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HomeMy WebLinkAbout4855-3I I I I I I BENCH MARK NO. 119 I I LOCATION: I t BRASS CAP NORTH END OF NORTHWEST iv I I CORNER OF SIERRA AVENUE AND ARROW DEPTH OF BEAM NUMBER OF BOLTS A501 FULL HEIGHT SHEAR fE THICKNESS TMP. 2- 3/4"(P 3/5" THICK 10" AND 12" 3 3/8" THICK 14" 3-1110 3 16" 4- I" (P 3/8" THICK TYP. I W 14x61 BEAM W 8x13 BEAMS (TYPJ I I yy 14x'14 BEAM W 8x13 BEAMS (TYP.) I 4 I 4 2 5 54 - t I I _ TYP. 2 5 I 54 - I I TMP, I I o I I I � I of I N I e N I R X I O X - xl I I I I I I I I I - I I I I I I I 54 I 1'-0" I 15'-O° I I I I I 54 I I I'-0" 18'-0" I PAD 51ZE d REINFORCING :I PAD SIZE d REINFORCING PER DETAIL PER DETAIL TYPICAL SECTION @ MOTORCYCLE PORT CANOPY TYPICAL SECTION CAR PORT CANOPY I/2m=1.-0• 1 BOLTS PER FULL SCHEDULE, TYP. AEP DE51GN SPAN HP -12 ° PENS ° W 5%. BEAM; EQ. (I I/2d MIN) #12x1" LG. S.T.S. ®12" O.G. (TYPJ � 22ga. ROOF DECK (48" MAX. SPAN) WHERE OCCURS 1/211 TYP. FULL HEIGHT SHEAR fE AT BOTH SIDES, OF WEB TYP. AEP DE516N SPAN "HP-120 229a. ROOF DECK SEE SCHEDULE FOR THIGKNE55 (48"MAX. SPAN) ) _ _ _ _ _ _ _ _ _ _ _ _ _ #12x1" LG. 5.T.5. ® 12" O.G. (TYP.) I/4 WEB OF BM. _ I PARTIAL PENS I 1/4 TO OF COL I `^` 3/4" THK. STIFF f' t I I 1/4 • I I I/4 Ll W 8x13 BM; PER PLANS I I oil EQ. ( 3d MIN) I FULL "W" 5%. BM.; PER PLANS W 8x13 STL. BM. (INTERMEDIATE) "W" 5%. COLUMN; PER PLANS I PENS TYPICAL 1/4 I/4 "W" 5%. BEAM STL. BM.; PER PLANS I I I I PER PLANS I I I I I I BENCH MARK NO. 119 I I LOCATION: I t BRASS CAP NORTH END OF NORTHWEST iv I I CORNER OF SIERRA AVENUE AND ARROW DEPTH OF BEAM NUMBER OF BOLTS A501 FULL HEIGHT SHEAR fE THICKNESS 6" a SMALLER 2- 3/4"(P 3/5" THICK 10" AND 12" 3- 5/4"0 3/8" THICK 14" 3-1110 3/8" THICK 16" 4- I" (P 3/8" THICK "W" STL. BM.; PER PLANS BOULEVARD. ELEV. 1275.25 DETAIL 6 DETAIL 5 DETAIL 4 DETAIL 3 Underground Service Alert I SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT SECTION 4216/4217 OF THE GOVERNMEN �cpeRR C/C��� ts;���-=�- :.r=�; Knapp& Associafes,Inc. T L oRE CODE REQUIRES A DIG ALERT IDENTIFICATIO � offti F'�,�rl.`=�� COMMENCE WITHIN TWO YEARS OF THE STRUCTURAL 9 408 South Stoddard Avenue DATE OF APPROVAL SHOWN HEREON scALE: e�F o Y NUMBER BE ISSUED BEFORE A PERMIT TO ,o 5, GRADING IMPROVEMENT PLANS DRAWN BY: CAMPUS PARKING LOT IMPROVEMENTS �� µ kAND CARRIED FORTH IN A DILIGENT L.H. AS SHOWN EXCAVATE WILL BE VALID f ;� 4 Fr r° San Bernardino, CA. 92401 U.C30577�, an tG `r_. E -Mail (KNAPPAE�AOL COMA CAMPUS PARKING LOT PROJECT FOR YOUR DIG ALERT I.D. NUMBER CALL Exp. 3-31-12 Y, 1"r: �� ;� 4 MANNER, THE CITY ENGINEER MAY DESIGNED BY. DATE: 1111 s i ,� ;, r UNDERGROUND SERVICE ALERT s� �P 4 t,s ` ,' TeI, (909 889-0115 REQUIRE REVISIONS TO THE PLANS TO L.C.K. JUL. 2010 qT C1V 1� �� `� ' '' `* BRING THEM INTO CONFORMANCE WITH /)nn TOLL FREE 1-800-227-2600 F FO 4t `r ~ t 11 Fax, (90) 889-0455 CHECKED BY: APP 0 BY: DATE: DRAWING NO.: OF CA�� , _: CONDITIONS AND STANDARDS IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG REV. i I i REVISION DESCRIPTION DATE ENGR. CITY DATE L.C.K. it1cI fy R.C.E. No. 51152 4855 S4 CLIENT: CITY OF FONTANA TKE JOB #: 101-49