Loading...
HomeMy WebLinkAbout1999-C-15a I to I I I �5 -0 F PIQ 105 5'1 )Wc,� AL. -L,. PFE lit— 00Wc.,T9.UC7i3OtJ rK FAC:5;Z I C 0 211 a. c- - 7�05 �-O(A-rlD�4, ONLY' HIP�All, AT �A7_U L'A ��O Q C rK __3 owl 15. F, �ACLA%� 11 ;;; �4/ H I k7U 6. 5 Ez p F17 -As 1, RA 1 L,. 4� Ir 7 z 4' rz ff �Atv- 0 2 TH I L -KEN E: P (\j L 2- - cow c E426 5_0 n 1: A. c, r_�, J�A 7-0 DUGOUT SECTION SCALE 3/4 =11�01R C. F�A'$El C. 5�-OeEF GD F-�CT 57(,0?-1fQG L�XA710�4 -7u 1z Fr ?A it L k H U_f�: OCCUF_ 5) id 10 4 IL d 2 F `��5F, A MOWSTRIP AT FENCE DETAIL D SCALE 3/4 1 0 CONSULTANTS ERIKSSON * P T RS * T1101 i REVISIONS `A. C�i aOL60 At�CHO F_ tr-I-AKF., FOP- 2;��'5 pr co A BASE BALL BAS SCALE P/ 4 " =1'-O" T W r. L w/ A611 r-A-cA L6 4rrfq) F-YPAW51CPO J010T— *'/& 1= e L. r P/ T e,4j�&%L tow. _55bolu a PL4o r-& r.,5 rApc i Haw, kl. A .A m�" vlp_v� C�= 'HOR DETAIL" (000 V15 t4,&.ruMAL 6,0"e-.- rA^/ 1 11-4,1:�, 1�4/ t-tftt:;P. 15'r-0cp P-1 rl * N 1,5 W. P;� Iwf:._4 C�TROL.;- P 1A .kAWT CT-rr') oq FL A V, EXPANSION/ CONTROL JOINT DETAIL NOT TO SCALE �10TF It Fc�_ EFxpAwsiow 5�� Pj_,A�4 A�,IP IQ �15 Cj::>WC - 9:t�N\AJN�6 Ll_-�/ p I Li t*11 F-� VC0 1`--ei F(1--41 SH 0 117 —71b 1', '4 95% com�,A-crFo CONCRETE PAVING DETAIL NOT TO SCALE F'A-'iT' FE, c 0 Q Q F,�; 0�., J ,A�-IE� r:r-r&2- A5p 7D P A RC�L Fp 2- pe 77 �2 a?,;0\j2_ 0 -Z" 1) cl., _5 t f�l er (t -4 4 46 7' .4, T ,F t4 rc OP 7 BACKSTOP FOOTING DETAIL rB SCALE 3/4 "=11-0" /_ Z:.,Vr PLAN VIEW ffi"K-A4 At-jt�> M -116-T ON - �'l Hi -f ;-" w4iT5 (r-rr) BASKETBALL COURT NOT TO SCALE ;riWrw�4 META% L F�� MV:- 71RErr r7PA"7S 0 40 TM5 AL -150 95F. -F. PETAILw5 /*��D�, \f" -41j �1-33j SOUTHRI E VILLAGE R .. P ASE LOTS 119A, 2.09 349 135 FONTANA, CALIFORNIA TREE GRATE DETAIL SCALE: 1 .1 0 LANDSCAPF ARC!H1TFC_THRF DEVELOPER *i . TEN-NINETY9 LTDw 14785 VILLAGE DRIVE FONTANA9 CALIFORNIA 92335 TION 3 H F' :�� 57�AILI-411,��4;5 4�7rFiF�L- %P �FA' P I F.-' �A VMT F057 f rr �bT 70fXEE_t7 0-01 7 ��A-rJ ZA CC NIC �1 F, D A?_�� �4 F Ar- 4� ;,,oZ' ro �2 CC�-IFA 7�4 1 C, A4 F,�A P, -- ARCH BACKSTOP SECTION SCALE 3/4 1011=11�0" SECTION 60u12 -T T - t) b# -F-6 v IVI 150TH Vozf"�, VOUT Off Ll �Jltn 10 ('10 A1c_Tr_1:> 1,* 4- 66�7 4 111, Mo. LA.— 0% A 40 40 ji, a. tv, J� T11 I A, 71 IT 7 17 7 F=",i i rili MCI, LA L& CAP F-F-4-AU12FIV L P0 -S. r t=A e I C, - 1,,!/4 " M I D IZ�A I (OCC U �ZS OW W 0 W &'HI644 rFQCF- E;F--W1iJP PLoA"fFE5 51�� F��,A�4 FOZ. WCATI ON). w GENERAL NOTES.., 7c 19 1. ALL WORK AND MATERIALS SHALL CONFOR14 TO _71L REQUIREMENTS OF LATEST EDITIONS, SAN BERNAOINO COUNTY BUILDING LAWS AND VOLUME III OF UNIFORM BUILDING CODE. 1/4 01-t4- EAIL-- PlFe 2. SOIL PRESSURE. MAXIMUM ALLOWABLE LATERAL SOIL PRESSURE IS P.S.F. PER FOOT OF DEPTH BELOW NATURAL GRTDE. AS PER SOIL REPORT BY LEIGHTON & ASSOCIATES DATED 3. STRUCTURAL STEEL: .7 ALL -PIPES 1-1/2- DIA. OR LARGER TO BE STANDARD"* SIZE PIPES GRADE "B" CONFORMING T 0 A. S. T. 14. 1� SPECIFICATIONS A-53 GRADE "B" ALL 1-1/411 DIA.- - PIPES TO BE GRADE NBN A.S.T.M. 120 OR A-53. cc4lic 4. WELDING: FI.ELD WELDING SHALL HAVE CONTI NUOUS'l NSPECTION A BY A REGISTERED DEPUTY BLDG. INSPECTOR. SHOP, L_j 'L_ AN WELLYING SHALL BE PERFORMED IN THE SHOP OF APPROVED FABRICATOR OR SHALL HAVE CONTINUOUS INSPECTION. 5. FABRIC THE-THRAIN LINK FOR SIDE WING FENCE TO BE 2 MESH - NO. 9 GAUGE, GALVANIZED WIREi KNUCKLED SELVAGE AT TOP AND BOTTOM FOR W ING AND BACKSTOP CAST. FOR BACKSTOP CAGE -CHAIN. LINK Tp BE 2 MESH - NO. 6 GAUGE GALVANIZED WIRE_; 6. -FITTINGS: ALL FITTINGS SHALL BE MALLEABLE IRON, PRESSED, - STEEL OR ALUMINUM. 7. TlEt: ALL IES FOR FABRIC SHALL BE ALUMINUM OR GALVANIZED STEEL WIRE, �9 GAUGE) O*C* ALONG POSTS AND ALL BACKSTOP 'AG H. cp VANDERWOOD JR. CHAIN LINK, FENCE DETAIL K 117�6. NOT TO SCALE UAI F C A0 DATE i u L_r, 1�56 11 DRAWN 7n. CHECKED-' W, V JOB NO. 1214 EAST GREEN STREET, PASADENA, CALIFORNIA 91106 213/681-3408 31815 CAMINO CAPISTRANO, SAN JUAN CAPISTRANO, CA 92675 714/661-7127 SHEET. Cw�15 L OF42-, 0