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Home My WebLink About4813-239+00 c� F W F -0 6 il V=9. w t w� w 10+00 11+00 W TELECOM CONDUIT R/W f., COO) T — — — 6 DOMESTiCWATER W6 WATER 8" WATER ; -- PROTECT IN PLACE MR; I t W 4' GAS -� -------- W_ _ ._ J _ W_ '_cu 11 R -- t ' ' DWGSEWER 459PER 00 o PROTECT IN PLACE MARYGOLD AVENUE Q 6+00 ao = -' =' f LINE B 7+00 8+00 +0 —�� — — — —l— -- --i- 0 33 m c� J = 33 1 33 Cid- - - - - - - --+ - - - - -i- - - --� - - - -I - - --F-- - - -- W _� �_ �_ E �_ 2 - _. 30 _ _ k 12KV ELECTRICAL CONDUIT — EX. R/W T { -__ J i ...-._.._ i ri.._ e -- e - - uji A ___e _�—___ 0____=_..v._-s-_..w.__._a_____�� a _ea _..... ,. �'_ _ �.� .._.... n A e — �rrsv-arr�4�':.�t:�rrr�rwrrr�. —.. `- ..� - .. . �.-. - �rroc■r�—:�rarrr=�r� :. — Q — — — — — — — 12+49.00=CL H SHAT ' \ PROPOSED -+J �36 I LATERAL B 1 4Q \\\ D1=38 x60 E LIPTI 12+00 PROFILE OF LINE R . AC EXISTING WATER METER PROTECT IN PLACE 6" FIRE WATER PIPE TO DRCP BUILDING -' PROTECT IN PLACE — AY._l_]..1.__�WT�d1.l..�A.R.AA.E....... PROTECT IN PLACE -, EX; 28"X19" CMP PER DWG # 1161, �X. CATCH BASIN FUTURE SD PER SEPARATE PLAT S D2=48" , F=8" T=4.5'- - - rr all - L=5', d- a L=5', P=5" _ '� l i 4.5' 1 1 14' 1 AC TO'BE REMOVED AND REPLACED i _ LANE �L I NE STRIPING PLAN OF LINE B, LATE RALS 6-1, B-2, & 1113-3 LIMIT OF INCLUDING NOTE: SECTION BASED ON TRENCH TRANSITIOTO WIDER CITY OF FONTANA STD. SECTION PLAN NO. 1008 MARYGOLD AVENUE STORM DRAIN TRENCH RESURFACING SECTION SDISTA 2+88.00 — 12+76.06 SCALE: 1" = 4' BASIS OF BEARING BENCHMARK p THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: o E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. IFT.1 DIAL TWO WORKING 12433, P.M.B. 165/35-36 O.R. 586 1140.951 438 1140.418 BEFORE DAYSBEFORE DIG 5 YOU DIG TILL FREE 1-800-227-2600 4 A PUBLIC SERVICE BY LNe-ERGRIMMI) SERVICE ALERT REV. w I SLURRY- BACKFILL LURRYBACKFILL BEDDING PER GREENBOOK SECTION 3nl i 9 1 .00ATI6N OFvCB' REVISION DESCRIPTION MECHANICALLY COMPACTED BACKFILL (90% RELATIVE COMPACTION) LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGIH TANGENT 1 N89°24'08"E -- 419.56 -- 2 3 N450351 2"W -- N13 07'20"W -- 4 -- 10.20 -- 4 N13°0.7'20"W -- 10.20' -- 6 17'20"W N15 03'34'E -- 1 Q. 201-- S4.-24-'-- 7 N15003'34"E -- 34.24' -- 8 N15003'34"E -- 34.24' -- SCALE: 1" = 4' BASIS OF BEARING BENCHMARK p THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: o E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. IFT.1 DIAL TWO WORKING 12433, P.M.B. 165/35-36 O.R. 586 1140.951 438 1140.418 BEFORE DAYSBEFORE DIG 5 YOU DIG TILL FREE 1-800-227-2600 4 A PUBLIC SERVICE BY LNe-ERGRIMMI) SERVICE ALERT REV. w I SLURRY- BACKFILL LURRYBACKFILL BEDDING PER GREENBOOK SECTION 3nl i 9 1 .00ATI6N OFvCB' REVISION DESCRIPTION MECHANICALLY COMPACTED BACKFILL (90% RELATIVE COMPACTION) 18" RCP 18" RCP 18" RCP SCALE: X1 450-C-2000 LINE SD STA 9+00.00-13+19.55 6" I 23" �'j 23" �'1 23" 16" I - 7p-5„ ° SECTION A -A SCALE: 1 = 2 V B 9/27/111 TCC I VCA 1 (0-4. 8/24/11 TCC I W110-1.1 DATE I ENGR. I CITY I DATE * - =:no t _ � LE -_ _ _ ___ __ _._. _ _ - _41 �. _. 1+00 1+00 PROFILE OF LATERAL R-1 PROFILE OF LATERALS -g & 8_3 STORM DRAIN CONSTRUCTION NOTES 9+83.90=CL CB #2 /An 30 INSTALL 18" RCP STORM DRAIN E STREET STATION MARYGOLD AVENUE E W=14', TC=1137.79, V=8.31', 33 INSTALL 48" RCP STORM DRAIN H=4" A=74° 35 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO 3012, M — — — 3019, AND 3024 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO 3011, 3019, AND 3024 N CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO 3004 - -- 37 , 3008 , AND 3024 , WIDTH PER PLAN --LATE—RAL.S--B--2- ® INSTALL BRICK AND MORTAR PLUG w 81 B -2 V W LJ L V - _.. < _ Y6100 -2A '�r 41 CONSTRUCT CONCRETE ENCASEMENT FOR CROSSING UTILITIES PER a PROFILED 4 DETAIL HEREON IF CLEARANCE IS LESS THAN 1'. 4 ®42 CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD. 5 LATERALS B -3A PLAN NO 314-2. "Y" 2.4', WIDTH PER PLAN. o 43 INSTALL 38"X60" ELLIPTICAL RCP STORM DRAINCN B-389 & B -3C C14 44 INSTALL 19"X30" ELLIPTICAL RCP STORM DRAIN T B -3A PROFILED `° M 44 ENCASEMENT NTS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS 1 N EFFECT. O N SLURRY -- BACKFILL BACKFILL U cn o - BEDDING PER GREENBOOK SECTION I 306-1.2.1 >_0 0 20 40 60 SCALE: 1"=20' ENGINEER: PLANNING ■ DESIGN ■ CC#TISi'lIDN ® ® ® 14725 Al TON PARKWAY IRVINE, CALIFCMIAV2618-2027 CONSULTING 949.472.3505 FAX 949.472.83731 w !.RBF.com Q�pFESSIQNq Prepared Under The Supervision Of MECHANICALLY C MPACTED BACKFILL 90%. RELATIVE COMPACTION) 19"x30" ELLIP (=24" ROUND) 19"x30" ELLIP (=24" ROUND j'` 19"x30" ELLI�' (=24" ROUND) SCALE: X1 450-C-2000 LINE SD STA 9+00.00-13+19.55 „ J _ _ = a m CONCRETE „+ I 10'-8-3/4" ° � - XP LATS B -3A, B -3B, iSD STA 1+00.00-1+10.20 X Li in 0F CSA �`��\� Mtn (o -HM ._ D BY: [7ZK Z cnJ 2 F- cn '�' X p 481 3 ,` 2 T CL L) << o If D <(V M NMN to I I - - �. A to m m O m tD `N Lo¢ a m + - D X co _J +U -OD + oI o a (n 11 n 11 > COR " 4.. 37 36 n CONCRETE ENCASEMENT NTS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS 1 N EFFECT. O N SLURRY -- BACKFILL BACKFILL U cn o - BEDDING PER GREENBOOK SECTION I 306-1.2.1 >_0 0 20 40 60 SCALE: 1"=20' ENGINEER: PLANNING ■ DESIGN ■ CC#TISi'lIDN ® ® ® 14725 Al TON PARKWAY IRVINE, CALIFCMIAV2618-2027 CONSULTING 949.472.3505 FAX 949.472.83731 w !.RBF.com Q�pFESSIQNq Prepared Under The Supervision Of MECHANICALLY C MPACTED BACKFILL 90%. RELATIVE COMPACTION) 19"x30" ELLIP (=24" ROUND) 19"x30" ELLIP (=24" ROUND j'` 19"x30" ELLI�' (=24" ROUND) SCALE: iM LINE SD STA 9+00.00-13+19.55 „ 36-1/4" 40 36-1/4" 36-4/4„ „+ I 10'-8-3/4" DATE: 11 SO r\ L cn Z w U I o 0 z SECTION _E -B U SCALE: 1" = 2' o' (n OWNER: 0 Kaiser Permanente National Facilities Services' ;w _ >z Post Office Box 1216 Q J KAISER 0 Oakland, California 94604 0 - o C [TY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN r` Ln o DRAWN BY: MAY ULU AVLNUL 'B' SCALE: iM LINE SD STA 9+00.00-13+19.55 AS SHOWN 40 LAT B-1 SD STA 1+00.00-1+55.93 1i B 2 B -2B, do iSD STA 1+00.00-1+34.24 DESIGNED BY: DATE: Exp 3-31-2013 / XP LATS B -3A, B -3B, iSD STA 1+00.00-1+10.20 10/12/09 Q Q 0F CSA �`��\� Date °'ZT"� D BY: [7ZK � Af�P VE D DRAWING"NO.: 2 THOMAS C. CAR DY R.C.E 5 DATE. G RCF 5115, e p 481 3 ,` 2 T