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HomeMy WebLinkAbout4248-5 \\ _,........__Ialto ......_ \ \ \\, 40\ 0 20 40 \ 80 \ \ \ \ \ \ v `v VA ORIGINAL SCALE: 1"=20' - vv \ y Vv VA o A \ V \ x V \ A � X ' --- t , u X 3( - v\ N _ \ Median-Re-Striping N ���271 - rt Per Separate Striping Plan W �, Sta 43+31.29 East Ave= \ \ a + p P g .I � aD aWD CL-tnt-Sto-10+OO.00 tularschat Ct VA ,, \ nC .- \ff A + (p \\ \ \ © � :la East Avenue St Li•ht Aco \r" w 73 3 43+00 42+00 - ------- 41+00 40+00 X .5y+00 +0 I .....# l A 47,- \__\\\ I - - �V - _ / N00'1 1'30"E -� - X - I - - X I- - - I - - - X _ \ - -F - 37-f-- -)\--. • . , 0 0 \ Exist C&G N _, \ C°3-) Exist St Li•ht J NN \ o0o a o Q No o N QO,0 oo� = O ch Sta 40+ •.43 0 O 0Sta 38+83.07 e -- v,(� \ Exist St Li.ht o Sta 40+13.43 IN O V� ��_ �� End Curb "Sc'' " / End Curb R&R E1st C&G End Curb R&' u NNII o 0 \'� �� Nio c N :p wErni;,n '- 1210.51 TC-Join o, N 1211.16 TC-Join N 0 ', 1213.44 TCloin 0 r D -77')/ 1.1* 7- 0 Exist 6' Sdwk - - \'o, \ \ t,10 + - -v o r-+-'- ^-' , +- - --- - -g-T6-,„ �- 120984_FL aloin.- >> + FL-Join ►7 -- --- ,`� , -- -, ,R0 - O O v � v �. 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S - - - - - - - iy.>_ w oN' \� T c V Ac a� rn, oD VA o �� Exist 6' l Li ht R \ W- et �' l, St �' - - - _ Wr2r !tE�A - - - -_ J J J J a \ Exist ( St! _ - - - - - - - X - _ - <J - - 55' <, _ \ J O J 9 5.5 a= 'S� PB l O l ater Sdwk CU ® S_ M116111t 16 �!� A /� - ",. ;darn - _ -Join ` -10.- - 21 17 LV �� i - ® \ J RI �� _\ \ M M a + �� � M M M M� _ S-9"C ►� I 1214.32 Inv-GB -- - I \), -- 3 �I M -_ - - - al - _� M M M M PPacwY Drain \!` / Exist K/W _ pli 8 C - _. \ 1'lMintli -- - ---- - -z M M M M M StlxiW 8" \ \ I l\\ f Exist W m • / Water �, CD Ln o 8' CF = Trans 1-2, n� _ Backfill & R grade Re oval N -ice AExist R W N ® O� oTrans _c_.) 1211.00 T - /� Area to Match Ad'acenIN \ \ \ S • •>:,\_:, / m Pkwy Drain cn I I " �� r o v 1A- V, 1219,00 Inv-1 •• Exist 8" Stt- (n p ,� o ,o c v Parkwa Grades •w 2 4.50 I I F B �' o- N s A 6 , oo v o v Water CVWD w y n N �_ \ P rkwby Drain \C; I \ i o o o\ 1 11.1 - � ) al o 0 • 3 nv, `r°�. \ \ .1G,.0-i- 1 �. R I v -� _ (See Plans) t.�, � ) N I • °‘I I ♦ \ r ca rn \ Q N \ CD LTJ �� ,/ 3 .- 3 Q p co \� \I 33 O v - \ Sight istance 8ii m 6, m rn 3 .8 m v \ \ \ - 3 \V Limited Use Area 1210.97 TC A 3 ti I I I \ vA cn • VA �j i 1210.64 TG-LP \� \ V ��N Exist :dwk \ A X V \ l.li I �,4 s -3- c's 1209.64 Inv 4" Curb r r N LJ LJ N ' co \ X //� w/Gutter 4"`Curb 3 NN X II II I \ \ '3 � II A \,,,' A X \ cAL , A / \/ \-,„N_„ . II II I \ ND I %.E' % \ 3 / \ \94 A- \ X cinI I Proposed 20' j . 3 N \ i \ /N / \ \^ods.o Sewer Easement X ® �j�s / \ r \ Exist SCE ® \ `s'o 0 I I-- I X s �\ L�J \ X Trahsmission / I (� I I - 0 /A, O \ .. \\ \ ® \ower \ N / II ___I t ---.1\ ' i o \I s \ \ \ N X 7 v \ I QI I o \ \ \ �� ® \\, \ IN / / \ry �� �\ I s ® 09 N \ \ III Al I I I \ \\ \ - / • • \ III i ac III 11 A \ V \ \ \ \ i Q I\ I I / s v v X X \ \ II 1 II II , 1 \ X N N X N \ r� \ \ ,D v\ v �, y \ o) RC1 - - E ,, 600 mm '� g^: INLET INLET RECTANGULAR TOR COVER °TR YE"' 8L �I (24 ) ' TYPE 2 TYPE 1 COVER vu%� WPRO1E ENT STREET CONSTRUCTION NOTES: �r.7B�1� S�E Ns- I5 µAcNO Onsite Improvements -, F^ I~ 6`� NOTES I Easterly R/W By Separate Permit O Protect Existing Improvements (As Indicated). 1= ( $,,3 )4 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. o- 1 6' O2 Construct 8" Curb and Gutter per City of Fontana Std 1000. SECTION I A R !� �� 2. 1F THE TOE OF SLOPE IS ALLOWED WTH,N THE R/W, INLET TYPE 1 rn INLET TYPE 2 -T 4 tt ' BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. �+? O Construct 4" PCC Sidewalk Per City of Fontana Std 1006. 8 N n e I.� 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND( ) o 6 ° _F 5.16' Inv 250 m B // THE R/W LINE IS NOT REQUIRED W-1EN BACK OF WALK IS 600 mm 24` BAR 10.) ��� OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND p y Per Plan 4 Construct Commercial Driveway Approach per City of 16 mmAlniteinI0 Fontana Std 1002 ("W" per Plan). (5/e")p I m TO THE R/W LINE IN ANY EVENT. 3(n L- >s (3') MIN 4. TOP OF INLET STRUCTURE (TYPE 1 k 2) SHALL BE FLUSH WITH ADJACENT 0 --F. FL Per Plan 1 » �sEP. o SECTION (6o m SURFACE WHERE PRACTICAL. 0_D_ / /� TC= Construct Parkway Drain per APWA Std 151-1 ( S per •"" ' ' • 6I 'l"r �6 INLET TYPE 1 5. A HEADED STEEL STUD 16 mrn x 160 mm WITH A 25 mm HEAD / / I FL+1 O /\ 4:15 DETAIL OF ANCHOR ` (5/8" x 6-3/8". 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT Join Curb per Plan \ / / I » L//,mmil _ \` Plan) and Modification Details Hereon. WELD MAY BE USED AS AN ALTERNATE ANCHOR. Exist 8" CF ii I �' CURB FACE _ 75 mm / / / 6 Construct 8" Full Depth AC Pavement -- ANCHOR O 3 DLme'Act 6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 125 mm (5") // I O Ft �1-----�---- •rR --- AT POINT N AND P. �/ - - _f \ _I /6/ �� % __ 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL / / - ( ,111111E111----111=,,,-- . - Inv-GB O Sawcut and Remove Existing PCC Dwy. POINT M POINT N POINT P BE PARALLEL TO THE TOP OF SIDEWALK. :•"-,- .(7) v _ POINT O� 8. SLOPE = 2.07. Curb Face / / / Per Plan - -- / DIMENSIONS SHOWNTHISo R&Rper // O8 Sawcut and Remove Existing PCC Curb & Gutter. 9. D MENS ONS ON PLAN FOR METRIC AND ENGLISH UNITS ARE NOT Plan A EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR H / / / / PLAN CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, / / / /1 Section O Sawcut and Remove Existing PCC Sidewalk. I ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, (-) / / / / / 3000 m"On _ s ��mm(10') ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. / / // No Scale A 1 O Sawcut and Remove Existing AC Pavement. / / / / TC GRADE LINE ILS L S/2 11 Proposed 8" Sewer per Separate Sewer Improvement Plans. TOP Dr R1p8 SHOWN ON PROFILE r T�OF CUtB " / - / / -- ---i-- --- -- --�ri __ 10 CF / ,o S+ ////// / 5.16' - POINT 0 /, / / // 12 2" Irrigation Service & Related Improvements Under Separate POINT M POINT N PROFILE POINT FA / / Ne 1 Lrn Permit by Cucamonga Valley Water District. GALVANIZED STEEL FINISH,K v / / I °� ° < _a 13 See Landscape Plans for Parkway Landscape Improvements. AN;:_E / / ° • � . u a 4- a a • 1 ° 4.-24/=.•.4 din .aa.--n� d 6" s mm BAR FOR s"75o mm( Ate LESS,USE: pc ,,,d - . FL Per Plan / " SPACING,mm ANCHORS. OTHERRISE•USE 3 AN_NDPS, (4') RATTER y,, NOTE 8 I Invert In 300 02') 240 in m m .....-SEE I / ` FOR (I/O') ..;•: 10" CF / / 450(18") 240(r) 1200 mm(18')AND LESS, •.Z / / a ' 600 24" ,240 7' 8.75 mm(3") 11;5) / ., a ° ( 1 ( ) USE 6445149.5(21/2 42.43/8') 200(;.,r)1 I mm 1 O" CF a ° 750(30 i 240(T) GALVANIZED STEEL ANNE. Q 900(36') 240(Y) GUTTER to 6' Sdwk I a o e g 1050(42') 210(6') OTHERR!SE,B•100 mm(4"). USE 844764127 ez s Nc SECTION A-A " a 1200(4e') 180(5) (3-I/2'0'41/2')GALVANIZED STEEL ANGLE. c R&R per Plan 1 ..- co 1350(54') 225(6-1122') i,66;,70 E 1I' S 16"mm C' 1500(60') 1e0(s) BARS ARE nu(p), ; 6 ,F1DM•420 mm +, 1650(66') 180(4') - .r 1 _<•41:„-. _ 0,2;112")MAX OC - 1800(72') 120 O-1/21 f BARS E C ° Section �er, Curb Face SECTION B-B g" R&R per Plan Note: No Scale B vsOFE� v 3 QAMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER I . r�i RROMULGATEO BY TYE STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION•SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN See APWA Std Plan 151-1 for Conc & - ?• 7 �T't PARKWAY DRAIN Join Curb per Plan 1 Steel Requirements, & Other Related m PUBLIC WORKS STANDARDS NC METRIC • METRIC i , GPEENBOOK CO"Mit7EE 151 - 1 151 - 1 Exist 8" CF Details Not Shown. rn ,8., PARKWAY DRAIN Exp/ 3► 0 REV WA I . S.. (041 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SHEET 2 OF 2 I * - i I MODIFIED PARKWAY DRAIN DETAIL 474.OF CAter. No Scale A EL.„, i, SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA D 0 Plans Prepared By QROFEss7oti IMPROVEMENTS NOT COMMENCE WITHIN TWO k��°��,�( E. No<<Fyc STREET IMPROVEMENTS ` tH.� YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4 g, `` m East Avenue No/an Consulting, Inc/nc �, DRAWN BY: SCALE: ct RCE 52646 S3 K. Nolan DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE 26901 Camino de Estrella, Suite D - FROM As Shown BEFORE I DAYS BEFORE * Ex . 12 YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE Capistrano Beach, California 92624 P /31/08 * / DESIGNED BY: J DATE: Y, Ph: 949.240.7555 fax: 949.240.0755 r civicK. Nolan Marshall Ctrto X50 /0 Marshall Ct. Mar 2007 TOLL -800-227-2600 (ZECO (tp j)teF}� Inl rj 7��/� K,�,- ,� 7�,� PLANS TO BRING THEM INTO CONFORMANCE WITH s9TF CA`\F P I Date : /3/P7- CHECKED BY AP OVER BY: DRAWING NO.: 5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. Civil Engineering and Project Management KELLY E. NOLAN R.C.E. 52646 K. Nola ,./ DATEt " 'OT 4248 CI ENGIN. R.C.E. 5115 6