc � o-c.� 13 u'� l cJ ► n cl cam®� y r ► v`z cock1 CSrass/Lgndscape A racts r¢rt ConSts�%►n� 0j; 2(Z44 s(p Ft. 'SQrutcCL boUl P.218 , c = .Ro 2v2� s�.t=f• Con op I e, = . q o 5(p Sy r 'J rrvwwa C t . q o oo e)l+c Crross t a►)dVCQpcd Aroa C , Bo I-Bo2- 59,Fr 6r4'sf+c Grass Ar¢a C. 3o -- l 3 oZ %p Fr i rc I38d$ SQFr. 0r�T mE r4� .. A ► � (Cow r►. .4�,Jer"cccx¢ C'.oet�' �Cv Co 8 ` PJ k4 2629 canopy rrj a 0.290 Ac. x = ,I o 2 C 30 Gran Aon6rcaerrK - dns►fc 1302 ` Cara-ss - oq'Psi+r- 245P5 0 ( o,asLac) . 2qo 34Go G ,�'S . - - 34x . ?a X c C rrS -- 34(- X. TO X tv c- S s . 2 .-7 7 _- - ====r L O�,Qr last P low ,4v j Slope 4.35 "?avaal -1 rivewoll - FIocr T{mQ = 4 rnM L - Ia cc? ll¢c�cd in 2'x3' -I rop tNle{-. 1-0/ 'Inff- Mon ho(¢. wtth 30" ` tom. tScF�c:rga �► . T-op o Graf a, In) Q+ 2-7 6, Inv¢rt 274.3 .TP 2.5'/. will hondte ;-p c•fS Qcq C . F r . 7. � 3 A iL z A CPD G = 1 O c PAVaV -DRIv9;wA`( 14 G. a 3 sQ . Fr- . C. GO v E'2 L A ra v F �. a .a t��. �� 7! rz t v e w A• Y 225 'SEE i 4veitA4E SLC,?E 5.Gs /O/ C> C J-5 - d,33S X,90 X to G �'S - o C°olfec,f-cc1 In w,6a. +rznch 8ro'gn w146 -}-0 Manhole W;ih 3o" R .C.P c I scharr.�a- T�->tp¢ Grn4q. +r-znr-V- ctraE-n Oa CO' -Lo,ua H i9 h and = 974.1i Low t2r?d = 274.4 �uR(3 I �Gun�4 -r-p 274.4 Tor 74 •q t 2" R •c P. IAA i 2 2 , C• min -slo?e rai. +o hancl O-GaS% R. GI' j P n 12 RSA 6,o®G Act 4 4 l -5-c? F r . 0 .1 0 ? A c ,dvcrac Q G o. aoc� o.ir3 X .moo x = O. 03 b.3c- + 0 .6 3 ED -DlzIQcW,&y C— .90 45,aASS/L, i,J DS C A PED AREA C-.50 0. 1 0 '] • 1 13 y .Gd Y = O. 57 0.q d —. 0,57 0. 3 3 GrovT/ La#ncJ ScaFFcf Ave-rCi,Gjc S4opc 2 0(o °/ 2 R7 Fer,-+ TI m 2 0 �' o ti..► t 1'n a» (, = 7 G•�s - 6.�13 X.33 x-7' ,4 t2 ec) a 3 Z491 scp Ft carnslie Area C T. SD I Z sq ogFst4c. Gravvecd A f ecL 3`f./ --sqFf. Cp. cowq 04 12 u-noV " C•- . 30 c. p� ¢ r I ari c) � I o w Gres s/ C.anci 5caPC4 AvGrac c Sto�12 z � .� D/. 11 rn c o rt o w = Q r-n *I n c. qs - d.oc(! x .3o X '7.7 C.IFs z O.-.o -s-v rn m A Y- `r Wo4e,r rupcq' PPescn�- �•�5 vs -Gk+m is ► rn F roQac� . �f'o�asa,c� C'o ncl 1$ t ern S C •�S � .z 3 See CaIS �or Area 9)C(1) .4/LkA � 2.-77 w 0. P. L. l0•23 loVail- I n Crzcvsc-c. rLIn o�� G •�� - .�4• qe S G TY os W(:@y 0, LW Wo. a FLn lAI l5 L/ L/ 0 GE STATIOO 0 �� CITY 0 �A OF COLLEGE STRTION WRTER/SEWER FRr",AM nO'i H NOV 1 4 1.qp4 DEPRRTMENT. .4 FA om .2.A.1.3J130S19 - MAJ9 - 13TAJ9 939A9 TIflIA95iA3JD I-H000I .00 Gravel ,I LIMAglockinp t. � } el -la v FAU ± dLA5 �rLANS�S _` I ITAFZY 56 W E 2 MANHOLE vet SLEN- 273.32 IME ELEV. 2G4.5-1 Cast Iron Frame and Cover For Manhole Shall Be Furnished and Installed by Contractor. Mortar Casing — -- 2" Grade Rings a 24"1 Dia For Adjustment - - _ -- ---- — To Finished Grade 48" Pia Concentric Q Manhole. Cone Depth Of Monhole Riser Variabio - .? t See Note) L> th = p I 1'o III Bottom Section Of I( -.Riser Pipe is Putt _ and Groove (See Note) D � � �l l - ' l` _ _ _ - _► _ ``C — Corcrete E3ase A 7 jff!f1 In Place ' { ter Mt]IIhOI� III 'p IIi r; a: II Un I In(li'Attr'I)� �I ;i!? i H (?t•tUfl; ;fit" 11 � 0�' r l i T L %,'!r ir.J)-it. ii i tier Pipe Furnished In Riser Pipe He.f Or r, !' as(' I r tl� ; (0 , �,4 of 6 F eet Has of To F(?r ►n l__1+" Wipe Out Inverts 4811 PRECAST CONCRETE MANHOLE CONCENTRIC CONE TONGUE a GROOVE JTS. �AM, SC0 Standord Heavy Manhole Ring and Cover No, 50 Or Appr(�ved Equal. I 2 Op(.nl,•cl To Be Replacer �1Hy Using 6 SK Mor tar 11 .`,nd Plored By Pry ' I Tcrm�:ir,g ' `�che�,ule 40 PVCPipe To Be Placed - In'vrediotely Before and _ ♦-- gravity Line In Immediately After Each Bell On Runoff Pipe Fitting And At End Install as Close Of Runoff. -- — o Wall as the Conformance Of c The Pipe WIII > Allow. a Q' ----16 (22-0) Bend .6':p;-Yp .d a• Schedule 40 PVC T tie Bend Grouted � Class c fl` - ••a•'•;p•A '� - `�c ;a° ��,�;`' A �` �' `;c In Place To Prevent 3000 lb. Concrete I Movement In Main Line. STANDARD DROP CONNECTION MANHOLE ,*ud Heod/Finished Head Concjgje Anchors McMaster Carr Diameter Bolt Part Nr. j'00,28A132 Or % ` O Approved Equal. �-- 3" Aluminum—ASTM Standard B 209 or 4 Approved Equal i o PIPE STRAPPING DETAIL NOTE : This Assembly Is Used For Connecting New Sanitary ;Newer Lateral Into Existing Manhole Greater Than 10 Feet In Depth. 0 SAMSCO Standard Heavy Manhole Ring and Cover No. 50 Or Approved Equal 11� + Mortar Coating 2 = r W III > III III III L!' III III a n'. a c� a III a b..sr4 . 41•'-'III�III STANDARD BRICK MANHOLE SAMSCO Standard Heavy Munhole Ring and Zover Na 50 Or Approvers Equal 1 i M1. ortor Coating,` Brick Munhole Steps AL w tr a lk ROOF OPTIONS ----Standard Manhole Frame Ex u Use Precast Concrete Grade Rings B Mortar 24" 1. Brick B Mortar As Required To Raise To Grade. , !p Q. 4. --Frome Is Cost In Concrete For 5'.8t fr Dia. M.H. 's See Transition Detail 3000 PSI Concrete Duolithic Pour STANDARD CAST -IN -PLACE MANHOLE -Maximum 18" Construction Seam Height Limit For Iriltial Pouring Of Concrere F Irma Well Urainhd Material CITY of COLLEGE S TA TION WATER DEPA) q TkfEN T MANHOLE - = III�III=III '77 A Min. d ��111=III=III Undisturbed Ground III 'a III Class C 18" Max. 2000 lb. Concrete - III 90° Bend III 7,4! 'III III=III III= —III=III=111— Class A 3000 lb. Concrete S TAN DAR D DROP CONNECTION MANHOLE SECTION A ErAILS LC �c U 4 4 TRANSITION DETAIL FOR 51 a 6' DIA. M.H.Is • 6" or 8" Standard C. I: Valve Cover and Frame Size To Correspond w/ Pipe Used SAMSCO Standard Heavy Manhole Ring and Cover No. 50 Or Approved Equal Ground Line Leave 1 2 "Min Clearances Between End of Pipe and Valve Cover SeatV. i 6" or 8" C.I. P Length �\1 > Variable �-- -' Gate Valve With .'olnt II! — End+ For r,�.J, or Slip l� — �- Joint. _ — I I I _ 5'-C1' Diameter Manhole Ijl _ ! Operating ,. Operating. Nut---__-__. Ili = 1= Ill /ll� Nut 2 Mortar w 0 0 0 J //�J1 Coating FE > Bypass Valve—p { O — O O Tomped Packf 111 --- �- O `� —_ Concrete Support Bi nck s— okill III=III�IlI=III 3000 P.S.I. Concrete � 11{=1(1 =III=III=11 ,. 5 \� O.C. - -- -- - - � -- --6;, " _l ----------- ---�1 9-0 X7'_ DROP CONNECTION 18" HORIZONTAL VALVE INSTALLATION b I Joint Cast Iron Pipe a ° MIII _ I I I III If1-11i �- � I I, '.•"v III -III = I I I _ d , o c' ^�`U-andea Adaptor �D P °' } A Cast Iron Pipe A ° co — a i a a I I I-F -- --Undisturbed E-ar th > j� 4 �\m 'il / U �.J.90 =Bend III�4,. p.. .'i,'4;r, •�(d.•'d'•'��''�C',•�1a�.:+, i•'�III IL City of College 6tation Water Department ��urteiraiice ��eet$ SCALE NO SCALE APPROVED BY DR4WN er TJ M DATE AUGUST 1982 BENNIE H. LUEDKE SHEET NO. MANHOLE DETAILS Y F 1- 2' - 10" - =nl�lll ,,,�lu,� �._•'�i-� �A^ �'�.•• _ 11=111=111 2000 P.S.I. Concrete „� ?gip 'D �. tt�---Samsco Standard Sewer Cleanout Root And Cover Or Equal Stopper Ditch Width 4" Min. $II Cleanout Stock May Omit 16 Curve Special 27" Wye 2000 P.S.I. Concrete ,1 C. '4 4 Q4; .a• 4 4. a SANITARY SEWER CLEANOUT If Not On Undisturbed Earth, Concrete Cushion Must Be Built Around Sewer Line. —Min. 3" Stopper 45° Bend •v Cleanout Stock al, r_� 2000 P.S.I. Concrete •a-. .tiA�,�..t ru END OF LINE CLEANOUT Cl rY of COLLEGE STAT/ON WATER DEPARTMENT SEWER L INE DE TA IL S GENERAL EMBEDMENT INFORMATION DETAIL Cu. Yd. Size Pipe Type of Pipe Bd. in Inches Cu. Yd. Concr Grav I 6" D. 1. 24" 8.0 5.0 8" " " 27 " 9.0 5.6 12" " " 30" 13.0 6.2 16It " " 36 " 17.0 75 LAYER DESCRIPTION I. Varies, Maximum Size Rocks, Clods, Lumps etc... Limited To 4" In Diameter. 2. Select Material, Excavated From Ditch, Which Is Free of Rocks, Lumps, Clods, or Debris Which Is Larger Than 2" In The Largest Dimension, Carefully Hand Placed and Compacted. 3. Crushed Stone or Pea Gravel For Gravel Cushion. 4. Concrete Encasement Should Be At Least 2000 p.s.i. 5. Crushed Stone For Ditch Stabilization. aJ O a0 O L If Not On Undisturbed Earth, } Concrete Cushion Must -Be o Around Sewer Line. (lln=// �=�1-11i Il(111=/ / �i_Ilic _=lllrir j''\�•% glsll/ Jr�//Irk K( - 4. `; • :' .4 3. 36 6Ai� 6 - I,I a a 4 . C . l�' dii nil, u�u = o o °'n o o 6 0 — I v _ 0 0 0 III— 5. �° °°c° °a Bd 9d. 111 pOp �ae�C� C e o III Bd. TYPE I TYPE 2 TYPE 3 TYPE 4 Granular Granular Embedment Concrete Unstable Ditch Embedment w/Gravel Cushion Embedment Embedment L 11� Brace To Hold Pipe In Place While Backfillin lir_rir��_�II Natural Ground �II_Ilr:lu�lt<� 0 r c 461_� 45° \:Zrop Prop 4"- 45° 4" Sanitary Sewer Service Line j Bend Undisturbed Ground, If Fill Is Necessary Concrete Encasement Is Required. r` y Proposed 8"- 4" Tee or Wye Proposed 8" Sanitary Sewer Main SERVICE LINE CONNECTION 8" Maximum m 4" Pipe—Lengfh Vari d'-45° Curve a 4" Tee 2000 PSI Concrete ��r �I�� •� ;III DROP CONNECTION -^Ilsl�l?II o&....__- 11 COT 198 ' RE 4 ��p COLLEGE srgrloN ENG' & PLAN ill 9t E�l A it AF 1807AA-8 504&�_ Geg r' 3ox�ar2 �c.oi.yl�� GDL, ��•JD G�� ` d M INT RAC.OM ►�. talc LZA4 s o �- row► Mpg o/ sP21,�.Dia2 1►0� I N �r.��• ,✓cO�tI1.�G G x *ei , IN !r;+A Li.. `D &f1C%& I— ITi \/'► %eL- —APO STZIPt 6Y G�'>{O►.1 6 I ;:)e .il< 402ZGE �rE7E25) '24 GSAr- ` `' / �Kall k I ♦J G4, � G,LLN. diJQmLi w iYQ �IRP� 2 -\ 2 w2 - �b m�r►'t. ..i I � t � Z � � r — R,f I I ( COL.��. — � — - -- -- -� 1 3'I -- .. - -- -- �coL -r- — ��i� 311 -- - cow 3'�o'B't�i — — t . ' Dt+Witty tWILJ Go1o, "K'S� � t ��L. -- II' �,N+I�Ja�G� Gnl.. GOv��s -- i" �ar•rlNa-�� x r.�• got, � �� h� I �` I m U � _ = 144 4 1 ( dog ..Le. - x LL (,4¢ m` 1 L� GANo�t' G k:Z � a �C c.. Iaf l L EN D �r f-oP ov ALI, FeVLLDJ iIF�CI.Ok, r{IdiHsii— �I ! a WAD C I 46D6i Aaff Q--r to S GONpUI•t'S I _ en * A$ & "WML Ilr 5 � � G � IZ�LGiK 3YbL V -� b Ito¢ M isG ``Ilk o i ;)zii `CIE AkD PI P ". iA _ E��'xIT�rtZ;.ny� II—g3ltE ,, i'�6�i �h i Inll �J All F�.A,�r�il ►.� -- — w u 1 �7 3 �3 eelg4A.- 4i1-'/ 4440 L.PEC.K FAh11�P nu �✓ 1JH I$E --- covG.R L-+Y p) GAI.IoP� rNCD d✓4'!— .diJGHO C GW V, Z W 14xs I _./// —_ - L .�, � I CbWN�rout--- I r L.INE N.T t;�ICE THRL C QCP--r d 1�.4� I1� 51Gf`1 a �'< I g 4d. C LEI. Goh•t?, 4NG�.0 Top d aolTn-j Z4 GAG�uu �LAbHI�C.-- a" 3''� 8GA aAlV AW6LA ou?¢�4GGR. r 02 AGGo¢DiuG to -Or/�� pU+ I I i IF , I3'Pvc -*T-- (pi— I'�41 � GAULK ' � !'� I•,4M I i.lA.'rE D k; 0 `YJ — Dow ►.Nr Fb u+ G>7l•�GtAI. cc) u xil,j ( `1 —HRu GANdP`t' S►C N 4� /�,�• v 4 loll or - I PP Al -i �e'E % Ge.G, '6kk..L rjwjlM-1 MPIL$ 1W614l.LXT0kj J- F-P ,02 �y�n 4rGG 4 's A'.+ t'02. Wr tzF, E' SCHEDULE OF ITEMS TO BE FURNISHED AND ERECTED G.C. - General Contractor B.S. - Building Supplier (Canopy) E - Exxon Furnished InstalFed' by by 1 - Canopy Foundation and Anchor Bolts G.C. G.C. 2 - Electrical: stub -up to 6'-0" above foundation at col. for signs, lights and intercom (req'd) G.C. G.C. 3 - Water and Air G.C. G.C. 4 - Primed All Structural Shapes (beams, channels 8 columns) and downspout B.S. B.S. 5 -- Intercom - Speakers, one for each island to G.C. connect at 6'-0" above foundation (in canopy light)l E. 6 - Canopy structure, deck, colirns, -utters, downspouts B.S. B.S. 7 -- Canopy colum signs and canopy/island lights E. G.C. 8 - Canopy Fascia Signs E. E. SPECIFICATIONS: BUILDING SU►PLIER A - Design Requirements - As specified by Exxon Company, U.S.A. LIVE LOAD BEAM SIZE FASCIA GAUGE STEEL DECK — � GAUGE 40 D.S.I. W 14m:22 20 20 B - Materials: Fascia to be laminated panels 1" thick prefinished Kynar SOO, Exxora grey color metal panels with 10 year finish warranty. Deck to be 20 gauge prefinished white steel pans with ZC year finish warranty. C - Painting: All structural steel beams, channels, angles other than gals. clips, metal stiffners, exposed above the roof deck system, shall be sand blasted clean of rust and given one coat of 2 MC chromate D - Erection: Per approved darwings Note: A current survey of site with pump island grade elevations, shall be submitted to building supplier. Minimum canopy clearance shall be set from lower edge of canopy fascia. GENERAL CONTRACTOR: A - Foundation: Concrete to be 3,000 pound test - ASTM Spec. G39 Note: If soil bearing capacity is less than 2,000 D.S.I., G.C. shall contact owner's representative prior to beginning foundation work. B - Electrical: Fascia signs, G.C. will wire lights, signs and extend these circuits to electrical panel. - All conduit and wiring shall be in accord with the National Electric Code, NFPA, and local codes. - Canopy electrical sign systems design for 120 volt, 2 wire, single phase service, also intercom speakers. All conduit shall be concealed. Electrical service conduit to eenopy shall be between column supports: Conduit shall be gals. rigid Type below V0" grade elev. Above 6'-00' foundation light weight metal conduit will be allowed. "BX" Greenfield or other NFPA/UL approved armored flexible conduit and fittings for short or difficult runs will be permitted above 4'-0" grade elevation, when approved by local codes. C. 6everat Caatractor to raipt all canopy st► Ktural steel members &bare the deck. - . ire brash aM spot prim at reilluired. provide one Prom coat Oimloet Won ►rimer b. 62-tr-001 one fiRtsb Coat Deel�oet lawn" /32i-1p4M7 Or approved equal. -.. �I O E-?QOKI GR xy-� I _ ►aHiT� 90RDEiL CCOWT, eY 090I.1 IWTF-Rkl&I_L'� ILWMirJ4TED Cd- oND 51 sl M ILAR D r pRNEy�', c�[A6IE IOC A Q r io EI,Bd. �/GRIES 5EE Now �G) N col.uMN MPD DrbPltJSEtZ E ** O N �' I C- 13-11r I N I rr. C,4Nl O PY E I`J D EL E `/ATI OLA-K ALUMN• WHITE DORDEiZ CX XVF1 KC V WHITII? L-ETTER1rJC; A LUG I`RAM>; jo I � a 2 0 'N AI.uMINUP'� ffzAM�� '14 Acey-LIGJ FRAM t: 1/12I1=2 2.OMT L ON CANoF� L-I �aNi Isy 5�'XxN REMOVE THIy C40VWFL 6AA& 115�-NP ol� S1GiW Fc(a AIZA 66 fio HOUu j+1Ny TEMPERED f4LA65 -0) x 2oW x 4q' PWRLA P Pe,�Ru. thcxoN 51GIJ t:XXOt`4 h1c�1.1. 41- 3'Il 4t -43bM EYE 9kvlt Fort L11<+1WL� SIGfJ ALWgY5 LIFt �+4N FROM tWo F&4+ CAN OPY t-161H T �I�q�el MP 41-11 i 6�oN 5t1fN Q -2 ��ii 2-9'�v 2 X 2alo1N x A►LIJM14, PM ELlEGi'RIc,AL co�lNliG`I'loti roI Pit *),; M AC,9Yuc mxxotl e-46fj �/B� 1�214MArtl ACAYWC, 6E6T10Q TH120 GAl OPsr LJ lHT .�'4o ALt1M. END 2X2!X3/)O ALUM. A►WQ_& Top or Mo 1W11111Gi r A.N6Lt= 'j L SSib AIDSO V 0 DAF E OK MPD ROMovE CovER PW7. AccE�Sb to ?'10UNtlh4 IoLt6 2 t �MN fACI< rl�Mo r 41- I N 4� t' orsK gFiADED AR GA. 16 %4',O DRAI IJ 4OL.E 3M INTFiA.COM LOCATE AS 611.S�Wco PUMP(HPD) (6 90-VID) 6HOW?J. IN6TALL6C) IN 1.448r, oY wokT MFI-. V6 THK Pxi5MATIc ACCE65 7o Mougf W4 WIR-ep aY y,G. Ar-tzYk-Ic AR1°► L.IeqH7 3�iI. II�N 4merp* 14- IW(5+6r1 orp6 7 E ON F or 7a >� N 3,4M WN(rC M12D[e �j �,+► STILT ENo v4N;1'-oI F_3__] } MOUQTlWl,, ORALKST 8Y GANoPY Nlf� Q S a x6')(W Col. 4"x3!x1/4L-21%LONG 6 061-s. (SET L'5Y --- I LAM COL At!-I(>414' H.H.061L+ FW SS p►iouNtIQ4 I046, '2 EACH I END oG si�� SuPPLa�D BY sle�J MP4. Q D P -J011 IV `r I IB6 D 1"AI L 62 ) G,A►1�1D PY L IG�-FT" 3X3 X J6 ¢eo�a.�AM414 PL�1.1 TIa►.-J GANOP'Y 616N Al- CORNE:2 PLA, t`1 �Ec; i OIJ AT 610W 4 ra�Cw 'lOP t3lalfbM 1 LAM ILL ESN a¢pl- P*lr As. SA 6" ACA%yLtG 6ibAl 1106LF.A.Z I i AX T t V_ 64eW �- - - - TbP FRAME of d ►��E� T 14V TWO 6141 TYPE6 W)N. 00 S' Self 11TIWZSP �1Avtt 41'SF.L. * ' oc "NLL seE ,SITTE PLAN foR I�L.AIUD Df51�NA'r{otJ cANoPY G 16sjtjCa dsrcrlot-! THRU CAt JOP`r gGPICW-4 OEICRI►T10N nwA0111WO w •PERK Tj SKAIURS TO LL INISTAILIEO WISIAIp IIGNTS - G.C. TO I'm Can A vim & RAa cam FLUSH 111111111111117 I LLK. SIIEA4 RS R.S LLOG. SUPRIER � II170 IIRMC011 _ . oo�wa�i NASTIER CO11TRal R.1, G.0 TO NM UP ILIC, CO-CT101N G C. To RAM CgWCT ION. MA VIA,N6 A CO MIT AS AIMM AMR ? TonRTM glow • OOIOI/T ?0 a - SMIIELli/ rIRIE 101 JACK1T (II ORIa JALaT CC. R.0 Gwpmw.C. To HIM COR[CT101, RANI tali • COb11T AS SIOIM A@W NOTES: COMMUNICATION EDlVIME7NT TO BE SOU D Ltd. SPTRODUCTS-ORDER DEPT. 3M CENTER 225-3N $�6E of 1'(pi'7 , 55144 ATTN ' MARLENE WLSON (612-733 - 8027 ) r—� <- MINg'1UM ►IZ MAX 411 FROM 012_ �r '4'y gADe't 9tE CW4*5._00'1 - I^, to on- I C' _ �. vlwz" 509 vt-6 8c l - IA, t l3 - IC' cV Z J'_C) L r 0 4` s CAt11.K '�P s IN LAM cnLUMN (� y � (?) exam X'n, is S. COL 0-- s.s. 3+4 MouNtl ►J G HoLEs 64) tHRU eoLT6 erc,G,, .Too C4Z*1Z PR16KArta. AGRYL IC, omt4w4 tiR I7b1RJIJ L� 5f4:T10N THRU 646J COL, EiJo cDiLU" J <-PI latiJ CG"vf7Ul1 r 6 e. x ti;I --- TO ►sJk n 5 3G�GL�D COI�G - f�,/��yy(,�,� C�tO�NTTz- �T1tACOM 09D. L 0I,4�0 D- 20 06 CIO so MWO. oft M�Auo .-ft-M COMMUNICATION WIRING DIAGRAM Ld 0 GENERAL CONTRACTOR YINSTALLATION NOTES 1 Signs & Lights, supplied by Exxon. Z 0 1. CANOPY FASCIA SIGN a. Complete installation including all electrical connections by G.C. Q b. The two canopy fascia signs shall be on the same circuit. This circuit to be dedicated to these signs only. _j Q c. Lift only by top attachment points, d. Sign must be installed during erection of the canopy to allow proper 12, application of canopy fascia panels by the canopy erector. 0 Z g — 2. CANOPY/ISLAND LIGHT a. Complete installation including all electrical connections by G.C. Z I� b. Each canopy/island light shall be on a separate circuit. o w Z c. Where this light is installed in,conjunction with Gilbarco MOD X 0 dispenser, the dispenser must be `locafe(fexactly_per drawings o w Z No. 807-1A,B or C. The MPD must be installed during canopy erection o — so that the canopy erector can determine the installation height of a Z the light mounting shelf angles. These angles are field welded at the O proper height by the canopy erector. H (� m — d. Remove bottom end cover plates prior to setting unit in place on Qcr (n column shelf angles. Level unit as required with shims placed between o the fixture and the shelf angle prior to tightening bolts. }� Q_ e. Lift only by top attachment points. X 0 f. Install gaskets provided with unit between light and canopy column. Z Z Q� z 3. COLUMN END SIGNS LLJ Q Z a. Complete installation including all electrical connections by G.C. O Q V U a w b. The two end signs associated with each island shall be on the same 0 circuit. Each pair of end signs shall be on a dedicated circuit. Z 0 00Z c. The end sign shall be installed after the canopy/island light is in w place. The bottom of the end sign shall be aligned horizontally with Cr I.- the bottom of the canopy/island light. Tolerance permitted equal zero ii: r inches (0") below canopy/island light to plus 1/2" above bottom of canopy/island light. DRAWN APPROVED 4. FIXTURE DETAILS. OCALE FIXTURE ELECTRICAL FACE AREA _!, 1�7 AMPS _ VOLTS Sq. Ft. DATE MICRO -FILM NO. Canopy Fascia Sign 5.4 120 38.8 Canopy/Island Light 12.5 120 ' 33.8 PROJECT NO. DRAWINO NO. Column End Siqn 1.6 120 6.2 806 1 AF 18074A-8 NOTE % ALL APrRoViD \4N..v1:eb .&215 w 1/4, Bil.ohl ?DP + i u61L-P.�GJ PA �2-00D► OF IsV,IJD tO -tOP GIB OOJ.t G v, - ab*# *ItlI LOS-4 601--t A6HINrrZ. rtor of 16"1'1 roUPR7Rt G FIIRRN�SHED W/A JC�L.i Q.G. ) bu Na LI; i u �G1dG, A r - - b I D�hPCIJ� BAgG I _�- Irix�IM -00. PRoAUI� !►JNL � _ wi � - - ELEv. I �SP!►.JSLR Jug+�.! II�' aPEl.�6 ---- -- FOR CONIJi 'Iol.lb /-,t 3 �� -- - - -- - - -- _ orLIG► -- � `a/4Gi7►.1D111rt (SNtCR,i Q°x3��x1/4 L.(ISI�l�) /4I •p GOIJD, m4+ -� dp -two H FR.op11C+ DUI,J. Di�Pt.►.16/.R. EF'I�DCD I' rdGH bIDL li�ll� 4Aly PIP>G � I � ry F0Q CUtl-r- R'_IL.oN I DIESEL HI-�1N� Illb DI��fJ�� Q45G SEG I UI�! GC G +s. 1 2� SH�1��2 ��L�/� Go►�J1�.1�-GTIOj.1 D�'1"�!L_ I I I I FRONT I 1 .. ' �� f7 C Vic•_ NCt'L % �Da II.+�-rAli- D +oPN:1J�R , ea,6i a '�uR�N4 �.RE1t. i.rOrr C 5?EJEI. �iSP�.£2 euc�r�. PDR TH�C MPD -G "''AY Blt �Utzcl-IA�GD HJ 1TH 6Hr-*Q VA1.vE A 40MPL3 T i U IJ i r, (FROM AMER. FAB. ENG., INC. 3970 RUNWAY RD. MEMPHIS, TENN. 38130I ,b7u&. WTI 4i.. 0 M ._ryP 1,/211 DISP. at base — P2EF,�B2IGAT�D 6UPPorzT �`►''ST EM Fob M P� -G �Fu >J 1514 ED Cam, C� �RPiGliOjt 04L'[5 r � , _1' N I CI1 10 r/1211 s 711� 19 j dAJ � N = L II�I� I 101 love II�I�/�iN L 21��It 4,o11 /4N 7WOUyNWI WITH SEALTOOFI IRE AN D PLUG r P2E'yAlL.11.1�1'Rb.�IG • 111.1.�1 M P_O•-- C A. BOLT PLAN Ic71�INCt PRODUCT L11.1E5 1 N _ - -___- M.+►.IIJ J UIJG1' IbN �X , M A.I� 2 i9 ---- 'AL1. Cof-�NrC1104 Hilt 5Eio JL I.-6'11Dt.J Tor � of N =- _ ISLAND -- EDGE OF MET l l ISLAND �ea•JDNa CfoP) w ISLAND FoatA^ J �tsP t3 HI�'"�7 4qP1Ax. 1s1.A.r1D Avg F GRADE -� - - - - - - - - - - - - - - - - - - - pR►vEWA(49AM o I II Z W a - - 6 DIA• GRAVEL i 0 O I B�6 01, N CORE ' N � 3/.4 AT R LINE I��gg� COP ER OR ALUM. ;TOP F ISLAND F R 0 N T `fu!`,E TO DRAIN - E3Y G. C �oT E : p SP 6 ti15GR FoU gyp. BA.Sf- I"W� is --_ . 1w6rTA►C�p c _ FREEZE CLIMATE � NON- FREEZE,JA .GECTiO�-A r� . P r� I I.J6-1 AIL_ L..47l ol.j 1*• A.- M R 4�- FTL.J E�> - UP �5 �w►L� eL.cctlzl�a,L. coNu�Gtlol.� �— MPD SEE ISLQ --3 PLAN �3�-II� - Nd� o MPS-G D1yPE{'�$F�Z,-x i ) r K117'� J�aF_>�T" I4 ISO M PI ('II��.2" DKP G1FdLA Tj014 Pi--Ajj FROM (iq per) N r P�l.d�llK. o. N fp* aF ott1At-1 o - 4"vE AbT I OF *0*01191 0 NOTE: GENERAL CoN?wwrox IS To 1",srRLL (Z) 3/fU CoIVDu/T 14kx Ca/_am m ICtAA r1le- 1NiRw 7 N& 4,,y11 57 Uv AT X/ Lo" A.BoYF 7�P CrA /SZA?l /,o cV i 7-/f JUNCTION Box. Oe-N Rl9L CONTRACTOR 15 7b 1A1S7AL1_ (Z) Y# CowDatr STu.L93-n:;, OP /AT Z4,O A$ov,&� TOP OF /544ND W/r# JaNcrIa#4 Box FROM U)lRET11A0110H W 1544NZ 5f1F47-.c-R SLDrr AND GNE 3/4" Cou o ucr FOR T�LEvYo�E", STUBBED A7- /8 y GOl-UMI►J 161 - 11 A11 T >L MtJ 41_3u SI_�,��11 MPp 5-III 4�-31 - ko DDWNI!SPOU"r --- G4j, A IRTYPICAL WP DUPLEXELEG, OUTLET 48 A90vE ISLAND. t _ - WW,Aa N.� w ,N LOTION Ro[ jloE L ^o -WATER:NON- FREEZE LOCATIONS _ INSIDE COLUMW: _ �I, ¢ ur�Nt of EW -011 51-�i' �6LA d0`' l7Ej »(INE D �21- V'211 �,Q'AL GO�ES�fJ"MSN , N OTP-' MA.X ILIUM 4kggT or- D15PE145ER. F5LAr1D 5F��L.L SF- 4��Bova=t:7R.1 �� CIS ISLAND "A" 0?11211-011 I- 41 .311 -o ( mw 4-104T Or OAP IslLA4rv5 —1 C�F�RMINB-D gY LOCAL coDJ.S (5" SHOI,JN) . —9 e 40pn5, � `• 3- � cONC. i OmG . DETI&NIL- A MPD . jli COUJN* ocwsPoUT IT tol _0 42) �4 ELEC. CONDUIT _ TYPICAL EACH COLMII AIR — r �- t�- A lr ' 1 _ j L.�II TER FREEZE LOCATION) OL1TSfDE COLUMN -I II WATER. NON FREEZE LOCATION I , n `� �� NSIDE COLWAN I � � �3 /Z 31 loll 4 p4P 41-8+aN MAXIMUM NEIy 9T aF n5 M'!9G • 15L1&tb SPA. L4 E F_ 4'IA�v� I?RIV 41ZA�- ISLAND " B " Ir��= Ilsll �5-��,�►I ,�I ,2u �e1.1lIIJ 8'- Gl��ii4 k'PD y C4U► 4 -ail DO4JNSPOUT t--. - - - -- - - - - AIR I TELEPHONE I _ Z%�� ;tl-ea' CONDUIT-? �61.AND _ ►G — � _ = - dl "�� L_ �. - _ - - - \& - __ _ WATER FREEZE 4 (r LOCATION OUTSIDE COL: ,o 1-WATER NON - FREEZE I - -- --� LOG4TIOH INSIDE CoL r >d= mA XIMUM Fib I o-r of ppESPmsEl?- I�LP•I�D 54A. L L 8I: 4'ABov- vRtvo 4, zAt, ISLAND "C" coLuM� ply? coL�MIJ 11-211 31-iali 41,d�11 DoW1.l�ePbllt _ -- --- 51 4 IL21�lM 4- 81/ZM 'lt-•I'r - C41,0 ,- - - - - - - - --- AIR oeQ 1 TELEPHON D U T E °1-gl,a,�l -J.p 11 ,.,,ok Q 14` I I a �L41.ID 6 1 L- -f- -- - - - - - - # WATER : FREEZE LOCATION OUTSIDE COL WA-nM : NON - FRE LM E LO CATIOU INSIDE COL �51 �I�II Np7s : rya x I MUM Nw-(' OF AspEt46w- I SLAtv INF. 4 AW4a ISLAND L1 " — 1,211=1=o0 (� A�1 DRIT`r `�'f=2AF�FIG I�jCDI�! 15LA.MD AI2 � I�AiC2 11.15'�.A,LI.A'Tipfl MOTE.=_ALL ISLANDS TO RECEIVE AIR/WATER STuB uPS. INSTALL - OUrL ETS , AT ISLANDS ESI�NATED ON (PLOT PLAN Ld. I ND SELFG�-►©� I50i` G# D IffILIZ90 ONL'r Af SfoFt6.5 W1+0 � Fi4CILI41ES. �Iroll 1 h -in a- n C) w�L pU U1 IN.0 � q a= QL d --D ►_ I De `s, 0 U 0 �� Z W 'Al CTIL O p p gip- w p q u _ �, u O a cr 0 to 2 J lI- Q Uw<z 0o Q� tA�000 �W�J� = W C G W 3 F— N I U) U U Q Cn ' Z C� Q cc' G 3 0 o Z � w " z W U) Zr 6 Z o -=) L! m 0 C/o o Q Uj W 0 Z < Z Z Ld w Q CL ® cc a U w w 0 V/ 0 Z z a & 1~ w Y a: � U W w cc G 7 DRAWN $A;2,Z4 APPROVED SCALE DATE 4UN 61 MICRO -FILM NO. PROJECT NO. DRAWING NO 807 I -g COFY i 1�� Ll HOSE I THIS SIDE HOSE 4 OPPOSITE SIDE: t "EXTRA") UNLEADED HOSE/'_2 THIS SIDE HOSE `. OPPOSITE SIDE i t1 UNLEADED11) HOSE 3 THIS SIDE HOSE 6 OPPOSITE SIDE ( 11 EXXON" ) MPID-C 3FI""RODUCT DISPENSER TO SOLENOID VALVES I I I I I I I I I rq� of JUNCTION BOX A I I 1 �I B-0-11 _ ' B-0-2 NEUTRAL + — pI ¢ NI c) r � I o f l ( a, i 1 I X F a v W co a_- �� V� , N U Z Y Y_ = Z0 I Q Q 0 0 J 3 ao _J m WW z Zl�-- Ocr 03 a -4 Q 0 W a_ I It a T ^ X i m no I 1 9 TC� )' Ir'-Tli C��'i F30X B„ Z W �, z Q _ W ir a 3 w L CD Y Nc �LL, a a cr W o Ir c� 3 m m 3 >' m 3 BROWN SPARE W � WR - DATA IN (+) P}---- `` .� WB DATA OUT (-) P1-�-- r o z x RED X(S2 , M cLd c 0 BLUE E (S2 )- YELLOW U (S2)" BLACK— ^lam 1J( WHITE rEnPAL BLACK 12OVaC---- GREEN ISL�IJD '� .......... f 0 d 0 Si DISPENSER JUNCTION MOTOR CONTROL BOX BOX PRODUCT TERMINAL A - 1-6 STP - I S-2 EXTRA A- 2- 6 STP-2 S-2 UNLEADED A- 3- 6 STP-3 S-2 EXXON TABLE OF LOADS DISPENSER: LIGHTS = 1A, 120VAC SOLENOID VALUE = 0.2A, 120VAC C-D MODULE -5A,120VAC MOTOR CONTROL RELAY COIL = O.IA, 120VAC STP MOTOR - (3/4HP = 6.9A, 240VAC) (1/3HP = 3.6A, 240VAC) T0^"Sl,C OWSOL Q aC. PLL)G (IZOV ) GROUNDED iSOLATED CIRCUIT ) c5'Y'S7' E.0 E C.}- GUZv T C ►.10T E S :. A.L'- WIRING AND CONDUIT SHALL BE I',TAL40 IN ACCORDANCE WITH THE NATI:_)NAL ELECTRIC CODE tNFPA 70) AND THE FLAMMABLE AND COMBUSTI- 06L.ar.D 16�D ISLO�jc C ,c�� 12 ( See note below) BLE LIQUID IDE �NFPA 30) C 2. )NE TRANSAC CONSOLE WITH CONSOLE LIGHT DATA 'ABI.F, DISTRIBUTION BCX', USE Hi-INE 115 14,T �� SWTc H ��` THR£E STP MUTOR CONTROL BOXES, ~—r AND MAIN PANELBOARD TO BE FUR- ` ,- �- f Qi�UT�04' NISHED BY EXXON, AS INDICATED Ix lu c �, x u • II r u THL:SLY : UIESQL l r r . ' E �, , DIESEL W/ T r ! ,�' ,. CALLED- - _FO R --- -- SQ:nj_� DiESEW"EN CALLED OGGS —71 CONT'ROi.... 00x,ES FOR �' G6j � ME- n,G0 C.0QDUr-r 3 PRODUCT 3. THE DISPENSERS AND STP Pl'MpS SHALT, BE FURNISHED BY EXXuN, IN- win STQ_1 STALLED BY THE .:F.NFRAL CnNTRAC- .T�C ' OK )�M �" TOP, AS INDICATED THVSL'i STP-2 STP-3'� SVST EM SCLTIC 4. THE GENERAL ,-' NTRACTR SHALL F'_ RN I SH AND INSTALL ALI. THE NOTE: T-12 IS A FOUR PRODUCT CONSOLE ELECTRICAL. CONDUIT AND WIRING;. 6"x6" x 1'-6" METAL WIREWAY AND CAN ACCOMODATE DIESEL TROUGH W,CC VEP 1 , AND MAKE ALL THE' RE';'_'IRF.D ELECTRICAL C`WNEC- TIONS BETWEEN'THE MAIN PANEL B+,APD, DISTRIBUTION BOX, STP MCTP )R , IN7R(4, BOXES, ISLAND DIS- LOAD CENTER F. PNSERS, AND THE STP PUMPS, AS SHOWN )N THIS DRAWING. _ I�i�II�J �(Q 1-ljQ L�`,G��/ 5. ALL WIRING T') BE "THWN", AWG ^—� iri I l�'J"'1� S:ZE AS NOTED �N THIS DRAWING. —, Q ALL L'NDF.RGROUND C,,N,)UIT SHALL BE 120/240 VAC 60HZ ;Al-VANIZED METAL RIGI i C()NDUIT L1 ��., L2 FR,M THE WIREWAY Tn,H O THE ISLAND DISPENSERS AND THE STP WHITE--^NEUT(U)�-412AWG_Tt4 PUM.PS,. ALL C�)NDL'IT IN THE KIIiSK SHALL BE AL;'M. YELLOW---- 4, 1 ( U )— IF I ?AW6 YELILOW— L 2(U) —4 1 2AWG , WHITE NEUT(E)-412AWG BLUE ---L 1 (E )---- III` 1 2A WI; BLUE L2(E)---01?Ais10' .' 'WHITE--NEUT (X)—f1 •l.AW; RED ----4- 1 (X)-- 412 AM " IMPORTANT: FOR ALI}, HOSE POSITIONS NOT USED, REDL?!?� )---#12AM16 DISTRIBUTION BOX PUT CORRESPONDING SWITCH IN ISOLATED POSITION. � L1.3n1 s "' 114a -A CONTIlNITY IMDICATpA NORMAL � / 14AI116 !, T N r W)] 1FPII W y WW , S1 S2 S3 S4 55 S6 a7 S8 S9 S10 S11 S12 ISOLATE P1 TP2 TB1 TB:2 TOY O TP3 R 0 ®® �Iwww�l�wwe0lr>wlrwl 0111 WR DATA IN (+) P1 WB DATA Our(-) P1 DATh IN (+) P2 ---- DATA OM (-) P2 DATA IN (+) P3 DAT Ik OUT (-) P 3 MOTOR CONTROL RELAY BOX GILBARCO T 11411 or equal z STP I •'X+ (EXTRA) PS P6 117 �PB j I � di W�ewy U R7 k r =Qd MOTOR CONTROL RELAY BOX MOTOR CONTROL RELAY BOX GILBARCO *' TI1411 or equal GILBARCO T 11411 or equal STP 3 E' (EXXON) STP 2 • .0 ( UNLEADED) Q �■�li� C i L2 Ll N I M1 S2 r L2 L1 N Ml M2 �2 S1 w 3 3 w w Y z m z �I a ~ 3 O J O F— J= W W~ �=1 i 1 Y. J= W W 'J 1- Q d = _j o a cz Q C1 d W} 3 m 3 t� 3 m a. L I'� ,� , , S 1 �� .,,---NEILIT (s> WHiTE— o o u,� ��,�� L1 CE) BLUE BLUE r • Nan (xi —Ll (x}----- ..",.. RED, -. L2 (X)------ .-... R E D O -----RED--- a:a. w BLUE ;.. m w. . I ,: ..�• . w. , W t�i� — —YELLOW U (s2) LOW— BLACKACK--0ISPENSEIR LIGHTS—. , BLACK WHITE *EUTRN —WHITE BLACK BLACK ----- GR E EN4---------GREEN Li (U) ar L2 (U i = a � Zw 3m > a a� O [D U) tV ^' Ln CD4..., -- --�-_ - -- �•--- - BROWN-------- w— SPARE 4 . Uj CIO Z LLJ Q 0- Q CL J t!) N *- M Q Ln x eta 3/4" CONDUIT W/ SAP 2# 12 WIRES I X Af RED'--- � ,�„ RED ____ --_ ----- =� BLUE` PQ P rE SIFT BLUE ------- YELLOW. YELLOW x 1 GROUND --+DLS�BR LI�lIs--- LU CL BROWN _......._.,, r. CC cn L1j uwy Immr m 4 )ol",, JYRlI.J � 7AY COLOR CODE: Nk` WHVr E W/REID TRACER Wb - WHITE III!/BLACK TRACER 0 . .Q to �t414''1�)QtQigl�i ,A fte •,' 4--w— Fat —,#g ;owo�. •! o r' rAt. ,. arL Nam► ra _ �f•.0 'y"" B� �i�' �. ,. Y' ef 4 ow— lip 4 0 J l 3 Ff10�UG'r DI4P'� hlf.1✓FC I NI 51 N1 _1 1 \%I 41 \5I VI QI 01 0101��1 �-In1�1101 >I I' NI J J 4 • MPP-� imp �Ro�UG'� DIfrPGN�K I NI T 61N1 _1�1�11J1�9161Q1� 010101�1 �1�1��01>II� "A• h - 4 , i:AW i . °•c �,'s :� ram- -►�>. �! ✓ .e,' /'. �cs-��.c:�c� � �J �' 6'�'✓rya � I _ r� %/ T ` �Ea A=•GAF-; I � 1 T ) I , r r �' �� hr I �" :✓. F. le ,; Ll r � \ f .O`J✓�, [/ �1�.� �cro!4 201 Clo ., • _ .._Ace •. t ,.c!C= :�...�,+•, Esc.^v�(�:-'�. • • • i O or i II I 1� T , d cr cr 0 z ff w 0 x z_ (} x Z O LU z 0 06 > 5 z O In Z Q Q o i' Q Q Z Q CL o ct w W_ cc Z O Q_ U z cn U Z o D�U O Z Y x_� �cr_ Fa3 W < W 0 ' a DRAWN APPROVED CP SCALE NONE DATE MICRO -FILM NO. 3/24/82 PROJECT NO, DRAWING NO. 949 1 Ib I im I C - 1-5/8" x 1-5/8" UNISTRI"T NO. P-1000. PIPE BRACKET, BOLT TO PIPE SUPPORT WITI{ 3/8 0 GI BOLT AND NVT UNISTRUT PIPE CLAMPS 2"0 P-2247-20 2" GALVkNIZED STEEL. VENT RISER PIPE PAINT EX)(ON BLACK 2" GALVAI:IZED STEEL PIPE S'tPPORT PAINT EXXON BLACK Cop r GRAD I 2" GALV. SWING JOINT 0 2" FIBERGLASS BELL X MALE ADAPTOR — "co 2" FIBERGLASS PIPE 2'tmi_ ndlt P 1000 O BRACKET I I J+ P2247-2(, CLA-MPS CONCRFTF I I 42 - BASE � I I , I' - 0 SO J 4000 P S I CONC FOOT'G VENT RISE R DETAIL S n 15 2" FIBERGLASS BELL X MALE ADAPTOR---7 t- 2" FIK&GLASS VENT PIPE NOTE: EXTEND 8" REINFORCED CONCRETE SLAB ABOVE TANK HOLE 4'-0" OVER UNDISTURBED SOIL ALL SIDES. L"iDERGROUND TA'7KS (TYP. ) 4'- Oil 4' _ , r S" REINFORCED CONCRFTF SLAB - , 02 - 2- 0" 2-0 CRITICAL COMPACTION AREAS AT 5 AND 7 O'CLOCK 0 Mw 2" M.4x . 4 ., - On LINT VERB Ac. /DO Z -5 CLAMP ANL PRODUCT TAG (FURNISHED BY EXXON) � MAX I Ml M 6 " LIFTS FOR 2'-6' " BE:) FILL BASI i 12" LIFTS ABOVt 2' FFILL MATERIAL - PEA ` GRAVEL OR APPROVED ;ALTERNATE - SEE SPECS DWG. 1A CF; TIi'' - nts Sit THK. CONC. SLAB W/ No. 3 BARS 12" 0-C B W . I' - 0„ _— scale — - ��-_ �► - 019 IOPW 1r)4-F-12' 4 PERT . P . `A(:E PIPI r-- BOTTOM OF TANK OI.i 249 T! i'Vl :(: PIPF DE -Al. nts FOR CONCRETE PAD USE 4000 PSI CONCRETE WITH 03 BARS AT 12" O.C.B.W. USE 4" CHAIRS TO SUPPORT BARS. I 0 0 C 0 0 0 0 ES . ��oD�cD�Du �o0oLi0 o000ibcrl PLAN-.l":DFI GROI'_:_� TANF: TNSTALI.ATTO•: 110 n- 5'.' SITE PLAN FOR AC': A: Wt AXON (`F FILLS. RUMPS MUD VEx' PRODUCT LINES I4"0 THIEVING PIPE '(TWO REQUIRED) iSEE DETAIL (T'YP.) GI,,bAk(I `- r r _. I OPI: NO. 10 R!1S OF - MANHO�-E -%N C GILBARCO PA 0082-0001 EMER,�ENC) SHEAF VALVE. i SEE DETAI: FOR TRI.LINE INSTALLATION .. ,. C ► I I RED JACK! 1 .0. 1 1,,- 1 A G I LBARCO N K6884 ( �i S!it.AF VA1.VF Hon. RED JAC►ET A: PTER NOUSING NC 38-7: ADAY, LH N,) F N I RT' It - USINI. i(ED JA• P-Mi NOTE: MPDS, SEE DWG. 576-1 =- FOR INSTALLATION DETAILS 5 34 -P + EAL OFF— -- + _ 2" FIRERGLASS PIPE 2" GALVANIZES EL" AND NIPPLE.' j2" GALV. SWING JOINT 1 11-112" x 18" OPENING IN ISLAND CI'T SKIRT IF NECESSARY TO PROVIDE 3" FILL WITH SAND. CLEARANCE FRO`: PIPING (D EA ELEV.- 3'- 0 11 �,12 E1 Ed - 1I'- Or 0 IW O,m ,IJ - I� i Z cr le a Z. o� w m W v rr y < m � Z Q rJ H 0 �L U. F- D >: C 2 W z � W ou � J O °r a U Z W 01 ;i 0 W o ._ W. �1 DRAM MARTY sty NOTED owl 1 - Ili- 83 MMpMrr`Nli 11G i�ONlCt NO gMMMrI�Ni wQ 482 I 0'.0 TANKS a INSTALLATION PI PI N G 6.5 Installation Procedure - Dry Hole - Anchoring is recommended in soft clay or if a high water Level Tanks - While l*veling tanks insure that minimum (24") dirtances between tanks are 1.0 FRP PIPE SPECIFICATIONS (Furnished by :ontractor) situation s anticipated (water table or surface run-offs). maintained. When anchoring, place straps over tanks and follow 'rocedures described under Preferred System. 1.1Glass fiber reinforced epoxy pipe system shall be in compliance with ASTM Specification 1.0 SCOPE Provide a minimum 12" level backfill bed over the total area of the hole. Bed must be smooth and I D-2996-71 filament wound reinforced thermosetting resin pipe and classification by code level. Place tanks in hole on backfill bed. CAUTION: Do not place tanks directly on concrete Backfillin - Use pea gravel. At start of backfilling, care mist be taken to work backfill at 13.40F as PTRPIIAD-411. Fittings shall be compression molded using a minimum of 501 EXXON STANDARDS CALL FOR ALL NEW OR REPLACEMENT UNDERGROUND STORAGE TANKS TO BE OF APPROVED slab or grout tanks in wet concrete. Do not p acetanks on timbers, beams or cradles. matey a completely beneath tank bottom and under end caps to provide good support. A chopped glass fiber. FIBERGLASS REINFORCED PLASTIC (FRP) DESIGN ONLY UNLESS A WRITTEN EXCEPTION IS OBTAINED FROM Backfillin - Use same material as bedding. At start of backfilling, care must be taken to work board or similar device can be used to push backfill under the tank. A 3/4" to 1' diameter THE REGION ENGINEERING MANAGER. TII'L STANDARD INCLUDES TANK AND INSTALLATION SPECIFICATIONS. backfill material completely beneath tank bottom and under end caps to provide good s-pport. A wooden dowel can also be used to eliminate voids by probing between tank ribs. A-'ternate 1.2 Pipe and fittings shall meet all d,mensional and performance requirements, mechanical material may be used if approved as noted in Section 6..3. properties, and shall be marked wi h a U.L. Label for non-metallic underground piping board or simi:ar device can be used to push backfill under the tank. A 3/4" to 1" di3-r,cer 2.0 TANK SPECIFICATIONS wooden dowel can also be used to eliminate voids by probing between tank ribs. There are the 6.6 Pilling Tanks - DO NOT fill tanks until backfill if level with top of tank. Never add for petroleum products. areas that need attention. For this reason fill lifts shall be confined to 6" A �t� anti a product or water-1or Mold down in dry hole conditions until backfilling is completed. 2.1 Governing Standards: height of 24 ( lifts) has been reached. production: See Net Holt Installation Procedure.) 1.3 WORKING LIMITS 2.1.1 Proposed ASTM standard draft No. 10 dated August 11, 1978. Complete backfilling to top of tank in 12" lifts. Be sure backfill is free of large rocks, 1.3.1 Pipe - Pressure rating shall be in accordance with ASTM test method D-2517-66T 2.1.2 Underwriters Laboratories, Inc. (UL) File M117991 dated October 13, 1965 (for debris, or foreign materials. Avoid impacting the tank with sharp or heavy objects during and ASTM D-2517-66T for burst pressure. Owens Corning). Underwriters Laboratories, Inc. (UL) File M119061 (for Xerxes). backfilling. Do not add water or product in tank before backfill material is even with top 6.9 AddingTanks to Existing In - It is important to remember that fiberglass tanks 2.1.3 National Fire Protection Assoc. (NFPA 30) Flammable and Combustible Liquids Code of tank. require good foundation support from the surrounding soil and are not.self-supporting 1.3.2 Adhesive- Ultimate shear strength of adhesive and curing agent shall be in com- pporting pliance with ASTM D-2517-66T as approved and supplied by pipe q and (NFPA 31) Standard for Installation of Oil Burning Equipment. Leveling to Grade - Excavation should be brcught to grade with the same backfill material. under fuel or overburden loa-ls. The following guidelines are suggestions to reduce the manufacturer. loads from soil or product on un-overed tanks so no damage will occur. The final method 2.2 Loading Conditions - All FRP Tanks shall meet the following general design requirements: CAUTION: Bricks or blocks used to support piping must be removed prior to filling to grade. will vary dcnending on local site conditions. 2.0 CODE RESTRICTIONS Do not use rock, shale, o: debris for fill. 2.2.1 A safetyfactor of 3 to 1 must be provided against external hydrostatic pressure ISOLATED BURY Install talks in separate hole which is a minimum of 5' from edge of All underground i in shall be in accordance with the "Flammable and Combustible Li " P g Y P Barricade - Tank area must be barricaded to prevent any vehicle travel over the tanks until a (PREFCItRED): nearest task. Undisturbed soil between new excavation and original hole g P ping quids Code", when the tank is buried with 3 feet of over -burden and the tank hole is fully minimum cover depth exist, or the :uncr^te/aspaalt pad has heen core leted.NFPA No. 30, and all applicable state and local codes. flooded. P must be ma ntained. Keep surface loads off existing tanks. Remove 2.2.2 Surface loading - when installed according to manufacturer's installation instruc- CORRECT INCORRECT product fr-m adjacent tank. tions, tank shall withstand surface I1-20 axle loads. 3.0 ACCEPTABLE MANUFACTURERS - GLASS FIBER REINFORCED EPDXY (FRP) PIPE 2.2.3 Internal loading - Tank shall withstand 5 psi air pressure test. Test prior to tank firmly supported fill dumped in g installation. large batches 3.1 A. 0. Smith - "Red Thread A. 0. Smith -Inland, Inc. 2100 w. 65th Street slope determined by Little Rock, Arkansas 72209 2.3 Lifting Lugs - Provide lifting lug(s) on all tanks. Lugs shall be capable of withstanding soil stability empty product from weight of tank with a safety factor of 3 to 1. 12 board adjacent tank 3.2 CIBA "Dualoy 3000" CIBA - Geigy Corporation Pipe Systems Department 12 �� 2.4 Stored product specific gravity - Tanks shall be capable of storing liquids with specific _ I 9800 N.W. Freeway P P 9 Y P 9 q P gravity up to 1.1. _ _ careful _ not compacted I Houston, Texas 77018 attention. 4�lifs in critical area 2.5 Maximum temperature - Tanks shard be capable of storing liquids up to a maximum temperature 6 ea, voids vj ..................... of 150°F at the tank interior surface. ::::::::::::::: new tank empty ,,t.. .............. l .J pea gravel 2.6 Chemical compatibility - Tanks shall be chemically inert to petroleum products. I 4.0 INSTALLATION 2.7 Accessory ccuipment - Tank bottom to be reinforced below all tank openings with 12"x12'x1/s" metal plates to prevent penetration of metal gauge stick. Tanks shall be existing tanks 4.0.1 Installations shall be in strict accord with the manufacturee's instructions designed to accommodate accessory equipment such as drop tubes, etc. when installed 6.6 Anchoring - Consult layout to determine if anchoring is specified. If site conditions, and Exxon's plans and specifications. according to Exxon's recommendations. are questionable, contact Exxon's Engineering representative for a decision on anchoring. 4.0.2 Swing jdints are to be installed only where shown on drawing 442-1, using .iJRY IN SAME HOLE galvanised pipe and fittings. Tanks must be anchored where high water tables exist, surface water flows through previous ALTERNATE: A) Remove product from adjacent tank. 4.0.3 Avoid i in over under strata into hole, or other water conditions exist. Anchoring is also recommended in soft B) Excavate for new tanks leaving as much backfill as possible around 4.0.4 Provide minimum 2' cleacaneedbetweentanks oribeneath buildings. clay. Anchor using fiberglass hold-down straps on designated ribs (, �- see tank chart). existing tanks. pipes. Do not use straps Or cable between ribs or tanks. C) During the installation, tanks must not be allowed to move. Shoring 4.0.5 See plot flan for tank and line leeatiens and sites. may be required to retain backfill around adjacent tanks. 3.0 ACCEPTABLE MANUFACTURERS PREFERRED D) Install new tanks as described earlier in these instructions. 4.1 Galvanized PiDine SYSTEM: The preferred system consists of a b" reinforced concrete slab extending one E) Backfill material should be the same material previously used, foot beyond the limits of the tanks on all sides. Provide a footing an whethei pea gravel or sand. Do not use clay, loam, silt, stone 4.1.1 To be used only where indicated on drawing 482-1, shall be schedule 40 3.0.1 Owens Corning Fi erglas Corporation 24 hour Hot Line additional 6" deep and 2 ft. wide, longitudinally, between each pair of tanks. screening,. stone dust, slag or cinders. Non -Corrosive Pr ducts Division Information 6 Order Nos. Provide a footing an additional 6" deep and 12' wide, longitudinally at the (ASTM-lv:nni with galvanised malleable iron (300 lb.) fittings. Fiberglas Tower. Toledo, Ohio 43659 (419) 248-7000 extreme ends of the slab. Carry reinforcing into the added depth of the 4.1.2 All galvanized pipe a fittings shall er seated with 'Rapper's a backfill BOOM" coating in accordance with manufacturer's instructions. Before backfilling, footing. Furnish and install back to back 4"x3" angle iron brackets with 9 coating material shall be wrapped with felt or tape to prevent penetration by 3.0.2 Heil Process Equ oment Division West of Rockies East of Rockies anchor bolts, as shown in the detail. Two brackets required for each strap. L backfill material. of Xerxes Fiberg .ass, Inc. P. O. Box 6069 34250 Mills Road ("Century Cast" anks) Anaheirn, CA 92806 Avon, Ohio 44011 Run wire rope through hole in bracket and triple clamp. Wire rope to be angle determined by soil (Pure,hase Order 3 be made out to: (714) 630-0012 (216) 327-6051 6xl9 plow steel, 1/2" diameter with tensile strength of 16,000i. Backfill stability 4.2 Trench Excavation Xerxes Fiberglas Inc.) with 12" of pea gravel to form bast for tanks. I I 3.0.3 Lifetime Fibergl)ss Tank Company After tank is set in place, strap top of tank over designated rib 4 ) I I 4.2.1 Trench depth is to be determined by surface conditions and the type of traffic. 4.2.2 FRP pipe installed beneath asphalt or concrete surfaces subject to tank truck 5000 Packing Ilou�e Road and connect wire rope to fiberglass strap using a turnbuckle. Turnbuckle - new tank I empty P P Denver, Colorado 80216 (303) 623-0333 cylindrical - hook type - 1 1/4" diameter. Tighten all turnbuckles uniformly. . I itraffic shall have a minimum cover of 12" (top of pipe to driveway surface). Contractor to furnish all items except fiberglass straps. / 4.2.3 FRP pipe beneath unpaved driveways subject to vehicle traffic shall have a minimum \ I cover of 18". 4.0 FITTINGS - THREADED - NPT 4.2.4 FRP pipe beneath unpaved areas not subject to traffic shall have a minimum cover 4.1 All threaded fittings on U.L. label tanks shall be of a material of construction consistent fiber shot ng existing tanks of 12". with th#! requirements of the U.L. label. All fittings to be supplied with steel plugs. glass 4.2.5 There shall be a minimum of 4" of clean, washed sand or pea gravel bedding over and strap 3'cla m ps under the pipe, compacted to obtain a firm uniform slope. Avoid sharp stones or � rocks in excavation trench; where rock is encountered, provide a minimum 6" sand bed. 4.2 All standard threaded ::stings Shall be 4" in diameter and Shall be half couplings. I 4.2.6 Pipe' is to be buried below frost lane in northern zones. Entrenchment of pipe wire rope- pittingManhole Lift Las should not be made in temperatures below 35°F unless approved by Exxon Engineer !soles Down for method and procedure. .. .. 4.2.7 Piping shall be run in chases usinc most direct,•1 ical route consideringall 4.3 Thread standards - All threaded fittings shall have machine tolerances In accordance with 4,-6„ 4,- �� I" sLTap product systems involved. the ANSI standard for each fitting size. CL> or Loeati A - ° 4.3 Trench Fill - All pipe trenches are to be 3ackfilled with ea ravel or clean sand compacted 4.4 Strength - Fittings shall withstand a minimum of 300 foot-pounds of torque and 2,000 `via i in layers to maximum density. P g foot-pc,unds of bending. _'/.- - = y. "$X15 long „ 3"threaded on 4.4 Inspection - Darin trans bilolt g portation, storage, and handlin pipe FRP and galvanized) can 5.0 ACCESSORIES - When called for C 3 bars 2 into anchor bolt 9 washer I nut a Anchor Typical 'D' Only 16 1/ g g pipe g P P 0. ) receive rough treatment. Before installaticn ell i e shall be carefully inspected for 5.1 Anchor straps - Provide fiberglass -reinforced plastic anchor straps for each tank shown. " on Ctrs, 1 footing f possible damage, especially to the spigot or pipe wall connection. All components shall Number and location of straps shall be as specified. Each stye!, shall be capable of with- 24" 12 also be Inspected for manufacturing defects. standing 25,000 lbs, of force. Straps shall be standard as supplied by tank manufacturer. 4.5 Connections TIP I CAL TANK 3 5.2 Certification Plate - Underwriters' Laboratories label shall be permanently affixed to each tank. (1;0 0 C.U. SHOWN 4.5.1 All pipe shall be clean and free of :and and grease at connection ends. When FRP (� T (KEY TO DATA BELOW) pipe is screwed into metallic fittirls, any burrs on the steel which may cut into 6.0 INSTALLATION ALTERNATE /0 ft U5`~'y ONL W E !�� yE L.-xxD11r tthe fiberglass threads shall be removed. Start the thread by hand and make up hand NOTE tight, then tighten with strap wrench. Do not overti hten. Normally, cnc-half SYSTEMS: Alternate specified b systems are approved re fiberglass tank manufacturers to one revolution is required after nand tig t. W en using power tongs, 75 ft. lbs. Tanks shall be installed per ple through 6.9 in the following outline. Installation checklist and may be specified by Exxon': Engineering representative under certain 1. HOLD DOWN STRAPS !DUST 39 INSTALLED BETWEEN is sufficient. Do not force threads. If thread does not make up correctly, back (!corm i 98-0005) shall be completed and initialed by contractor, Exxon': engineer, and/or conditions. The preferred system is to be used for bidding purposes and is ( ) RIB OF T4IIK. out and reclean. manufacturer's representative as each st4P is completed. A copy of the completed installation considered the standard installation. BLACK ARROWS checklist shall be forwarded to the tank manufacturer's headquarters office. The original is 2. STANDARD FITTI'tliGS ARE 4' )ltPT ON ALL TANKS. to be retained in the construction file. Deadmen - Deadmen will be built by dO gging a trench 12" deep and 24" wide centered longitudinally between each pair of tanks and a 12"xl2" trench 6.1 Handlin - Lifting Tanks: Use installation lifting lug s) to lift tank. Guide the tank longitudinally along each side of the outside limits of a set of tanks, STANDARD UNDE RG ROUND TANK DATA 4.5.2 When ambient temperatures are 60°F or below, heat should be applied to bonded with guidelines. Do not use chains or cables around tanks. If tanks have to be moved, centered 4 ft. 6 inches from the center of the outside tank. The to el-,va- they must be set on smooth ground, free of rocks and foreign objects. planned tank bottom elevation. 450F). (typically, epoxy adhesive will not cure or set re at temperatures below Lion of the trenches will be l2' below the 45 F►. An electric heating collar must be used to insure a leak free connection. Fill the trenches with concrete reinforced with a cage of 14 oars as shown heat is to be maintained `at 350°F to 400°F for ten minutes on pipe and twenty 6.2 Testing - All tanks are to be pressure tested a minimum of 30 minutes at 5 psi air in the sketch. Furnish and install angle brackets, anchor bolts, etc. as minutes on fittings. pressure before placing in the tank hole using a test gauge in good operating condition described in the preferred system. Backfill to the planned bottom elev,tio.1 4.5.3 Apply adhesives as per manufacturer's instructions and having a range of 0-10 psi. Carefully soa the entir t k d b. p e an an c eck for leaks. Any tank which fails the test is to be rejected. Contractor shall notify Exxon's of the tanks with 12 of pea gravel. engineer 48 hours in advance of the test and the engineer is required to witness the test./�J CAUTION: Do not approach the ends of tanks or manways that are under test. Tanks under O pressure shall not be left unattended. DO NOT EXCE9D S Rai WHEN CONDUCTING A TANK TES?. V If a tank is dropped or impacted after the initial test, retest the tank. 'If the retest is performed after piping installation, disconnect product, vent and vapor recovery Piping to isolate the tank before testing. (When pressure testing piping, do so before final connection to the tank.) DO NOT ATTEMPT TO REPAIR A DAMAGED TANK. Contact 6x%on1a I ,r Engineering representative for instruct ons. 6.3 Bed and Backfill Material `e o NOTE: Tanks buried 9 in areas subjected to traffic loads and high water (12' or more in fLL the bottom of the hole) will be covered with a minimum of 36 of backfill plus a p �. 4 A GR ..•....... of steel reinforced concrete. Total burial depth 44". :. ; l2. P I .._ .............................. 2 .PEA .GR. VEL...... Bed and backfill material will be uniform throughout an installation, i.e. If bedding material is reins cone. deadman with N -N 12 � # 4 bars x length of pea; gravel, use pea gravel for backfill to top of the tank hole. tanks 71 274 121 PREFERRED: Pea Gravel - Provide a naturally rounded aggregate, clean and free ow nq, with particle size not less than 1/8' Z_ 87 #4 bars w/stir4rups ,# 4 bars w/stirru p s or more than 3/4" diameter, with no more than 5% (by weight) passing a 16 sieve. { enath of tanks length of tanks ' Contractor shall provide a bill of lading from the supplier showing particle size range and percentage and a sieve analysis.. - ALTERNATES: TO 119 USED ONLY WHEN APPROVED BY EXXON'S ENGINEERING SUPERVISOR. Pole Deadmen - 12" diameter treated pole deadmen with a length one foot Ston or Gravel Crushin s - Provide washed and free flowi nq atone longer than the tank length may he used. Install two poles one on eacii or gvavel crushings, with particle size not less than 1/8' or more the 1/2' i di aide of the tank and 4'-6" from the center of the tank. Adjacent deadmen ma b IF t d Manufacturer i Model I'lant Location 160. Nominal (:.ale.) Actua Capacity (Gals.) er&11 "a' Diameter Dimension "a" Length Std. 4" IWT Fit rugs Positions 6 Ks way Location* Position 4'-4'" Nominal Weight 400 Owens-Corning iiberglas D-5 1,000 91711 4'-2 5/6" '-111/2" 1,2,3,4 6,000 5. M 7'-11- 19'-5" 2,3,4, - 7 3akersfield„ CA ;5G-5 1-2.7♦ 1.505 Lour**, TI _ G-6 8,000 7,829 7'-11" '24'-11- 2,4.6,7,10.11 t-2.5-4,7-4,11-12 so:'o y 2,075 G-6 _ 10,000 l,728 7'-11- 30'-5- 2,4,8.9.14,15 t-2,6-7,10-11,15-16 2,615 c y G-5 12.000 11,627 7'-11" 35'-11- 2,4,10,11,17,1! o l-i,t-1,12-13,19-20 3.345 Xerxes fiberglass "Century Coast Tanks" 1,000 1.055 6'-6- 6'-6- 1,2.3,4 320 Anaheim, CA a6-6 ('000 6,131 8'-0- 20'6-1/. 2.3.4. - - .s,! 1-2.8-1 1,500 kvon, Ohio Cr-8 i�,000 - a.009 a'-0" 26'0-1/2" 2,4,6, - - .11.12 1t-2.4-5,9-10,12-13 2,000 douston, TX ?enns Grove, u GT-10 1q.000 9,896 8'-0- 31'6-1/ 2.4.8, - - .15,16 Bartow, PL 1-2.7-4.10-11,16-17 2. SW Or-12 12,000 11.763 a'-0- 37'9-1/7' 2,4,10, = _ , .14922 1-2.".9-10,12-13. 16-17 20-21 1-2.6-9 3,� 1,936 Lifetime Fiberglass rank 1110-2 6.000 6,380 1'-0- 21'-5*' 2,3.5,7,5 11-2 8,000 6,380 8'-0- 27'-e 2.4.6, - - .11.1. Denver, 00 1.2.4.5.9.10,12.13 2.504 D-2 10,000 10,300 1'-0- 33'-3" 2,4,9,(_ 1,2,6.7.11,12,15,16 3,072 D-2 12,000 12.3410 S' -V E39'-2" 2,4,10- - '- --,18.20 1.2.a,9.13,14,20.21 3,640 4.5.4 Avoid contact with adhesive and hardener on skin; do not inhale fumes. During pressure testing sudden or excessive pressure surges should be avoided. 4.6 Testing - NOTE: Isolate tanks from piping. 4.6.1 Product Pi in - Before pipe trenches are back filled and with lines isolated from tanks, shall be p ping pressure -tested with 50 psi air from the tank connect on to the base of the dispenser/pump. Pressure shall be maintained for fiftzen minutes or until the inspection is completed. Lc cation of leaks to be detected by covering all connections with a mild soap solution and watching for leaks while the air pressure is applied. 4.6.2 Vent Piping - Shall, be disconnected from the tanks and tested separately with 50 psi air, soaped as indicated in 4.6.1 above and inspected for leaks. 4.6.3 All testing must be witnessed by Exxon's field engineer. Contractor must give 48 hours notice in advance. 4.6.4 CAUTION: DO NOT OVER -PRESSURIZE SYSTEM. Maintain safety precautions at all times. Apply pressure slowly to achieve test pressure and slowly relieve pressure upon completion of test. Test gauge is to have a maximum range of 100 psi and be in good operating condition. 4.6.5 Dispenser Check-out - After dispensers are installed and product is available, contractor to energize all dispensers, purge lines, install leak detectors and inspect for leakage at the turbine unions and leak detectors and at the unions under the dispenser. NOTE: Electronic dispensing equipment (MPDs) is to be activated ONLY when an authorized Gilbarco Representative is present. Any equipment damage resulting from failure to follow this instruction will be the contractor's responsibility. 4.7 Inspection and Guarantee 4.7.1 The Exxon engineer must verif that 11 y a work is in accordance with the fore- �(a-b)-Medway t.eaterei ietwees TheseTsaitiems. going before approving any payment for this work. n n am►e er.a no more than Si by weight passing a If y e as ens together using ware cable and clamps. Position the sieve. fiberglass straps over the designated ribs ( ► ). Triple clamp wire 4.7.2 The contractor shall guarantee his work for one year (from date of acceptance cable with at least three clamps around deadmen and through end of strap by owner's engineer) against faulty workmanshipand/or defective materials, making, guarantee All ASTM C-33 requirements for quality and soundness must be net. on each side of tank, _ The weight of the backfill over g, at his expense, all necessary repairs during this one year guarantee CAUTION: In freezing conditions, backfill must be dry and free of lee. the deadmen provides the hold-down force. Install the deadmen a minimum NO T L period if due to faulty workmanship and/or defective materials. of 12" below the bottom of the tank. I/1/�T'_/•c )S Tb FE _)SE A5 NOGG TOW v Masonry.Band - Clean, washed, inert, well -graduated masonry sand with not more than 8t (by weight) passing a /200 sieve. Largest particle /'R�}DCJCT CUFI/V TANK /NSTALLAT/.�A_/ size 1/8" diameter or less. Each sand. lift must be mechanically agitated to increase particle movement and aid in reduction of backfill voids to improve compaction. Installation using sand must be observed r by tank manufacturer's representative. Before installation, contractor shall consult Exxon's engineer for the inspection of cable clamps materials and approval of the proposed installation procedure. Contractor shall provide min.l2��dla. a bill of lading and .a sieve analysis for all backfill material. 6.4 Tank Mo * Excavatioi - Excavations shall be sized to provide a minimum of 240 between tanks and 24w between tanks and the excavation limit on all sides. Tank burial depth --minimum 3 feet. _127PE�1_Cffi>tVEL 24" 24" -- EXCAVATION LIMIT /� DRAWN BY CHECKED BY BOTTOM OF HOLE REVISION: gen. rev. redrawn 2- 23- 81 BY NO. EXON - COMPANY U.S.H. _ fin.grode AFTER PROVIDING ANCHORING, PROCEED AS £C Laws: ' � - gun. rev. 6 - 18 � A DIVISION OF EXXON IT CORPORATION SCALE I N 3-0 min. 6.7 Installation Procedure - Wet Hole Anchoring is Required.) ` MARKETING DEPARTMENT DISTRIBUTION et ENGINEERING NONE Water Level - Water level should be maintained at the lowest practical level during A R1iC►0 t!rn n0 inatellat on. % The hole bottom should be level, free of rocks and debris, and covered �S P E C I IF I C A T I 0 N S 2 /18/77 o. with a minimum of 12" of pea gravel e; ,PROJECT �. pro a n0. yawing n0. ` Ballast - Place tanks in the hole, ridding only enough ballast to sink them. Ballast evel n tanks must never exceed water level in hole during installation. While sodding FIBERGLASS- U/G TANKS AND482 � � I• ballast, use only lifting cableto to keep tanks in position. Tanks should be free o roll 2 4, - slightly. The lifting cable must be carefully tended. CAUTION: Do not place tanks PIPING 2 on timbers, bears, or cradles. 0 �1 C fl w� 1 C r. •r . 1 A,A N Nt 3 I-* if WIpE. Gor�G F',4D r0 I/C-Or F94SEP- — - 1 3 FlDGR41-e.5 11/61poor Mac AOL.D LEviL_ NI�+I.aOI� C>vw- Y aw, •\ E G E Y,&I t �A-f I Ta1nk l,Js Alterndle F",// ror Short Tarp I I I I vd pternneC�lor, 8 O o I e -�ubm eroed Turbine I amP.s l I I Tian SPorf � C c o Q a ` T d• a c ,a • a c • 44 Rein .. Ro q ro nd O.PW1,, 104 -A - /L WNj aloe ,-erimefer o. grea uo Cover pIL EI?'rO U� F.A42 I'j A r ed 1).P. W I66//-AY-3 vca or DP k I I I - �" ��_ I Tight �4dapter' E►1'l�0. �}4�'�1, Alro•oo2 l 3 {�a or• Lin e �TGO L�J++"�ori� ---� P EL T A11_ A I n 12 Union 3 Cap I T O(Produr�s Llne-7 / y �To /s/ands~y -s 3x3x2 ,ee �z0'10o%� J•; Y✓ l 03 I Ex ratter Ve < _ - 11 r �l va JrK A TP -eV/ eYl 1 ' ' / 5 P FART �►-r'/8 - , I . Pali �I - UNIS Rlt' P1P. G1�,1P� 3 Line � - ,2 �� • ' _2 -?� O(� �t��ll.. k. Va �po r e I I 3x 3 x z' T3'ae fun Hos-�� I �- ✓1 E se�DeMl A�� F- 11 -� 3"Line I I 3ri�n3 _ l I sLo pE It j1 N i1�)o rh ETR-I c- 31 vars�T F-I6,E,R PI P r-- PANT E��DM ELK &*-v. 5 TEEL P iPF:� Su poiz " Pp,1 t fxr4O N 61-Ac.1� nla� C+4�14 1, 114 xxorl SPk=1i�aL c,�Lo R� otJL'�' ; Fielt6l..4� ��T LiHs J o, p, , 2 �3-►� �xtg III\ ` �l� i s►.a�E UN I vF�yAL �/E NOD V 20 O K �IiT o. �►03j-OO�lr�iti� ��IGrOR -FJ I I � I - I I. 00 FP UR CaJ�Ac. oµ YaNj" PIPE w //6 21 l:N IoN - �o # STD L 3 x 3 x Z�Tee s,o,a PTA �L�E��L�s s�' � °w� 9- � M 2� 2 dp e>�L L 4 L� A&AP7* a-FI 0e�6 SAS s \ eo FI 13 EFzG 1.,•bs5 P 1 f ro 1r ors �A..opE 1 fp�d�'1 I I 'ro MAbI TL-D A 2 �1..-� l�orcr� 3 � reer- - I � �Ht►� Zoo p5 f - O, F. ti.1. 2 Vtr1C-0 ,D to c elf i!?i� Fire Glw gal ,��Er��►-�' / \ 7 PLAN VJF-�W � vA .•� ET140DAr 7fM1!�5 VENT RISER DETAILS �t•Q�2 REVISED S-2Z-�, - e�E�,��A.� R�v,S,o�►s aNG AcoEc � , ; _ ,� =0./ ar.D cNECKEDIr SCALE Nome E ON COMPANY U.S.A. -' (E ON APOR � FCOVEF.Y SYS TEF S Off. 2 9 E-8Z YFN7 �'iSfe eAP°L W DATE <9/-7/�76 STATION TYPE: 3 '� I'jl,?r !`" �'��11J `•�f. l j A 140 ^i i DRAWN 'r m F' I DALLAS DISTRIBUTION S ENGINEERING TEXAS nTJV ku q rc E J N 0 a J 1 1' ASPHALT PAVING SPECIFICATIONS 1.0 SUBGRADE , 1.1 General - Prcoer subarade preparation is ?ssenti31 to obtaining an acceptable pavement product. The bottom of excavation or top of fill compacted to su000rt a full depth asphalt pavement shall be designated as the subarade, anc shall confirm to the lines, grades, ano cross sections shown on the Dian. 1.2 Testinq of Subgrade Material - To ensure proper pavement design, tests may be required to check the preparation, placement, and compaction of the subarade. Unless specified otherwise in these plans or bid documents, all testing will be performed at Exxon's expense. If test results indicate unsatisfactory materials Dr performance by general contractor (G.C.), all tests, including retesting, small be deducted from total contract amount. A.11 tests shall be run under the supervision of a Licensed Professional Engineer by a laboratory meeting the requirements of ASTM E329. 1.2.1 Prior to construction, Exxon may undertakti 3n anal,✓sis of existing soil to determine the load bearinq capacity of subarade material and ?staDlish ar:,Der thickness of asphalt base course. 1.2.2 For cohesionless soils, a minimum of '0 Dercent Pelative Density (ASTM D2172' must be achieved in the too 12 inches of the suDcrace. 1.3 Preparation of Suborade - The sabcrade shall be broaght to a firm unyie',aing condition by comoactinq to uniform density. 1.3.1 All soft and yieldinq material, all veeetation, and portions of the subarade that will not compact readily when rolled or tamped shall be removed and replaced with suitable material. 1.3.2 Soils designated as organic silts, oeat, or ;trier highly organic soils (OL, CH, or PT), are unsuitable and shal' be replaced with Droperly :arpacted fill material. 3id documents should specify deptn of material to be replaced of contact Exxon engineer. 1.3.3 For soils designated as plastic c , ay soils ("H, CH, and tnei r boundary groupsl, lime shall be used as a suograoe stabilizer. Unless sDec ified otherwise on bid documents, use 5 Dercent lime by weight of the soil to be treated and worK into the top 6 inches of subarade in accordance with procedures outlined in 'National Lime association publication "Lime Stabiliz- ation Construction Manual". 1.3.4 All uti 1 ity trenches and site excavations, including tank removal, shall be backfilled with sand or oravei and compacted with mechanical tamper in layers not over 6 inches compacted thickness to densities of surroundina soil. Due care should be taken in bacxfilling gasoline product line trenches to avoid breaking pipes. 1.3.5 All fill material brought from an offsite location shall be a well graded sand or gravel capable of maintaininq proper drainage and compaction as defined in th i s specification. No s i l t, heavy clay, broken masonry, l aroe stones, rubbish, etc. will be permitted. All material shall be compacted with proper equipment includinq pneumatic -tired rollers, steel tired rollers, and/or vibratory rollers in lifts not exceeding 6 inches compacted thickness. 1.3.6 If the contractor encounters unanticipated soil conditions which might affect subgrade stability, contractor shall report such conditions to Exxon engineer at once, and confirm in writing within 24 hours of verbal notification. 1.3.7 All pavement subgrade area shall be treated with a soil ster'ilant at the rate specified by the manufacturer to prevent the growth of weeds. 2.0 PAVEMENT DESIGN 2.1 General - Full -depth asphalt as specified by Exxon for installation at retail auto stores (RAS) is a design in which multiple lifts of hot -mix asphalt are employed for all courses above the subarade. 2.2 Surface Course - Unless specified otherwise in bid documents, all RAS pavement designs will consist of a 1.5 inch surface course over a base course layed directly on the subgrade. 2.3 Base Course - The base course wi 11 range in depth from 2.5 inches to 7.5 inches depending on the load bearing capacity (CBR) of -the subgrade. The compacted thickness of the base course shall be the total pavement thickness specified on the plot plan less 1.5 inches for the surface course. 2.4 Subgrade - The G.C. shall be responsible for oreparinq the subarade to support the Pavement thickness specified. 2.4.1 If the load bearing ratio (CBR value) of the subarade is insufficient to support RAS traffic with the Pavement thickness specified, the G.C. may, with Exxon engineer approval, increase thickness of asphalt base course at no additional cost to Exxon. 2.4.2 If the load bearinq ratio (CBR value) of the subgrade exceeds the criteria of the specified pavement thickness, the G.C. may renegotiate the contract total to allow decreased thickness of pavement. 3.0 ASPHALT MATERIALS 3.1 General - The asphalt concrete shall be a high quality, thoroughly controlled hot mixture of asphalt concrete and well graded, high quality aggregate, thoroughly compacted into a uniform dense mass. For both base and surface use, it shall be similar to ASTM Specification D3515. 3.2 Prime Coat - The prime coat applied to the subqrade .may be a cut back asphalt corresponding to one of the following grades; MC-30, MC70, or MC-250 meeting the specifications of ASTM D2027. Also, diluted emulsified asphalt corresponding to one of the following grades, SS-1, SS-lh, CSS-1, or CSS-lh, and meeting the specifications of ASTM D977 or 02397 before dilution, may be used. The asphalt emulsion is to be diluted with an equal amount of clean, fresh water before application. 3.3 Tack Coat - Applied as a bond between layers of aspha,,lt, the tack coat shall be a diluted emulsified asphalt corresponding to one of the following grades, SS-1, SS-lh, CSS-1, or CSS-lh, and meeting the specifications of ASTM D977 or D2397 before dilution. The asphalt emulsion is to be diluted with an equal amount of clean, fresh water before application. 3.4 Mineral Aggregate - The mineral aggregate used for the base course and surface course mixture shall be crushed stone, crushed gravel, stone or slag screenings, sand, mineral filler, or a combination of two or more of these materials. Uncrushed coarse aggregate may be used in base course mixtures if the mixture meets all design criteria. 3.4.1 Coarse and fine aggregate shall comply with all the quality requirements, except soundness, of ASTM Designation D692 and ASTM Designation D1073, respectively. 3.4.2 Mineral filler shall meet the physical requirements of ASTM designation D242 and the grading requirements outlined in these specifications. 3.4.3 Slag shall be air-cooled, blast furnace slaq and shall weigh not less than 70 lb/cu.ft. 3.5 Asphalt - The liquid asphalt used shall comply with the applicable requirements of ASTM Specification D3381 and shall correspond to the following grades depending on mean annual temperature conditions. Temperature Condition Asphalt Grades Cold, mean annual air AC-5, AC-10 temperature less than 7°C (45°F) AR-2000, AR-4000 120/150, 85/100 pen. Warm, :Wean annual air AC-10, AC-20 temperature between 1°C (45'F) and AR-4000, AR-8000 24°C (75°F) 85/100, 60/70 pen. 'lot, mean annual air temperature greater than 24'C (75°F) AC-20, AC-40 AR-8000, AR-16000 60/70, 40/50 pen. 3.6 .Asonalt - Aggregate Mixture - The Exxon engineer snail approve a job -mix formula for each mixture.1 Mixes specified by local transoortation agencies may be used if a satisfactory history of performance can be verified by a representative of the Asphalt Institute and approved by Exxon engineer. 3.5.1 The job -mix formula for the aspnalt-aggregate base course mixture shall be within one of the following limits. ')'.eve SiZe Total Percent Passing, ny '4eiaht ai b! c CO in.. (37.5 m1, 90 - i00 1C0 : (25.0 mm) 90 - 1CO iG0 3,'-' gin. 19.0 ^m) 50 - °0 90 - 100 1/2 in. (12.5 mm 60 - 30 3,'8 in. 19.5 mm) 60 -0 V0. 4 ' 4. 75 mm ) 20 - - 55 25 - 60 l 35 - 65 NO . 10 9 - 37 13 - 42 18 - 46 '410 . 16 ! 1.19 mm) NO . 30 ( 6 C)0 mm) NO. 40 3 - 19 4 - 22 -5 22 "0. 1CO (.CO mm NO.200!75mm1 2-7 2-8 2-9 Asphalt Content 3-1;'2 - 8 4- 8-1/2 5- i0 (% by weight of total mix) 3.6.2 The job mix formula for the aspnalt-aagrecate surface course mixture shall be within the following limits. Sieve Size otai Percent Passing, by 'height 3i4 in. (19.0 7 3/8 in. (9.5 mm) 90 - 100 NO. 4 (4.75 mm) 50 - 20 NO. 10 32 - 60 NO. 16 (1.18 ^m) N0 . 30 (600 mm ) NO. 40 10 - 30 NO. 100 (150 mm) NO. 200 (75 mm) 2 - 10 Asphalt Content 5 - 10 (% by weight of total mix) 4.0 PAVEMENT CONSTRUCTION , 4.1 Area Preparation - The area to be paved shall be substantially true to line and grade. It shall have a dry, firm, and properly prepared subgrade before paving operations begin. All loose and foreign material shall be removed. 4.2 Preparation of Vertical Surface - Vertical faces of existing pavements, drainage ir3tings, mannoles, tank and island slabs, concrete gutter, and other contact surfaces shall be sprayed or painted with a uniform coating of emulsified asphalt, Types RS-1, RS-2, CRS-1, or CRS-2 to provide closely bonded, watertight joints. Care should be taken not to stain exposed surfaces. 4.3 Prime Coat - Unless specified otherwise in writinq by Exxon engineer, the surface of the compacted subgrade on which the asphalt base is to be placed shall be primed with a cutback asphalt or diluted emulsified asphalt as defined above, applied uniformly with an asphalt distributor. In places where the distributor bars cannot reach, the prime coat shall be applied with a hand spray attacned to the distribu- tor by a hose. 4.3.1 Cutback asphalt, if used, shal 1 be applied at a rate of 0.3 gal/sq.yd. of MC-30 or MC-70 for dense surfaces and MC-250 for,open surfaces. 4.3.2 If diluted emulsified asphalt is used, apply at a rate of 0.7 gal/sq.yd. of the type and grade designated above. 4.4 3ase Course - The base course mixture shall be placed in one or more lifts with an asphalt paver or spreader to provide a compacted thickness as designated on plot plan. The minimum lift thickness shall be at least two times the maximum Particle size. The maximum lift thickness shall be that which can be demonstrated to be laid in a single lift and compacted to required uniform density and smoothness. 4.5 Surface Course - The surface course mixture shall be placed in one lift with an asphalt paver to provide a nominal compacted thickness of 1.5 inches. 4.6 Tack Coat - A tack coat of 0.7 gal/sq.yd. of diluted emulsified asphalt shall be applied between each layer of the asphalt pavement, including the surface course and top layer of the base course. The tack coat shall be allowed to cure before placing the succeeding course, and shall be applied on only as much pavement as can be covered with asphalt mixture during the same day. 4.7 Compaction - the mix shall be compacted immediately after placing. Initial rolling with a steel wheel tandem roller, steel three -wheeled roller, vibratory roller, or a pneumatic -tired roller shall follow the paver as closely as po sible. If needed, intermediate rolling with a pneumatic -tired roller shall be done�mmediately behind the initial rollinq. In areas too small for the roller a vibratibq plate compactor or a hand tamper shall be used to achieve thorough compaction. Each of the asphalt lifts shall be compacted in accordance with ASTM Designation D1559. 5.0 TESTING OF ASPHALT MATERIALS 5.1 General - Testing of all asphalt materials will be requested and paid by Exxon, unless the results indicate inferior materials or improper workmanship by the contractor. The costs of such tests will be deducted from contract amount. 5.2 Materials Testing - Exxon engineer may require that representative samples of the hot -mix asphaltic concrete be taken for each day's operation to determine the ,asphalt content and gradation used (ASTM 02172). These values shall be compared with the job mix formula approved by the Exxon engineer. 5.3 Compaction Tests - Exxon engineer may require that in -place density tests (ASTM D2041) or laboratory tests on core drilled samples (ASTM D1198 or ASTM 02726, whichever is applicable) be run and compared against the average of three (3) specimens representing samples taken from trucks delivering mixture to the jobsite, compacted in accordance with ASTM D1559 Section 35. 5.4 pavement Thickness - The same cores used to test the density will be used to measure the thickness of the pavement, or new samples may be taken. 5.5 Surface Smoothness - The surface of the completed pavement may be checked longitu- dinally and transversely with a 10 ft. straightedge. The surface shall not vary more than 1 /8 inch in 10 ft . parallel to the direction of drainage and not more than 1/4 inch in any direction. 5.6 Drainage - The contractor shall, in the presence of Exxon engineer, test all paved areas for proper drainage by flooding_ with water in quantities required to prove correct shaping of the pavement. 6.0 ACCEPTANCE The finished driveway surface shall be true and even with finished grades as called for on plot plan or as required to obtain complete drainage of surface runoff. Finished surfaces shall be smooth with a uniform texture and no surface voids, no matter how small. The entire surface shall be free of depressions, ridges, cracks, soft areas, roller marks, pits and other irregularities. Edges should be capped over and straight. Portions of the completed pavement that are defective in surface, drainage, compres- sion, composition or thickness shall be removed and replaced as required to correct deficiency in a manner satisfactory to Exxon engineer. No feathered edge patches shall be allowed. CONCRETE PAVING SPECIFICATIONS 1.0 SUBGRADE PREPARATION 1.1 General - Proper subgrade preparation is essential to obtaining an acceptable pavement product. The bottom of excavation or top of fill compacted to support a pavement system shall be designated as the subarade, and shall conform to the lines, grades, and cross sections shown on the plane. 1.2 Pre -construction Testing - Prior to construction, Exxon may furnish to the contrac- tor a classification of the existing soil in accordance with Unified Soil Classifi- cation System (ASTM D2497). 1.2.1 For soils desionated as plastic clay soils (Groups MH, CH, and their bound3ry groups) lime may be required as a subgrade`stabilizer. Consult bid documents or contact Exxon Engineer to determine requirements. 1.2.2 Soils designated as organic silts, peat, or other highly organic soils (OL, OH, or at) are unsuitable and shall be replaced with properly compacted fill material. 3id documents -should specify depth of material to be replaced or contact Exxon engineer. !"Preparation of Subgrade - The subgrade shall 5e brought to a firm, unyielding` condition by compacting to uniform density. z 1.3.i All soft and yieldinq material, all veaetation, and portions of the subarade that wi l l not compact- readily when rolled or tamped shal 1 be removed ana replaced with suitable material. 1.3.2 If lime stabilization required, use amount specified on bid documents. If no amount specified, use 5% ?ime by weight of the soil treated, and work into too 6 inches of subgrade in accordance with procedures outlined in 'National !ime .Association publication "Lime Stabiiization Construction Manual. 1.3.3 All f; ll material brought from an offsite location shall be a well-a_raded sand or gravel capable of maintaining proper drainage and compaction as defined in this section. No silt, heavy clay, broken :masonry, large stones, rubbish, etc. wi l l be Permitted. All materi al wi 11 be mecnan ically tamped in lifts of 6 inches or less. 1.3.4 Al I uti 1 ity trenches and site excavations, including, tank removal, shall be backfi11ed with sand or gravel and compacted with mechanical tamper in layers not over 6 incnes compacted thickness to densities of surrounding soil. Due care should be taken in backfilling gasoline product line trenches to avoid breaking pipes. 1.3.5 The entire area to be paved shall be compacted at the water content selected to provide the highest.remolded strength consistent with expansion considera- tions. Generally, optimum moisture content is the lowest moisture content at which a handful of soil can be molded by a firm closing of the hand. Non -expansive cohesive soils should be compacted one or two percentage points on the dry side of optimum. Known expansive soils which have not been stabilized should be compacted one or two percentage points on the wet side of optimum moisture content to minimize expansion. 1.3.6 The entire area to be paved will be covered by 3 inches of clean sand, in order to facilitate settinq forms and reinforcing. 1.3.7 If the contractor encounters unanticipated soil conditions which might affect subgrade stability, contractor shall report such conditions to Exxon engineer at once, and confirm in -writing within 24 hours of verbal notification. 2.O.MATERIALS Unless otherwise noted, all materials shall conform to the following requirements: 2.1 Cement shall conform to the latest revised "Standard Specification for Portland Cement" (ASTM C150) or "Standard Specification for Blended Hydraulic Cements" (ASTM C595) . 2.2 Concrete aggregates shall conform to the latest revised "Standard Specifications for Concrete Aggregates" (.ASTM C33). 2.3 All mixing water shall be -clean and free from deleterious amounts of acids, alkalies, or organic materials. 2.4 Air entraining admixtures for concrete shall conform to the latest revised "Stan- dard Specifications for Air -Entraining Admixtures for Concrete" (ASTM C260), as manufactured by Master Builders, W. R. Grace, Sika Chemicals or equal approved by Exxon engineer. 2.5 White pigmented curing compound conforming to -latest revised "Standard Specifica- tions for Concrete Curing Compounds" (ASTM C309) shall be used as manufactured by Gifford -Hi 11 , Pro -Tex Industries, Dayton Sure Grip - Chemical Division, Superior Concrete Accessories, or equal approved by Exxon engineer. 2.6 Isolation joint material shall be 1/4 inch thick neoprene or plastic preformed joint filler conforming to the latest revised "Standard Specification for Non- bitu.minous Joint Filler for Concrete" (ASTM D2828) or 112 inch thick asphalt -impregnated oremolded fiber conforming to the latest revised "Standard Specifica- tion for Preformed Expansion Joint Filler for Concrete" (ASTM D1752). 2.7 Galvanized steel control ,joints are required to control vertical movement between adjacent slabs as manufactured by The Burke Company Keyed Kold Joint, Heckman Building Products "195 tonoue and Groove Joint" or equivalent jointing system available locally and approved by Exxon engineer. 2.8 Steel rods used for reinforcing concrete shall be deformed, intermediate grade steel conforming to ASTM A305-50T. 2.9 All material used in the concrete shall be approved by Exxon engineer and shall conform to the current applicable ASTM specification. 3.0 CONCRETE 3.1 General - The materials used and proportions selected are to produce concrete of the quality specified. Concrete shall be mixed and delivered in accordance with the latest revised Standard Specification for Ready -Mixed Concrete4 (ASTM C94). 3.2 Verification - The contractor shall furnish to Exxon's engineer delivery tickets on which the following information is shown. 1. Name and location of job 2. Type and amount of cement (number of bags/yd.) 3. Type and amount of admixtures 4. Water -cement ratio 5. 28 day design strength 3.3 Concrete Mix - All concrete used shall be capable of passing a compressive strength test at 4000 psi after 28 days. All concrete mixes shall be designed to have a maximum slump of 4 inches as determined by the .ASTM C143 test method and shall contain an air entrainment admixture Drovidin q 5%'(+1%) air. Maximum coarse aggregate shall not be more than one-fourth the slab thickness. 3.4 Strength Test - Exxon's engineer may employ an independent testing laboratory to collect test cylinders during a pour, or have core samples taken of concrete considered of suspect dual ity. if concrete fai is the compressive strength test, the cost of testing will be deducted from the total contract amount, and the contractor shall remove all below strength concrete at his expense. 4.0 REINFORCING 4.1 Welded wire fabric sheets (WWF) - Unless specified otherwise on plot plans or bid documents or directed in writing by Exxon engineer,' all concrete paving shall be reinforced with welded wire fabric. 4.1.1 The welded wire fabric used shall be 6X6-W6XW6 sheets conforming to ASTM A305-50T. ROLLED WWF SHALL NOT BE USED. 4.1.2 Placement of WWF shall be 2" below the grade of the section being formed. Masonry chairs shall be used to assure proper placement of WWF. 4.2 Reinforcing steel bars - Unless specified otherwise on plot plans or bid documents or directed in writing by Exxon engineer, steel reinforcing bar is only approved for use on curbs, ramQs and gutters. 4.2.1 43 reinforcing rods shall be used as shown on drawings. 5.0 JOINTS 5.1 General - A jointing plan shall be orepared by the contractor and approved by Exxon engineer prior to placement of concrete. 5.1.1 A square jointing pattern is required where possible. If necessary, rectan- gular panels can be used if the Iona dimension is no more than 1.5 times the short (e.a. 3'x12') . Joint spacinq small not exceed 10 feet in a 4" slab, and 15 feet in a 6" slab. 5.1.2 Adjust jointing layout or locations of mannoles, catch basins, foundations, and other built-in structures so that joints will line up with corners of the structures. Joints may be angled to points of stress concentration to allow alignment with corners of structures. 5.1.3 Construction and control joints should be continuous through adjacent lanes and extend through integral curb. Joints can be terminated and offset at isolation joints. If required, offset control joints 1.5 feet to avoid acute angles or small pieces of slabs at curves. 5.2 Construction Joints - any larqe area of concrete shall be Paved in strips or lanes; each lane separated by a keyed construction joint. All paving lanes shall be subdivided by lateral keyed joints running continuously perpendicular to paving strips spaced to allow square pavement segments. Construction joints must provide load transfer with keyed joints and steel reinforcing dowels continuing into adjoining slabs. 5.3 Control Joints - Contraction joints are set in the concrete slabs to pre -establish the location of cracks caused by drying, shrinkage, or thermal change. Control joints may be used to replace keyed construction joints for lateral joints perpen- dicular to paving lanes if approved in writing by Exxon's engineer. 5.3.1 Depth of control joint shall be .25 of total slab thickness (e.g. 1.5" for 6" slab). 5.3.2 Control joints shall be formed by hand with .25 inch radius tool or if approved by Exxon's engineer, formed by sawing. Sawing of joints shall begin as soon as the concrete has hardened sufficiently to permit sawinq without raveling. 5.4 Isolation Joints - These exDansion joints are to be used to isolate building foundations, sidewalks, drains, light and sign bases, and retaining walls leaving the slabs free to move horizontally and vertically. These joints shall extend the full depth of the slab and shall not allow any load transfer across the joint. 5.4.1 Isolation joints between slabs at same grade shall be formed with .25 inch thick neoprene or .50 inch thick aspnalt-impregnated fiber filler with hydrocarbon resistant elastomeric fill material as sealer. All edges to be hand tooled with maximum .25 inch radius. 5.4.2 A satisfactory isolation joint can be formed at metal building curbs by placing a strip of curing paper against the metal form and then placing the fresh concrete against the paper. The edges of the slab shall be hand tooled with maximum .25 inch radius. 5.4.3 USE OF WOODEN PLANKS AS A JOINT MATERIAL iS PROHIBITED. 6.0 CONCRETE PLACEMENT 6.1 General - Concrete shall not be placed on a soft, spongy, frozen, or unsuitable base material. Before placing concrete, all free-standing water, ice, snow, or other foreign materials shall be removed from subgrade and a 3" layer of moist, clean sand shall be placed, leveled, and compacted as a base. 6.2 Forms - All forms shall be thoroughly cleaned, secured in position, and coated with a form release aqent. Top of forms shall conform to the grades shown on the layout or grading plan. 6.3 Grades - Slabs shall be sloped to catch basins or perimeter drains to allow for surface runoff with no standing water. 6.4 Construction Joints - Top of keyed construction joints shall be set at grade and used as a screen for continuous pouring. 6.4.1 Placing shall be continuous between joints. When a delay of more than 30 minutes occurs during a Dour, a construction joint will be installed and secured before resuminq the pour. 6.4.2 Do not allow concrete to be poured on joint assembly. 6.5 Finish - all concrete subject to vehicular traffic shall have an attractive skid -resistant finish free from unnecessary bumps or dips prepared in accordance with these specifications. The contractor shall receive an initial approval of finish on a segment of paving from Exxon engineer. All subsequent Day ing shall conform with this segment. Any paving segment determined to have a non -conforming finish shall be removed and replaced at contractor's expense. 6. 5.1 The pavement shall be struck off and consolidated with a mechanical finishing machine, vibrating screed, or by hand tools. A slipform paver may be used. 6.5.2 Vibrate or "jitterbug" concrete to smooth consistency. A bull float may be used to remove high spots, however such use shall be minimized. 6.5.3 Before the concrete has taken its initial set, the edges of slabs and curbs shall be hand finished with an edger of the radius specified in the plans. 6.5.4 Ramps, approaches, building walks, islands, island mats, and driveway slabs shall receive two passes with a steel trowel and a skid resistant finish using a light broom or burlap drag. f local hall conform to oca 6.5.5 Type of finish for public sidewalks and curbing s co 0 regulations. If none specified, finish to match existing. 6.5.6 All other surfaces shall be given a smooth trowel finish using the double pass method. 6.5.7 Dry cement shall not be used to remove excess surface water. Finishing must be delayed until water sheen has disappeared from the surface. Do not add water. Do not overwork the surface to cause surface bleeding. 6.6 Curing - Concrete shall be protected from external influences to allow proper curing and maintain desired finish. 6.6.1 To protect from loss of moisture, immediate l y after all free water has disappeared from surface, a liquid membrane -forming compound shall be uniformly applied to all exposed surfaces at a rate consistent with manufac- turer's recommendation. 6.6.2 Concrete placement shall cease when the ambient temperature at the site is 40'F or lower. Straw, hay, insulated curing blankets, or other suitable material shall be provided to prevent freezinq of concrete. 6.6.3 All concrete with potential for damage to strength or finish shall be covered during rains with suitable material including burlap, curing paper, and plastic sheeting. 6.6.4 Pavement shall not have vehicular traffic for seven days. Contractor shall schedule pavement sequence to prevent extended construction time while allowing for proper curing. 7.0 ACCEPTANCE 7.1 General - The General Contractor shall provide a gradually sloping, homogeneous concrete pavement with an attractive, safe finish in accordance with the specifica- tions listed above. Any concrete determined to be substandard strength, materials, or finish shall be removed and replaced at no additional cost to Exxon. Z 0 s 0 � g .c� c Y W U) wz Q Q w _ Q U U � O >- U z of) LtJ a- a- F-7 U) r O U Q = Z r Q Q W0 fu r r ORAWW APPROVED SCALE GATE to -Z8 -8 4- DM NQ PROJECT NO. ORAMNN N0, 8-002 0 e6 13 FORMED OR TOOLED 3/4' CHRMFER EDGE -2- EACH SIDE FIN. PAVED GRADE Alz (V X 16' CONCRETE CURB 2'-6' MINIMUM G.C. TO BACKF I LL BEHIND ALL CURBS. 2-#3 BARS (CONT) CONCRETE (TYP) ELASTOMERIC FILL EXISTING PAVEMENT OR STRUCTURE 1/4. RADIUS r A low. 3'-0' ASPHALT #3 DOWEL o 12' 0• C. ON CHA I AS (TYP) 1/2' (TYP) 18' INTO EACH CONNECTING SLAB. _ - — CONCAtTE lT�P1 (TYP) . •. _ p �.' cD +�+..�.�� • :�.:.�+�. +"►ter ^T�.. . a #3 BARS o 18' E.W. 3' SAND KEY JOINT SEE DETAIL 5 r' 14 CONCRETE GUTTER T 3/4' RADIUS FIN. GRADE N (3) #3 BAR (CONT) C 3' SAND CONCRETE RAMP #3 BARS v 18' 0. C. #3 BAR (CONT)- 3' SAND FILL CONCRETE RAMP — #3 BARS o 18' 0. C. 4*3 BAR (CONT) cD 3' SAND FILL 1'-4" 6" 1/4' RADIUS. \ \\ F .' • cD s`. :.:. . YpV. 3/4' RADIUS ISOLATION JOINT EXISTING CONCRETE STREET CD #3 BAR 18' 0. C• ISOLATION JOINT cv Q EXISTING CONCRETE STREET ...�. .. : °. .. .''A ml 1\6 a ISOLATION JOINT 3/4' RADIUS EXISTING CONC. STREET ET 10' 0' SO. MAX MTN .IOPF OF SURFACF=1/4' PER 1'—O' 1' TREATED REDWOOD,-� CYPRESS, CEDAR OR FIR rlB-N EXPOSED AGGREGATE 6X6 W6XW6 W• W. F KEYED JOINT \ N cD f 3" SAND \\ / TANK HOLE WIDTH VARIES 2'-0' BEYOND TANK EXCAVATION (TYP) 8 � SECTION THRU TANK SLAB 20' MAX. #3 BARS o 18' E.W. KEYED JOINT ON 3' CHAIRS m CD 3' SAND— / TANK HOLE WIDTH VARIES 2'-0' BEYOND TANK EXCAVATION (TYP) 9 ALTERNATE SECTION THRU TANK SLAB KEYED JOINT AT 6' BEYOND PIPING TRENCH METAL ISLAND FORM is, MAX. (TYP) ; ' , � �.-� �� ' .. - • • . '-ri '' ��. , L..-�+:.I .:..ram + PEA • • .\ ,\ \j GRAVEL �/ •\ .\ .\ ,\ ,\ ,\ .\ 6\ /6/. I ( ( COMPACTED SUBGRADE 3' SAND FIBERGLASS PIPING '10 SECTION THRU PUMP ISLAND 3/4' RADIUS (TYP) 6" (243 BAR (CONT) #3 BAR 18' O.C. 6X6-W6XW6 WWF A. N �\ • 3" SAND 11 INTEGRAL CURB 3/4' PAD. (TYP) 6• 1'_q• FIN. GRADE cv \ (3) #3 BAR (CONT) 1 . 3' SAND CURB b OUTTER #3 BAR v 18' 0. C• ASPHALT PAVING 6X6 - W6XW6 W. W. F. (ALTERNATE: CONT #3 BAR o 18' E. W. W/3' MIN COVER) ....�:rr. —�.�.i r�—+�-+r •-.,•.- :`.: .ter--�""`: �-.-�-� •'�i- All As CD 3' SAND 1 CONCRETE PAVEMENT SECTION 6X6 - W6XW6 W. W. F. (ALTERNATE: CONT #3 BAR o 18' E. W. W/3' M I N COVER) 77�3' SAND 3'-0' THICKENED SLAB ASPHALT SURFACE COURSE ol Cn w Q ASPHALT BASE COURSE > \ i PREPARED SUBGRADE i FULL DEPTH ASPHALT SECTION 36' #3 DOWEL ON CHAIRS 1 1/2' (18' INTO EACH SLAB) 6X6 - W6XW6 W.WF / 1 N ' r . . �f,. �r•w +�r�. �r+rrs fir.. . ., w. A. 3" SAND / /� /� /� /� /♦ /♦ /� /� /� /� /� /� /� /� /♦ /� /� /♦ /7/7 /♦ /� /♦ /�' 5/8' #3 BARS o 18' EACHs WAY ON CHAIRS 1 1/2' 3' SAND FILL 5/8• 1R' 1/4' RADIUS (TYP) 1/4' MAX 1 1/2' ELASTOMERIC FILL ?• . •. • . �. •.• 0. 77. 3' SAND CONTROL JOINT w 0 h i 0 a 0 g 0 '5� Zu x W oa O O O H 4- rn Z > W cp (c Q O CJ� � � cc z LL Q 9-0 r c) w CL O E cn U g Z C.0 z 0 y Y cc W f` y 0 t a DRAWN APPROVED JAR SSA acALN T S D�- 1 2-84 169 70 PROJECT NO DRAWIMO NO 8-0025 SHT 2- �a k. 4- g• WADE •W-8610 NON -FREEZE POST HYDRANT CONC. FILLED 4' DIA. 1 GALV. PIPE ( STD. WT. ) PAINT BLACK LETTERS N v FINISH GRADE m X . 4' X4' W000 POST T E N ( � 3'X3'XS/16'GALV. •� CUT TOP OF 1'X2' j ANGLE 3'-0' LONG POST AT ANGLE 2'X6'CR COUNTERSINK BOLT NERDS E I IN. GRADE I (.• -''o - - - r"` 6'0IA. GRAVEL 6 5/8 4'X4'POST 1 , in DAR I N CORE TE o i o, :t6 S/8' ' 'So POST TOP DETAIL —^ -OR 8'0 ' 1X6 I' 0' o I ' CONIC. FDN. ERNALLY ._J NOTE: IN FREEZE AREAS i� GENERAL NOTES 1. ALL LUMBER TO BE ROUGH U MIN A T E D EXTEND FOUNDATION TO 6' BELOW FROST LINE L1/8'COPPER OR M SAWN CEDAR INCLUDING YL I C FACE ALUM. TUBING TO ; POSTS DRAIN I 2. ALL BOLTS TO BE GALVANIZED 12' 3. FINISH ALLOW FENCE TO DIA. 3/4'WATWA V F O U N D A T I O N D E T A I L WEATHER FOR 6 MONTHS.THEN - � ER LINE COPPER WATER LINE APPLY ONE COAT OLYMPIC - ELEVATION STAIN `816 BOLLARD HOSEBIB DETAILS IO'-E1' BLACK POLE SQ. FT. I . D. S I GN SQ. FT. PR I CE S I GN SQ. FT. D I FSEL PP i CE S I G APEA= SO. FT. TYPICAL I.D. SIGN & PRICE SIGN 1'-4' SO. 8' DIA. BOLT CIRCLE FOR 4 - 3/4' DIA. X 8' 8" 30' LONG GALVANIZED ANCHOR BOLTS. ANCHOR 1j BOLTS TO BE FURNISHED WITH POLE. IN- STALLAT I ON BY G. C. N LIGHT C0� 2' PP 1 ' GR( 3/4' ANC °D I J VI. TYPICAL YARD LIGHT DETAIL SCALE: 112'=l'-O' EEL POLE D BY EXXON OF POLE & A. B. G. C. ) -ES BOLT CIRCLES 655 UNIVERAL B. P. FITS B'-11' 6 11' S5-3 ]1' Y GEN. CONTR. ) CH CORNER) J (INSTALLED DUIIPSTER DUMPSTER PAD 10'-8' 4 10'-0' 4 .4 REINF. qON.C. PAD - PLAN NO. 14 GA. PRIME QUALITY BLACK HOT ROLLED STEEL ADAPTER CHANNEL PLATE W/SWEDGE NUT AND FASTENERS 5/16'. PANEL 6: CORRUGATED PANEL SHEETS NO. 20 GA. COLD ROLLED WELDED TO NO. 14 GA. HOT ROLLED BOX CHANNEL TYPE FRAME. SEE SITE PLAN FOR CONC. SLAB WITH OR WITHOUT CORRUGATED ENCLOSURE. CONTEMPORARY WOOD FENCE c 'OLE :ONDUIT STUB -UP PROJECTION GROUT /4'DIAX30'LG. NCHOR BOLTS 2 TIES • 12'0. C. 4)•4 VERTICAL 1 • EACH CORNER) j2'X3'XO. 065' STEEL POST CV 12' SLEEVE W/LOCK BOLT BY SIGN MANUFACTURER A/W SIGN POST A/W LIGHT POLE FDN. DETAIL NOT i CONC. TO BE 3000 PSI • 28 DRYS GATES: HINGES WELDED TO ONE SIDE OF GATE W/GRAVITY GATE LATCH FURNISHED o W/ALL NECESSARY BOLTS, NUTS. AND SCREWS FOR MOUNTING GATE. m CAP NGE DST 21TCH WHEN SPECIFIED ON SITE PLAN: FURNISHED 4 INSTALLED BY G.C. AMFAB NO. 900 MODEL 'C' WITH DOUBLE GATE 8' X 10' X 6' HIGH WITH HAGER •1804 STEEL BUTT HINGES (4' X 4'-3 PER GATE). ELEVATION TRASH ENCLOSURE DETAILS 49. 31 - 11 D5 i1�ri � d . ��'it•7 E 0 �I I _4�• Q0 >_ DIESEL MPD—C MPD DISPENSER ELEVATION 5'-4' _ 2'-10 3/4' B' CONC. W/6X6 10 W. W. MESH PLAN I I I I 6 ' I I I I OI I 5 ' I I N I I 4 I I I I 0 En in � 0 n s n to I SEE A/W LIGHT POLE - ; ; — — + SEE A/W SIGN FDN. DETAIL I I I I 1 I I ' I ' ( - - - -- FRONT ELEVATION MK DESCRIPTION FURNISHED BY EXXON 1 LIGHT POLE INSTALLED BY G. C. JET PHILLIPS • SP-1044 8• BOLT CIRCLE ELSCO • 10-SS-3 ' LSI • PI-SOW-10 ' WHITEWAY • 41018-094 ' 2 'HOSE GUARDIAN' MFG. BY DURO MANUFACTURING. INC. (OPTIONAL) FURNISHED BY EXXON *SO-31-R INSTALLED BY G. C. OPTIONAL COLD CLIMATE HTR. (SUFFIX 'H') 3 TOWEL DISPENSER MFG. BY DURO MANUFACTURING. INC. (OPTIONAL) FURNISHED BY EXXON SUFFIX'W' INSTALLED BY G. C. FINISH: BLACK 4 BOLLARD FURNISHED 6 INSTALLED BY G. C. 4' DIA. GALV. PIPE (STD. WT. FILLED W/CONC. PRINTED BLACK FURNISHED BY EXXON 5 AIR/WATER SIGN (FREE STANDING) INSTALLED BY G. C. 122 OR. STEEL FACE 2' X 3' X 0.065' FACTORY ASSEMBLED SIGN POSTS) 6 OIL CAN OPENER MFG. BY ELKAY (HINGED LEVER ON SHELF) FURNISHED BY EXXON HOA-7C-440 INSTALLED BY 0. C. 7 _ LIGHT FURNISHED BY EXXON INSTALLED BY G. C. JET PHILLIPS •MMAV-175—SMA—AR ELSCO • 17S-MH-STO-DP-120-L-8L W/2'- ARM LSI • PIW-175-SMH WHITEWAY • CAS-17S-SMH B PLASTIC DRUM COVER W/16 GAL DRUM — — MFG. BY DISPLAY CORP. INTERNATIONAL (DRUM COVER HAS BLACK FINISH) FURNISHED BY EXXON HOP SC-088 INSTALLED BY 0. C. AIR WATER UNIT DETAILS DATE REVISIONS 4-3-84 MISCELLANEOUS REVISIONS BY CHK E7�ON COMPANY, U.S.A. AN U rl 10FVONO0IMCAAT = C F maketkv Dspsrtrlm raw Estate & i10 DATE 10-25-83 DRAWN BY C. F. ISLAND MODIFICATION SCHK CALE BY YARD DETAILS CA PROJECT IVq- 0 4 3 D11C*STEP 4 RAS W. DWG. "4� OFI 4F 1§074A-0 0 1 " 601r /kYr DQ� RD FO UN I B � TOP 81 BOTTOM 4%12N horizontal decorative members furnished with signs. 4VV rlrZ I" Elec. conduit stub up 12"Above 10 �INIo:>N 6QA.0e •I , I j, % ,f ill l 11 . O ZY 1 �afili� o• C1M� ►I-S I%3u � G 1 APP(�G� CfiA�'E 0 -� PWW�H-Z-L�r2�- ",n Note Plinth part of monolithic5 '.Yr• footing. Sq. off it 3 TIES AT 16" O.C. I' below top. Reinforcing steel for number and size of bars ( see scheld.) I I � � n No.3 ties at 16"O.C. - No.3 ties typical - � �s G 1 M I It- ---- —1 M0 0 Li 3�4 HOLE FOR , ELECTRICAL SEE DETAIL BELOW 18 N-) r;IGN TYPE O I r I I HOLES BY POLE MANUFACTURER FOR I.D. SIGN - lei TACK OO C . C 55 I. D. SIGN ANCILLARY G PRICE SIGN F C PRICE SIGN MOUNTING BOLT HOLE LOCATIONS (by Sign Erector) I.Q. Sign Size 30 40 70 Pole Height 20 25 20 25 25 30 Sign Type O O O J O 4 O 0 0 J �J �"J Ij) \ CV 00 O M O CO ,— — rn r\ .- ON M G 3'-10" 41-51' 61-911 SEE DETAIL THIS i_-L_Y�_� ,1 SHEET I 314� x 6' LONG I I BOLTS, NUTS 8< LOCK I WASHERS BY SIGN ERECTOR FOR PRICE SIGN MOUNTING ONLY. j8 � HOLES BY SIGN i i ( For all pole, except Model 70 / 30 H ERECTOR FOR PRICE I ( which i; 6 ) SIGN I I ELECTRICAL HOLE BY BY SIGN ERECTOR FOR PRICE SIGN ONLY I I 4" Width for all poles except model 70 / 30 H which is 61 14 I I 1� I I I� •1 } � I — i I I'd � SIDE VIEW 01 i BASF P�' C>r-4�1 HOLES FOR A.B. - )►AMETER"D"(SEE SCHED.) �,dC"x20 x II-01 PGR71AL. E,! EVQTL-)KU FIN1 GAT POL1= FRONT LEFT R�2LIE REAR GENERAL NOTES (1) Steel -Steel fabrication 8 erection shall be in accordance with current A.I.S.C. Specs. (2) Poles foundations and anchor bolts designed for3O/50 pounds per, square foot wind loading as noted. (3) Pole material to be A 500 grade"B; Fy = 46,000 psi. (4) Welds to be made with E70XX electrodes. All welding procedures to be qualified. (5) Welders to be qualified in accordance with A.I.S.C. Spec. Sect. 1.17.2. (6) Painting - 1 coat (dip) zinc chromate primer. (7) Anchor bolts are to be furnished with poles. Each anchor bolt shall be furnished with three (3) heavy hexagon nuts and one (1) circular washer. Anchor bolts and nuts shall be per A.S.T.M. A-307. Washers shall be per A.S.T.M. A-325. (8) Foundation is suitable for installation in firm soil having an allowable bearing value of 4000 lbs. per sq. ft. or more. In- crease foundation size for poor soil bearing conditions. (9) Foundation must be poured against undisturbed soil, or soil compacted in three (3) inch layers. Reinforcing steel shall conform to A.S.T.M. A-615, A-616 or A-6M, steel to be grade 60. (10) Exposed top edges of foundation to have 3/4" chamfer. All conduit by installation contractor. (11) Concrete to test 3000 p.s.i. at 28 days minimum. (T2) Ancillary signs bolt to I. D. Sign above POLE a INSTALLATION DETAILS) SIGN SYSTEM AR E AS INSTALL. TYPE SERVICE/PRICE SIGNS TOTAL SIZE INS . FT. 1 NONE (I.D. only) 30 40 I 70 2 ONE ANCILLARY 50 62 111 3 TWO ANCILLARY 70 84 153 4 PRICE SIGN ONLY ONE ANCILLARY W/PRICE SIGN • 70 90 164 5 90 112 206 6 TWO ANCILLARY W/PRICE SIGN 110 134 248 POLE MANUFACTURER SIGN ERECTOR_:,11se ,ee )rice sign ,icurl-ing hole loc dole Pole Major Wind Max. Base Bolt Tube NCHOR BOLTS Actural CL TO CL Foundation FOUNDATION MODEL Ht. Ft. I.D.Si n g Load Sign g �� Plate Hole Dia. Wall Diameter Length Sign Poles Depth REINFORCING "A" Size #/[]' 'In SIZE Thickness "D" Thickness „Y1, „Z„ Width 11B" Below Grid No. Bar Sq. Ft. 1C11 11L 11 11X" Reqd. - Size 30,/40-20H 20 30 30 112 1� 1.00" 1 1/4" 0.1875 7'-411 7'-8 1/4" 92.25 4'-6" 6 7 50 6' -011 8 6 ; (88.0" 1 I �8' 27 40 30 8'-1 1/2 8'-5 3/4" 101.78 4'-6" 6 7 50 6'-0" 8 6 N (97.5") 30,/40-25H 25 30 30 134 1.25 11 112" 0.25 7'-411 7'-8 114" 92.25 5'-6" 8 6 (88.0) 50 � 7'-0" 8 7 40 30 11 1 318 3 1 " 8' -1 1/2 - 8'-5 3/4" 101 .78 5'-6" 8 6 50 1 11 - I ( 97.5)" �� ; ,�,, 7 70 30 206 ll'-3" ll'-7 1/4 139.25 6'-6" 8 6 70/25 H 50 1.375 1 7/8" 0.375 1 3/4" 39" 81-611 8 8 70/30 30 70 30 248 1 5/811 0.3125 1 35" 7' -61' 8 8 70/30H 50 6" X121 1.75 2 1/8" 0.500 2" 4111 III-9 /4 141.25 10'-0" 8 10 ia" +U" II a�z� slip � I I WV r- F: r_otE oPd,-I011w`�1/2� x -xrt 4-lAL\/au177 �Ea i Y x 1 I 1 +0 H a4p µ-�2 ,�I-JGNol2 l-� 1 bU��IL- 31.,1141 U ETA i L. r AC H Poi., 1r, II - 12'x 6"x C see to ble D2IL� �. •f'oP �02 -� b21i.1. A 4A-PP C.I-4h^P 'bQ Gp. WIC I 11 I %8 x 20'x"C 11 I I j�GONDuI� I Nliet�PR��f'G 447/7- 8 BIaRG GrD, � d Il ,I I I M i 141 III �A>z 11 �,I�I,,o, SElof,.i '�H{z� NA�.t®LADLE F- I 1 � / 2- 6- 32xy2 Lg. S.S. FLATHEAD MACH. (---.-- - --,I SCREWS = N ■ table �PLATE�- - -r-� - T S. 12 x 4 x E (See able above) o r 12 z 6"x L" 3/16 x 411 o( I' - 0" Varies - _DRILL 8 TAP FOR GRIND TOP CAP TO 3 I 0 bR 1_ 11 � *6-32 SCREWS MATCH RADIUS OF TUBE 1_ - �16 x 6 4c iQ4tp« I12,-4x L1) REMOV BLE TOP CAP- I" x I"x y4x 2"Lg �s 3ll yt M gRp.ID Sr1�'iH C O N T. WELD TO _ 7 .� ,a"� HOLZ6 � %1 TOP CAP (2-REQD.) M6GH•�Lf (I/� - ICv ul�fG :lI'4� g/I� _ , ' .' � � 2r- T.S 12x4 x11L" - „ I 11 11 3/16x 2/2 x8 p i 1 I j2 Nuts to R - MOUNTING PLATE JFOR �3�16 1/2 NUTS (Nut; welded LL — to platel gj TOE TOP COW ECTION F' ion tD- 0 c 0-019 a o _ aJCo 0 01 21 o 0! m C a U r (� .- �. oZ C 0 U m on o Iacan = 0. v 0 o a IA Sim M c CL �0 0 c� d ` t E0 o = QE o $_m — a o a,� o o mo CLvim'm c c' E E CC a �0.0 V S P C U ` c - 3 - G > O -K 0 J= p C U � RUC ":Co NC14 m. N m ti C, Co rm 0 Z O W Q W J � W Z �O Z F— Q V J W 10- U) s 3 Q 0 � c7 Z 10K Fr W ui w '0' W Z w Z Z Z > o w 0 .a > Z " Z O m Q QVa o J LL Q z_ z 3 Z ZW CL w UJ cc O a < a 0. U o J 0 Z z 0 po w Y ~ �O a:U V W Q W s ro �' DRAWN APPROVED SCALE DATE MICRO -FILM N0. 9/8/82 PROJECT NO. DRAWINO N0. 721 ]_ *-65 I a J � I I I I I I *,re W-a " o I VA P ' 4� - �45 � irL�bL-o- �_ Co� � � i ✓ riJ,�4 it 'Ile 1%2 0-r ' � 1"�.{c`LE . �LEGr`FZIGoV A��r�55 4 i-� 4 1 JT Ityr .u�-:g L, 4b0f r4P A, N/4. jlip VOG�Grj " .�✓81 � I I/` u � I� A I I I pow I li 'j0� ��G�'IOI.J y✓ plL�r•-i�-�-� 14 0 �, -� �U � A � 7j I S AAA � -j'L�1i � �✓Ii0'I 05- 4 cv "e,k`' , LIJ o � � o W � c) o LL Q �co �W J Q o � cc coo 2 � a �o ►� D >C V' z %i�vE►2A1� 42�1.1Gr%M�t�tS Q DRAWN APPROVED v ,6eZo �I�✓M� SP�IGE D i?L11 Lrj FDATE I PROJECT 358 ?aDI.� �✓^ E-b.. V z� 14 I i 40 17) in CL Q, SCHEDULE OF PIPE PROPERTIES CODE MARK PIPE SIZE AREA (l N=) WEIGHT PER. FT SECTION MODULUS Q - I 6.625'x0.260 5.6 /8. 97 1 8.5 �)-2 8.625xO.322' 8.4 28.55 /6.8 0-3 10.7504.365 /l.9 40.48 299 d -4 12.750X0. 375 14.6 49.56 43.8 � -5 14' , /6.0 54.57 53.3 0-6 16" X 3/8 18.4 62.58 70.3 _ Q-7 /8" x 3 20.8 70.59 896 _ - 8 20', 3/ 23 / 78.60 111.4 0-9 22 x 3i8 25.5 86.6/ 135.4 (D -/0 3' 24 X � 278 94.62 161.9 -I1 26- x 30.2 102.63 190.5 �-12 29' x 3" 32.6 110.64 221.8 0-/3 130 X 516 29.2 199.08 214.6 -14 30' 3/ 34.8 118.65 255.3 � - /5 132 X 3i8 372 /26. 66 2 92. 0 0-16 13,d 3 396 134.67 322.0 (�-17 36 x 5 35.1 ll9/l 319.3 0-/8 36 x 3 42.0 142.68 370.4 �-/9 36'x 558 /89 57 48F. / =20 142 x / 49.1 /66. 71 506.0 �-2/ 48 x 3/8 56.! 1190.74 663.0 22 48x li 74.5 253.65 18770 TA B L E No. l SAMPLE DESIGN CALCULATION.* EXAMPLE. FOR A COLUMN 110' HIGH IN WIND ZONE 5 FIND PIPE SIZE AT 50FROM TOP PLATE. F�REP� OF S1C�tJ = Ron' � • NE\G�H� nF S�C�N _ �j- C7" 2 on 0 x l00 x s4. S - :Bvi 00 \C� x 1. 0, A - Coto x i2Psf psfx 45 _ 1-R,BvcDff.- 1d Y, 154 x .lob ,c 50 )(, 35, cb)45n � �- Ibs \(� x1.S)(,.Lol0X 150PS4x25' _ \213-7o�f,-\bs. � d Y, A . x SO Fs f x \ 5' = 91 0 50; vt:s x E>0 P S 4 x S' 70740- 4i'110 Ibs -7ex 240 x3g 24� x3g �. Ilo1.g- ��1L 1250 1200 1150 1100 1050 1000 950 900 850 800 750 700 650 I o s H O N T t U DR e i I i v gUo �� VT. o o ::: ;S. D W I .., .•.. NE N :N Y MASS. V / ', TqH �- I .�1 ':RICH . 0 A� ► it:•. • :•. :•.: ILL ' P A CONN i 3 ► C 0 $o : ; .:•: •: ND. C _ Q (\ ► ► KQ. N MO;. - w V A. DEL. • A R I 2 MD. ,o 'A + 7E• OKIA< c 4! � 1 R K TENN - O � ■ ■ n ................ ■ C inooK winds ssMISS:ALA;:: GA S C. O :••-'•A-•-• •': Santo An winds L:A:::: Co. ♦ ♦ Wasatch Mountain winds ♦ A Columbia River Gorge winds _1 Zople --- Q p s f Wind pressures were computed as follows Weather bureau records through 1951 of the fastest mile velocity of onemometgr level were reduced to 30-foot level by _ the one -seventh power formula. The reduced velocities were - -}- multiplied by ; 3 to account for gusts Impact pressures corresponding to gust velocities were then calculated. q5° Finally, to ob+atn the design pressures, a shape factor of 1 3 I (the effect of the combined inward and outward pressures on � 900 850 800 �50 1 exterior surfaces of ordinary rectangular buildings) was applied. 1 0 Fic. ]1. �liniri urn a 1ONk th1e ie�-itltaut wind pres ures (ASS A51s.1-1955) W/AID PRESSURE AT VARIOUS HEIGHTS -ZONES ABOVE GROUND WIND - SURFACE HEIGHT ABOVE 6RDUN0 IN FT WIND PRESSURE MAP AREA S(PS _ 20 _ 25 30 35 40 45 50 C� To 2 :9r / 5 20 25 25 30 35 40 30 Tili 4 9 20 25 30 35 40 45 50 50 TO 99 25 30 40 45 50 55 60 /00' ro /50 30 40 j45 155 j60 j7O --] j 75 _W / Ni9 PRESSURE TABL E -TABLE No. 3 GINERAL NOTES 1. eTssL a. ALL REINFORCING} BARS TO BE Or NEW BILLET STEEL AND TO NEXT AM SPECS A-15 AND A-305 b. ANCHOR BOLTS AND HIGH STRENGTH (H.S.) BOLTS TO BE O>E AM A-325 STEEL AND TO HAVE CCHPATIBDN HEAVY MIX NUTS AND WASHM. a. ALL STRUCTURAL STEEL TO BE Cr AM A-36 sTEIL, PIPES MAY BE AM A-53 TYPES E OR S, GRADS B. OPEN-MMM STEEL CR An STANWD SL, GRAis D Pin. d. ALU WABL11 STEEL STRESSES IN ACCORDANCE WITH AISC SPECIIrICATION'FOR 2112 DESIGN, FABRICATION AND ERECTIOK OF BTRtK.`TtMAL VML FOR MII.Mti► TEB»NUARY 120 190. e. ALL STILL MAIX IN USA. 2. CONCRETE a. CONCRETE f'c TO BE 3000 PSI IN 28 DAYS. HI -EARLY snam TH CODE MAY BE USED AT THE CONTRACTOR'S OPTION. b. ALL FORM WORK SHALL BE REMOVED FROM COilNCRZTa. c. ALL FOUNDATIONS BEAM BE POURED IN CNE CCNTINUOUS OPZRATIOI AND WITHOUT' COLD JOINTS, UNLESS NOTED OTHiffarM. . dHAYS ITT _ R>eINFORCIIR3 BARS TO HAVE A 1[I>K.MBt Cf 3" CONCRa'T= COVER E7CCiPT WHLrRB MrAIM OTHEMiISE. e. ERECT COLUMNS ONLY AFTER CONCRETE HAS GAINED A B MlR)Tit OF !' c � 3= PSI, If 3. FOUNDATION 4. a. DESIGN OF FQJRMTION BASED ON ASSUMED MINIMUM BEARING ST]t Gq% (F 3000 POUNDS PER SQUARE FOOT AND A MINIMU1M LATERAL STFOINGiTH OS 200 P'SFlFOOT AS DErINED IN CHAPTER 29 of tMe im EDITION Or U u7m BUILDIAG CON. QLMSTIONABLE SOILS TO 132 VERIFIED BY A SOILS TUSTING LABORATORY. 1, FOUNDATIONS DESIGNED WITH A MINIMUM FACTOR OF SAFETY Cr 1.5. e. SPREAD FOOTING DESIGN BASED ON PROCEDURE SUGGESTZD BY E. CZNR1M C, HYDROCARBON PROCESSING}, "FOUNDATION DESIGN GUIDE FOR STACKB AND TCWXRO►" THE DESIGN MEETS ACI STANDARD BUILDING CODE 1UlI1tM 7" FOR REINFORCED CONCRETE, 19T1.--- d. M DESIGN BASED ON PROCMM SIMGESTED BY 1. C7.ZMFIAa, C0NWjd=, ENGINEER," DESIGN CRITERIA FOR EM NDMIT MP FIZRB." a. WELDING SHALL CONFORM TO ALL APPLICABLE REWIRMWS OF THE LATEST EDITION Or "STANDARD FOIE FOR ARC AND GAS WELDING IN BUILDING CONST'R X- TION" OF THE AMERICAN WELDING SOCIETY. b. WELDING SHALL BE PERFORMED BY OPERATORS WHO HAY! BEEN w ALIFISD WITHor THE PRECEDING 12 MORNM BY TESTS AS PRESMMIND IN "STANDARD q ALMCA•. TION PROMURE" OF TM MRaCIAN 1RLMNCI SOCIE'1''Y TO PZW M = TM Allift 5. PROTECTIVE COATING} a. ALL BLACK STEEL ABOVE CONCRETE PEDRSTALS SHALL BE CQAM V= S� FOLD WM SYSTEM, OR AN AP'PROVlD I6IJAL. COASTAL AREAS - 1ST COAT: RUST BAN AK6272 ORAM) 1.2-1.8 MIL 29D COAT: RUST BAN IUc6M DARK MAN=) 1.2-1.8 MZL 3RD COAT: RUST BAN AK6453 GRAY) 1.0-1.5 MIL INLAND AREAS (100 OR MORE MILES FROM COAST) - 1ST COAT: RUST BAN AK" 49D) ED) 1. al.'j N L 2ND COAT: RUST BAN AX" 1.0-1.5 MIL 3RD COAT: RUST BAN A164S3 (GRAY) 1.0-1.5 MIL b. SURFACE PREPARATION, MIND[ D1tYI1R3 TINX AND MAIDM F KXMJIEI TD B SHOULD BE N ACC UIDMCE WIN MAXU rAICTUKXR98 11 0M WI A?IM FOR THI a. ALL FIFA g0KNECTIONS TO BE RWOATED 1iITf[ !'Y1lE AOA!!I'I�1 SYSI= IT COATING IS D%XAM BY FIRU INMUMIll 6. cotn8 a. SCHEDULED COLUMN SIZES ARE THE MINIMUM SIZE MCH MAY 33 UEED. SUBSTITUTION OF STRONGER COLUMNS OR XXTIMIm LOWER COLUJMN SILTS FURTHER UPWARD THAI!N SHOWN WILL BE PIRMITTED. BOTH COUN N FCM TU TWO POLE DESIGN SHALL BE SffiITICAL. V. MINIM M REgJIRED SIMOIN MODULI FOR THE C'O[IMIS ARE LISTED IN TAWA #2 THIS SHIRT. a. EACH COLUMN SECTION SHALL DE WITHIN I' OF Pme DA DOTH = 1UC?AIN N N PARALLEL AND PERPERRTDICIJLAR TO TAM MAjt AILS Qr THE SIDE. (7) O) M '4 co 00 rr, f�_ cv Ln 01 N N rn t7 Un Ln l0 r~ N N M T. DSBZGO WIND LOADS a. THESE STANDARD DRAWINGS APPLY TO "WIND ZONES" 1s Qs 3, 49 59 69 i 7 N o, co O o, rn ao ' N �f N IN THE CRIINOOICANTA AEA, WAS/ATCH, COAiMMMRX♦]Q GOUGE OT'!! I} � l0 00 N AS tUYINED BY THE WIND PRESSURE MAP THIS OnINS TO= 14CATSD O O V N 0 N N N rh rn � v� l0 � co N rn �D O co rn rn � co m '`� N � - °i N SPECIAL Wlibl AREAS SHALL BE DEBT> M AC(�tDII10 TO 'AM SHMU u7 r` CO O ' a �7 u� r` ao O O N Cf �n c0 N N ''� q MWIR�B SPHCIIZED BY A LOCAL DCPER'T CONSULTA*T. b. DESIGN WIND PMJREB ARE ♦ARIABLX WITS HEIGHT AND M M AS LIMED IN � 7 /� p TABLB #13 MM SHED?. O c0In,N N cD ko l W o, o, � n co ao r• N rn N / H BL . E NG. 2 c. PRi8St1Rs8 M'1A1x IE ?A f� ffiB BAIT ,APPS.T ?0 !7�! ao � aD � � � � � � � O ao O '� �t °p �n r, ao O ' Ct �n ^ ao O O N v �n Un c0 cy N �t SHAPE PALTER IS APpTA TO PIPS Osaw M.1 co ,.� r\ In ^� O a0 m ►� cD rn O ~ oD '� '� CO CO r N N N d. WIND LLIADS :Y'.IIIE OOQU1iED A8 A E� w1E`i � a0 r., t0 co � � N rn O � ;t � v� ' r. ao � � M � v � cD � � O O N r7 v u� � - j 0 N O O O Ln h N lD N V N O �? N 'D to In '* In � - (D n a0 Ln U , 0t a0 a0 N N CO O �t' tD N N N � a0 � -� � ao N N r\ rn O >^� �t CO ,r, r` m � � � `t � u� c0 r` ao O, � N ,� a � � � � � � N N (V � rn 8. A OOMPiili S!! Or Aires a tQi Jff 1I '!!I0lIQ AM ;EsiI101Im I oc00,0,No)�No,0) 0) Ln�0N'n No�,�"�,`°o' W4 W) vN� I��taO�' o, _ N tD a0 N cU raj O `) Ln O N aD aD tD a0 U O "� ap �, r\ a0 O = V it � (D N a0 ON � � N � tf �t in COtn a N � N � � � N O o, ao t0 u� rn N ►� tt c0 a0 O O r�r� u O� u� � '`) �0 a0 N � � O N v cD CO M V O rh U) N tl c0 � c0 ,.� r~ 0A n- c0 00 V N CA �16 ON rn aD Q 'n aD h 1� -, N N W) m --. M . •� N N r) r� �. CV N ry) n N (V N� N N (D ,n a0 M v N .S �. h vi NK)o N w N `n ao ^� O� r` ti cn o0 co o� r<, O' `r' O O ao ao o) r` � ko a0 O �nOil, N 0, N O � 14 (D m c0 � d '�? N M � ON 40 � ON � aD V o Lr' N u' � - N O rv� 0� r� ko aD rr) N � rr� p n rn N N N (t) � N �i1 �. 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PIPE S1ZES PARELENC�-Cl-'tS- 1 F L n N C7ER `.Et�►G�•� NS r- PAN PEE S't-�C�W ti� Q PEE t�/`C>R.E E ~�C�1�10 ►�\ G Pam\... -C Hrc.�( N�t�`l PEE SuP,S�\'SU`CEc� P�U'� P."C Ia.N`C SELEC-CE.C� T1r-\f�� NOW rtic�\G�•�Ep, 4. "ZOI-4E \S C�EFINEQ C�IV 'SHE " W�ti1D C�2EySURE NMP,,P T-oul ACC nti� S4-1EE'C 35£� • E - 2. T�-11S REFERS Tn TF-\E P.,r-'TUtb. S\C�1-.l 11.�S�P.LLP�T\0�1 PO\ NT fi\JC7 'C\�� CL�RRESPnN,n\ t�1C� C7ES\c�ev W \ ti1C� PRF:SSURC: , P.P�u'� SHE. C.ONG'RE"�E PE'c�rc5"C1�\.., W 2 O cU u� to N G Nrnen�r�raa "C rO a to to to ti G 8 88 88 6 �G a �o to 1�- r. W ao c I I I I I I I e $4&e�� C r, ►� co a o, O I I I I I I ae-4& .0 to co co ch O I I I I I I 8 4 ,C O 1 1 I I I I I C Co p O ti {n I I I I I I C $4&e e e C O n N ti Co o, G 4$-4& C 8 e 8 8 8 8 to co O, O, \ II I I �/ I�y I Q I V n� C \C\J N I I i t I I I C $84& $4&e G v r\ ao rn \ N N N N I I I I I O 8 e1& 8 4& 4C) .0 OD M N � N O I I I I I I I 8 e 8 O, O, N N N N N N C I I I 4& 8 8 8 4& rn v v cp tD tip Ul- zi 150' NOM. 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'H 2 � " (V � -* N tD ti N N N N N M M M N l i l l l J I 88 $8 -e $s M) I I I I 8$@$8@8 4&$ 'tt to cD W W I I I I I I 88 88 8 �t in to o I 30 NOM H �� c� Cf 4n t0 ►` W 2 N MW)l ~ 2 N �- N �n tp r` N I N I r) n I ro I ro I e N I s88 I 88 � I 8$@ cn I to I N I n I n I n I 111;t I I N I $ N I $� n I n I @84&e M I v Nt ro I M) I V' I V I I;t I I $ M I I *t I $8 Lf) I In I (D I $ � I 8$E�86 I 8 ►') I V I V I in I l0 I 0 I $ { I $ `n I I to I to I I r• I I co I a I► tD W I tO I I ti I V I I @ to I► $4 tD N I r` I $ cD I ►. I to I r` I N I co I z I rn I in I to I r- I r, I Co I ao I o, $$ W I Co I co I o, l rn i O i to I to l co l Co l o, l o, l O j j 1301 NOM. I H 1 120 NOM. 1 H //0 NOM. H �100 NOM H 90' NOM. l-1 80' NOM H 70 NOM. .H C C z z W Go o V_' tl) m V W cc cr W o cl) V z z W = cc cl) a a W = 0 co z r- W Y Q Q i c ? 4�_ 2 O (,� vl J � O Q � O 3 � cOv L` �1 O 0 `� cr V ti L C� O N ►� co V) z 0 W DRAWN APPROVED aJONES SCALE NONE DATE PROJECT 5 - 25-72 1,358 SHEET 358-E- 4 0 I 0 J 5A 0 oj ZG C co 1 � L y �Lp S��P� �S cc�eJ� ,Nuc7US C3E� ..'JEE�1 '�C�LES � SHE n\STANCE FFzc7M '�Hrc � �F FnN. 70 THE EnC=E CIF � SEE �_E�( PLANS X X FOUNDATION PLAN TYPICAL SPREAD FOOTING sc -�A n 3e x a �' • 4 fit, PIPE COwMN 1 = 3 y _3 y \J 0 o v FC>R REP�I�R. S\ZE E SPAC\t�1C� I � \ Fn� C��LUMN gP`SE c�rc`CP\`.S SEE FC�N. SCi--\EC�ULE UN ° 1 SEE SHEEN' 35E'>-E - lo. SHEET 35f>- E - to 6 b 7C)7 FR6F3�71 h S n n - a c 5 a 4 elA a v o F5077 n M RE %NR. .\ C C71_C� �C� 1 tJT CONCRETE PEED FnQ `' SETT\\JCS SA. TN\S S�-1EET SEC TION 5A — 5A Tp X KEY PLAN x D „ �- 012 - -- �/2 Pi GE COLUMN- 'F C>R . SIZE SrcE SHrcE-C - - I i Y _0 y �t FAN. E cc>wt'.A' 'l EX'CENn P�P�SE SECS \pN • ' t- - 34 CKfaMFER(�`(P,) - - i'CC7C� 12 OF P1EQ MP.Y PEE ROUt�1�� - - - - - 5B ' C ' C��UNn L1h1E - Y- 1 � I 1110„ o� I I FOUNDATION PLAN d �� TYPICAL PIER FOOTING } I 1 V X Old I � -,THICKNESS = a' - y ' ,� FnR P�C�I.T 1�2RP�NOEMEtV"C `• � C�1f�N�E�ER�a SEE FnN• SCHEC�ULrc S�-IEET 35a-E - (o x SECTION. 5C — 5C (ANCHOR P-— 2-REO'D EA. COLUMN) I F P1PE COLUMN- COWAM i P�f�SE UETh.\�S SEE' i SNEET I g, 1 =4 — I A a = •N1 5C - -- fl -- /� Po p D _v 'b Q A o b 6 D ✓ M611 P.>OLT G 1 RCLE � DETAIL — 5A 11 aj o �U � o �Jr '-9 _-9 D. SECTION 5B — 59 19 NOTES.' tJC)TES SEE 3 =_,e5 - E - 2. (2) A.LL ANC�iOR gC�L"CS 7C PEE AS7N, E PAC H F3U`�T "C Cy P�rc F U Rti\SHEC� W \Z H 4 kST NA lam- 32 S KE P�V�( HEX tJUT S. wE',_7D D�FZER F�N��, pOS\'T \C�N�tiC� \5 CQMPL.�cTE, C4> ALL 2E\NFORC\�JC� TC> HAVE A, M\ tJ\tv�ut.^ OF 3, CONCRETE covs;L UNLESS �JO-CEO. (Si 'CHE CAR\LLEC� P1ER 1Ao\_E SHP�LL !-�p�VE S1-1 t�RP �OUtVC��Z\ES v'mA V'_ Co C uT7 \' C>FZ DSRAZ\S /-7 lad 77OM OF Hc�\.-E 7\ME nF COl.1CRE'CE PpUR. C�� F02 C�\HENS\CAN P.>>C�,E,L,P, S,W � 3� b� d �•\ 9. SEE F f�N. SCHEC�V\.,E GIN SHEEN' 35Q5-E- (c, C1> F1N\S1-� CQ1�.1GR�'CE l��VE GROUNn. (T`(P.) (3) G�7N� R.AC•'CC7GZ tJ� f�.�( USE E\�KER SPREP�p CAR PIER F-�'X�'C1tJC�'� HQWEVER T�CPE CKC�SEN MUST PSE SHC1w�J Tc� F3E ?Dal=0 - SU\7Eo FnQ CnNSTRUCTiC71V S1TE, z z cr w w z z a w Z $ o � m W Q N LL1 D :D — V Z D z cc_ C Q (� O a = V o Z z z uJ Y w cr cr 2 ^^J �-1 2 �LL Z G Q � ~ � J G r O �J 0 3� Q �c cc O � o � O c' LZ L O ti N Ui V) Z 0 w DRAWN BF JONES APPROVED SCALE NO NE DATE PROJECT 5-11-72 358 4F 358-E-5 FOOTING MARKS /$ 2 30 4� 5� 0 7� 80 9� 10� ll� 13(P l4� /5� l6� No \2 - HnLES �::oR_ P1k_Ar_ •1c)9 P�C>L'cS. (SEE FC�N. ��CH n1J 'T\-1\S SHEET, i OR\EN`C A,5 SHOWN. - P�C7LT C1R.CLE I I' I I I I � S\ C�1J O R\El•�� '�\CAN �� i ,. NOLES FC�R P.NCI�OQ�_ -a./ I I I I I I t -- ` THIS S\-ircE�•i SP,o.C`C.C� — _T - C C�WMIJ y � I I � I I I I ♦ f" ' II 4 HOLE FC�R C�RP�1h1P.�-�E P�OLT G1RCL�r ST\FF �C. C nWMN PLAN 4L CLUN\tA 0 S P ►�E C� � 3C�° P.P P.R� . nR�Eti� 4�S SHC>W\J . TYP. -� � � r r. r•L � n � ` n N c a � �. SECTION 12 — BOLT ARRANGEMENT S�1PF. BLS 8- ST1FF, F�Sw/�\-\\C�IJESS"t SPA.CEC� no 45° P'PAzT nR1EN'� P.S S1-�C>WN --- cc�Lvrne it / S\Cott/ 'Z 4 1AU6..E FC>R C�Rt�\NP,C�E ��c E\.rcCZ. CC�NnU\'C CQLUMIJ PLAN COL.UMlJ SECTION 8--BOLT ARRANGEMENT Co � HQ\..'ES FOR P.NG F�C>LZS(SEE FnN, St 71d ;S ��1-1EE�C� SPP�C rt� toe PAS SHC7Wl�1. c Z H' TYP COLUMN BASE DETAILS _ aj}F 3qo �/� cnLurnt� 7H\C4 Jt-AESS mot" S PP�CEn no q O° \��0 4NOLE'S FC>�2 P.NG1-\��R C>R1EN� PAS S\-1QWN. 1 'T\-\\S SHEE�� SPF�CEC7 ' � 90� P�PA�R�• OR\E1.�� i 3C�LT 17L. x �/ <S'T\FF. �LSw/'TH\CkNESS t `g' Pl\CEO rz loC:' P�PI�R� . S1C�tJ C)R\row1C'C R\EN'C I�.S S\-1C7wN. S'T1FF. �. TH\CktVE55 t - w/ 2� NC>LE FOR CARP.\NP�C-�E CC�Ll1MP1 PLAN SEC TIC IN 6 — BOLT ARRANGEMENT SPREAD FOOTING FOUNDATION PIEP FTG. FOOTING DESIGN PEDESTAL ANCHOR lL ANCHOR BOLTS BASE f_ STIFFENER RE_ METER EMBEDMENT SLAB THICKNESS "S" _ LONG/ UDINAL DESIGN TRANSVERSE DESIGN WIDTH "P" THICKNESS "a" WIDTH b NO. REQD D%A. d ' LENGTH 1g." BOLT CIRCLE "B" THICKNESS 'T" THICKNESS Mt" HEIGHT "h, DIAif It 11 LENGTH "L TOP STL. BOTT. STL. WIDTH "W" TOP STL. BOTT. STL. -6 8'-0' 50 /8' 4 r� l0 5- 0 ,. 5� 18 # 4 l0 3- 0 3 /8 0-2' 4 3� 4 2-5„ 1 -2 / 8 //,0-6" 4 4 3-0' 15-0, I,- 6" 1'-6" 10- 0" 1 J'-6'' #5 6)18" 450/5" #4 ra) I S #5no 12" 5- 0' 6�-0' 5,S) 18" �5Q18" # 4 Q /0' #4 a 10 S- O" 3'-C° I/2 5j8 0 _ 2'' 0'-2 4 4 1" 1% 2'- 6' 2'-7 1'- 4 3 j /'— 63%4 13;4 13j4 3; 3j8 p'- G" 0-6' 3'- p" 3'-O" 151- p" 20'-0' I' -6" 1/1-6�' 12'-O" #50/ #5r�/7" 5Q12' 5Q9' 7-C" 7-6" ft 5Q18" 5Q18 #4 Q 10 tt4ra10 3�-6 3-6" 5� 5/ 0'-3" O'-3 6 6 1 4 1 2-8„ 2-9' /-8 I'-10" 2%4 2%4 3j8 3%8 0'- 6" 0'-6" 3'-0' 3'-O" 20- p'. 20'-0" 1,-6,. 12'-0" �5,0 17 '5/& 9" 8'-6" # 5� /8" tt 4 Q /0 3'- 6" 3/4 0'-3" 6 / /8 2-9 2'- 0" 2%4 3)8 O'- 8 3'- 0" 20'-0. l'-6" 13'-0"' #5eQ 15" #8I&I1" 9-6 #5�i8. #4�d /0 4'-0" 34 0'-3" 6 I/2 2'-9 2-2 2j4 3j 0'-8" 3'-0" 25'-0" I'- 6" 14'- 0 # 60 l 7 �`8� 7 g' _6" # 5 � /8' # 4 Q /0 4'- 0" 5/ 0'- 3" 8 � 2'_ 9' 2 - 4 2 %4 3/8 0 _6" 3'- 0" 25'- 0" I' -9 15-0 #6ez/6" �808" /0-6" �5a18 #4Q10" 4-0, 3%4 0'-3" 8 l�'g 3'-0" 2'-6 2� 3j8 0-8 3-0 25-0 I. /6-0' #6ns /6� #8Q 8' //,-6� 5ro i6' #4Q l0" 4'-6" 34 0-3" 8 II/2 3-0' 2-8" 2 j4 3' 0-8" 3'-6" 25'-0' /'-9 l6-�;" u I�18• #8�7„ lI-6 #" SWIG" #4�J10'� 4'-6 3 0' - 3+ 8 — / 8 31- 11' 2' - /0', 2 %4 3/ O - � 0' 3' - 6" 2 5 - 0'. I'- 9 l 7 - 0" # 7 r� / 8" # 9 Q 9 13' - 0" 7 ra 18" # 4 (z 12 4' - 6" 3�4 p' - 41' 12 13/8 3'_ 0", 1- 0" 2 %2 3� p' - 8, 41 — p" 0 • 2 5'- I'- 9" „ I8- 0 # 7� l5 # 9e 9 13 -- 6" 7� 17° 4 12" 5�- 0 3 /4 0-4" J2 3 3•_ p�' 3'- 2" 2 3� 3%8 C - 8" 5' - 0" 2 5'- 0' 1'-9' 2l 0' 9(Z 1-7 9" 16-0 #9Q15" # 8ezI1� 5'-p" T/8 0'-5" l2 13/4 3'_2" 3-6" 2%4 %2 d-8" 5'- 0" 30'-p" /'-9" 21-(l 9� 18" #11� 8" /6'-d 49Q/6" ## 8tz12" 5'-6" 7j 0'-5" � l2 1T4 3'- 1 4'-0" 23%4 -2 Ill 0-8" 5'-0" 30'-O" 26'- 0 /OAS l5' #1 h 7" /9'- 0' #/0� I5' # ' l0'' 6 -0" I / O 5 /2 2 3'-e' - 6" 3/4 %2 J - 0" 5'- 0'' 35'- 0'* FOUNDATION SCHEDULE Nn7 ES �\� FC�2 C�ENERP� NC��'ES SEE S1-\EcT 35$ - E -2, (2i =OCZ 171MrcNS\0-7 "ti' ScE 7::0 t5 147)I�7 \0 � H Fes\/ E � \-•\�. l�C�S � U L\_ �E N C�� H O F F30 LDS , cA.CH F30L� 70 F3�c FURN\SHEn W\TH 4 SST N� A. - 3 2 S '• r �\�.' `l \� E X t�.\U'C s� . TYF PLAN COLUMN SEC T I 0 N 4 —BOLT ARRANGEMENT SAMPLE SPREAD FOOTING DESIGN.' (EXAMPLE: FCOTING MARK /3 ) ?SOES'CS xS X4 >c'ZCFETDi x .ISK F '17, x 1.7 S x . I S zl� k L 7S 77). = 5 x S' x3' A 2 :a', --A .3 7E.F1�1rc �.P.`CcRP�� FORCE', fV�C�M, no 'TC>P C;F PEt7. _ �41C7k MON\, rc� 30770N\� nF S\_12CaK SAFETY F �CTL>`rL', 2 x �g0�_ 1 .-11 7 1 S 54C�{ `1n.1 7 438'�_ 2 x 313.3 SC�1L SCP.R\NCB`, 3`� 5 - .\ 21 - 2.1� 1L 2 52 L � _ 8 .'Es x 12 SE � _ 3 x 40 = \.7 L 2 U� - R-I=G�n TC>P 4\ C, a _ 4 4a a 4= . 4.5 USE - -7 \ 8' - I.x� SAMPLE PIER FOOTING DESIGN (E)(AMPLE FooT/NG 2�) _=� n . 9 x 3 = 2\•3 Ho = o.i3x3 121 •2 A' 0- !Z cr W w z z w Z < z jo c') cc cr Uj cn }. U 1�- D CL Q — Cn �o = is z P W Y cc . l cQc C p,� v C7 CC ? �Ll O a J S J W ° o O Q � m0 roc � o 0 _w cc ` o � 00 ~Z LL Q Z 0 y > W DRAWN4 B.F. JO NE APPROVED SCALE NONE DATE PROJECT 5-8-72 358 SHEET 358 --E- 6 Ll )i ol c 0 nR �\ tJP.C�E E 'ELECT. W\R1t�1�. OD Y- I VS - IT � SIC�C�- SYMM 5EE C P.P F�. C- E'C P SEE SC'r1E �ULrc z, DETAIL 7A J 0iw Lp L LoLp � Ir II - r* ��{'Ft1LL PEti1E�QP.��ON 0 FnR CnLL�M�1 pES\C�N ' SEE SHEET 35$ - E - 4 FOR COLUMN SIZE -1, �-2 & �-3 (7"C REQ n) X CAP PLATE DETAIL HnLES-� � T YPICAL TOP CONNECTIONS S\coN - S`(MM SEE CA,p 4� 1 Pc. 1L� �/SGE PIPE (GYP) FZ- w f 71H\CK SSS "X' -- 'i-- cow AN DETAIL 7B FOR COLUMN SIZE (P-4 � -CV-40 �LEGZ CD ) TOP COLUMN MARK CAP R- THK. "X BOLT DIA. "Y" /3;8 -- --3/4 0-2 0 — 3 I 3i4 _ TOP CONNECTION SCHEDULE_ W 71 C' i Ito Lu W� �ENEZRP��k�N � SEE SCNE�ULF =0R CCaLUMN CUES\ C�r-� NOTES* 0 FOR SHEET 358 -E - 2. (2) /ALL P�nLTS TO FSE !�S'C tin � - 32 S w j NE4�4 *Y 1-1Ek (3� �LTS MP�Y P�6 PRE1t�S�CP.V`En \N S\GtN PR-\07- C4� S0',7S 70 70 41, z EE w w _z z Z w oij z Z o < 2 � cf) m cf) W Qcr- uj W cn F. >' V Q z � Q C� ~ 0 ,w _ cn U � z Y W ti Z G Z a a � O �LL- o V 41 LL vl O co � v 41 o 0 O W cr v cc O � JQa 60 a 4Z:l O =�O~ �O p O O `p ,O)m `) tt 0OC OW 2 — cP 40 '� v �j� O Oo 4 Worzacy- cr DRAWN B. F. JONES APPROVED SCALE NONE DATE PROJECT 5-/7-72 358 SHEET 358- E- 7 G 1w e V E 0 I F'- Cl" 2'-Z'x 3-0"ACCESS DOOR FRONT ELEVATION 2-6 If SECTION A -A L 2 V4' GUSSET DETAIL ' k4o `-MAXE -,U P i wbr�-154 1 SERVICE ACCESS DOOR '3 4`'t HOL gill SFYI_C 0001t _ (TA Am S- T--wQ0wLX) ,,,— �„,b ELECZ , E<NT ZA►J CE J5E__�/a"�} Bot`t�_� yt1ELQ Nx2T TO %N WEA StOu- GToRE END VIEW (4) 7/Y� MOUNTING HOLES 7/8't ELEC. ENT BACKGROUND - WHITE-6775 CABINET 50%SEM-GLOSS BLACK GENERAL NOTES cAFSI WF-T� FRorIE 2"x 2" 3/co' ANGLF— W/ZA(A.?4ATGZ? WR/,PPER 4 SIk 55 RETAINER, PRIMED � P/�I NTED 50010 SEh11-GLOSS �jL/�CK, ELECT- RIc,L L- -15_G AMPS 1 -20 AMA CIRCUIT Z-*tlZ W12ES FQC E . 2SO CUR, GREENED � MOLDED �S PER TD LGE Z SERV IGE. DOOR ON P50TTOM AND (! 2S" x 48' WINC26D POOH ON ENO Fog WALiL- IN ACCESS. N ST'AL L,pT► O Ni D005LE POLE dR E.+-1C> HWI ,A'T W�360L.75 (A-4%) N,�RD WA RE (2-) %"0x 1" 5OLT5 (,LLUM, Go(DB-Teo) (O QERE050L SEMI -GLOSS 8L4�6C►<. TOUCH-UP PAInIT C8) 3�4' 4,4 Z" 60LT /MOUVIT N� (W.R.5. A-490) 0) ELECT. ENTR. PLUG* (8� , k X. 4- 5mT/M0oQTIWG (► .R.S . A-4-90) '5?F-C I O L ► 4 07 F- S (0)ToLER,6�NCES ti8 (B) 5o77 i ELEC.'S. ENZR, WIRES CQ.PPED WHEN MA�1v Fh.CTURED CC) VSE '5/c:'4 X V BOLTS -70 PUJCz UNUSED MOUNTING NOL.ES (0) PA► -47 BOLTS SEMI - G�.OSS ('SLACK (E) I NSTALL ELECT . PLUCK FOR UNUSED ELECT, E►17R. (F) WIND LOAD- 45 PSF FACE DETAIL COPY RED- 677-79 STRIPE BLUE-677-80 56 ri 2 TOP PLATE MOUNTING PLATE I MATERIAL LIST I DWG. NO. ITEM I OUANTITY DESCRIPTION SPECIFICATIONS t►, 0 lu No - .. yv3 �o,� sX /,* X (=0.055H) x 1,411E /U ';10A)5 nc 44 D .4.et />f 7f.,e199 //t1&12 Pv TiS/j-/�/�Z<�,�/�rNT �/ C/� //ter✓!�5 ivG - /er &"/u STD c�c '/ or, — WiS/Ei+/ aSiA1G (Irry 5 7 /2Oe 7/0 ti TiUE D r er Tis�oiv F,�' A-7 L(=1.9H)_�,,, An 2 X • /dWT) 1/N1//7f F—/Alr-2 4/,5y= __2'-0„ x01 ;i41^/ T G///eF_ __T_ 2 ' N? L) SECTION (A -A) Tennessee Continental Corporation. 400 Rivers Road Centerville. Tennessee 37033 (615) 729-511 VMM=Om SCALE: NONE APPROVED BY: DRAWN BY DATE: 6 -16- 81 II H R D - 14 0 16'- 0" x 8'- 8 8- DUO MOUNT DRAWING NO. lSMT. EXXON 1109-102-3 12-2 AF 18074A B 0 0 `J N I i F o I u I Z FOUNDATION PLAN Zr-'—A11 B. BUILDING SUPPLIER: N 1. IT SMALL BE THE RESPONSIBILITY OF B.S. TO DESIGN, FABRICATE AND ERECT THE BASIC BUILDING COMPONENTS OF THE SBF ACCORDING TO EXXON'S S►ECIFICATIONS A. GENERAL MOTES: AND PLANS BRIEFLY DESCRIBED AS FOLLOWS: I. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANC£ WITH THE FOLLOWING CODES: a. INSTALL GAILY. ATTACHIE NT ANGLES TO FOUNDATIONS PREPARED BY G.C. (BASE ANGLE) 'BOCA' BASIC WILDING CODE - LATEST EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 319-71) D. ERECT 3" LAMINATED WALL PANELS WITH !IfTERIOR AND EXTERIOR FINISHES AS AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC - LATEST EDITION) SHOWN IN 'FINISH SCHEDULE.' COLD FORMED STEEL DESIGN MANUAL - AISI - LATEST EDITION c. ERECT 22 GA., 4"0 6" TEXTURED DECK PANELS, INSULATE, SHEATH WITH PLY.. DESIGN LOADS: DEAD - 10 ►SF WOOD, FLASH AND INSTALL GRAVEL SURFACE BUILT -LIP ROOF. LIVE - 40 ►SF WIND - 2S ►SF d. PROVIDE AND INSTALL STOREFRONT GLAZING, INCLUDING ALUMINUM DOORS AND FRAMES, AS DETAILED, COLOR BLACK. 2.� HEREAFTER, REFERENCE TO THE GENERAL CONTRACTOR SMALL BE DENOTED BY -G.C."; IS. PROVIDE AND INSTALL ALL INTERIOR AND EXTERIOR DOORS. BUILDING SUPPLIER SMALL BE DENOTED BY 'B.S.": THE 'SERVICE BAY FACILITY' SHALL BE DENOTED BY 'SIF.' 1. PROVIDE AND INSTALL ALL BUTTERS AND DOWNSPOUTS. SCOPE' OF WORK: I• STORAGE NOW, LADDER AND HAMDRAIL BY B.S. o EACH PARTY (B.S. AND G.C.) SMALL BE RESPONSIBLE FOR CLEAN-UP OF HIS A. B.S. SMALL NOTIFY THE G.0 AT LEAST ONE WEEK IN ADVANCE OF THE PROPOSED RESPECTIVE CONTRIBUTION TO THE SIF. DELIVERY DATE OF THE BUILdIyG COMPONENTS. I I/,I1'-6"1 2 1 STEEL FRAMING PLAN C. GENERAL CONTRACTOR: 1. THE 'SIF' SMALL BE LOCATED BY THE C.C. AS SHOWN ON THE EXXON SITE PLAN. 2. THE G.C. SHALL BE RESPONSIBLE FOR ALL SITE ►REPARATION WORK ►RIOR TO THE DELIVERY AND ERECTION OF THE SBF WHICH SMALL INCLUDE: a. ALL CLEARING AND GRUBBING IN THE ►ROXIMITY OF THE SIF PER EXXON'S SITE PLAN. b. ALL GRADING AND EARTH WORK AS REQUIRED TO COMPLETE CONCRETE FOUNDA- TIONS. REMOVE ALL DELETERIOUS MATERIALS FROM SOILS WITHIN FIVE FEET OF BUILDING PERIMETER AND REPLACE WITH WELL COMPACTED STRUCTURAL BACK - FILL. THE ASSUMED SOIL DESIGN BEARING PRESSURE IS 2000 PSF. IF IT 1S DETERMINED THAT CAPACITIES ARE LESS THEN SHOWN EXXON'S FIELD ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR FURTHER INVESTIGATION c. FOUNDATION DESIGNED FOR 20DO ►SI SOIL BEARING PRESSURE. FILL MATERIAL WITHIN THE BUILDING PERIMETER SMALL BE PERVIOUS, SANDY SOIL, FREE OF CLAY AND ORGANIC MATTER, LIMITED TO 6' LAYERS OF LIFT AT ONE TIME, SPREAD AND HIGHLY COMPACTED TO W% OF ITS PROCTOR DENSITY FOR EACH LIFT. d. THE G.C. SMALL PLACE A 6 NIL. VISQUEEN (OR EQUAL) VAPOR BARRIER BE- TWEEN CONCRETE SLAB AND 1REVIOUS GRANULAR FTLL. •. GALVANIZED MICHINJOL.TS WITH DOUBLE NUTS TO ME SUPPLIED BY G.C. 1. POUR All FOUNDATIONS AND SLAGS AS DESCRIBED AND DETAILED; ROUGM-III ELECTRICAL. PLUMBING, MECHANICAL LINES ACCORDING TO DETAILS. �. PROVIDE DRY, UNOBSTRUCTED ACCESS TO THE SBF PERIMETER FROM THE NEAR- EST STREET FOR UNLOADING AND ERECTION OF BUILDING COMPONENTS. THE MEANS OF ACCESS SMALL BE WIDE AND STRONG ENOUGH TO ALLOW 2 FIFTY FIVE (SS) FOOT TRACTOR -TRAILER UNIT AND A 25 TON CRANE TO MOVE FREELY TO AND FROM THE HIGHWAY. h. PROVIDE TEMPORARY ELECTRICAL SERVICE IN THE PROXIMITY OF THE SBF FOR USE BY B.S. DURING ERECTION OF THE BUILDING COMPONENTS. 3. CONCRETE STRUCTURAL NOTES a. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318 S►ECIFICATION (LATEST REVISION). b. CONCRETE SHALL ATTAIN A MIN. 3000 ►SI WITHIN 28 DAYS AFTER PLACING. MRXIMUN AGGREGATE SIZE SHALL BE I". SLUMP SMALL BE MIN. 3", MAX. 5" c. COP Ii SMALL BE KEPT IN A MDIST CONDITION AT LEAST 7 DAYS AFTER PLACING. 4. REINFORCINS STEEL a. ALL REINFORCING STEEL (BARS) SMALL CONFORM TO ASTN A615, A616 OR A617 AND SHALL BE GRADE 40. b. BAR SUPPORTS, DESIGN, DETAILING, FABRICATION. AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDAII WITH THE AMERICAN CONCRETE INSTITUTE CODE AND DETAILING,MANUAL (LATEST EDITION). C. ALL REINFORCING STEEL LAPS SMALL BE MINIMUM OF 24 BAR DIAMETERS (12 INCH MINIMUM ). 5. The G.C. SMALL COORDINATE WITH B.S. THE INSTALLATION OF ELECTRICAL, PLUMBING IS MECHANICAL SERVICES DURING THE ERECTION OF THE S8F. FOR THIS PURPOSE, THE G.C. SHALL HAVE A RESPONSIBLE REPRESENTATIVE PRESENT AT THE JOBSITE DURING ERECTION OF COMPONENTS. 6. The G.C. SHALL PROVIDE AND INSTALL ELECTRICA'_ PLUMBING 6 MECHANICAL EQUIPMENT AND THE CORRESPONDING UTILITIES TO THIS EQUIPMENT AS DETAILEQ ON THE ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS. 7. The G.C. SHALL PROVIDE AND INSTALL ALL FINISH MATERIAL SPECIFIED AS HIS RESPONSIBILITY IN THE "FINISH SCHEDULE" 8. STEEL FORMS FOR BUILDING WALKS TO BE 12 GA. DIEFORMED TOP ROLLED EDGE."PERMCO" OR EQ. BY G.C. . 9. BUILDING SIGHING t VALANCES - G.C. TO INSTALL SALES TO SERVICE BAY VALANCE AND EXTERIOR BLDG. SIGN(S), BY EXXON. 10. PAINTING- G.C. TO PAINT ALL IXTERIOR METAL DOORS, FRAMES, SERVICE AREA WAINSCOT, EXTERIOR GUTTERS AND DOWNSPOUTS ROOF MOUNTED H.V.A/C EQUIPMENT, PLUMBING RAISERS, ELECTRICAL SERVICE ENTRANCE, GAS METER, AND BUILDING & ISLAND CURBS. O.H. DOORS SHALL BE PAINTED PER ROOM FINISH SCHEDULE IF NOT PROVIDED IN SPECIFIED PREFINISHED COLORS REFERENCE DRAWINGS 1.- FOUNDATION PLAN, 8 GENERAL NOTES. FRAMING PLAN 2.- FOUNDATION PLAN DTLS. 8 ANCHOR BOLT 3.- FLOOR PLAN, STOREFRONT REFLECTED CLG., 8 ROOF PLAN. 4.- ELEVATIONS 5.- BUILOING 8 WALL SECTIONS 6.- ELECTRICAL SCHEDULES. PLAN DETAILS 6 7.- REST ROOM DETAILS 8 ELEVATIONS, PLUMBING SCHEDULES. 8.- PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. 9.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEDULES 6 DTLS. 10.-CONSTRUCTIONS 6 MISCELLANEOUS DETAILS. Z U3� Q Z W Q. Q J O Z CL Z 0 ~ � Q QO Z X Z W D O CrW li 0 s w W a z r W 5 m cr II (/ ) 'Q V / M, W Q Z W W cc CL w U a O W Z 0 (n OZ LAJ Y Cr U W Q W < t v DRAWN APPROVED Victor Garza SCALE AS SHOWN .DATE MICROFILM NO 12/10/81 PROJECT NO DRAWiNO NO 858 1 A F 1 8074A R 0 4440 to LAM1► rP wall ►MNE . aY 1511 oeCp�o�rfi' 6Y mep. AT' 1 C4 *A06 31IX 3+,- I/13� coNT, 1 # 4 Cb.rt� 12 o.G G. WAY aos� o+Je4-I:x S1p�I..Ja�fC. rz--0.12' 4M - — l' f` U � � o v v 00 q ♦ �J / z) 4 *F1_1 n� 2� I Z11 ac, INN" 4 IN � � � i1 Co M 1 L VLFb rL pA�laR I C E 51DGWfJ.k ��1� 1 -O ! G 4" L.I. COMP Awj II —off (4)0 4 I=S CO `-J T 1'r"=1'-0" 1 SALLL:a ROOM 2 FUN. SEC \-- I i I (8)0.4 IAe *A WoY 4� LdYea co A r ��►►� oMl�wrrrL 13+1Z21�jZ 1 3 e+a a IZ11 vG, 04 wt►( I I I — J o � � k / 411 IIi� =1'-0" (-� INTERIOR COLUMN FOOTING FDN SECTION O - 1I s 1' -o" 2 FRONT SIDE WALL 2 FDN. SECTION Z SA4 Itµ Wes( (2) 4 • WAY O. 11-5� II, sll �►1R LINi � � 21�01 3/4"1 7 SINGLE POST LIFT DT' 2 FULL HYDRAULIC I"= 1'- o" 14 ANCHOR BOLT SETTING PLAN C It . IA— COL ' I I 1 I ' I ' I 1 I $ 4 DAZ* 12 N Oz. EA, i.II. ea I ® �v v TAIL �l1 ° • • ' 4 Cl o \ v • 1 +r101, GII 21� M .coo. �.n III--1-i'-o" COLUMNS, RIGHT WALL FDN. SECTION '1 ��11 f rto►�T Io � 0. , AN 3/4"=1'-0" TWO POST LIFT DTIL FULL HYDRAULIC � r - -- - -410-._ Z� Ex II 3��3Nx'/4� T.�coLTTr a� i3.5 BX'�; r'iGTAL 4IC�►J ,. , 3M L�1►Ja"jl'►D PP�FIr�IsN[p �I�� 41x1o1-off l.oµ(s M+4tl '� 1 N n r WALL ► Al.... b 0-45, �/'�Ilmxd°Lo►.�, `7ups;,e,*1L- 1 'r. r2CRINI�,,�tGD �iT�l. 'jx3 X�l4 T•5• 1.. Y EMKDDlD 1�+cOr•�. �LLJ�H ' I Sw1.,I � d,s, 14 ppp-47 OF motfdr'1C-o AqY� I � 1 8Y Cq.G• I d'I 'f1,IGK r�111.1uMUM CO�iPtrrisi 4�AI a+64 4ki&La q I 1 �l..r.jp �uaG¢ �-DG �'6 �•+► 8 0 4i 8 WI�. 121%G. Ea Y �'fGG. 44 CtnI 4 12 0.6,, I �RGfINIbHs� �olpth•1ALIL sY �(r • 7)I& Y. _ �1111t f1l; A < 4 I/►Y ►R fit P D 11'4 co L, T ss�c yIL 0 12110I 11—pll-- �i VAREP Z BAZ¢I[Q 4 REAR & LEFT WALL 2 FDN. SECTION ZIJRhI MoDi� Z-611-�' �iN� H"%vy, DU?+{ C>RwW 6-r 4AMOUT 40111111 3� au'tL.Cf" iA�/Z•1a¢2 N� __ �� ,�1� in go'�cso'1' �DI�ToIi ' ,�T N.T.S. FLOOR DRAIN N.T. SM HANDRAIL FDN, t► law~ t NTS EDGE FOUNDATION NTS ANCHOR BOLT SECTION DT'L DT'L 4 �1 `� 11 MA - ILA 11A'= 1'-0" n BAY ENTRANCE ' 3✓32"=1'-d' 16 FOUNDATION CHECK DIMENSIONS L U� FDN. SECTION 4.1 blpt6-1►c \ y y l'_L� i.a N T 9 SIDE WALK SLOPE AT CORNER 64, to sA 0600 41*01y ^ 101''44- 1 ...� `" 6AMAIN060 WALL ►' i.1114 /Y !#.obl, I • y I a.t. 1e 0-TUA-U0 41100461 1 i►.�, r► �,, ?, a �, t. TOO' Aiks-4S6 I fta oppeow1D• C00IIIII parK A" Y l i 1 4vuw T tb No PIP `jl L/ Lb oO C WOL'' T 15 ELECTRICAL STUB -UP DETAIL ti�1 4•F4 iu 411 Gor.�. �EI�D i�rirT, R�iU/ + 4=1 °ti•� �oey�� 0 a S4 3-TIA c p jjjj!j1j1 9 illa_ 17 FLOOR SAFE 2 INSTALLATION DT'L REFERENCE DRAWINGS I.- FOUNDATION PLAN, FRAMING PLAN 6 GENERAL NOTES. 2.- FOUNDATION DTLS. 6 ANCHOR BOL PLAN 3.- FLOOR PLAN, REFLECTED CLG., STOREFRONT 6 ROOF PLAN. d.- ELEVATIONS 5.- BUILCIING 6 WALL SECTIONS 6.- ELECi�ICAI- PLAN DETAILS 6 SCHE' .ES. 7—REST H,'UM ELEVATIONS, PLUMBING DETAILS 6 SCHEDULES. 8.- PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. 9.- MECHANICAL PLAN (H.V.AC) MECH SECTIONS, SCHEDULES 6 DTLS. 'O.-CONSTRUCTIONS 6 MISCELLANEOUS DETAILS. Z J Q ~ i0 J a Z FAI 8 0 ka CID 1A_ Q Cr 0 0 Z U 0 Z U. Q R i Q ua uj 2 C w Qfr J cn a Cn i= 1 Q i 00 � W O v W W Z 2 �_cryy 0 ~ W W Q u �/ / W < DRAWN APPROVED Victor Garza SCALE LL -A 61 DATE MICRO-IILY NO 12 /10/81 PROJECT NO DRAWING NO 858 2 �F 18074A.B 4�;011 31-011 I ��I I Alt- 2 10 14 I I I I(00 11 �IK;Ep PI`jt'b�► ,�1 I I low 1, NepQ�uI,JG. , , I I 1 I e►5O2w� z I I Cal i 0- I 1 1 s I �I I ��1'A�.� 01 I � o +� � 1 i (Cj 4-� I r ► 4 I I IPU NI� GOLJ?I�bl. �� 6 { � = - I p I/ �. ✓tl — - — I i I1�11 4 4 I i i 1 I I O - 1 L.A.DbI=IL to �f► A pt:ws �I W o �1a1� STORAGE MANAGE Rli �hIA�?!r< o�V �rssll.l L cn OMEN MEN - 1 1 I I I I f O `Q 1 to � , I-oM "'�-OIL �� II 41_0l 3-,bt i� ICI-gW I — I ICA — _ I QIL1 e&M . I - i 6+QGI- 1 = PI�pW -AA-*OZI 0� U H Z&U a9 C�#- % 6o o 0 0-5 35 I1II II.�iI I SALES ROOM o I SERVICE BAYS 41 SAft Oq ' rp 4 -p11 •ytrod I 6,1 ,o M I 3 �N 3 -DII �I-� ON -Oil �I-oll 3� EMFE�►cY -A-11 TGH L UP 151�11�li �4 L •�bl-oII 1/4"=1'-0" I FLOOR PLAN 3 FG 306 FG 112 BULLET RESISTANT 'INSULGARD" MPC- 375 I II FG —106 FGS-68 FG— 107 7 FGS-45 D-3 STOREFRONT PLAN D-3 FG 107 FGS-68 FGS — 45 I aQ N 0 0 `0 N 0 0 F G- 306 l F G-306„ FG-112 . OUSALES ROOM T SECTION SALES ROOM IFGS-45 _'(V O l Y M j� I M � I I SALE FG - 68 1 '3S-45 G -6 8 Wall 041 �LoPE �— ?o -T2 5ulL�'-IJP G- iorL. RAF G�IGk.E-r 3/ 16" 1' — 0" • 11v7 31 1=� Lai TRANSOM 55/6 mK7- PLYWcvD 1�5uI.�TIoN all �Tr 12 G� STauGTURaI Iza�F D>!GK � c�Il.IN4 � 3o PCLT �Hdj I✓1oi•P�D� , � ►•14tX.'r Fv:W A�M� GISNTRdr�l0.5TER eY�,c Ss� D WEr q -°PaYllrr�l caaf/>cL.�GTQIG �LGPL 4/G UIJI'r, 2G>oF Tor MoU1.1TGD 0`>' GG �E UwG Q Pp�sPET 6La�E C�w- Ic Ka: T �¢N GdtiT �TIGIP H161H, R�INT ROOF PLAN 6" x 3" x 3✓ 16" S. 6"x3%3/16" i6 (V i 01 O 1 A-4 FG-Is 5 SECTION 6 SECTION 7 j SECTIO SALES 61 BAYS — 2' THRU SIDELITE DOOR FA N.T.S.(—� STOREFRONT DETA I -16 -28 -12-V -13 -V G - 107 -2 '-2 31 N TRANSOM 1/4'=1'- 0" =v a mil' I Z_'r 99A .I f SURFwGL MOUN�CD SOF, DID (o D FP �Nr LICh1 "STRIP , e�� DhiG g - tilA.l,l N G!S IZEGEG��ED Mou1�T�D �A DI FF NIUhT L16H'T 5�� G-I � REFLECTED CEILING PLAN REFERENCE DRAWINGS 1.- FOUNDATION PLAN, FRAMING PLA', 8 GENERAL NOTES. 2.- FOUNDATION DTLS. d ANCHOR BOL' PLAN 3.- FLOOR PLAN, REFLECTED CLG., STOREFRONT 8 ROOF PLAN. 4.- ELEVATIONS 5.- BUILDING 3 WALL SECTIONS 6.- ELECTRICAL PLAN DETAILS 8 SCHEDULES. �.- REST ROOM ELEVATIONS, PLUMBING DETAILS 8 SCHEDULES. 8.- PLUMBING PLANS, DIAGRAMS. WASTE, SUPPLY 9.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEDULES 6 DTLS. 10.-CONSTRUCTIONS d MISCELLANEOUS DETAILS. W r V Z J W U3 V ~ Q Z .J WZQ c V LL ui �LJ o U. 0 u- 00 J wF-0 u • I; 0 Z_ w w w o " z w .a Z O co Er Q � OD z w 22 w G 0- O Q cr w U w W Z O OZ Y §� ac V W < 7 DRAWN APPROVED V. GARZA SCALE AS SHOWN DATE MICRO -FILM NO. 12/10/81 PROJECT NO. oRAWIMO NO. 858 3 AF 18074A-B V 4.2 1/4" = I'- 0" FRONT ELEVATION 114'=1'-o" F3-1 LEFT SIDE ELEVATION 1 P� I 3/ld-1'-0" 5 .EFT SIDE ELEVATION 4 OPTION 11 B11 1/4'=1'-0" 2� RIGHT SIDE ELEVATION 1/4'=1'-o" ( 4 7 REAR SIDE ELEVATION i �xxo GFit P , '2 P3 - - Pu G- - -- 3n6"=1'-0"F-6-1 REAR SIDE ELEVATION OPTION C" Mm 1 o -011 popv •Z,o ¢o D I KLPLRENLE DRAWINGS 1.- FOUNDATION PLAN, FRAMING PLAN & GENERAL NOTES. 2.- FOUNDATION DTLS. & ANCHOR BOL' PLAN 3.- FLOOR PLAN, REFLECTED CLG., STOREFRONT & ROOF PLAN. 4.- ELEVATIONS 5.- BUILDING & WALL SECTIONS b.- ELECTRICAL PLAN DETAILS & SCHEDULES. 7.- REST ROOM ELEVATIONS, PLUMBING DETAILS & SCHEDULES. 8.- PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. 4.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEDULES & DTLS. 10.-CONSTRUCTIONS & MISCELLANEOUS DETAILS. 1p I - �w(D ►� "j',�►� P Z - EX*e5 P 3 - aI.AGK w z 0 w W t Y I Z O F— Q w I w z 0 Z w w w a Z x � W Z w Z O Q 'A A Z CL w V w 0 a: Q cr w U a 0 w Z� O2 w ' Y l� GL � � W M s 1K I. DRAWN APPROVED V. GARZA SCALE AS SHOW N DATE MICROFILM 110. 12/10/81 PROJECT NO. DRAWING NO 858 4 AF 18074A-B i/4"=1'-d' LONGITUDINAL BLDG SECTION AT STORAGE, RESTROOM Ex SALES ROOM H�/�✓G a k-11 Ex Ha1ST Pa R IPl-061.1U Nf 4, c rl(d L LONGITUDINAL BLDG. SECTION AT SERVICE BAYS. 151�=jll ,21- roll �a ail 4n!Dr-� H EIS C) F G4 ML�Ad . f�;,ASHi � cnl�l"r �T¢IP oil - .ol FINISH AItN 1514 for or aUiVDi�G P►..� �i�II.T-Ufa Q�bIr ov�z /8� P I-Y Wao D ,;2 ds& 4� eag M-Iw7A L p=K - P�tii<LS FZE�E«i'CV I-•Ic�rIT I1IxTUK.F ��t3 DI.-Jc5 b ail 1%01 DSG01C PA.+J E� - u -4 647 �Tort��o�T 3/4"=1'-C'F51 'WALL SECTION FRONT WALL SALES ROOM 3/4"=1 '- 0" F61 WALL SECTION STOREFRONT, SERVICE BAYS �II ovFRH�NG- F Kor rr 1o1-0II g1.51! -�•� o� ��W � �a� �r�' H��6•H'j 1r�-©il pDw�te� Off- 311 a I„eG� gas O1-dli FI N I bH Pl�f� h�r'rrL Nbi..IDit i-i&HT 31-0II 'ref O r DBo+� I� 1/4"•= 1'-0" I TRANSVERSE BLDG. SECTION AT SALES ROOM, SERVICE BAYS. 1/4"=1'-0" 4 TRANSVERSE BLDG. SECTION AT SERVICE BAYS, STORAGE. 3/4' 1'-0" (7 1 WALL SECTION RIGHT SIDE , BAYS ENTRANCE Mr fiAL- III' l►A,6H I r\ c d.S4-rr d%'TMlr •� pt,Y �u1`'� uP rza �/8 II Pl�`r �•J � 22 c�a 411 � I s Mf`T� ba::. K pw-jIc lei o I p K t 5, 3 ce I•.tT 311 r��F11•l�H@ D 1-�1'G' PAN►L5 C i�suLo'r �p aF `oN1 1�I�11 to f aF BE,af✓j O -III FPLor� �51 5u -*, P cow az � �pl-all!N 3/4"=a'-d'I 81 WALL SECTION LEFT SIDE STORAGE. REFERENCE DRAWINGS l.- FOUNDATION PLAN, FRAMING PLAN 6 GENERAL NOTES. 2.- FOUNDATION DTLS. & ANCHOR BOLT PLAN 3.- FLOOR PLAN, REFLECTED CLC,., STOREFRONT & ROOF PLAN. 4-.- ELEVATIONS - BUILDING & WALL SECTIONS 6.- ELECTRICAL PLAN DETAILS E SCHEDULES. REST ROOM ELEVATIONS, PLUMBING DETAILS 6 SCHEDULES. 6.- PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. y.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEDULES & DTLS. ;0.-CONSTRUCTIONS E MISCELUANEOUS DETAILS. a a F= w 0 IL r X w r z lu w 0 w s i Cn Z � � Z O W V U) W U)U J _Z J Q m 0 p z uc w w z X X Z � w Z�Z O 5 m j Q U) uj o a) z w cf) Occ Q cr. CL w U w 0 w Z 0 (� 2 O w Q u W o D"w" *P"OV[D V. GARZA •GAL[ As SHOW H OAT[ MICRO- FILM 100. 12 / 10/ 81 PROJECT MO. 0"01 N MO 858 5 AF 18074A-B 2 h 40 CONDUIT FOR TRANSAC WHEN SPECIFIED AND ARDAC WHEN SPECIFIED E rJ E E � a o ELECTRICAL P LAN ( CONDUIT) WATTS CIRCUIT LOCATION I500 ISLAND "A" EXTRA UNLEADED STP PUMP SPARE 264 ISLAND "A" DISPENSER I500 ISLAND "A CANOPY LIGHT 200 ISLAND "A" COLUMN END SIGNS 1500 ISLAND "i SPARE 264 ISLAND "S" DISPENSER IS00 ISLAND "B" CANOPY LIGHT too ISLAND "B" COLUMN END SIGNS SPARE SPAR E SPAR E 10 L-1 L-2 C3 c —�1 2T �— _ 5 6 �— _nll 2n— f9 ^21 .. _^23^— CIRCUIT LOCATIOW WATTS ISLAND C ExxoN STP PUMP 1500 SPARE ISLAND "C" DISPENSER 264 ISLAND "C'CANOPY LIGHT 1500 ISLAND "C" COLUMN END SIGNS too DIESEL STP PUMP 1500 SPARE DIESEL DISPENSER WHEN SPEC 264 CANOPY FASCIA LIGHTS 700 ARDAC 200 _ INTERCOM SPEAKER SYSTEM 150 SPARE SPARE L N J ' (PROVIDE GROUND CONNECTION FOR MPD-C DISPENSER ON BREAKER BOK DISPENSER 8E CANOPY LIGHTING PANEL of DP SCHEDULE 0 0 0 0 WATTS CIRCUIT LOCATION 200 SERVICE SAY AND SALESROOM NIGHTLIGHT TS 0 RESTROOM, STORAGE 6 MANAGER ITS SALESROOM (FUTURE CASHIER) 600 EXTERIOR ARCH SOFFIT LIGHT 1200 METAL HALIDE -DAY SPARE Soo SAY EXHAUST too RADIANT HEATERS (ZONES) SPARE 1260 SALESROOM OUTLETS 1400 SERVICE SAY OUTLETS 2240 AIR COMPRESSOR 4460 HAND DRYERS, RESTROOMS SPARE 2400 HIGH RISE SIGN IF SPECIFIED SPARE (ISLAND SHELTER BLDG WHEN SPECIFIED 90OW ) DISPENSER a CANOPY LIGHTING 0 0 0 G L- 225 A —^ I 3 17 23 I _'G2 I L-2 2 4-- 6, IO/�— IS ^- 24T— 30- 2 /i\— /JI33 6�1_ —/—\3T 38/�— —/T3G o 1 — —�41 2 40 N MAIN PANEL 'IMP" SCHEDULE CIRCUIT LOCATION WATTS SALESROOM LIGHTS AND VALANCE LIGHTS 1000 BAY FLOUR 315 SAY FLOUR. 400 EXTERIOR ARCH SOFFIT LIGHT Soo SPARE SPARE SERVICE BAY CEILING OUTLET (REEL LIGHT) 300 RADIANT HEATERS (ZONE A) 300 RESTROOM EXHAUSTS 300 _ WATER HEATER 1250 STORAGE, MANAGER, EXTERIOR 0 WORKBENCH OUTLETS 1620 N.V. A/C. 3300 SERVIICE SAY OUTLETS 12200 4000 YARD LIGHTS .1600 1-0 SIGN 1920 1-0 SIGN (20d IF SPECIFIED) 1G20 DISPENSER • CANOPY LIGHTING 1 Q 42" REFERENCE DRAWINGS ,.- FOUNDATION PLAN, FRAMING PLAN 3 GENERAL NOTES. 2.- FOUNDATION DTLS. 8 ANCHOR 8C' PLAN 3.- FLOOR PLAN, REFLECTED CLG., STOREFRONT 8 ROOF PLAN. 4.- ELEVATIONS 5.- BUILDING 8 WALL SECTIONS o.- ELECTRICAL PLAN DETAILS 6 SCHEDULES. 7.- REST ROOM ELEVATIONS, PLUMBING DETAILS 8 SCHEDULES. 8.- PLUMBING PLANS, WASTE, SUPPLY 42°( 54 9.- DIAGRAMS. MECHANICAL PLAN (H.V.AC) MECH. 16 42" SECTIONS, SCHEDULES 3 DTLS. I 10.-CONSTRUCTIONS B MISCELLANEOUS 30 28 21 22 DETAILS. I I r - — —� I I I 4/ BTe I I HT'R I I l ' JPWW6 42 8' 2 I 13 1 I r 22 1 1 14 I 54 HT'R ( WP ) 6 I i I1 14 \ JPWWG D 42 (' I 1 21 1 I i J � e, f� I Ila- I I I R ' 54'WP. 42 A 22 \—� I I ( I// HTR I y JPWW16 28 E 3 %I 18 3 30 EXHCr � � 8, A EXH „� I ' I I / / \ � I29 C " � 4� I �I 20 \ 127�q \ I 60It 1 I � 1� 1 W. H.-76 ( I 1 42" 19 2 Qj' 19 22\ I K T 24,26 I I I I\ I EXH . 21 14� l n 1 B �� HT R I I R 54'WP )—J E --,E E E C 24lb a 1 I JPWW 16 � u 19 �r------ r \ I 44'I B 22 I I I L_ HT R J 5 28,30 21 21 9 � E -- 1E E \ E 241 I I 21 I 6' JPWW14 L 6' JPWWI4F r _ A� PANEL MP — BAY SIDE PANEL, DP REMOVAL PANEL FROM ELEC. _ JJ I SERVICE �— SEC T— A ` 24" yW( P' ---A 22 GFI FROM PANEL MP FROM PANEL DP 32,34 1- 34) ( MULTI36 PLE 33,35 CONDUIT AND WIRING) 38 ELECTRICAL PLAN (FIXTURES a CIRCUITS) rof 0"ARDAC INTER-- LJ CONNECTOR BOX WHEP SPECIFIED TXXON REGULAR LEXXON UNLEADED 1 rUNLEADED L EXTRA T-_EXXON DIESEL L.--- 1r 1 UNDERGROUND TO DISPENSERS 51 ELECTRICAL PANELS 6 REMOV. FANELq I 42„ G 6' 24„W P LIUHTINU FIXTURE SCHEDULE 814SL ALL FIXTURES TO BE FURNISHED BY EXXON AND INSTALLED BY G.C. MODEL NOS. SHOWN ARE AS WD. BY JET PHILLIPS , INC. TYPE REQD BALLAST NOIINTING LAMPS MODEL NUMBER DESCRIPTION A 3 120 Surface F40CM/RS/Wi JP-DPA 11-240-N12 Black frase with drop ( -120 acrylic lens B S 120 Surface F96T72/CW/HO/WM JP-8VA-1-8-120 White frawe C 1 120 Surface F96T12/CW 1 F48T12/CW JP-48-VA-1-8-120 JP-4VA-1-8-120 White frawe D 4 120 Surface F96n2/CW/H0/WN JP-8YA-1-8-120 White frawe E 8 120 Recessed F40CW/RS/WN 12RT8-2-4-4-DAP Black frawe with drop acrylic lens F 1 120 Recessed I F T /CW/H0/WM JPWW 4 I FT2TI /CW/Ii0/WM tl-(8'-O•)] 6-1/4" H x 11-1/4" M [1-(6'-0")] W/Prismatic Lens 6 1 120 Recessed F72T12/CW/HO JPW22 22' (2-(8'-0")] 6-1/4" H x 11-1/4" W F96T12/CW/N0 []-(6'-0`) W/Prismatic Lens H 1 120 Recessed F96T12/CW/H0/WN JPW-50(50') 6-1/4" H x 11-1/4" W F72T12/CW/H0 2-JPWW-16) W/Prismatic Lens F48T12/CY/HO 1-JPWW-14] (1-JPWWW-4 ] I 2 120 Surface SYL-MS-400-HOR JNO-400-SMA-SR-120 White fraw J 2 120 Surface I SYL-MS-400-NOR JH0-400-SNI- White frawe I W/250W/Q/CL SR-120-SL K 1 120 Surface F%n ?/CW/m JP-16-VA-1-8 White frawe L 1 120 Recessed F96T12/CW/HO/WM JPWW-196-800-PA12 6-1/4" H x 5-3/4" W Siif j 1 T72T12/CW/N0/WM JPWY-,72-800-PA12 W/Frismatic lens Z Q .__! CL Q V w J J 0 V Q w_ .j w i w 3 c 0 � C7 _Z a w U W x 0 W Z w _ ad 0 2 Z s O CD Ir / V) F M W I — z w Z Q z Cj: w H w O Q �/ � VI U LU W C] Zg _Z 0 I— W Y 110W a: I.- W W o DRAWN APPROVED L. OUARLES SCALE 1/4" = 11-OII DATE MICRO -FILM NO. t2/10 /81 PROJECT NO. DRAWING NO. 858 6 AF 18074A-B 9 0 6.1 16 Ii1=STfR00M, MEN s W! C. PLAN 7 'K ,,--WADE CARRIER 350 i RESTROOM, WOMEN 1 --+ K 8"x 16" PUSH PLATE BRUSklt BRASS STAINLESS - _ STEEL FOR BOTH SIDES - _ 0 --_ J :. cn! [- 3 1 RESTROOM, WOMEN 2,-0 , 1 k: -- --� PLASTIC LAMINATE TOP AN D 5/8" PLY. i0 BACKING BY G.C. WADE W-350 NV-4----.,.._-..w._..... —tk— /CARRIER ATTACHMENT TO AMERICAN STANDARD 2477.016 SIPHON JET Z WATER CLOSET II•.I/2° 3% 12" 12 GA. � PLATE FURN.BY o I B.S. — - — 0 ANCHOR LAV. ° SUPPORT ANGLES W/ 1/4" BOLTS 4 SUPPORT ANGLES BY B.S. < PAINTED W/ WHITE ENAMELCID _ FURNISHED BY B.S. INSTALLED BY G.C. a 7 W. C. CARRIER ELEVATION F!7 VANITY 7 ZURN Z1231 PURA COATED ZURN 1221 DURA COATED CA CAST IRON THINI_INE SYSTEM IRON THINLINE SYSTEM COME COMPLETE W/ HEAVY CAST W/ HEAVY CAST IRON SH01 IRON SHORT FEET ALLIGNMENT FEET ALLIGNMENT TRUSSES TRUSS 81 MOUNTING FASTENERS AND MOUNTING FASTENERS I i M _ TO VENT IN WALL i II 7/8"co - 0 I N TRAP, STOP VAI-VE E3 - SUPPL`! TUBE 140T FURNISHED WITH WC. A.S. NO. 4418.026 WALL MOUNTING BRACKET I SWIVEL JOINT TURNED FURNISHED WITH W.C. j FLAT TO WALL. A.S. NO 7723.018 GRID DRAIN FOR WHEELCHAIR WATER COOLE::: R° 12 LAVATORY 7 �3 URINAL 7 TO FINISH FLOOR. i i VENT LINE 70 S7ACIL �EYON p . M P¢oviDE PIPE d of E012 NON ANDAi2T MTV, HEIGHT - a RES�TROOM, MEIN, WOMEN, s SERVICE SINK 7 7 - ` �h��U T 'T1c� � � ICI I l,•l I-'� I-1-� P4UVIDE NIPPLE TO S L 13 pw r02 VENT CLEARANc-E REFERENCE DRAWINGS 1.- FOUNDATION PLAN, FRAMING PLAN 6 GENERAL NOTES. ' 2.- FOUNDATION OTLS. 6 ANCHOR BOLT PLAN 3.- FLOOR PLAN, REFLECTED CU+., STLIREFRONT 6 ROOF PLAN, 4.- ELEVATIONS 5.- BUILDING & WALL SECTIONS 6.- ELECTRICAL PLAN DETAILS 6 SCHEDULES. 7.- REST ROOM ELEVATIONS, PLUMBING' DETAILS S SCHEDULES. 8.- PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. 9.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEDULES 6 OTLS. 10.-CONSTR',;CTIONS 6 MISCELLANEOUS DETAILS_ _ I W, ■ ROOM FINISH SCHEDULE o ROOM FLOOR BASE WALLS CEILING REMARKS N SALES ROOM TO MATCH 20 GAUGE WHITE SAME METAL WALLS / TILE PREFINISHED INS. BLAELSCK PANELLKUH S W I�Cr -ri� e4i �� -r. UNGLAZED DARK GREY B.S. FW/ BY O I- O J 6" x 6" CER. METAL 4" x 16" CERAMIC TILE, BLACK TILE, ANTIQUE 22 GAUGE TILE BY Z 'z o 3 - •- GROUT MATT GLAZE INTERLOCKING G. C. W W PREFINISHED J STORAGE CONCRETE NONE 20 GAUGE WHITE INSULATED ai FLOAT FINISH PREFINISHED IN- WHITE W z Iil L) = a' SERVICE BAYS NONE c BLACK CONCRETE SULATED PANELS EMBOSSED 2 J I'4 BASE D E T/-11�.- TROWEL FINISH BY B.S. PANELS V) n z \ 7 NTS `'' I1 '` �- - RESTROOM FIXTURE SCHEDULE ' " - FURN. INS. MK OUAN FIXTURE MANUFACTURER MODEL NO. REMARKS BY BY Water Cl oset American fwall—Wall hung Vit. Chi-n-a-W-7loan Royal !- flush valve, . Standard 2-477.016 Church Seat 5321,112, siphon jet W/ Wade carrier :350-NV-4 _ .---carrier min working Dresure 15 asi _ B 1 Urinal American Lynbrook Vit.'China w integral flush spreader,"'Sloan Royal" G.C. G.C. Standard 6630-018 flush valve 18-11 C 1 Lavatory' American Lucerne 20"x 18" Vit. China wall hanger, w Bradley 90-7 faucet: G.C. G.C.. Standard 0351.072 GSW, TMS, 4418.026, adjustable "P" trap. See detail. See elev. for hand of soap dispenser. See note below. D 1 Lavatory American Aqual,yn 20" x 17" Vit. China. Front overflow, anti -splash rim, G.C. G.C. Standard 0476.028 cast in soap dish. (Lavatory set in vanity w/ Bradley 90-75 faucet GSW, TMS. See elev. for hand of soap dis- -Denser.- 4418.026 ad.i. "P" trap. See Pate below. E 4 Grab Bar Bobrick or B-6293.99 _ approved equal e. C. 0. C. F 2 Tissue Dispenser Bobrick 388 Recessed roll toilet tissue dispenser. Wall opng 6-1 8" G.C. G.C. wide x .0-3/4 high x 2-3/4 deep G 1 Mirror Bobrick 4830 48" x 30" w/conceatled wall hanger (for surface mountings) G.C. G.C. All theft r cr locking sews furnished w mirror H Mirror Bobrick B290 18" x 30" Same as above. G.C. G. . _ Ser.10 I 2 Liquid Soap Bobrick or B-8992 Lavatory mounted ._ _ G.C. G.C. _ Dispenser approved equal_ J 2 Hand Dryer World Dryer A-5, Elec., 230V, White, w/vandal proof nozzle, 10A, 30 sec. G.C. G.C. Corp. or approved equal K 2 Coat Han er Bobrick B-6717 _ Stainless steel coat hook. G.C. G.C. L 7 Water Cooler White- WEKCO3 _ Will hung, 2.7 gal hour at 50 F. G.C. G.C. Westinghouse M 1- Service Sink American Lakewell Floor mounted, P-trap rim guard Standard 8379.0].8 Note: Provide one (1) Bradley thermostatic miixing valve to serve lavatories in both men's and women"s room. w. r o i� o Z I •.= _ N \ 1 OD _ fX] \ Z �. Aall Tile: AMERICAN OLEAN #74 ANTIQUE 0 1.. W APPROVED EQUAL (REST ROOMS ONLY): AMERIf'wN OLEAN q O � 4-1/4" x 4-1/4" #74 ANTIQUE w _ 3 Bases: APPROVED EQUAL SAL`-S ROOM AND MANAGER'ICE: �. AMERICAN OLEAN MT6 REST ROOMS: AMERICAN odAN MT6-A f DOOR SCHEDULE PANEL �� MARK ROOM SIZE FRAME COLOR INSERTS REMARKS 1 ENTRANCE 6 3'0"x7'O"x1-3/4" ALUM. HAROCOAT FULL "HOWMET ALUMINUM CORP. BOTH SIDE SALES ROOM/ STOREFRONT BLACK YISION PULL HANDLE HANDICAP HT 77 SERVICE '4" L D 3 0"x 0"x -3 C> 2 REST ROOMS FLUSH STEEL STANDARD M Q 18 GA. 16 GA. UJ 2'6"x7'0"x1-3/4" STANDARD URETHANE FOAM CORE. 8" ANODIZED ALUMINUM18 �•-- W 3 MANAGER FLUSH STEEL 16 GA GA.- KICK PLATE c n 4 STORAGE 3'O"x710"x1-3/4" BY G.C. LJ I C) STEEL 18 GA. ( 11_ o- V J 5 SERVICE 10'0"x1O'2"x2" STANDARD INTERIOR: 3 LITE PROVIDE EXHAUST s = BAYS UPPER 2 SECTIONS WHITE VISION PORT EACH DOOR LOWER 2 SECTIONS PANELS o ---€XXON GREY (P-2) EXTERIOR: ALUMINUM - BLACK g Z EXXON GREY (P-2) o Ct IL LLJ z Z o x W Z o W HARDWARE SCHEDULE °� 2 — Z NO. McKinney LOCK SET ANSI NO. SARGENT BUILDERS BRASS INC. HOWMET O ' MK OF Butts & GRADE CLOSER PULL PUSH KICK SWEEP MISC. I- �/ J DOORS PLATE PLATE t Supplied Adams -Rite MS-1850- H050 H050 J-231 Q ' 1 2 w/ door 40001(B.S.) w/Sargent 91-1 EN1245.0 w/ SS w/SS None Hardcoat 47-41-101 x US 28 grip grip Black (/) p a) Sargent US 320 Trimco '^ 2 2 TB-2714 65-1800-26D 92-2 EN1233- None 8"xIb" Fin 2 None 1213ES V 012 per door 260 %- W z 3 1 Sargent Triangular Brass Bumper Z — 4 1 T-2714 28-24-6GO5.-OH 81-2 None None None < W W No. 1365 on Wall UJ Notes: A All doors to have 1-1/2 air butts - 4-112" x 4-112" size. NOTE: Brushed S.S. Both Sides O Q W V / B Hardware Finish: Pulls end push bars to be 320. W Thresholds to be aluminum. . O All other items liiAed diar to be 26U. _—_ -- o C) Keying: Door 1 - Sales room alike, 2 doors. Z Door 2 - Rest rooms alike., 2 doors. O 1- Door 3 - Manager separately, 1 door. W Y Door 4 - Storage sepa iv 1 door. - c0i • W < W d D) Overhead doors shall be Arm-R-Lite IW O" x 10'2" x 2" 5-section, flat DRAWN APPROVED sheet, flush insulated with exhaust pc•rts Arm-R-Therm complete R. GREGG with locks and hardware SCALE El FV 1/2 =1 -0 D ET. I r r = I-O�r DATE MICRO -FILM NO. 10 / 1 / 81 PROJECT" NO. DRAWING NO. ` 858 l 1 �' OIL / WATER SEPERATOR IF RE®'D BY LOCAL CODE, SEE SITE PLAN STORM SEWER TO 1000 GAL WASTE OIL TANK, SEE SITE PLAN MOUSETRAP IF REO D �4" GI SEWER LINE, CONNECT TO SAN SEWER ACCORDING TO LOCAL CODE 7� PLUMBING PLAN (WASTE LINES) 0. *'�< off Fo. /1 BIZ F,N plc �/ ss °� JON- i \ 0 I �sso� G�pgS 2 \QA �It\ i c\ FP OP \ �,O�k1O\sPo v \ I c ,� PN s A \ 2 Y14 •N s r ' 4 �F \ � O�sc o�`'o O,\ � DPP \ 011 ' 101 \ WASTE RISER DIAGRAM \ Fo FROM METER, SEE SITE PLA�. 2" LINE FRO MAIN TO METER - A A 1/2 " OVERHEAD LINES A A —A TWO POST FIXD PISTON OIL RESERVOIR / GIBARCO MODEL C___o TWO POST FIXED PISTON LIFT, GILBARCO MODEL A- ICJ4 Fl11-1 14YDR AUL! C I " OIL A A RESERVOIR I0 A A A OIL RESERVOIR 1� 1 0 0 A 0 -------------------- 0 -A A 3/4" HOSE BIBB I I'- 6"ABOVE FLOOR 1 I 1 A I I u A A SWING -RAIL SINGLE POST DRIVE -OVER LIFT GILBARCO MODEL A-IAA30 FULL HYDRAULIC W.C. ( L) OIL RESERVOIR 0 1 0 0 LIFT CONT14OLS o a o a o I 1-1/4" WATER LINE I/2" COPPER AIR LINE TO DISPENSER ISLAND ( SEE SITE PLAN) PLUMBING PLAN (WATER SUPPLY AND PRESSURE LINES ) P.\'t� 1 � 2 s00 0�0e SF' 4 8 �qT \ • � • Fq O 00 < Fq ALL UNDERGROUND (U/G) AIR, WATER AND OIL PIPES TO BE TYPE "K" COPPER TUBING. WATER SUPPLY RISER DIAGRAM • A ' AIR OUTLETS ABOVE FLOOR TO 4'S,o iS�q qT NO REFERENCE DRAWINGS I.- FOUNDATION PLAN, FRAMING PLAN 6 GENERAL NOTES. 2.- FOUNDATION DTLS. & ANCHOR BOL' PLAN 3.- FLOOR PLAN, REFLECTED CLC,., STQREFRO',T & R00P PLAN. 4.- ELEVA?IONS 5.- BUILDING & WALL SECTIONS o.- ELECTRICAL PLAN DETAILS 8 SCnED LES. 7.- REST ROOM ELE'wATICNS, PLUMBING DETAIL5 & SCHEDULES. E.- PLUMBING PLANS, 'riAS"E, SuPPL DIAGRAMS. y - ME- ::AL PLAt (�.V.AC1 ^.. S, SCI-EXLES b C' _TIONS 6 MISCELLA',:C.S -S. _ 0 n ir V ) z Q a- ^a. �.L rram^^ V Q z p w m W � � W J Q cn f.L ct e Q O CL s LU o LU U Z co x Z w Z 06 0 N a Z O 0 m ir4. Fr Q ' �o z Q Z Hwyy �L w QCC Q 'W^ V / W U a 0 Z o Oz LLj Y u ( U W Q W < 0 DRAWN APPROVED SCALE I/4��= I •- 0�� DATE MICRO -FILM NO PROJECT NO ORAWINO NO 8 AF 18074A-B 0 GAS SERVICE AND I r--- --1 I I I I ZONE A 20 MBTU r e 1 ACME (MASTER- ETTE 75 CFM EXHAUST UNITS, SEE \ SCHEDULE 100 CFM IOOCFM _ 24 'x24 ® R.A. DROP , 15" R.A. PAYNE GAS/ ELEC ROOF TOP MOUNTED UNIT W/ TO VALANCE 6, GRILL PLENUM a CURB SA. DROP TO",_ CEILING�� 150 CFM Tr , 15"/I2" SPLITTER DAMPER 1/2, 1/2 SPLIT T T —T—) E- T 15%9 300 CFM 300 CFM ALL DUCT SIZES ARE INSIDE 150 CFMCLEAR AIR DIMENSIONS. ADD 2',IN BOTH DIRECTIONS FOR I, 1-1/2 LB. DUCT LINER. ELECTRIC SERVICE AND METER I� ZONE A 20 MBTU I L= Ij ZONE A B 40 MBTU ZONE A 20 MBTU ZONE A,B 40 MBTU 6"/5" RADIANT HEATER CONTROL PANEL 81,/ I or 1 i ACME CENTRIMASTER \ � TRIMLINE MfaDEL SEE SCHEDULE 1 SPLITTER DAMPER 5-10 SPLIT w/ YOUNG ZONE A,B REGULATOR 40 MBTU INFRARED HEATERS, LAMBERT . MODEL, SEE SCHEDULE III JL� 1�1lI� jI — Aj ZONE A 20 M BTU MECHANICAL FLOOR PLAN WOO %I.*A C �•?�'iaj I�UNI�1Jt� ilAJ�1 GL�M�S CHAIFI dull mom INFIRaWc; Fi�1AteQ RADIANT HEATER SUPPORT NTS taWVIJ#4'r 190 "OiAk:? Nc tt[�i -J �►1GYw11 sad IFI G>~Ibl►lA O0 0dwoft�IIIiANft'}I f 1.trM •7 KtAIOurJt N6/120' W4T Lt►It3 F+>�f •-�tg veft r w m r II aLCLa boArow oV ► L*W GoN1iRI�L t'/►1i►JEL � t..x.�rRK W4 Mtq f/aL p►.4+1 I i Glti�rUt1 �Fr•�►Kd�lt � foe r►+r7.nvlr&L DWrWim 1bi: HMGirteos L.6riGeaf' M1t�11f :G I l v 717 I � 1 1. too 1444 11111--40010 MoI.1h1{Q� 'tNERrt�3tAt 4'I:It ColJtao� �+�:CL tW MPfACo,c 114f;ZiMtAt •'L'� •`, ,J AWO ieKTGr oa ✓ ��' ouilcw" M� fiEr�. ti, .1 RADIANT HEATER SUPPORT NTS, ill NOTE : PAINTING ROOF APPURTENANCES TAN (PI) BY G.C. (P-1) 0uj$]�VIC 4 i SCREEN to 31/4 EXHAUST DUCT BY SEN. CONTR- ACME V-1 EXHAUST FAN 5 REST ROOM EXHAUST 9 DUCT DETAIL H TS EXHAUST POWER VENTILATOR Exhauster schedule a• NT S. i Y HEATING AW Alit C0R'.A r :Gii *:G SCHEMEQt � -- Furn'(4 Inst'd Y ;tan uy By s 1 A.C. Equi Tent 585C.-036075 w G.C. G C. UP Mod. (-036075 gas/electric unit (Stye electrical plan) 2W-230 volt, 60 cycle, single phase - mech,�nicai contractz;r to fury;;sh unitized matchinq plenun package -size 036075 w/ 37,000 BTU cooling capacity and 80 M STU nearing input total Hower consumptin•• 4390 watts - unit to be equipped w/ relite type Plectric pilot. Oper, RIt. 410 •lbs.- G.C. to furnish and install matching roof curbinq. Infrared Heaters 3 or 6 oA rtFi-flT-7_W._Lat. (Zone A`'-- Three (20 MBTU) and Three(40 MBTU) units G.C. G.C. South of 35 N. Lat. (Z*ne 6) - Three (40 MBTU) units "Lambert" Model Units w/ NESD 120V controls to include elect. ignition, intermittent G.C. G.C. pilot. Factory f ab. control panel w/ switches b thermostat, arewired. Air Distribution Ceil ing i users locatets in the suspended ceiling to be Metsi-sire Series 5000. G.C. G.C. ` Return air grille tc be Metal-aire Series 5000. 2 Exhaust System A ME Rest Rocrn Mast er-ette-*,i"(105 CFM) Provide factory flasAing flacks for j G.C. G.C. 10" x 3-1/4" exhaust duct. 1 Service Bay Acme Centrmaster Tr.mline fbwer Roof `Exhauster Model 41,L— ' witi; emergency disconnect G.C. 6.C. switch and firestat with fabricated Model SF curb and backdraf4 damper, S.S, K.S. Ouct S stem - Talvanize sheet -metal in gauge as noted in S.M.A.C.N.A.-manuai Sizes shown are G.C. G.C. clear air inside dim. Duct to be internally lined w/)" 3 ib. density duc* liner - glued and pined per manufacturers specifications. All Transvzrse Jpints shall be sealed. Controls Wished by mfgr, for this equipment. G.C. G.C. 4, te: Substitute "Bryant" for Payne east of the Mississippi. - By G.C.: All line and low vo`tage electrical wiring, gas piping. G.C. G C. I5 13 7- H.V.A/C UNIT, PLENUM(a CURB MECHANICAL LONGITUDINAL SECTION u MECHANICAL TRANSVERSE SECTION REFERENCE DRAWINGS 1.- FOUNDATION & GENERAL PLAN, FRAMING PLAN NOTES. 2.- FOUNDATION PLAN OTLS. & ANCHOR SOL' ?.- FLOOR PLAN, STOREFRONT REFLECTED CLG., & ROOF PLAN. 4.- ELEVATIONS 5.- BUILDING & WALL SECTIONS i.- ELECTRICAL SCHEDULES. PLAN DETAILS & 7.- REST ROOM ELEVATIONS, PLUMBING DETAILS & SCHEDULES. ➢LJMSING PLANS, WASTE, SUPPLY DIAGRAMS. 9.- MECHANICAL PLAN (H.V.AC) MECH. SECTIONS, SCHEOUILES & DTLS. 10.-CONSTRUCTIONS & MISCELLANEOUS dFrTAILS. c p J v U kL _j F- L) D W 1 o m \ 2 >O oUe Z =O v Z U Q W ..J ^ V / �1 Q QLLJ ' U V _! Q 'Z _J _ W Q W W W 3` G Q 0 • (7 S ZCL 3 W o W Z Z o0 Z o W Z ad 0 a Z _! O r` c _m Q H � M w Cnrn z W CL W CE H W O < V/ W U a 0 Z� OZ I= kwIr Y Q W � W O c 0 DRAWN APPROVED L.QUARLES I SCALE PLAN SECT 1/4 =1-0 s 1/4"= I,-0 DATE 12 / 10 / 81 MICRO -FILM NO. PROJECT NO. DRAWING NO. 858 9 aid AF 10074A•9 • WHIT I IN! ANEL v� MSERVICE r#f,. w c••BAYS ER BAYS � D SERVICE BAY / SALESR"M SERVICE BAY / MANAGER INTERIOR WALL- SECTIONS RETURN AIR RISER i ocvnun VALANCE NT.S VALANCE AND LIGHT FIXTURES SUPPLIED BY EXXON, INSTALLED BY G.C. 8.-0" STO 10' - Io-yQt-- - - - - - - - - II SEi=RVICE, BAY SIDES ---� 9'-5" CEILING _ O 400 7a in ft i -C12 x 20.T 12'- 41/2 AIR CONTROL\ AIR OIL CONTROLS 0 i y4" 4s" 3�/" I"� 011. 36" F 1 Ll 12 ' AIR LINE ' TO CCAVRE OIL LINE 1 �/� 995/6 .. I •3'� 4 �6 3• 11' . •'o 2T 4" D1A t4" OIA n TWIG POST LIFT DETAIL or" LIFT CYLINDERS, CROSS HEAD NOTES: SURFACE BEHIND DOUBLE TIRE RACK TO BE PAINTED ASSEMBLIES, RESEnVOIR TANKS, 90% GLOSS BLACK BY G.C. FROM TOP CHANNEL Cltx20.7 MUFFLERS, AND LIFT CONTROLS FURNISHED BY EXXON AND TO BOTTOM STANDARD BEHIND 1J6HT VALANCE. INSTALLED BY G C. LAMINATED FIBER GLASS Low .« N ftow., r, .N wft"$ .r -M. o.. coMT W /'SW PLYWD BEHIND It w.....E �«" w. • w�•..«"•. ov a.•... '• • .« w..- c.•v.a..- stNo .60 M' 4 DALY. ANGLE K I C BACK TYPICAL FOR �w'�"""""' • � END OF BRA CKE LIGHT VALANCE ADDED I, C SUPPORT. z'` • _ • BLACK ANODIZED ... .�.. r,; ... + ; . ,- • _ , • , � , ! , •=�i � ° :.- •:� „'r.•..•• �:'- ' .�. �. FINISH: 'ROOM SALESROOM NOTE3: TIRE RACK NANUFACTOR3 TO FURNISH SYST W/ 50% GL-033 BLACK STANDARD, BRACKET AND ALL ACCESSORIES FOR EACH GRASSROOT SERIES A 3TALLEO BY G.C. STORAGE / R.R RESTROOM / SALESROOM 4 MENU BOARD �0 u TIRE RACK Ei�9_o DOUBLE TIER 1/t• Ai. PIPE siNOr \ Com"EsSoN_— .111 PIPE LQl.LRL •L AAlt - +P• SINGLE POST LIFT DETAIL TYPICAL MANIFOLD WITH VALVES TO INDIVIDUAL RUNS AS REQUIRED. messURC RCLItF Y&.LVP. HEIGHT ADJUST 0 TO If 119 11119 Q' D- DY L OaG 1k L CO 06) AIR COMPRESSOR RJANISHE D by EXXON! NSTAL BY G C I 3j/B" DRAIN TO ZBRACKE T AND STANDARD TO DE A 4CHORED - REAR OF BL DG Er( G.C. STORASE AREA W/ LOCK PLATE A RED ABOVE BRACKET AT ; ACH END OF ROLL. L-5 TIRE RACK 1 10 1 SINGLE TIER �— MAKE ROOM IFOR ELECTRICAL ABOVE /VALVE SUPPLIED W/ COM►R -T'.L TION BY G C 6 1 UNIONS HUSKY GATE VALVES FIG 28 By G.C- 11 v=• GALV UNION A PIPE �•„ CRANE N0 B04 MALE ACAPTERb 1 3'-0" — �— C OPPE R AIR MANIFOLD COPPER TUBING SLEEVE U I I 'ADcUST IN LIFT CONTROL VALVE DETAIL •Z URN' MODEL I- 511-Y B" % TOP, NEAVY BUTY BRAIM BY B•C- a OUTLET •/ �' SEDI N O T BIDE T Z - 1041 90 • •PISOT ADAPTOR i"C•1• BY G.C. Br G.C. HEAVY DUTY DRAIN 1� 3/4 BRASS HOSE BIBB II - I" G I PIPE RISER --� . . 0U4 MALE ADAPTER I6. 1 COPPER TL,OING COPPER PIPE SLEEvE (CAULK) WATER OUTLET 0 CAPPED'.,' 1/2.a 1/2" G 1 TEE %2 MUSKY GLOBE VALVE \ WAINEL NO 139 PIPE SUPPORT 1/2 G 1 IRON PIPE RISER !' -O` PI• •ITED WHITE NO 904 MALE ADAPTER 1 " COPPER TUBING COPPER ►1►E SLEEVE (CAULK AIR OUTLET =I - REFERENCE DRAWING 1.-FOUNDATION PLAN, AIM1 LAN i GENERAL NOTES. 2.-FOUNDATION DTLS. L ANCHOR BOLT PLAN 3--FLOOR PLAN, REFLECTED CLG., STOREFRONT L ROOF PLAN. •.-ELEVATIONS S.-BUILDING L WALL SECTIONS 6.-ELECTRICAL PLAN DETAILS L SCHEDULES 1.-REST ROOMELEVATIONS, PLUMBING DETAILS L SCHEDULES. 8.-PLUMBING PLANS, WASTE, SUPPLY DIAGRAMS. 9. 41ECHANICAL PLAN (H.V.AC I MECH. SECTIONS, SCHEDULES L DTLS. 10.-CONSTRUCTIONS L MISCELLANEOUS DETAILS. V I U) J Q Q W W 0 Cn U Z CI) OY R r 0 o Z_ w w 2 x W Z w z O (� Q C) v, 5 C) U) z/LLJ-�s Q Z cr S� w � W G O Q Q U) U LU w Z� C] Oz H Y Q u y 7 W DNA" A►►ROVED R GREGG 0 —SE CT I s I- 0 DET NONE DATE NICRO-FIL r�r� I0/ 22/81 PROJECT NO ORA1•IN• NO 851 852, 853, I 85 855, 856, 857, 'B674A B e ti v1 r3'� U7Ub.b"ED Gs.Ah�� , tl t l' I/4"=1'-0'F I 1 FRONT ELEVATION -W/CASHIER 1/2"=1'-d' ��INTERIOR ELEVATIONS i ✓4 pIGG 57 REFLECTED CEILING PLAN V0�0�(,� iz .00t1*.4T2) 1. � 4 �* 3/4"=1'-o" (q7 CASHIER LAYOUT i � 1 I �1 � I fIxED '��!5H , \t\ ;A,a• ils l ` E= x x c7 hift. LJ+t 6: 1 i MK EQUIPMENT SCHEDULE FURNISW:0 BY INSTALLED BY 1 SAFE 21"x 24" E E G.C. G.C. 2 --+-`— TELEPHONE 3 DESK DRAWER B.S. B.S. 4 TRANSAC 12 CONSOLE E. G.C. 5 REMOTE CONTROL TRANSMITTER "ARDAC"- E G.C. 6 "SHURE" SAFE TRANSACTION DRAWER, #672109 B.S. B.S. 7 MASTER INTERCOM CONTROL. " 3fv1" - r7 20 B.S.G.C.. 8 SPEAKER/RECEIVER , -3M 70 - 60 ZB - 4/9G - �---��^ B.S. G.C. 9 "SHURE" DEAL CASH TRAY, i 67-0100. - B.S. B.S. 10 CASH DRAWER "INDIANA" NS-2. B.S. B.S. 12 SWITCH PANEL ( SEE ELECTRICAL ) G.C. G.C. 13 SPEAKER/RECEIVER, //3,N " 797 - 802Q - 9/?(" - G B.S. G.C. 14 1 r= C1>E�I1•I� t ; QU.-`sfEl✓ l"'tty�94 -c�t,3 w/ Tc7P,3 (� I..�t'f4.R �+1Z�, 1 FILF., ?, P,C?X DY✓V'41=ERG, W / �1�+��LZy.�EJ_�.J�j _ 15 WIRE SLOT, ( 1" X 4" ) G.C. G.C. 16 REMOTE CONTROL TRANSMITTER "ARDAC" E. G.C. 17 DISTRIBUTION BOX (GILBARCO A T-12A) E. G.C. 18 FIRE EXTINGUISHER "ANSUL", / 5Y-0613 E. G.C. 19 ELECTRIC DOOR STRIKE B.S. G.C. 20 GovA lrg ToP ' Nc Vd vV' 3/4-» e4Yaoo1 wl a r -3" LAM. .WALL PANEL I BULLET RESISTANT STEEL DOOR i FG -• 306 �FG'•i12 FG-106 N.T.S. 3 CASHIER PLAN 11 T.S. 3 x3 x14GA COL. FG-50 FG- SI gm BULLET RESISTANT INSULATED GLASS \/4"NGE '"G►vu ea&RD 6 IVALANCE LOCATION PLAN 11 1 INSTALLATION BY G. C. !BAN &V WU -0o F a Kl JI ' N v U V Z w J j - w 3 s W Q U 1; 0 0 Z - cc W W a Z W 2 W m Cl Q 'J^ VJ V) o M X W z� QL 2 W L V I O a W U W Cr Z Z_ O ~ W 'w V J Y Q W � � y 7 DRAWN A►►RO"D Victor Garzo WALE AS SHOWN DATE MICRO- FILM NO. 10/30/81 PROJECT NO. DRAIM" NO. 856 858 1 AF 18 74A-B a i 1/4" 41-1 CASHIER FLOOR PLAN 1/4" 2 ISAFE INSTALLATION �� 1 112 U �I WALL B 8`h. r .I � k)iLD�A•F� 4LL o 11114 T I ",AOU1ZD lb G l III II it (1)IX� V'C'4I e4a;►te121�61z P'u¢�15 D 40, Y4" (-3 ;SAFE FOUNDATION DTL CASHIER SWITCHING AND CIRCUIT SCHEDULE ITEM FROM PANEL CIRCUIT LOCATION 3-WAY SWITCH (7) MP 5 CASHIER LIGHTS 2 SALESROOM LIGHTS 7,8 EXTERIOR ARCH LIGHTS DP —� 11 ISLAND "A" COLUMN END SIGN 23 ISLAND "B" COLUMN END SIGN 12 ISLAND "C" COLUMN END SIGN -- SWITCHES PAINEL "CP" CONTACT SWITCH (1) DP 9 ISLAND "A" CONOPY LIGHT 10 ISLAND "B" CANOPY LIGHT 21 ISLAND "C" CANOPY LIGHT 22 CANOPY FASCIA LIGHTS 25 DISPENSER "A,B,C" LIGHTS MP 32,34 YARD LIGHTS 33,35 HIGH RISE SIGN 36 I.D. SIGN NO. 38 -T — I.D. SIGN NO. 2 CASHIER SWITCHING 8, CIRCUIT SCHEDULE ELEC PANELS VAT TS CIRCUIT LOCATION k 1500 STP PUMP EXTRA UNLEADED SPARE ISLAND "A" DISPENSER 264 1500 ISLAND "A" CANOPY LIGHT 200 ISLAND "A" COLUMN END SIGNS I500 STP PUMP UNLEADED SPARE 264 ISLAND "S" DISPENSER 1500 ISLAND "S" CANOPY LIGHT 200 ISLAND "S" COLUMN END SIGNS 300 DISPENSER "A,B,C_' LIGHTS_ SPAR E SPAR E L-1 L-2 3 — 6 —� T 2T- 4 6 �— N — 10 11 2 — T IT23 �— le — ^� �— 1 aRcurT LOCATION WATTS STP PUMP EXXON 1500 SPARE ISLAND "C" DISPENSER 264 ISLAND "C" CANOPY LIGHT I500 ISLAND "C" COLUMN END SIGNS 200 DIESEL STP PUMP WHEN SPECIFIED 1500 SPARE DIESEL DISPENSER WHEN SPEC. 264 CANOPY FASCIA SIGNS 700 ARDAC 200 INTERCOM SPEAKER SYSTEM ISO SPARE SPARE DISPENSER 8( CANOPY LIGHTING PANEL "DP 11 SCHEDULE WATTS CIRCUIT LOCATION 1500 ISLAND "A" CANOPY LIGHT IS 00 ISLAND "C" CANOP'1f LIGHT (IF SPEC) SPARE 2400 HIGH RISE SIGN IF SPECIFIED 1920 I.D. SIGN SPARE r� ► i-. 3 ^ 6 6 �— T— _� 9 10 n It 12 ^ 13 I ( CASHIER OPTION) CIRCUIT LOCATION WATTS ISLAND "B" CANOPY LIGHT 1500 CANOPY FASCIA SIGNS 700 DISPENSER "A,S,C" LIGHT'S 300 YARD LIGHTS 1600 LD. SIGN (2Rd IF SPECIFIED) 1920 SPARE CONTACTOR 0 SWITCH SQG-T NEMA RATED IOOA MID r_� CASHIER LIGHTING PANEL IICP11 SCHEDULE t_ DP O 1 EXXON REGULAR r- -11 J 3 WAY a CP L_J EX�N UNLEADED + SWITCHES o 1 I� EXXON UNLEADED NQ0-14 - L--I EXTRA tp 4 PANEL BOX ' -- r- �� , G G _ EXXON DIESEL �wwlr'Y-� — — --� �__. W IREWAY R E MCIVABLE PANELS REM OVA BILE 1 PANEL. / r7 "1 ELECTRICAL CHASE DETAIL ( CASHIER 0FM0?J) ROOM FINISH SCHEDULE M ROOM FLOOR BASE WALLS CEILING REMARKS CASHIER ..-----SAME AS SALESROOM -------- SEE SCHEDULE, SHEET NUMBER 7--------- ------.-_--_--_------- DOOR SCHEDULE MARK ROOM SIZE FRAME COLOR PANEL REMARKS INSERTS 6 CASHIER 2'-4"x7' -0"xl -3/4" STANDARD DOOR EXXON GREY (P-2) FRAME BLACK, BY G.C. NONE BULLET RESISTANT 16 GA CONSTRUCTION r . �. I — HARDWARE SCHEDULE NO' MCKINNE'Y ANSI NO. SARGENT BUILDERS BRASS, II4C HOWMET MISC. MK OF BUTTS LOCK SET & GRADE CLOSER SWEEP PUSH KICK DRS PULL BAR PLATE US32D � TRIANI;ULAR 6 1 T-2714. SARGENT 208B-24-6GO5- 81-2 NONE NONE NONE FIN 2 NONE �RASS BUMPER NO _. _--- PER DR -- 365 ON WALL (VOTES A) SAME AS SCHEDULE, SHEET 7 B) SAME AS SCHEDULE, SHEET 7 C) KEYING: DOOR 6- CASHIER SEPARATELY, 1 DOOR D) DOOR 1 AT SALESROOM ENTRANCE SHALL USE "ADAM-RITE ELECTRIC STRIKE AR7500X4605 (24v) FURNISHED BY B.S. ALL WIRING AND INSTALLATION OF TRANSFORMER BY G.C. TRANSFORMER TO BE LOCATED ABOVE CEILING. WATTS CIRCUIT LOCATION 200 SERVICE SAY AND SALESROOM NIGHTLICHT 750 RESTROOM, STORAGE a MANAGER 1 7 S SALESROOM 600 EXTERIOR ARCH SOFFIT LIGHT 1200 METAL HALIDE- SAY SPARE 300 SAY EXHAUST 200 RADIANT HEATERS (ZONE B) SPARE 1260 SALESROOM OUTLETS 1409 SERVICE SAY OUTLETS 2240 AIR COMPRESSOR 4460 HAND DRYERS, RESTROCMS SPARE 2 4 00 HIGH RISE SIGN IF SPECIFIED SPARE (ISLAND SHELTER BLDG WHEN SPECIFIED 90OW ) DISPENSER a CANOPY LIGHTING 2 —� 3 4n— s 6� 7 s 9 10/- 2 14^— 19 20n /—'21 22 _ T 2 4 T— 1 l —302 26 0— T27 120. n — 3 0 -2 3300 - -^31 32 1 35, 3 6/� n3T 8n— 0, _ 40 40 — CIRCUIT LOCATION WATTS SALESROOM LIGHTS AND 1MLANCE UGHTS 100 0 SAY FLOUR. 315 SAY FLOUR. 400 EXTERIOR ARCH SOFFIT LIGHT 500 _ SPARE SPARE SERVICE SAY CEILING OUTLET (REEL LIGHT) 300 RADIANT HEATERS (ZONE A) 300 RESTROOM EXHAUSTS 300 WATER HEATER 1250 STORAGE, MANAGER, EXTERIOR 15 WORKISENCH OUTLETS 1620 N.V. A/C. 3300 SERVICE SAY OUTLETS (2200 1000 YARD LIGHTS 16 00 I-D SIGN 1920 I-D SIGN (2*d IF SPECIFIED) 1920 DISPENSER a CANOPY LIGHTING CN MAIN PANEL "MP" SCHEDULE (CASHIER OPTION) !� Electrical Meter ® Power connection as specified on plan ® Duplex Receptacle - Hubbel #5252 Gry 15A, 125VAC Single pole switch G.E. ♦599-2 Ivory or equal ® 220/240V Receptacle Hubbell #9330, 30A, 250VAC Circuit breaker panelboard Square D NQO-42-3AB 6 NQO-30-3AB 120/240V 10 3 wire 225A mains. Bottom of panel to be 38" above F.F. (Furnished by G.C.) ®125V, 15A Reel Light Receptacle in outlet box mounted underside of beam wp Weatherproof Receptacle (GF1 Type) w/snap type cover ®/DU325 Main switch Square D safety switch 400A, 2 pole, 240VAC furnished by G.C. Telephone outlet box (rough -in only Q Thermostat by General Contractor . w/1/2" conduit. Run to service bay wall Z 1/2" conduit to approved 3 3-way switch grounding locations g SYMBOL LEGEND AND DISCRIPTION l IL l 4 , A O W L W V J Q U s z ri c 0 _Z iz W W _Z X Q x Z W °adCh J 's Z O () m Q Cr 1 o 00 z W W a 0 CL Q W w U W a Cl) ' Z i 0 W Y cc p W < � APPROV DRAWN GREGG/GARZA SCALE AS SHOWN DATE MICRO -FILM NO. 10 / 30 / 61 PROJECT NO. DRAWING 100. 856 12 858 I r_"N� OPTION B& C 13 SERIES 3SR / SL I ELECTRICAL FIXTURE PLAN M OPTION C REAR ELEVATION OPTION C r ,op -� Q SIDE ELEVATION OPTION B --- --.-L _-T � M ell I ELECTRICAL FIXTURE PLAN OPTION C ELECTRICAL FIXTURE PLAN OPTION B 1 `�� REAR ELEVATION OPTION C FM, I ,. SIDE ELEVATION OPTION C lv I ELECTRICAL FIXTURE PLAN OPTION C LIGHTING FIXTURE SCHEDULE FOR uff ION B Ift C BLDdS W DA SERIES WM0146 TyPi REOD S MOOEL NUMBERS LAMPS w4or Mn DESCRW*TW, g REMRI(S YR/FL B 0 (2)JPww-196-600-PA12 (3) J P� 2 - 900 - PA 12 F96TI2/Gw/M0/wM F 72T 12 /Cw/ i40 / wM RECESSED ARCH WPM LXW M- TUNE W / PRISMATIC LEIS 6-1/4@14 a 5-3/e C P jj (3)JPww-I94-000-PAIL )FKT12/Cw/MD/wM RECESSED 4FR/FL B (5) JPww - M16 - 800 PA12 (1)JPww-1T2-800-PA12 F96T12 / C w / MO / wM F72TI2/Cw/Mo/wM RECE>l�[D C P (3)JPww -NO - goo - PAI2 FI"2 /Cw /NO /wM RECESSED 3SR / SL RECESSED B 0 (2)01"-196-900 -PAI2 (3 )JPww -172 - 900 - ►Al2 IF66TI2/Cw/Mo/ww )F7tTI2 /Cw/MO/wM C R (5)JPW - 04 -9M - PA12 F96TI2 /Cw/Mo/wM RECESSED 4SR/SL B Q 15) JPww - I" - 000 - PAIZ ( 1)JPww - fF2 - 600 -PA12 ' Ff6TI2 / Cw/MO/wM ,rT'2TI2/cw /MO/wM RECESSED C R (5) JPww - 196 - goo - PAI2 F"TR /CM /M / wM RECESSED NOTES: ALL FIXTURES FURNISHED BY EXXON AND INSTALLED BY G.C, ALSO REOURE 120 BALLAST. �_ � b oii 2-0 �-o� 2•0 8 -O Co 15.5 15.0 ELECTRICAL FIXTURE PLAN 0 OPTION B 'd. (.✓. I) t3,y I 130 r r 12.5��- { 704a5 SECTION 13 OPTION B &C 13 OPTION B &C SERIES 3FR / FL I I L 2 b I✓-O 2 D' i�- � d 3 9x4l 0'r _ ottl_ SERIES 4SR / SLR SIDE ELEVATION OPTION B r y .�) ��, #Wtlp 6w s 13 It ALi k DOWNSPOUT'""_ "G I REAR ELEVATION OPTION B ° G� ,p P E L ECTFICA L FIXTURE FLAN OPTION C M SIDE ELEVATION OPTION C ELECTRICAL FIXTURE ,CLAN ✓,,,� -�oX s OPTION B ZZ 13 ow" 4 OPTION BC 13 SERIES 4FR /FL REAR ELEVATION OPTION B I V 00 m LLJ Z Q 0 F- x CL0 0m IL7 W U) z J Q _D U W < m Cn Q 0 6 o < z a w z C!a x Zxz W 0 w 0 Z ad O > z .�.. F— a C) co co> Q W o W LU 0 z w co Q '� W W o 0- U o v/ I Z z z Opl- (X)0 - w (" �-- Q Q W < W a. �0 d DRAWN L..QUARLE APPROVED SCALE I 6N DATE 712 /82 MICRO FILM N0. PROJECT NO 851-857.855 852 858 DRAWING NO 13 853 ®56 854 i � ��,E•�..—.�- r'r^�.�w.w.�--T-.�. �; "V . s _► �- ._.�-�'i�_ - . -� ;+i, r ` � �� "' �, - — - ^ •-�.�.,,a•._• y - . 1��,,., '� .:-��t'_ ., "ZZX2111 Y • •.. ram^ M y t_ MQ�,... •at �. = Ili tr ' Ap /.�� / 7t.!'• . •, -- ..r �: . ram. �IL••.,.� •�t��♦�`� s' .... _- -` • ./ 4 T•• ..+��• �= _ --' .►.. .�q. •�� 3' 0 9' ��'i� S = = 9 �• S'-9 = g ._g_ • g� 9� :�` °� t ��3 r� 3-' c r- E to 36 7 /(, 1y4 3'r� 2 r' 2S/2�k t stOr 2 4 t -:�t 5l'LICc- " � �8.8 � N+i �' ► 610C I'�2 `t)0SL 1/ I%2 + + IL 1� 7 5y A-7 I�4 tA�k.'��%4k I=OII4 6-Sl�'1 41P6 J Li T !21 ' 2-/f52 S-EGT,00 p Q /8 of It s � l NEW :111�111� OEM 111111-11M OE L�t7EAU:'�! IN 01: M1M'Mn INd %mow mon iM ii;mi MEMO WIMS MOM NONE 0M 000winx m �!IIMli;i 100 MEME me 010 1 no a IN IM � 0 0-10- m � �1101" Elmo no®'11MU rya ,leant■ ,® niam 0 MEMO 0 MEME Ifs ;��7©• SIC= Y.�■ mm MAIM 0101 MAIMIMM n� BRA ©m F-am s©_ = M1 [a "�M.r1p]� 44 IF? L0OS 1, j_ ., f q SI°A 25 . j 8 SPA 4• -�o - 2 -40 l l ORDKR NO •E. f _ PAINT M w " Z'S i O D[TAIL4 ol• 5 12l 10 !21 - :38'— F x c , •• CUtiTOM ' AT 1 r BTU ,06 .T A ••g d BEAMAN CORPORATION CA Dn1i11.3rvk%LF �wsiMORONO O 16ORTY cAwo<ww CIO 1 • ' 1' :.:. ,� : �. CN CXM ••ATI HACHK i1fLiT .• . - r S"MtW4 M9OTO RWt a UAftY CO..0tfthACN%).M.C. H691=7 4 m u? O 0 2 z m 11 f�v J CG C 4=- 0 Cho •SCD �- 0 c I V rl rl 00 44 - /ore 4 TOP �f C H /� N W E L - lC� � 1I �4 - -- --- — — � — � �� Q — ---- -- - / 2 / J %4 TOP �F CH M- N E L T W 15 LINE 4:lr , , TW I L I N E S �T E C—L 15 U , F, r , �y , T 3/2 k 2 �2 x� /o O I 4' o .,� F 7�C� -_ 4 �c� 1, ce�7 Y, X2�ra w/4 . L 2 3 r34. 11114 QI i N �� /4 �q�- - `--- UJ Ni CV I .I I 36 3t� q�l 04 I � I lop t t)tEEL It)-X L 4� � %—, �3 _ , _ c� �4 17AIf A /,n C 4 loe-ol L4 3 7 1 F P_ 4 A p L A /V TOP 3F �: xTEKIOR COLS. 15'- O • /-\• F, F. TOP OF INTERIOFZ COLS. I� 4'V, A; F. F•. _D 4 •r� �/ z/z3 L►� AVV9V Vle fA1L 6-5 �►t�t J� 2 c" - %mi'v r ____l__ _.. DATE NO. REVISIONS BY BEA MAN CORPORATION �, y � * .� •1• *,%I GREENSBORO, N. C. E .2O EIV BRANSFORD M �.......... 7—.07. CUSTOMER: E X Y ON MOTOR OTOR. �UEL �TOR_C— s, �•38877 W tipoo' ��sT °f JOB: �- (�l�`{ 5ER1j ICE. r&- CI LI T`{ . MIND L DC ^1L SUBJECT: PLAN 4 Tl� DRAWN BY:1 1 DATE: JLIH. O� g! CHECKED BY: DWG. NO.: t' r V I� J J •jam i • ,r .EG�21Gdi, titter= i` � JU PA Wks, i Lot IAZ 3 X. 2`11.5 - t- .251- i i I � PI PL 4-II3�4 ►2� © ,�I�� riT — 1�Il'TI 2�2 I;I_gYz +ti( ' t_ Y1 Ito �•61 — - tvH�, N4 c +out � � I tvE►Kcc�� (Nk►r�, -- s WA6 ; tC L 0-0 _ —=�--- - �. .._><crasxs -_<_. ..�e.,c- •��BUrRF�Se�F - _- :_.—» .�. .,.... •.�........ . ..-�m7^..,. ..__-^- _�.�=�...�q.s-..--: _ _ � ..�-,. ..�aM.,.e�:...,-.. �a.n,*e,aa-.as+urie:�riifiisaeec;.�.n•,..�i. - ,. .��ws:� y —.._ - -- _ ✓ �t.. - -- y I I m — , Ive _� pILAS�'ER I JGI�L� • {„ =�i�—fin � •� 1 � i ! i j A k,I N Q-EAD 3'' 400 K m� �- 4 OOLT r .1 -y � I I • Ee X )41 *1 it 37 J ry _ �` V4 • --- - - VIP 7 i P- �. 2(, -q , , o �L ' 414. I � ME Loc -t p N 1. s-> voI,D. LA T _I a Y. 1 � - 7, • t _ \6&T b �' ►�iGM F X l T �IJ R-, FAQ • '1' 2 - � r� �Al�; _ l - I � p I -1� a► V D �� I3/ l 3/� I • • •�N '' �.� �N' N I \f.. �' Q„' CAI' W Q � I �—,_.__... —__—_— �—}� ' j _� J I : j IrN _ 9 _ - III - — •--ail - -•-� _ - P i Z � '1 t N �n V- A PD rn,* ,&L_ SLR I N �D� MA TI OtJ /LrJ• A,�, i r � a LD OL Ip1�M,P1le Tat _+ • hF� �kxON CX�\VIN6,S F� �J�GT S5b � PI � � , ND t6A1,V, N 1 � ''d Li L DC,�-j• I C N �- d (` E G� I L F�G p -rl I1z- tJ P. ULL59- r- DPl WwlM�' hLA13 M-i ev- For- ti-ruv - UPS c- 4G1°• P, 2.ZII sL lil • Ilk I I GO� A - B, G o A .`. ri!• ♦. a r- G A`1I L '' �/�'— lj • l '' % I � O " I i VF � 1� {j• / 1 � I ' � O I • � � � I� � • •••��• xj�� _ . _ - --- - —� - - D..� _NL 0 BRANSfOR ....fie 1 r wo DE. Qvt2syj x- F p , .' F n •� u hWill IN �MS v � Ld M Uj of �R •a r � 0 D V r Z \j {fir w A Z L PAAWU AVYR.DVF_✓ ✓1y 1 IN Lo �10' UTILITY.EASEMENT EX. EDGE OF ASPHALT c4 m 2'-0' 6' 1'-0" 6" 1 1 /2' C. I. GRATING 2'x2'xl/4' ANGLES ON BOTH ENDS z I i i N o i, rcl e / SAND FILL- I --- / 7" EXIST. SANITA #3 BARS ®9" O• C. B. W. / �& SEWER MANHOLE / TOP=273.32 o wFL=264.57 Q TRENCH DRAIN /� 0 e / / r / 07 o ti - C, co 0 / 0 INSTALL 111. OF NEW 8' SAN. SEWER LINE FROM 0 / F,1,� EXISTING MANHOLE w PLANTATION OAKS 9 APARTMENTS %� ` /�/ 0 35'R� o FIN. FL. 273. 40 0 S2 :1w / � co :1 m 69,w.. �� O`l 2 R / 60 U i / wx 31 52 . S2 0' k w �' 'L• 2 %Z r N45" 41 ' -30 ' 135. 00' _ _ �` ! 4 I - 20 E I o o o -o -- �10- - -0 - -0-- ? R &Cc?689 QU-) '`' �H �IIU1J_ W�1WI .JWI( • P 1111= =11IW1._ _JJIJJIIIIILL_ =11 -J 11 IlL H j Q0 ~, � C'a276. 94 \ lbA 47-r.n- ` 2S EX. CUPP = ^9• CO /V62 , o - - --- U �. 1 / 28 27• ° 21 p END OF 0�-� 45 41 26 q 4° / f� E O EX. CURB 1 37 ♦ a 28 ^ , NEW CONCRETE STORM raj• /� RELOCATE STREET LIGHT �26 DRAIN MANHOLE W/SOLID NEW DROP(PEP 0 COVER 1 PER LOCAL CODE 1 O Q(yN f�cu fR / �f INLET TOP=277. 9 0 1p1V I `� _ JDP=277, 0 ww I NV=270. 9 APPX. LOCATION OF EX. 30' OD , INV=275.0 a r - - CRP STORM DRAIN CONSTRUCT SANITARY SEWER MANHOLE 0 / 2 -- 22 a PEA STATE AND/OR LOCAL CODE INSTALL 10'-B' SANITARY SEWER ' �- 2b / 16 �- LINE - PLUG END ------ / 22 YPICAL PARKING % O SPACE 9'x20' / 26 CV PROPOSED UTILITY POLE W/ELECTRIC METER 31 NE RUN U/G ELECTRIC 6 TELEPHONE SERVICE Rg FROM THIS POLE TO PROPOSED BUILDING PLANTATI N OAKS 38 43 39 44 O 10 Ko S° 37 , (3p P. APR TMENTS ��. w_ ^°� 19 gyp\ ^ ^1 FIN. FL. 282. 24 30 0 O S2 �� 4'PVC - CO . 17 UN�EADf O I - - - --- �% o O -20 c' 1S O 10 KO a` /// OPP, -# - ---- -. cn C3 ` O cr)0 I 1 On1 Cp , / o /5 R PQ i /' , �0� ^0 O o 0K� 12B c' T 5a 1ESf< o / I co EASEMENT 59'(10 Vol Co co I 20, 3 p �0 EX. CONC. STORM I 0I �5' DRAIN INLET - 10 28 TC=281. 13 co I NL. FL. =276. 5S V Urdn 31 + ?a a 8 a T 22coa o �t in I I z I i � •" � &"IPf T-o 011r51CC oIC CeN E*oN I • • 0 26. 5 26 2d I 30 14 3d / . % 1 7' Cv - -- ' z2 --- - - --o If co 0. Q 12 11 I 1O'R CO 6'PVC 4'PVC CO 37 v 4 PROPERTY LINE 33 ! T �nll ---- 25' BUILDING ,�- RESTRICTION LINE _ -�- 30' PIPE 0 r - Q�O� --- ---- I 6' V I 22 5 Q 278. 3 R z8 ! / / / II! I i 277. 8 278. 5 278. S - _ 13D N w I TRELOCATED 26 531 28 _ 32 37 a h '? a I Q -- AMP POST 26 v 0%. 00. d I . ''d 3. 5 S4 S45' 41 ' 30' W _� 170. 0 _ 41 \ T T T T N' I I O I cii FINE GRADE I T T 0 0 al 45'j� -- ,`; BUILDING 3 9 -- -- - W --- 6:- W ►+ t- W W W- Gary O } r M M 0 o J a:GENERAL J co cr `" F- Z Z L GENERAL NOTES E-EXXON G•C•-GENERAL CONTRACTOR B.S•-BUILDING SUPPLIER 0-OTHER F.F.-FINISHED FLOOR F.L.-FLOW LINE T• 0- ISL• -TOP OF ISLAND UNLESS OTHERWISE NOTED, EXISTING IMPROVEMENTS NOT REUSED ON THIS SITE PLAN ARE TO BE REMOVED BY AND BECOME PROPERTY OF THE CONTRACTOR WITH THE FOLLOWING EXCEPTIONS: EXXON I • D. SIGNS- G. C. TO DESTROY ON SITE (1) AND (2) PRODUCT DUAL SUCTION PUMPS AND DISPENSERS W/ELECTRIC RESETS- G.C. TO DELIVER TO EXXON'S STORAGE LOCATION PER INSTRUCTIONS BY EXXON'S FIELD ENGINEER. DRAWING NUMBER CANOPY 1 BS BS CANOPY -- 802-1 2 GC E FULL SERVE SIGN ON BOTH CANOPY COLUMNS (d-DIESEL) - 806-1 3 GC E SELF SERVE SIGN ON BOTH CANOPY COLUMNS (d-DIESEL) _ 806-1 4 GC GC CONCRETE ISLANDS - PAINT ISLANDS BLACK --` B07-IB S GC GC SUBSURFACE CANOPY DRAINS _- 6 GC E DISPENSING EQUIPMENT:(3 ) MPD-C (2 ) ELECTRONIC DIESEL DISPENSERS - S76-2 7 GC E TRANSAC SYSTEM T-12A S76-2 8 GC GC AIR & WATER OUTLETS 807-1B 9 BS E CANOPY FASCIA SIGNS (2) 1058-1 13 GC E ARDAC B-150 REMOTE AUTHORIZATION SYSTEM 949-1 14 GC E I CANOPY LIGHTS: i•e., 'SPREADER BARS' B06-1 TANK FIELD 1S GC E (4) FIBERGLASS TANKS FOR MOTOR FUEL (IOK)GAL. UNLEADED (10K) GAL. UNLEADED EXTRA ( 1 OK ) GAL. EXXON (1 O K ) GAL. DIESEL 482-1, 1A - 15a GC GC OBSERVATION WELL IN DIAGONAL CORNERS -- - 16 GC E (1) 1000 GAL. FIBERGLASS TANK FOR WASTE OIL 482-1A 17 GC E (4) SUBMERGED TURBINE PUMPS WITH LEAK DETECTORS 482-1. 1A 18 GC GC FIBERGLASS PRODUCT PIPING AND VENT LINES 482-1.1A 19 GC GC VAPOR RECOVERY SYSTEM STAGE I 482-2 DRIVE SURFACES 20 GC GC ASPHALT PAVING PER EXXON SPECIFICATIONS 80025 1-2 21 GC GC DRIVE APPROACH PER LOCAL CODE 22 GC GC 6' CONCRETE W/ 6x6-6/6 WWM B0025 1-2 25 GC GC CURBING OUTSIDE PROPERTY LINES PER LOCAL COD 26 GC GC 6' REINFORCED CONCRETE VERTICAL CURB 80025 1-2 YARD AREA 28 GC E (6) NEW YARD LIGHT FIXTURES 6 POLES: PAINT BLACK 1043-1 30 GC E AIR/WATER/LIGHT UNIT 1043-1 31 GC GC 6' HIGH STOCKADE PRIVACY FENCE 285' TOTAL LINEAL FEET 32 E E LANDSCAPE PLANTING ' 33 34 GC E INSTALL 15 54�7 FR I CE SIGN FRAME 6 POLES: PAINT BLACK INSTALL HI -RISE SIGN FRAME & POLES (140 SO -FT.) 358-E-IA THRU E 34a GC GC ELECTRIC CONDUIT & WIRING TO WEATHERPROOF JUNCTION BOX AT BASE OF PROPOSED HI -RISE SIGN & 18' ABOVE PROPOSED FINISHED GRADE 109-102-3 1 OF 2 37 GC GC ( S ) HOSE B I BBS REQUIRED ® 50' 0. C. MAX. 1043 BUILDING 38 GC GC WATER, SEWER. TELEPHONE, ELECTRICAL CONNECTIONS PER EXXON SPECIFICATIONS & LOCAL CODES 858 1-13 39 BS BS BUILDING STYLE 81-3SL 858 1-13 41 GC GC USED TIRE STORAGE ENCLOSURE: AMFAB SERIES #600 MODEL B. 6'x8'x4' HIGH W/0 GATE, BOLTED TO SLAB, PAINT SAME COLOR AS ADJACENT WALL 43 BS BS OPTION 'A'- 'OFFICE/CASHIER' RREA 858 11-12 44 BS BS OPTION 'B'- ARCH ON BAY SIDE OF BUILDING 858 13 45 GC GC AMFAB SERIES #900 MODEL 'C' 18'x10'x6' HIGH BOLT TO RE I NF• CONC. SLAB. PAINT DuPONT IMRON EXXON GREY. _- 1043-1 52 GC GC EXISTING TO REMAIN 52a GC GC INSTALL NEW TRENCH DRAIN PER EXXON SPECIFICATIONS - S2b GC GC INSTALL NEW 30' 0. D• CRP STORM DRAIN: APPRX• 200' PER LOCAL CODES & REQUIREMENTS - 52c GC GC REMOVE PORTION OF EXISTING 30'0.D•CRP STORM DRAIN AS TO PERFORM NEW CONSTRUCTION• APPROX. 173' S2d GC GC INSTALL NEW 2'x2' DROP INLET• NEW INLET TO BE PER LOCAL CODES FOR THIS TYPE OF CONSTRUCTION 53 GC GC FIRE HYDRANT & CONNECTION TO EX WATER MAIN 54 GC GC RELOCATE EXISTING LAMP POST - 11 z ,� �P 0 0o I I ( F=278. APPROVED FOR PE o \ 0y' O. T. G. R w0 F I NE GRADE h SOD �y�0' I lee I + I r l 276. 8 277. 6 277. B 278 PLANNING DATE STATE HIGHWAY NO. SO m m U U :r CD w z Z12 O X w w m�0 fz w EX. CONC. STORM DRAIN INLET BOX i - 2-!V- 9 ENGINEERING PUBLIC SERVICE / !TIES 31' DETAIL DUMPSTER PAD & USED TIRE ENCLOSURE SCALE 1' = 10' DATE 6-21-84 6-29-84 9-25-84 WATER SEWER SANITATION /d _ �7 ELECTRIC /O - 7 ewLDI/YG - - REVISIONS SHOWED SANITARY SEWER LINE BLDG. & CANOPY REVISION REVISED PER P.R.C. MEETING RE v. -IrIA3 .5E� , A bb 5*,Q borol L BY CHK E WON COMPANY, U.S.A. A DIVISION OF F_XXOM CORPORATION CMN Marketing Department Real Estate & Engineering CMN DATE 9/25/84 SITE PLAN MLM DRAWN BY ROB ST. HWY. *30 & ST. HWY. *6 CHK BY COLLEGE STATION, TEXAS SCALE 1 = �dY ��1r9 PROJECT NO_ DISC Ng75-276 RAS NO. 6 -19 0 9 DWG. NO.1 OF 2 kzlZ1z/ K 0 1. l0 Q° 0 ° 278.5 ° F777 27s. 8 � 27a. o I -- ---� 1.0 O ° tK � I 278. 4 I ° / ` 278.0 278. 2 278.7 280. 4 281 I 10 � Bp y0� + I I=2 ° I 1° — I) 281.8 280.7 281 1 0� 282.0 I —--J I 13D 0 q� STATE HIGHWAY NO. 30 a �r F- OO �F G �U • 3U PLANT.;JION OAKS APARTMENTS z `UGr VENEER a 2 STORY FIRICK V LO O co ,�G APAR 'MEN', HUILDING N N FF 282.24 rJ _ J _ F •` 7 fn UD L0 �T . MATCH 1 "+E ... 280 5 + 279 5 280 1280 3 280 7 2797 1278.4 1279 5 1 279.3 28' A- 2807 FF 2dl 76 COVERED PORCH 1 � ' 2 8; J 278 8 1 28, 2 279 3 T C 281 4a 1 28 8 280 7 1 279 8 1279 7 1 279 9 1279 9 I-279 5 1279.3 nNr C SG CUNCk INLET F 276 55 280 2 - - --'s STORMORAIN -" INLET - 2R. 5 TC2b1 13 --- ; F L 280 55 280 6 (NATIVE GRASSES) 26 1 r F C R 0, APARTMEN' S HIGH DE"1SIT'r 2b. 2 g; .280.7 -f 280.3 1 280.3 -, 2800 279,8 _; 1279 6 ' 4 RESF R� E E F L ", JAK`; At5D Ii _,28, - TOWER SECURTIES CORP. �. 17 40ACRE TRACT J w ONE ,) C - I , GENERAL COMMERCIAL h 281 -' --� LOT 3 RESERVE E T C 2 5 7 , to i- Ei i FL 2af.05 P LAT RECORDED V01 568, P(, 603 E R W PLANTATION OAKS ADDITION SEC. ONE / 41;/ F , ,. w; 36, 5G6SO FT n r / _j V w � I FL ;,N'aT vN OAKS APTs ti � 281.4 2 5 260 7 280.4 1 280.2 1280.1 1279.9 �� 27U p 4,SPHALT FARKING 126, 1281 �261.2 _ - 'r rj U (-j L TC2b2.15 AFL 28.,67 I I ' \ 1 r - - t 25'BUILDING LINE 1 7R.,lf F 51GNJi. e. 'L (,)r;TR�X 282 / 281.8 281.8 �28,.6 �281.2 1280. 260.6 260 4 280 2 1 280.0 / +281.3 / t- f 1 ti -CZ8 82 F L 282 2'J � / I T 2 8 "- N45°41'30"E 162.57' -- ---- ----- - -- -`� / 2 b 1)l 11.85' 1 h 110 118SQ.FT. 10' UTILITY EASEMENT 3,344 SQ.FT.� �� _ - J R. 5PIVE �_ IN POKER TOLE / o _ -- f� �E4•E%, TI_N . 26 22/ 2'83 L,;!.+F' PC r "T•i' + % ') c� TEI_E JGNCTIUN H,)X S45°41� 30 'rV 1 70 U0� _---- � T _-�_T PF `�)2 �, �a ; % ,� � I� _, - 282 9 , 282 7 r 1 282 U 2al 6 1 28�4 ..... ., 2bl J 28U 5 , 28U 3 -- r�',�: f:, V/ -�-- 2d.i 3d T- R O'h LINE' T �. GTE. UNDERGROUND TEL T CABLE APPROXIMATE LOCATION 2aO. 3 MARKER / � � J 7 263 :+ 5 Z 82 281 7 _ 280 8 --T 1 26 - -- TEL JUNCTION BOXES �Z �283 1283.3 12a2 - U _i 1281.0 / LO".E TA R G.`, : i is .G' l ; Sr 'T E e „ O Y/ V I S ,NNATER API ?:iX LCCAt-10N W 2 85PS! a IN y - W - - IN - W - W-, -- W •wv - - 4 .-- � I 283 � - / TC 277.18 / FL276.69 (.9 TRAFFIC SIGNAL,CONTROL o.' 3 SIGN ( ST. SIGN - f �ST GFiT�77i 7 1 2"J8. 5 2 J C - • _ C. y C6d FL 276.0 PL 26IV 2c 1- 4 7 281 45 280 78 --T- 280 01 1 ,•'*EXISTING 4`,278 TC 278.1i 8 TC 277.86 ` _: ?e3 282,03 ea EDGE OF ASPHALT PAVEMENT 98 '278 26 kL278.p4 FL 277.29 - 2s� leao ?�a LL S TAT E .% u Y 1 1 I G HIGHWAY WA NO. 3 64 WIDE :ASPHALTIC CONCRETE PAVEMENT W_ o 1 1 i H �I d '1 O I (n 4 I Uj w 0 No . f.fi.�f. u.i..`......e... xi... a:Qri'AL W. BOCK MAN EA``•,t,� ±'. To the Lien holders and/or the owners of the premises surveyed and ,to•all parties interested 1n the title to the premises surveyed, the undersigned does hereby certify that this survey was this day made on'the ground. of the property legally' described hereon and is- correct and there are, ny,y. discrepancies, conflicts, shortages in area,•:°boundary. line conflicts,`'encroachments, over Iapl4AW of improvements or rights of way' except as shown hereon, and that said property .has access to and" from a; pub 1 i c roadway, as 'shown hereon. i DONALD W. BOCKMAN , R.P.S. NO. 1762 , FEBRUARY 16 , 1984, REVISED AUGUST 14, 1984 N MATCH LINE SHEET 2 OF 2" MATCH LINE SHEET I OF 2 VICINITY MAP N.T.S. TOPOGRAPHY OF LOT 3 , RESERVE E. PLANTATION OAKS ADD. , SECTION ONE . COLLEGE STATION , TEXAS SCALE: I = 10' APPROVED BY DRAWN BY DATE: FEB. 16 , 1984 06 AIR NO DON 8QCKMAN SURVEYS Pip33,5 TBx is Ave.:; , 6g46. Te;os 77801 ` DRAWING NUMBER S H"EE T I OF as No. ISSA•24X36 40 . * fa 4` " C% m 3 w k I E YUSTJiJ j1i,1LZT INVIE14T m �i tv h HI Ai ; '� / ' Iwo ZL Do 'R4 jt Lra TA*47S - - - - - - - -_--------- 1-} 14 w A � No So ! le fV SToRn��1 2A �NAG� ��- A�1 STATE Nw?' ad �. ST�.TE i�wY CoLLE6.� Sr�TtaN � I'Wk AS