Loading...
HomeMy WebLinkAbout3377-12P.I.P CAP DETAIL PER STIR. ENG. POURED -IN-PLACE CONC. WALL STANDARD CONCRETE W/HEAVY SANDBLAST FINISH. 02 CONC. FOOTING 30WATERPROOF WHEN RETAINING 012" SQ. GRAVEL SUMP (CONTINUOUS) W/ 3" PERFORATED PIPE WRAPPED W/ FILTER FABRIC WHEN WALL IS OVER 24" TALL & RETAINING. OSTEEL REINFORCEMENT PER STRUCTURAL ENGINEER. 1(jl) 8" P.I.P. CONCRETE WALL SIGN PANEL 3 3' 18" MIN. (TYP.) I N w >w :) 6" MIN. PER STRUCT. ENG. 0—\ 4'-10" 3" RAD. 0 CORNERS TYPICAL N —(8" 5DIA. O1 CONCRETE STEPS—SEE DETAIL 2. SHEET L-5 1 1/2" DIA. TUBULAR STEEL HANDRAIL. PAINT WITH (1) COAT OF PRIMER & (2) COATS OF ENAMEL COLOR TO MATCH Z9 © GRIND SMOOTH ALL WELDS AND CORNERS ® CONCRETE FOOTING IJS 2" DIA. TUBULAR STEEL SLEEVE—FILL WITH POR—ROCK AFTER SETTING HANDRAIL SECTION 'BB' I 4'-10" i I (2) #5 HORIZONTAL 3" CLEAR I FROM SIGN SEAT 1 A SECTION'AA' 3' 1 _ NOTE: Q "THE WAVE" BIKE RACK, FOREST GREEN FINISH FLANGES FOR MOUNTING, MODEL #WBR-700, AS MADE BY LA STEELCRAFT CONTACT (800)371-2438 OR (626)798-7401. 2 12" WIDE X 6" THICK X 12" WIDER THAN RACK (BOTHSIDES) CONCRETE RIBBON Q3 90% COMPACTED SUBGRADE �4 (4) 3/8" DIA. BOLTS W/ LEAD SHIELDS. UNIT PAVERS PAVING a NOTE: CUT EXCESS BOLT THREADS AND SMASH THREADS. BIKE RACK 0 PRE -CAST CONCRETE CAP 1 C_ REAR CL FRONT 02 PRE -CAST SIGN WALL C-7 I 03 FORMED CONCRETE CONSTRUCTION W/ RIVERROCK STONE VENEER (ALL EXP. SURFACES) -TO MATCH CITY STD. USE BRICK TIES 0 PROVIDE 3'-6" WIDE x 12" THICK 12" MAX. VERT 816" O.C. CONCRETE FOOTING HORIZONTAL FOR 1/2" #5 VERTICAL REBAR VE N ER T 0 N a 8 1 N r F.G. A co°e. Ie a a a ' .T e ¢ a0 t Za e a , a 'd ' 'e e 4 v 'A a e " a.. „ e ; .. aQ a • 4. ., a .� u.A 4 " d 24 $ 24 a e 1 i0 Q 4 24 a a e a, _.24 'j cV a a e a ' �.. A e A e. w -'8 v e' 4 a 64 4 2ON " BEYD 5 5 5 5 (TYP.) ELEVATION INSTALLATION NOTES: 1. CAST—IN OR CORE DRILL (9) 3"DIA, x 22"DEEP GROUT POCKETS INTO FOOTING PER ANCHOR BOLT PATTERN. (SEE PLAN BELOW) 2. TAKE (9) 3/4"DIA. x 23"L COIL RODS AND THREAD 5" INTO (9) 3/4"DIA. COIL INSERTS, LEAVING 18" OF THE COIL ROD EXPOSED. 3. FILL ALL GROUT POCKETS W/ NON—SHRINK GROUT AND POUR EPDXY ON THE FOOTING WHERE SIGN WILL BE PLACED. INSERT SIGN W/ COIL RODS INTO GROUT POCKETS. 4. SUGGESTED ANCHORING METHOD NOT CALCULATED. PLEASE CONSULT STRUCTURAL ENGINEER. *PRECAST SIGN AND INSTALLATION TO WALL PER CITY 116" 23 1 /4"O.C. f' 69 1/2" i 10" 2 1/2 - BORDER /2"BORDER 36" KGROUND I #4 HORIZONTAL 12" O.C. F.G. A CID El USE BRICK TIES 0 12" MAX. VERT & 16" O.C. -#4 VERT 16" O.C. HORIZONTAL FOR VENEER TO CONCRETE 1 1/2- CLEAR #4 HORIZONTAL TO REINFORCE 12" O.C. ORIZONTAL CONT. 0. * INSTALLATION IS REQUIRED BY OTHERS. *APPROX. WT; 452 LBS. FORAFTER: NO. * ALL EDGES TO HAVE 1/4" RADIUS MIN. * MANUFACTURING TOLERANCE *1/4". 09/14/9011 * PRODUCT: QR-CAL2533iN-A21 * QUANTITY: S * CONCRETE COLOR: C1 -NATURAL ze na ure * CONCRETE TEXTURE: T4 -MSB 0 dooe o< ft dt 9 or * UD COLOR: BLAC 10 p %tom * LID MATERIAL: AFI • SEALER: STANDARD GLOSS SEALER • INCLUDE CABLE & BOLTS. • GWO—GALVAMZED-30 GALLON LINER • STD. 2*MA, DRAIN HOLE * 5000 P.S.I. CONCRETE 22" 25" I.D. O.D. PLAN VIEW UD 'A21' zI - 33"HT. --j �-- 17 -BOT. O.D. ELEVATION VIEW QUICK CRETE PRODUCTS CORP. CONSTRUCTION PLAN 3 731 Porkrldge Ava. P.O. Box 6.39 CALIFORNIA WASTE CONT. (QR—CALM3W—A2of Norco. Co QMa GO (909) 737-6240 Fax (909) 737-7032 PATMCIA A. MAJARRO PARK - 8 REAR CL FRONT L .10" 1 i 1 r- SEE BELOW FOR CONNECTION OF SIGN TO MONUMENT WALL 8" ��IIII=11 HORIZONTAL CONT. * INSTALLATION IS REQUIRED BY OTHERS. *APPROX. WT: 2.124 LBS.20f03 * ALL EDGES TO HAVE 1/4" RAD:US MIN. *NOTE: ANCHORING REQUIRED im * MANUFACTURING TOLERANCE #1/4". AS SHOWN IN DETAIL `A". • PRODUCT: QR-36SP(MODIFIED) * QUANTITY.- 2 * CONCRETE COLOR: STAIN (SEE BFI OVA * CONCRETE TEXTURE: T1 -SMOOTH * SEALER: TUFF COAT SEALER Authadaw * INCLUDE COIL ANCHOR ROD 1 > axle *Signature � Wulf w a ilii ttd toles eatlmfo/Cmn io padnea tlta drtwig o lima b." io pmao b1/C iok�s�. wade — 34"DIA. STAIN: ORANGE A A . V54 inr0 010 STAIN: al�x 0 (1) 3/4"DIA. U COIL INSERT e'DIA. FLAT BASE PAD Z� (1)3/4"DIA. x 17"L. COIL 12" " ROD FOR ANCHORING BOTTOM VIEW 1/2" 4 / 3"DW x 14"DEEP GROUT POCKETS b a NON/SHRINK a 4 GROUT BY OTHERS FOOTING a 4Q a BY OTHERS SECTION "A—A" N.T.S. DETAIL "A" INSTALLATION PLAN QUICK CRETE PRODUCTS CORP. n (j RAN 1i FlrQ211S SHiMI 731 Pcrkridge Ave. P.O. Box 639 MIMII 17{JLL�y�a1tiV �p� p 11�O�IED 1 QR -30- 1' = i� RY O, p�q wme PATRICIA LMAMPAIS( Noroo, Co 92860 (909) 737-8240 Fax (909) 737-7032 I I T IE I C A P@ I Landscape Architecture and Planning 3195-B Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX z A W z z 0 o U IP -01 V Q V1 0 DVm CHK DATE 01/20/03 � �ovp%aSCoe CITY OF FONTANA JOB 00-018 Q( A. If, a I' H4 q�0 2782 `°� y-� LANDSCAPE PLANS * *1RAVN IMscom PATRICIA A. MAIC, °Jai PARK AS SHOWN 5 CE811D im 2/15/03 �FxOF CAL���� C1iECKt D BY, APPaovEn lm ?f-� 111fG 110r 12 DATrr 48 tiCE.�i2E•iiPaIDlIT6 3377 48, of 00 O•Cd1�4 �_4 �1 0 . V54 inr0 010 W U Z� ��,o� z A W z z 0 o U IP -01 V Q V1 0 DVm CHK DATE 01/20/03 � �ovp%aSCoe CITY OF FONTANA JOB 00-018 Q( A. If, a I' H4 q�0 2782 `°� y-� LANDSCAPE PLANS * *1RAVN IMscom PATRICIA A. MAIC, °Jai PARK AS SHOWN 5 CE811D im 2/15/03 �FxOF CAL���� C1iECKt D BY, APPaovEn lm ?f-� 111fG 110r 12 DATrr 48 tiCE.�i2E•iiPaIDlIT6 3377 48, of