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L=39.27' � wwwwww L=39.27' _ - � wwwwww O.C. LA Of O.C. U L/4 Co LA LA LL- LA L/4 L/4 w M L/4 N 47.12 30.00 ON Mc~v J II MC"! U U � + ti oho N C'V O W r- m CO coC14-I- N� N CID N Ln � N N l:T�r _ A��I O N O N - TR= -0.600o M -ITR=-0,60% o o + o � M [Qiiftlp� "s •O 1 15+00 16+00 17+00 18+00 BLUEBERRY AVENUET N WINTERCRESS AVENUE s,_ SEE SHEET 5 N I SEE SHEET 6 7 1 N c cfl 133 132=�� 101 0 UJ�� t �100 S 7 w �� 6, NN U C p r 7 o UJ � MM 6' � MM co U T r 0 0 �IJi �'rn' rnv 0, UJ J O Ali U �� 20' 20' 1' w �� C:) U o 0o Q Z mM NN co I�� 1 ' 20'j 2..' 1 U �� p HL.L ,� N O M N� m NN NN �,.� � N C) LID II + a? m NN W NN � f`ti � ti Z mLf) N + - � � J+ ti� MM Z 1 tiLO _ + + ?� Z U� NN C+O �� L<7 pj C,i+ II NN ti r + L� � �j N 4 1 CCCCCCC � wwwwww � wwwwww .. - _ - � wwwwww �wwwwww � wwwwww �wwwwww wwwww wwwww wwwww _ wwwww •• LL- wwwww wwwww wwwww wwwww o o + o � M [Qiiftlp� "s •O 1 15+00 16+00 17+00 18+00 BLUEBERRY AVENUET N WINTERCRESS AVENUE s,_ SEE SHEET 5 N I SEE SHEET 6 7 1 N c cfl 133 132=�� 101 0 UJ�� t �100 S 7 w �� 6, NN U C p r 7 o UJ � MM 6' � MM co U T r 0 0 �IJi �'rn' rnv 0, UJ J O Ali U �� 20' 20' 1' w �� C:) U o 0o Q Z mM NN co I�� 1 ' 20'j 2..' 1 U �� p HL.L ,� N O M N� m NN NN �,.� � N C) LID II + a? m NN W NN � f`ti � ti Z mLf) N + - � � J+ ti� MM Z 1 tiLO _ + + ?� Z U� NN C+O �� L<7 pj C,i+ II NN ti r + L� � �j N 4 Curve Table Curve # Delta J U- J Tangent C1 010000'00" 110.00 19.20 9.62 LL- 090000'00" U� W� 47.12 30.00 ON 090000'00" J II MC"! 47.12 30.00 US 010°00'00" U U� �~ 19.20 9.62 WNN ��.ra l:T�r _ A��I �II 0. 19962 CD 7 M 7 ��II N + CO 167 166 m N 165 II28 Curve Table Curve # Delta Radius Length Tangent C1 010000'00" 110.00 19.20 9.62 C2 090000'00" 30.00 47.12 30.00 C3 090000'00" 30.00 47.12 30.00 C4 010°00'00" 110.00 19.20 9.62 ??'off �Ll ► O.C. LI4 L/4 SEE SHEET 7 L/4 -��a�;�ww..�(. m I 67W ~ � 6 � H LL m a. I ►.�' .. • .WATERRQ �®®��n��:� �,�4�,�u�■'c� moo �� N S �� .. •JIB,/.�,�I��'�I■Y■I®ICY TR. c1dCO LI) LV M m MCI) + 000 I�- U I I ca co N N ■ � Coco U � ��i r�L�rc•.Irr�•s � M(n + DATE 13 ��.ra l:T�r _ A��I �II 0. 19962 • _ 7 ��II Now CD CD 29 � II28 DRAWN BY: DM / EH DESIGNED BY: GB / SCL CHECKED BY: PROP.NO. WENDEL L. IWAT UR XP. 1410 -if WLI 19962-1 - - 1'hill 1111 �1SIN- TOLL FRE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT VAOINT WAY SEE SHEET 9 LANTANA STREET GRASSLAND AVENUE O.C. O.C. LI4 L/4 SEE SHEET 7 L/4 4 m I 67W ~ � 6 � H LL m O CD ��o0 1,' 1 ' moo �� N S 0 mNN TR. c1dCO LI) LV M m MCI) + 000 WCn M, OOJr' U I I ca co N N ■ � Coco U � 20P. RIW M(n + DATE ENGR. 27 010 L=19.20', _f::- 42.71' L=39.27' O.C. O.C. LI4 L/4 LA L/4 4 m PROP. RIW � Q �f -0 O 0 Lr3 O O O c'? M M m o -v M O ca ca Lo J + M(n + DATE ENGR. J U' 9 U LU 7 TR. 0. 19962 0 0 7 26 m CD CD 29 � II28 27 010 L=19.20', _f::- 42.71' L=39.27' O.C. O.C. LI4 L/4 LA L/4 m o Uao M cYi oU it M m U w J U f UM O rn Lr3 O O O c'? M M O M o Lo M M(n + L=70.69' ALONG CROWN LIQ cv _-35.345'-CID / 35.345' c, LU Ln rn 0 0 M M 2390° - 239°�0 COLLARD AVENUE SEE SHEET 8 U U I �'� L 21 I WtiN . 19962 UJ oHlimMM EC M I 35.86 TC;35.36 FL M - M O.C. TANGENT m C7 m o Uao M cYi oU it M m U w J U f N N - m C,jJ M~ W N M OF BEARINGS FOR THIS MAP. o Lo COLLARD AVENUE SEE SHEET 8 U U I �'� L 21 I WtiN . 19962 UJ oHlimMM EC M I 35.86 TC;35.36 FL M - M ALL ao M Mco co 22 19+37.00 Lantana St. / \ =10+00.00 Collard Ave. BENCH MARK: # B-7 BASIS OF BEARINGS: J LL = LD __j U N J Ln L0 m C,jJ M~ W N M OF BEARINGS FOR THIS MAP. o Lo ELEVATION: 1739.006' M(n + DATE ENGR. 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. 9 U LU C -i 7 26 ALL ao M Mco co 22 19+37.00 Lantana St. / \ =10+00.00 Collard Ave. PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 160 1 CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19962, -1, -2 SCALE: LANTANA STREET ASSHOWN : STA. 10+00.00 STA.19+37A0 NOV. 2016 APPROVED DRAWING NO. 47 6/8/17 3 CITY ENGINEER R.C.E. 51152 DATE 561110 F� J:\126-2659\street\TR 19962\StO3.dwg, 4/26/2017 8:13:00 AM, DWG To PDF.pc3 BENCH MARK: # B-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' REVISION DESCRIPTION DATE ENGR. CITY 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. QFtOFESS/pN F Ts�G Z G Z w 3 No. 36637 c rmn w xp: 06-30-18 * q C/ v �- �� TFCF CAL�F PREPARED UNDER THE SUPERVISION OF: �� MADOLE 9302 PITTSBURGH AVE., SUITE 230 r RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 En - eering Communities for Life FAX: 909.481.6320 cpm" v DA DRAWN BY: DM / EH DESIGNED BY: GB / SCL CHECKED BY: WENDEL L. IWAT UR XP. 1410 -if WLI PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 160 1 CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19962, -1, -2 SCALE: LANTANA STREET ASSHOWN : STA. 10+00.00 STA.19+37A0 NOV. 2016 APPROVED DRAWING NO. 47 6/8/17 3 CITY ENGINEER R.C.E. 51152 DATE 561110 F� J:\126-2659\street\TR 19962\StO3.dwg, 4/26/2017 8:13:00 AM, DWG To PDF.pc3