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' � � • , , ¢ I a n 1 4J ( w r_ ._:.._- v � I - � ii { 'i 'i r .. �11 i41•i' - - � i €.. � 1 -- - -.5 7-7 -4- PROFILE L I I { 1 + t VERT 1- 4 10+00 11+00 12+00 13+00 14+00 PLAN 1"= 40' 115+0016+00 17+00 SCALE IN FEET 0 40 80 120 160 �po0�_ LINE TABLE LINE BEARING LENGTH Ll N45 -0226W 41.04 L2 N45 -15281E 41.04 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 111111;mm, � REV. ( REVISION DESCRIP11ON RFC. DWG , tHIS ASCO D DRAWINGS HAVE BEEN PREPARED, IN PM1RT; OIN THE BASIS OF INFORMATION COMPILED AND �4' - FURN NHED BY OTHERS. THE ENC31NEER WILL NOT BE A16PONBINA FOR ANY ERRORS OR OMISSIONS WHICH a HAVE BEEN INOORPORATfn INTO THE DOCUMENTS AS F `- A RESULT THERE"'% -$0-Q - l `r'D �� �`Z p f LJ ZL rA1.1� DATE I ENGR. I CITY I DATE 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 CONDITIONS AND STANDARDS IN EFFECT. Q; CA TCH BASIN B1 LOCAL DEPRESS/ON DETAIL (CASE BI SCALE 1 " = 10' CA CA TCH BASIN B2 LOCAL DEPRESS/ON DETAIL (CASE AI SCALE 1" = 10' .5' 5' 9Q' -I ,-f CATCH BASIN B3 LOCAL DEPRESS/ON DETA/L (CASE AI SCALE 1" = 10' CONS TRUC T/ON NOTES CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED (959) NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 0 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 MODIFIED TO 8' WIDE. ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. DWG. 313-1, SEE SHT, 1, 2, 3, 4, W AND CASE A OR B AS SHOWN ON PLAN. O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. © CONSTRUCT 4- THICK P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. J CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102. W = 16' UNLESS NOTED ON PLAN. ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) W 0 INSTALL STREET NAME SIGN PER CITY STD. N0. 139. ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109. 1� ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130. BENCH MARK: # No. 615 CURVE TABLE RAILROAD SPIKE AT INTERSECTION CURVE DELTA RADIUS LENGTH TANGENT C1 87'15'J8" 25.00 38.07 23.83 C2 93103'59 " 25.00 40.61 26.38 C3 26.40'19" 800.00 372.41 189.64 C4 20-j855" 780.00 281.10 1 142.09 C5 23'36'07" 820.00 337.78 171.32 C6 92,37 36" 25.00 40.42 26.17 C7 90100,00" 25.00 39.27 25.00 C8 21.13'50" 500.00 185.27 93.71 C9 15'52'18" 480.00 132.97 66.91 C10 11'4642 " 520.00 106.90 53.64 C11 3'07 31 " 107.00 5.84 2.92 C12 93.17'53" 60.00 97.70 63.56 C 13 80'12'2J" 35.00 49.00 29.48 C14 80.12 23" 55.00 76.99 46.32 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 111111;mm, � REV. ( REVISION DESCRIP11ON RFC. DWG , tHIS ASCO D DRAWINGS HAVE BEEN PREPARED, IN PM1RT; OIN THE BASIS OF INFORMATION COMPILED AND �4' - FURN NHED BY OTHERS. THE ENC31NEER WILL NOT BE A16PONBINA FOR ANY ERRORS OR OMISSIONS WHICH a HAVE BEEN INOORPORATfn INTO THE DOCUMENTS AS F `- A RESULT THERE"'% -$0-Q - l `r'D �� �`Z p f LJ ZL rA1.1� DATE I ENGR. I CITY I DATE 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 CONDITIONS AND STANDARDS IN EFFECT. Q; CA TCH BASIN B1 LOCAL DEPRESS/ON DETAIL (CASE BI SCALE 1 " = 10' CA CA TCH BASIN B2 LOCAL DEPRESS/ON DETAIL (CASE AI SCALE 1" = 10' .5' 5' 9Q' -I ,-f CATCH BASIN B3 LOCAL DEPRESS/ON DETA/L (CASE AI SCALE 1" = 10' CONS TRUC T/ON NOTES CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED (959) NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 0 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 MODIFIED TO 8' WIDE. ® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. DWG. 313-1, SEE SHT, 1, 2, 3, 4, W AND CASE A OR B AS SHOWN ON PLAN. O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. © CONSTRUCT 4- THICK P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. J CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102. W = 16' UNLESS NOTED ON PLAN. ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) W 0 INSTALL STREET NAME SIGN PER CITY STD. N0. 139. ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109. 1� ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130. BENCH MARK: # No. 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N00.16'44"W ALONG THE WEST LINE SECTION 30, OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE N0. 9011E AON VTHE TOWNSHIP 1 NORT T H, RANGE 5 WEST, EAST SIDE OF CITRUS AVE. SAN BERNARDINO MERIDIAN, AS SHOWN ON TR. NO. 15908, IN BOOK 271, ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS. Prepared Under The Supervision Of : L-q�CF, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. Li 3 No. 36637 c 10601 CHURCH STREET , STE. 107 Exp, 06-30-04 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 EXP. 06-30 W Q CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLAN DRAWN BY: TRACT No. 16176-1 S� JTY: & 16176-2 AS SHOWN DESIGNED B EFA _ RSC DRI VE DATE: SEPT. 2003 N � CHECKED BY: PRO BY: i DRAWING NO.: 4 W/ -'�v o 1 3528 5 CITY ENGINEER R.C.E. 51152 DATE