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Home My WebLink About2918-4-- -- 1.70 m - - _ _ _ _... - 2.74 m - - -- -� j- - 1.07 m _ --; ' ---- 1.07 m- -- - _1.07 m -- I s i I i I i I I etric 04 1 n _ iI - --- I - I- Ui rr I •i- i i a: _ 1 i . i i I S K 1 I ' 1 _ ...... .... _ 3 rn GRID E -►300 - L _l.._ _.. _ 4, I I 1 M A=1.3D m? r j i rl i i t I I I li I III I u r TYPE 1(3.05 m) ARROW r - ! J 300 mm GRID -i i J._. I - -- ..�..- - -- -, --•..� I 1.83 m ......- ----• -- • -----L .,.'_.... A-3.34 m2. _t. I I i I TYPE VI I i ARROW 300 mm GRID I 1 I i I I I It t , I I , I I •r - I -- - • - - . - I -....T !I 4 ' 300 mer. GRIDA=2.32 m2 '2.21rr, __.._._.. I ! i kr TYPE I (5.49 m) ARROW I 4 , r E I ' I i4 LU I 1 I 300 mm GRID i I j A=3.90 m2 ;3oor i TYPE V1 ARROW I I -- 2 = -- .:._. -! .. ;.. - l- RIGHT LANE DROP ARROW 300 mm GRID ___ (FOR LEFT LANE, I I s I TYPE 1(7.32 m) ARROW 300 USE MIRROR IMAGE) I i __. i _ j_ ! A=1,39 m I I I I i .i. LD TYPE IV (L ) ARROW �- ._._F..._ I__ .. r _ -4 _-- •�. (FOR TYPE IV(R) ARROW, 0.53 m- USE MIRROR IMAGE) j_ ru I i l 1 I I -_ - --i . . - ,. I r ;; i . r4 �• s l Jr i I i I I E I I � i 600 ' E I K I � I ! I I - 300 I I I I A=3.06 m2 TYPE V ARROW NOTE MINOR VARIATIONS IN DIMENSIONS 1- -` ? i -'- r ' --- i l -- I _ -z OEP STFTE OF CAUFCR^aA MAY BE ACCEPTED BY THE ENGINEER. _L.- -..I- ' II _..:_..._.i - - - i- i- ARILEENT OF TRANSPORTATION -H 150 300 mm GRID->?30ePAVEMENT MARKINGS 150 mm GRID A 2-5t mzARROWS A=0.65 m` TYPE VI I (L) ARROW BIKE LANE ARROW (FOR TYPE VI I (R) ARROW, NO SCALE USE MIRROR iMAGE) MILLIMETERS LL UN ESENSIS OTHERWINS ARE SESiOWN 7 - .1• 1; TI {;I;J:i•i A•,4.,, L JI t.l EXCAVATION BACKFILL 0). EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL DO >`m! - OG or GP OG or GP ro o OG or GP . ___ etric "_9 dote rh' I i- ! 'i, I it � =; •��: Nlo - _ ` , _ •• - 80 Nle NOTES 600 600 600 - 90 I. Unless otherwise snown an the plans or specified in the special provisions. the Contractor shc11 have the option of selecting the class of RCP cnd the method IN TRENCH IN TRENCH SAND BEDDING SOIL CEMENT BEDDING of bacK+lil to be used, provided the height of cover does not exceed the IN TRENCH value shown for the RCP selected. Example: 600 mm RCP culvert with maximum cover of 5,50 m the options are: a) Class V Special or stronger with Uethod L EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL b) Class Il! or Stronger with Method 2. Embankment Embankment c) Class II or stronger with Method 3. constructed I o Embankment �' constructed , 0 Cover is defined as the maximum vertical distance from top of pipe to constructod prior b.',�e prior to o rior to o finished t o excavation; to p ro grade within the length of any given culvert. „ Mme to excava ton _ excavation N.slst` , 2. The class of RCP, method of backfill and bedding selectein shall be the same 117 y: - throughout the length of any given culvert. _-- _�!Q 3. The "Ieng>'n of any culvert" Is defined os the culvert between; i_ m o "s o - m {- o I - 50 a) Succossive droino a structures (in, unctions boxes headwalls etc.), v, 01 _._L_ \! .__i! _._t_ g a r I r :' Zt_._.. ' s' _ __.. b) A drains structure and ,he Inlet or outlet end of the culveri_ �. -� 600 , I- 600 i! �i n00 c30_..� 60 c) The iNot and outlet end of tho culvert when there are no intervenlrg drainage structures. IN EMBANKMENT IN EMBANKMENT SAND BEDDING SOIL CEMENT BEDDING 4. Slope or shore excavation sides as necessary. A B 5. Embonkment height prier to excovotlon for installation of alt classes of RCP !!! IN EMBANKMENT under Methods 2 and 3A shall be as follows: Pipe sizes 300 mm to 1050 mm 10 = 750 mm Pipe sizes 1200 mm to 2100 mm IID = 2/3 OD MINIMUM ALLOWABLE C_ASSES OF RCP FOR METHOD i MINIMUM ALLOWABLE CLASSES OF RC? FOR METHOD 2 MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOD 3 Pipe sizes larger than 2i00 Frail ID = 1500 mm Cover (in meters) A(Inimur•,r Class & D-Locd Cover tin meters) Minimum Class & D -Load 4.80 CIGss it 500 Closs II 500 1.80 C;ass It 500 1.81- 2,40 Class 111 6503 4.81 - 6.00 Class III 653 Class IV iOOD 2.41- 3.00 Class t i I Special SOD i3 6.01- 7.50 Gloss I If Special BOD Class V 140D 3101- 3.60 Class IV IOOD 7.511- 8.50 tit; Class IV 1000 0; j 3.61- 4.20 { Class IV Special 120D 8.51 - i0.60 Class IV Special 120D IMPROVEMENTS 4,21 - 5,10 I Cross V 140D 10,61 - 12,80 ' C,ass V 140D FOOTHILL BOULEV D - ROUTE 66 i 5.11 - 6.00 � Class V Speclot 170D 1 7.8; - i5,00 Class V Special 1700 M.S.O. Cover (in metersl Minimum Class & D -Loan 7.90 Closs II 500 7.91- 9.70 Class Ill 65D 9.Tr - 11.50 Class Ill, Special BOD 11.51- 13.70 Class IV iOOD 13.71 - 17.00 Class !V SpectGI 120D 17.0; - 20.70 Class V 140D 20.71 - 24.00 Class V Special 1700 6. The maximum size for all closses of RCP placed under Method I is 1950 mm ID. 7. Non-reirforced precast pipe sizes 900 mm or smaller may also be placed under Methods I, 2 or 3. 8. Oval or arch shaped RCP shot I be placed under Met hod 2 only. 9. Embonkment cotmpaction requirements govern over the 907 relative compacTion backfill requirement• within 750 mm of finished grade. IO.Backfill shoil be placed full width of excavation except where dimensions are See Notes 6 and 9 See Notes 8 and 9 shown for bock f la width or thickness, Dimensions shown ore minimums. METHOD I METHOD 2 METHOD 3 11.MIn►mum cover over top of pipe et edge of traveled way sncil be 600 mm for AC pavement and 300 mm for PCC pavement. REINFORCED CONCRETE PIPE 12,Where the precast non -reinforced concrete pipe Is used as a substitute for r See Not es i, 2. 7 ona 10 the cost -in-place pipe, both the wail thickness and the concrete strength shall be at least as great as thet specified for -the cast -In -plata pipe. EXCAVATION SACKFILL .-'"GP The fill height Mowed shag not dxeeed that shown for the cost-in-algce p1pe, ,0Cb EXCAVATION BACKFILL -. oG _ yeel 77r li liSoli cement -210° Min 60 - bedding 0 IN TRENCH ONLY IN TRENCH ONLY CAST -IN-PLACE PRECAST See Notes 7 and I?. NON -REINFORCED CONCRETE PiPE Underground Service Alert BEFORE YO Call: TOLL FREE 1-800 � 422-4133 TWO WORKING DAYS � BEFORE YOU DIG J LEGEND Structure Excavot;on (Culvert) i;'!ill`, Sand Bedding Structure Backfill (Cu -(vert) =; = Solt Cement Bedding 95% relative compaction. Structure Backfill (Cu'vert) Roadwey Embcr�cment 907 relotive compoct'lo, Loose Backfill Original Ground OD = Outside diameter for circular pipes and maximum vertical dimension for other shapes ID'. = Inside diameter I -or circular pipes end minimum vertical dimension for other shapes RCP = Reinforced concrete pipe 19 ' -- ----- • 1.83 rn - - ----•- - >u I. ( i I I , I i I I I 4- ; j I i r i I i I i - ...... I.. I N I- I _ L ...... i i I i , I I T - -I - I i 300 mm GRtO 3001- A -- 3.90 0018..A=3.90 m2 TYPE I I I (L) ARROW (FOR TYPE I i I (R) USE MIRROR IMAGE) NOTE MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. _. _...__....- 3.35 m j I I I I 1 i i I I i 1 f I ! I : I . I i I l � I I I 1 i ( 1 ! i E I ; I , • � i , II I I 1 I I I i I I r I i I I -r i I i l 300 mm GRiD I 300 r A=6.78 m2 TYPE I I I (B) ARROW 8 - 2.13 m • I ; �I • t- i i I I II : . .....1 . i i i --._ .4 • i I , - r-- 1• I I , i i I )t; , i I i t 300 mm GRID A=4.iB I'n2 TYPE I I (L) ARROW (FOR TYPE J(R) USE MIRROR IMAGE) DIST COUNTY ROUTE 08 SBd 66 T,tdc --- - -- 3.05 m . 1 11 I I I I i i i I , I i , I i..._....._ i 300 mm GRO Ar5.48 m2 TYPE i I (B) ARROW STATE OF CALIFORMA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERYltSE SHOWN ■NNIS'& nc mm!r ' � Civil Engineering -Planning -Surveying •Public Works 203 N. Golden Circle St. 300, Santa Ana, Co. 92705 - (714)664-0570 PREPARED UNDER THE SUPERVISION OF: ELIZER M. RUIZ R.C. . NO. 46158 DATE KILOMETER POST TOTAL PROJECT 17.49/19.84 SHEET TOTAL No SHEETS r 03 4-` d 4-- t1 � FOR REDUCED PLANS ORIGINAL o 20 40 60 80 ' ' I EA 317900' Q SCALE IS IN MILLIMETERS CITY OF FONTANA, CALIFORNIA 0; �rn DRAWN BYSTREET IMPROVEMENTS SCALE: : A.N. FOOTHILL BOULEV D - ROUTE 66 AS SHOWN DESIGNEDBY M.S.O. 'j'� S 0 I° 1� DATE: XXXXX XXXX CHECKED BY E.M.R. 7'_ �i' 1 rn 0 0 CD JOB N0. 11 APPROVE L� - sb-�� DR. N0. SHT. N0. 99089- 2� 4 OF 45 ACTING _CITY ENGINEER R.C.E: 51152 - DATE - - ��!