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Home My WebLink About3487-4N'LY R/W STREET S'LY R/W I 60'- TO 74' I 30' TO 44' J, 30' 1 10' TO 24' 20' 20' 10' 5' TO 19' 5' 5'-9.5' 1 EX. AC PAVEMENT �� 2� AND BASE F5 3 2% M I MIN. 1 I 1 - 10� VARIES VARIES 1 r� i I --- -- -_ _ _ :_ ---- - --- -- ------ 0.33' AGGREGATE 0.54' AC 12A BASE 12 8+84.30 TO 11+29.30 TI= 9 TO 10.5 TYPICAL SECTION FOR BANANA AVE. 01 VARIES VARIES VARIES 100. DIRT OR PCC 'O� 2% MAX I VAR . .. , ES 1 CARIES DETAIL 1 NECESSARY WHEN DRIVEWAY APPROACH TYPICAL DRIVEWAY IS ABOVE EXIST. ELEV. N.T.S. EXIST. PAVEMENT 5' Vi (MIN.) YAR GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY 0.10' MIN. REMOVE EXIST. PAVEMENT AND BASE AND CONSTRUCT 6-1/2- THICK AC OVER 4' COMPACTED NATIVE. DETAIL "A" NOT TO SCALE 11 •,".+"'" AND S TRU CTURIES , Lm r� �`•�•�frTt<IA JI shrrulltt tIe erroN D E Of f�LOYI ` i NOT [ 2 •�•J �V2 S _1 � I TNt'fi •htE i�lllhylrUCl'gd'�I''i1i�141S!' i+rrlawllalr;wr' � to ltYr100 'OF AN, IN AbJACW IbB l PIIitTti YlllIO�llt1.4 1111 ltiiir >1AlI1fM>r#. AN lktlltil11611 IMMS:IMIIt aft**" NINI la 6M Atm TK nKaimma ^Aa JOIN, trill K t mmmT. IAD OB�1R'fM6rr , . • u 8 :�!••: �JhrflrNtrti.• � r: �Vi i1ww�Idr CIIIy11L1E11 = COUNTY OF SAN BERNARDINO REV. REVISION DESCRIPTION p O DEPARTMENT OF PUBLIC WORKS e5 CORD a eAW,1- 2, IMCOMMENDED/APPROVED BY: A VIA WA DIAL TWO WORKING RECOMMENDED/D BY: BEFORE DAYS BEFORE r4 ji YOU DIG YOU DIG P TOLL FREE 1-800-227-2600 SUBMITTED BY- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT teal► ]malalN 0�1[ EStyh L'MAL•' C A CURS 11KI CATCH BASIN (S1 (- I CURB CURS-� POINT k49006e POINT IS a ' POINT C t N Ji31TIER I POINTE AA, B POINT a F AN ,•-.---11NRC110N OF FLbN! +�•DIRfClION OF ROw �1� K .. NIt a D L N' L -`".-- F jPWNT D _PI I " FLOW LINE PROFILE C 01N SNE .CASE..A. Wo CATCH rata r--•- - .- -I W CA BASIN 131 r• - =T� CURB CURB- 7A--"0*0' NTS K11NT b i 7 1raNt t � am ON to IIII POINTE PLAN ..0-ro1NEC110N OF ft W IN *. ...._ NIT POINT E roNrr FLOW_ LOW LINE PROFILE 'LDI" u�Ie CASE B 2SmlRn9 ISO m" t" nlmR'all xa ti•Y IBe RM' to -)r M a oR VAR..: 450 AR ,-• �-+, (i I90 Ron VAR ' 1 FACE H V Y : VALUIT l 1 - • a' ' s' a Ir i4. 1 po .:. •� in a. J... r SECTION _ A -A SECTION 13 -13 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER �* STR STREET """a"R°METIRI:PLAN 313-1 1 SHEET 1 N'LY R/W S -LY R/W STA. 19+00 TO 19+61 900 STA. 19+00 TO 20+70.40 I I (5') UNLESS OTHERWISE NOTED. 1 120' to 196' WTM ST OR PUSLIC MO" MrSnMWN :�:;:;:•:❖ :•:;:•:;:•: ' I POST 1 30' TO 50' J 90' to 146' 1 9' TO 29' 21' BARBED WARE SHALL BE USED ONLY WHEN SPECIFIED. DATE: � 63' S7' TO 82' J 1 1 TO 21 $, FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR 89 49• ■ TO 7-: 1 1 tiv NEW 4' MEDIAN ( 2x B. 3 4 MINIMUM, SPACED AT MAXIMUM 400 mm (16'). 3IMIN. I DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE 2% 1 VARIES 4 VAS M 1 INTERMEDIATE SLOPE POST HEADWALL ��•� �•ilFENCE - - -- - - SUBSTITUTED FOR ASTM 615M STEEL. RAIL FOR WALL 14CKNESS LESS THAN ❖.•.! '.❖. . • mmOTE AMERICAN I---- --.-_, - .❖.•: .❖.• 1 6 0.54' AC 0.33' AGGREGATE HEADWALL 6 12 12 BASE TOP WALL TOP Or WALL -NOTE 7 18+75.62 TO 21+41.38 I I DETAIL, TI= 9 TO 10.5 HEADWALLCHANNEL WALL AND WINGWALL AT TYPICAL SECTION FOR JURUPA AVE. 01 VARIES VARIES VARIES 100. DIRT OR PCC 'O� 2% MAX I VAR . .. , ES 1 CARIES DETAIL 1 NECESSARY WHEN DRIVEWAY APPROACH TYPICAL DRIVEWAY IS ABOVE EXIST. ELEV. N.T.S. EXIST. PAVEMENT 5' Vi (MIN.) YAR GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY 0.10' MIN. REMOVE EXIST. PAVEMENT AND BASE AND CONSTRUCT 6-1/2- THICK AC OVER 4' COMPACTED NATIVE. DETAIL "A" NOT TO SCALE 11 •,".+"'" AND S TRU CTURIES , Lm r� �`•�•�frTt<IA JI shrrulltt tIe erroN D E Of f�LOYI ` i NOT [ 2 •�•J �V2 S _1 � I TNt'fi •htE i�lllhylrUCl'gd'�I''i1i�141S!' i+rrlawllalr;wr' � to ltYr100 'OF AN, IN AbJACW IbB l PIIitTti YlllIO�llt1.4 1111 ltiiir >1AlI1fM>r#. AN lktlltil11611 IMMS:IMIIt aft**" NINI la 6M Atm TK nKaimma ^Aa JOIN, trill K t mmmT. IAD OB�1R'fM6rr , . • u 8 :�!••: �JhrflrNtrti.• � r: �Vi i1ww�Idr CIIIy11L1E11 = COUNTY OF SAN BERNARDINO REV. REVISION DESCRIPTION p O DEPARTMENT OF PUBLIC WORKS e5 CORD a eAW,1- 2, IMCOMMENDED/APPROVED BY: A VIA WA DIAL TWO WORKING RECOMMENDED/D BY: BEFORE DAYS BEFORE r4 ji YOU DIG YOU DIG P TOLL FREE 1-800-227-2600 SUBMITTED BY- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT teal► ]malalN 0�1[ EStyh L'MAL•' C A CURS 11KI CATCH BASIN (S1 (- I CURB CURS-� POINT k49006e POINT IS a ' POINT C t N Ji31TIER I POINTE AA, B POINT a F AN ,•-.---11NRC110N OF FLbN! +�•DIRfClION OF ROw �1� K .. NIt a D L N' L -`".-- F jPWNT D _PI I " FLOW LINE PROFILE C 01N SNE .CASE..A. Wo CATCH rata r--•- - .- -I W CA BASIN 131 r• - =T� CURB CURB- 7A--"0*0' NTS K11NT b i 7 1raNt t � am ON to IIII POINTE PLAN ..0-ro1NEC110N OF ft W IN *. ...._ NIT POINT E roNrr FLOW_ LOW LINE PROFILE 'LDI" u�Ie CASE B 2SmlRn9 ISO m" t" nlmR'all xa ti•Y IBe RM' to -)r M a oR VAR..: 450 AR ,-• �-+, (i I90 Ron VAR ' 1 FACE H V Y : VALUIT l 1 - • a' ' s' a Ir i4. 1 po .:. •� in a. J... r SECTION _ A -A SECTION 13 -13 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER �* LOCAL DEPRESSIONS AT CATCH BASINS """a"R°METIRI:PLAN 313-1 1 SHEET 1 UW WITH STANDARD SPEdRCATiONa POR PUMIC WORKS CONSTRUCTION Approx. Sk except k/w approx. I y2 on elepin0 - - - - '-- -'- - - - portloe N r 6.6 pm'�\`, 31• RAO. 1 .• v�.. 'l•.�V ' y 1 . : :.. �.. •.:; EXPANSION JOINT _ GROOVING DETAIL js' RAO• I LIP DETAIL ' ENE 't I w►". � 4 I I/2 LIPS I W I tr cllosstwLx s NOTES: CURB FACE 1. Romp slope oft 11 be 1.332 saxleum. 2.. The rasp *011 have a 121 side border with 1/41 grooves approxisately 3/4" o.c. See 1000 Vding delafl. 3. When romp Is located In oenter of ourb return, it shot be gNvaved in a herringbone pattern with 1/41 grooves oppi ximotely 1 1/2" o,cr See grooving 11 11. Grooves should be aligned parallel to erosswolk stripes to direct blind pedestrians into appropriate proem Ik. When romp is not located in center of curb return, the surface *mII have a transverse broomed surface texture rougher than the surrounding sidewalk. 4. Rasps shall be built and finished so thot'thwe are no abrupt changes In elevation or angle of slope, S. Sidewalk rasps are required at oil corners it too ourbs and/or tidown Ike am to be constructed or reconstructed and shalt be as No., an the lmprovement pians. 6: Mod ifIbat Ione to Icost Ion or dIsons Ions of romp shall require approval of County Engineer end be IN tom an approved plena. 7. Thickness of concrete- 4 In. m i n I IIII " 1. 1 Indicates position of survey reference point (/10 Round Head Bross Sorsa. a in; mum length 1 1/41) set flush with top of curb during oor»truction. 9. Use Shen one or born intersecting streets Is a Secondary 1410my or older. Son Bernordine County Transportation DeWwnenl REV. 5ARS Ken A. Mffler SIDEWALK RAMP, 110 DIRECTOR OF TRANSPORTATION A DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED 3 if IIAP IAT 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 IN EFFECT. END POI CORNER THAN 30' 900 mm (36"' BOTTOM OF FABRIC F 1 300 12 200 I, _ (6 } H. m STANDAMPLAN METRIC 3.13 1.50 (51 7B0 OR LESS CHAIN LINK FENCE AND GATES OVER1.50 900 (5•) (36") NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). - D 3. IN EXISTING STREETS WHERE N0 PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER 'EDGE OF THE LOCAL DEPRESSION SHALL MEET. THE FINISHED STREET SURFACE. 4. IN NEW STREET'S, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Ht NIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D. RESPECTIVELY. ; THE ELEVATIONS OF POINTS P AND R SHALL BE SET M2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET 1= HIGHER, THAN THE. ELEVATION AT THE NEAREST GUTTER FLOW UNE. WHERE' THERE' 15 NO GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BESET HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB... S. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. H1 :NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H, - NOTED ON THE PROJECT PLANS. G - 600 mm 42 Feet) _ K - 1.5 m (5 FseU L - 1.8 m (6 F"t) M - 1.2 m (4 Feet) N r LS m .. tt` Fool Wo - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALL$ FOR MUTIPLE CATCH. BASINS. .THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (B INCHES) S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR _CONSTRUCTION SHALL BE ENGLISH VALUES` , AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER STANDAMPLAN METRIC 3.13 LOCAL DEPRESSIONS. AT' CATCH BASINS ��""� All D AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER INTERMEDIATE SLOPE POST�... ��""� All 300 rI (12- CHAIN LINK FENCE AND GATES ;"`• ..:.....,•.. .;SexTENSIONumw 600-1 I TENSION ..... ..... ............ -•• ... ill..... ••......,,.. (5') UNLESS OTHERWISE NOTED. POST TRUSS TIGHTE TEEL BAN LINE WTM ST OR PUSLIC MO" MrSnMWN :�:;:;:•:❖ :•:;:•:;:•: ' I POST - of-- -• ��/ TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS. EXTEND TENSION ROD TO TOP RAIL. 4. BARBED WARE SHALL BE USED ONLY WHEN SPECIFIED. DATE: � 5. POST SPACING IS MAXIMUM 3.0 m (10). 6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR OPENINGS LESS 'HAN 450 mm (18"). TIE FABRIC TO POSTS. INTERMEDIATE POSTS USED T 7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF 0 (36 B. • •• MINIMUM, SPACED AT MAXIMUM 400 mm (16'). 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE POSTS •GRADE USED FOR CONSTRUCTION SMALL BE METRIC VALUES. IF ENGLISH INTERMEDIATE SLOPE POST HEADWALL ��•� �•ilFENCE - 1�1•� •. .❖a USE PIPE SUBSTITUTED FOR ASTM 615M STEEL. RAIL FOR WALL 14CKNESS LESS THAN ❖.•.! '.❖. . • mmOTE AMERICAN (B-), II FENCE OUTSIDE WALL. aTAtIaARD rLAR - .❖.•: .❖.• 1 6 ..-::.III:..•. CHAIN LINK FENCE AND GATES HEADWALL 600-1 TOP WALL TOP Or WALL -NOTE 7 i E EMBEDMENT I I DETAIL, BOTTOM HEADWALLCHANNEL WALL AND WINGWALL AT AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 1, ��""� All s►IEn a of e CHAIN LINK FENCE AND GATES ;"`• H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H - 1.5 m 600-1 Rtv 1°t°m (5') UNLESS OTHERWISE NOTED. SHVFT 1 OF t WTM ST OR PUSLIC MO" MrSnMWN NOTES: 1, SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND- s►IEn a of e HEAD RIVET. 2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H - 1.5 m (5') UNLESS OTHERWISE NOTED. 3. .IF FENCE WITH TOP RAIZ. IS SPECIFIED, DELETE STEEL TENSION WIRE AT TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS. EXTEND TENSION ROD TO TOP RAIL. 4. BARBED WARE SHALL BE USED ONLY WHEN SPECIFIED. DATE: � 5. POST SPACING IS MAXIMUM 3.0 m (10). 6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR OPENINGS LESS 'HAN 450 mm (18"). TIE FABRIC TO POSTS. 7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE". B. STEEL BANDS AT TENSION BARS SHALL, BE 3 mm X 25 mm (1/6" x 1"). MINIMUM, SPACED AT MAXIMUM 400 mm (16'). 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EOUAL -VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALLVALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE i SUBSTITUTED FOR ASTM 615M STEEL. I AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER aTAtIaARD rLAR CHAIN LINK FENCE AND GATES 600-1 .01 Mrs.riv wIN W PLANS PREPARED BY: CITY OF, FONTANA, CALIFORNIA QROF ESS 1p,�l � � V�/I LLDAN AVE. N I' RU � JURUPA AVE. &BANANA ��•� '�•vL yc� 13191 Crossroads Parkway North, Suite .405 Z Industry, CA 91746-3497 DRAWN BY: STREET IMPRO I/EMEN T SCALE: NTS N0. C042866 9 � (562) 908-6200 FL SUPERVISION OF: TYPICAL CRO �ECTIONS DATE: EXP. 03-31-04 * UNDER THE DESIGNED BY: LPA � FL AND 'fiAIL 01/28/04 bi-,A�- Date vt/ CHECKED BY: APP VED BY: DRAWING NO.: 4 � OF CA`�E KENNETH J. RUKAVINA R.C.E. 42866 Z, KJR C Y ENGINEER R.C. 51152 s►IEn a of e DATE: � 348% 5