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HomeMy WebLinkAbout2652-2I --Ab Al' NOTES I. FOR A ROADWAY 16'-0" WIDE OR LESS USE A SINGLE GATE. PLACE THE ANGLE CATCH ON A PERMANENT END POST. 2. TYPE K AND TYPE L MARKERS SHALL 8E PER STATE OF CALIFORNIA 'MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY% 3. THE REFLECTORS SHALL BE CUT FROM YELLOW "SCOTCHLITE" - FLAT TOP REFLECTIVE SHEETING, AS MANUFACTURED BY MINNESOTA MINING AND MANUFACTURING COMPANY.' OR DEPARTMENT APPROVED EQUIVALENT. 1. 4. PAINT GATE WITH ONE COAT OF ALUMINUM PAINT AFTER FABRICA- TION, 5. GATE HINGES SHALL BE HEAVY DUTY, MALLEABLE IRON OR STEEL INDUSTRIAL SERVICE TYPE 270 DEGREE SWING, OR DEPARTMENT APPROVED EQUAL. 6. US.E 100% PENETRATION GROOVE WELDS FOR PIPE CONNECTIONS. 7. THE PIPE SHALL BE CUT TO PROVIDE A CLOSE FIT -UP OF THE JOINTS. 8. ALL PIPE SIZES ARE STANDARD WEIGHT NOMINAL SIZE PER AISC MANUAL OF STEEL CONSTRUCTION. CURVE DATA NO. DELTA RADIUS LENGTH V 26"46'47" 230.00' 107.50' �N 2 013 * 46' 47" 246.00' 114.98' 0 43' 00' 29" 230.00' 172.65' P 43'00'29" 246.00' W EL 53-065-35" 130,00' 120.50' 53006'35" 146.00 135.33' L.I 80' 13'07" 35.00' N OT 84-49'28 pf 35.00' 51-82 Ck: a v CL a- +w CL o(D r o a M •- O Oe LC) T C14.� v-, °� o 0 100.00' V.C. '' T PVI=1170.14 + a00 w w '- �• 8Q 1� °� > N �G� a Va P- a - c=n SJ���� ® w �Q� \C�� X.Q J � r 'C� O � LL Zui °�• 4 M - 50.00' V.C. ' 11130 Cq Waw U PVI=1 i 82.57 C5 9 v r. w a e- PVi 1159.68 + C7 PROPOSED 36" p rn • a; + W a C.M.P. RISER c>_ + w a: o , W � �' :� $ n a; 0 II Q ��o uju �� Nr- Lj I) Cr ,o T� N Q O ° a: {la T cow O 0 QD a •40 .+wr- uj d� MN - 1'� • I EXISTI C.M.P. G 3fi RISER �- _- m T a T tCID 0- r 00 d aoi 0- 100.00' V.C. cn T � w o �- T . vi + a PVI=1169.81 1170 II 1 80q py tCia �2.13lo T © O wi a; In to CO Iri Uir N huj • d 1 T t� +1 80 f f p CN T ICU—o 1? + ' 2g �' �t p w O V) V_ r Q OQ 4 IG � Dp + Q � ;� In N a: p > V) t[} � II ` _ nNG V? N.- +w p W U .- a a 04 6 d OR,q �. IQ R, NG 1=2 L=56.80' VV) r ` w o 100.00' V.C. PVA=1159.35 rod ro • J 8.� R �Q.. T o � a, w o Q 0 Cob , C-4 CO �7 V? T p O + taJ 68.60 L.F. OF V) ,- �? 4 W O W ¢ � 18 R.C.P. �¢� MU©� a nT T V) r T to p e O 0+ �- r'•m nt1. V) r W tC + r T U-} V) r Q � T V) T— O 0 0- +w CO T N N< Q < �V) T NOTES I. FOR A ROADWAY 16'-0" WIDE OR LESS USE A SINGLE GATE. PLACE THE ANGLE CATCH ON A PERMANENT END POST. 2. TYPE K AND TYPE L MARKERS SHALL 8E PER STATE OF CALIFORNIA 'MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY% 3. THE REFLECTORS SHALL BE CUT FROM YELLOW "SCOTCHLITE" - FLAT TOP REFLECTIVE SHEETING, AS MANUFACTURED BY MINNESOTA MINING AND MANUFACTURING COMPANY.' OR DEPARTMENT APPROVED EQUIVALENT. 1. 4. PAINT GATE WITH ONE COAT OF ALUMINUM PAINT AFTER FABRICA- TION, 5. GATE HINGES SHALL BE HEAVY DUTY, MALLEABLE IRON OR STEEL INDUSTRIAL SERVICE TYPE 270 DEGREE SWING, OR DEPARTMENT APPROVED EQUAL. 6. US.E 100% PENETRATION GROOVE WELDS FOR PIPE CONNECTIONS. 7. THE PIPE SHALL BE CUT TO PROVIDE A CLOSE FIT -UP OF THE JOINTS. 8. ALL PIPE SIZES ARE STANDARD WEIGHT NOMINAL SIZE PER AISC MANUAL OF STEEL CONSTRUCTION. CURVE DATA NO. DELTA RADIUS LENGTH V 26"46'47" 230.00' 107.50' �N 2 013 * 46' 47" 246.00' 114.98' 0 43' 00' 29" 230.00' 172.65' P 43'00'29" 246.00' 184.66- 53-065-35" 130,00' 120.50' 53006'35" 146.00 135.33' L.I 80' 13'07" 35.00' 49.00' OT 84-49'28 pf 35.00' 51-82 CONSTRUCTION NOTES & QUANTITIES (D CONSTRUCT 3" A.C. OVER 12" OF 95% COMPACTED JOIPtT COOPERATIVE co>vlrmEE 1993 NATIVE SOIL. 602-0 SHEET 1 OF 2 CONSTRUCT CONCRETE TRENCH DRAIN (12" DEEP) PER DETAIL ON SHEET 1, Q CONSTRUCT GATE ANP !?iOLLAIZV FE►2 APWA STD 602°-1 . C TYP. PL I/8• ROO SLEEVE. TYP., / 3/16' R BEND AS SHOWN SECT 10 N A -A L�A 1/4' ROO � GATE RETAINING DEVICE DETAIL L31/2X31/2X1/4 CATCH. TYP. 1/4' U BAR 2' LONG E WELD TO EACH GATE FOR LOCK CHAIN 3 1/2' 0 STO. GALV. PIPE 6• LONG STOPPER, WELD TO 2 1/2' POST - 2 1/2' 0 STO. GALV. IQV PIPE EMBED IS' - 3 1/2. 0 STD. GALV. PIPE SLEEVE 24' LONG— 6• I 2 1/2' 0 STO. GAL`/. PIPE a �a o a � REMOVABLE CENTER POST DETAIL 24•-0' TO 32-0' L x 12' -O' TO 16' -0' I FOR ANGLE CATCH SEE GATE RETAINING SEE REMOVABLE U4L I/4L 1/2L SYMMETRICAL DEVICE DETAIL CENTER POST DETAIL 1 IB' ABOUT t POST ! ' 3 1/2' 0 x 8'-0• STD. 2 REO HINGE I 'Tr. GALV. PIPE O. PER GATE)--,-- PAVEMENT OR en 1• TA / EXISTING GROUND I' L?- a S TO. GALV. 300-C-2300 �._ PIPE. WELD ALL CONCRETE JOINTS ELEVATION DAMAGE THREAD AFTER MOUNTING. TYP. o O —TYPE K MARKER 3/16 N O 1/4• U BOLT �' PIPE GATE 3' REFLECTOR. TYP. to TYPE L MARKER O DAMAGE THREAD \L3' REFLECTORS AFTER MOUNTING 1/4• U BOLT. TYP. WARNING SIGN MOUNTING WARNING SIGN MOUNTING PIPE GATE CENTER POST AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMILIL ATED BY THE AMA -AGC STANDARD PIPE GATE FOR STANDARD PLAN JOIPtT COOPERATIVE co>vlrmEE 1993 ACCESS ROADS 602-0 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FON PVBUC WORKS CONSTRUCTION 10' 20' 30' 40' �t ' 120' 1 f5qi )::55 A 135 200 15 BENCH MARK R.R SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 i U+UU HORIZ. 1"-40' 11 +u VERT. 1 "s4' 12 57- f CK REVISIONS ` - uJ t/1 I 7- 6ia APPROVAL DATE APPROVAL DATE �l 3S 17,50 \ PREPARED 12 PHB & ASSOCIATES, RVC... 1828] 914-6355 FAX (S4] 914-3758 1620 SOUTH GRAND AVENUE, DORA. CAUFORNIA 91740 Approved: q Robert J. JWerman, R.C.E. 42723, Exp. 3-31 1149.2 o a � �x Ld �. Ld CITY OF FONTANA Drown b& CJG S O U T H R I D G E VILLAGE 'Ie: Designed by: TANK ROAD Date: Date HdCH MTD STREET IMPROVEMENT PLANS JANUARY, 1998 Checked by: -7//3/98 Dwg. No. 2 s CITY ENpNEER. RCE 25126 Date P:\13ROWGS\FIESTA\14243`TANKRO.aw9 6-a-98