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Home My WebLink About3533-41= �! �� 1� � �� r ; 71 f�% •.illi - ►a• t• �, - .. +_ . _ " �• � - FI ! '" 'ill _ a T 10+00 11+00 SO�FFT��NCq s6o \\ 2s, �`c /1611 a 22 rr J�rl .17 `Jv,23 r 12+00 13+00 Sr-qNE' ,o," TOLL FREE -qmmi 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV DRIVE REW50N DESCRIPTION mm ■, e / SCALE IN FEET 40 80 1 51 54, _ 5' PUE 27' 27PUE 22' 22'' SHOREA CRSS WA Y SEE SHEET 3 DATE I ENGR CITY I DATE 16+00 17+00 CONSTRUCTION NOTES 0 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" 95% COMPACTED NATIVE MATERIAL. CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Q_ CONSTRUCT CROSS GUTTER (W=8) PER CITY STANDARD PLAN NO. 104. �- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W" PER PLAN ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 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 REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. sn N WF OC Z x v CURB OPE? E q o w CATCH BAS w¢ S32 z0 CURBS POINT A 450 ns� POINT E S w V L -DIRECTION OF FLOW / cr m � N 2 U r H N W ^ W v � V Ew-¢ E 5: ` W W S w'Sza CURB POIN1 POINT E V 2,i1l•: POINT B POINT C NT A FLOW LINE PROFILE CASE A CURB ` & 1 GUTTER Z -B CURVE TABLE POINT G CURVE LENGTH RADIUS TANGENT DELTA A 98.72 56.00 67.94 101 °00'22 " IN BOOK 271, PAGES 34 THROUGH 39, 12.31 107.00 6.16 6'35'30" C 351.86 849.00 178.49 23'4444" D 45.35 30.00 28.27 86°3631 " PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 45.35 30.00 28.27 86°3631 " DRAWN BY 238.62 849.00 120.10 16-06'14 " G 36.00 809.00 18.00 2°3259" PH NE 1909) 948-1311 40.64 25.00 26.41 93'08'39" l 40.64 25.00 26.41 93'08'39" J 292.51 809.00 147.87 20'4259" 40.71 25.00 26.48 93' 1726" L 40.70 25.00 26.47 93' 16'25" 188.57 81300 94.71 13' 1723" 51.04 35.00 31.27 83°33'19" 0 288.53 831.00 145.73 195337" 475.22 829.00 244.34 32'50'41 " Q 77.29 53.00 47.35 83°33' 19 " 95.11 850.00 47.60 6°24'40" 22 rr J�rl .17 `Jv,23 r 12+00 13+00 Sr-qNE' ,o," TOLL FREE -qmmi 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV DRIVE REW50N DESCRIPTION mm ■, e / SCALE IN FEET 40 80 1 51 54, _ 5' PUE 27' 27PUE 22' 22'' SHOREA CRSS WA Y SEE SHEET 3 DATE I ENGR CITY I DATE 16+00 17+00 CONSTRUCTION NOTES 0 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" 95% COMPACTED NATIVE MATERIAL. CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. Q_ CONSTRUCT CROSS GUTTER (W=8) PER CITY STANDARD PLAN NO. 104. �- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W" PER PLAN ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 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 REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. sn N WF OC Z x v CURB OPE? E q o w CATCH BAS w¢ S32 z0 CURBS POINT A 450 ns� POINT E S w V L -DIRECTION OF FLOW / cr m � N 2 U r H N W ^ W v � V Ew-¢ E 5: ` W W S w'Sza CURB POIN1 POINT E V 2,i1l•: POINT B POINT C NT A FLOW LINE PROFILE CASE A CURB ` & 1 GUTTER Z -B W POINT G a ,� DIRECTION OF FLOW SHEET 4 OF 4 z L N c�.� SHOWN ON MAP OF TR. 15908, FILED V AE., IN POWER POLE N0. 9011E IN BOOK 271, PAGES 34 THROUGH 39, POINT D ON THE EAST SIDE CITRUS AVE. FLOW LINE CURB y & GUTTER I a u¢. DIRECTION OF FLOW - �... jr z� FLAN WD L `-POINT G -DIRECTION OF FLOW -L pig N- ` -POINT D -POINT A POINT B POINT C FLOW LINE PROFILE Flow LINE CASE B 150 mm (6") 25 mm (10) 150 mm W) -.- .- 1 1 M _M.G.OR 25 mm (1") 50 mm I �.� f "--VAR._, (2") CURBRIDG - .01. , ° VALLEY ! ° . VALLEY I FACE + H o Q P i�v e p E Ln _ PtoP - r- SECTION A -A SECTION B -B SECTION C -C - = AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER -- PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN - PUBLIC WORKS STANDARDS INC., CATCH r METRIC ^ o o GREENBCIOCOMMITTEE 9984 CAT A, TVH RAS I N S 13 18+00 (�,J( REV. 1998 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 23 r y U3 4 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). 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS. AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET `HZ HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF RMT - E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K - 1.5 m (5 Feet) L - 1.8 m (6, Feet) M - 1.2 m (4 Feet) N - 1.5 m (5 Feet) Wo = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. 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 STANDARD PLAN METRIC , '/ N LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SHEET 4 OF 4 9 BENCH MARK.• No. 615 BASIS OF BEARINGS: , '/ N THE BEAR/NG OF N00' 16'44'W ALONG ATION RAILROAD SP/KE AT INTERSEC THE CENTERLINE OF CITRUS AVENUE, AS 4-V^RA CITRUS AVE. AND LOS CECROS SHOWN ON MAP OF TR. 15908, FILED V AE., IN POWER POLE N0. 9011E IN BOOK 271, PAGES 34 THROUGH 39, ON THE EAST SIDE CITRUS AVE. INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVATION 1467.59 BERNARD/NO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. Prepared Under The Supervision Of QR�ON PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY w Q No, 62183 10601 CHURCH STREET, STE. 107 RK RANCHO CUCAMONGA, CA 91730 DESIGNED BY: * Exp 9-30-05 PH NE 1909) 948-1311 CIV I�- ��P TFOFCALIF�� t/ Date : 2. ��' ( RM CHECKEDBAY RCE 62183V EXP. 9-30-05 RM RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLAN TRA CT 16540-1 & -3 SEA LE DRIVE AP OWD I TY ENG/NEE R. C. E. 51152 r DA TE SCALE AS SHOWN DATE AUG 2003 DRAWING NO. 3533 4 7 JA826-1183\streets\ST04.dwg, 02/10/2004 05:01:08 PM, rk