Loading...
HomeMy WebLinkAbout2602-2NI �-I ytt-''I i NI11IV,-,-! s . a o�3a0 ( $30. C4 o � W 01 i ° s € s s $ LLJ 38.8 C s s a °m W N # (- s s06s ° s a� s 1 ♦ ao n. � I � 3 °° Calx 01 s I 1 p5 i x s s s s 0 54 � I � _ � T _ � � �-9� A s r& 1 2• 7 OG a Ai 8 CURVE DATA NUMBER DELTA T ' R ' L ' A 07.48'22' 47,76 700.00 95,37 B 10.11'34' 62.42 700.00 124.53 C 252.59'48" 51.36 38.00 167.79 D 43.54'01" 24.99 62.00 47.50 E 32.13'16" 17.91 62.00 34.87 F 23.38'27" 62.78 300.00 123.78 G 10.18'24" 25.43 282.00 50.73 H 13.25'52" 37.44 318.00 74.54 I 03°34'18" 21,20 680.00 42.39 J 95.36'15" 33.09 30.00 50.06 K 94.14'06" 32,30 30.00 49.34 L 86.19'50" 28.14 30.00 45.20 M 81.44'18" 25.96 30.00 42,80 N 36.52'12" 20.67 62.00 39.90 0 36.52'12" 20.67 62,00 39,90 P 253'44'23" 50.67 38.00 168.29 Q 90000'00" 30.00 30.00 47,12 R 90000'00" 30.00 30.00 47.12 S 04°08'13" 126.01 1720.00 151.99 N e) 5T79 & CHANNEL R/W ...� 13 JQFcr�\R 4S o yr C/t� 9me �k I-10 6 �e4- n O N O 0)Cb i 1•3%°TG-' 3 e _ w• n M I""' .� 4 a CHANNEL w� SEE LEFT �z � � s 8 i i � � s 1 s _8 8 an` r O k o W o 'd E f :: p o _ X ° g 3 8 » Ts i e o a Q§ E .. . x -4, 1. , . r: ;-4Af., ° 4 ii x I""' .� 4 a CHANNEL w� SEE LEFT �z � � s ° 1 . 2 N+ an` r O k o W o CHAPS LAN E + -� s .... _ 4 12 __...z _ _ . .._...... _ ...._ .... ...... _ _.,_- 8 L L C $ ° � a zi Lot =a an UO- t 'i'l ...... - W.�. _ _.. x- _. I rn $ I.= � t � „ N s .4 i s ...... v N rn d• a. W m v � E AM Nm � s d• � € € s a s 1.0% 8 S z x 8 8 1 r x = g E s s s � g . _ ARI € . F C=R e 60.100' IVC g I x � ._.,.:...�.-..nx.,., %, .{}I3£ ,♦. .,_.,....:f,: ..�,°s�esq3° . , . .D.� 5 7.r4 =�sI888z ,r U�A�xxEaE5x8-_' .,.....1.:.-.:.rA• ." N .r.2..� 'S ,.♦- 1...y =AUp '.. .zrxsaX`IE6 ,. t 91 'z.'...t..2., .+�. o p 3p p.p p Aa33as��Is ; ...... ,ersS°g�o8°sII , 14m, ._rr +s Z 0- U - 4 4 12 g4' OC 0.0 VC3 s,- E2 f-* 'r 1 v R ........ ....... .if�x3�3�III�1 N N a s 1 o 81T. T0OF6ICU CY h0? .._, $ - F_:u Ex .... ...u..... .. 3 8 € - Qg E R q 5 3 � E s a g - i 8 8 � x a - n x x x - s � $¢ �S S a S 3 8 ° i .. Is : j I ° •w.,.,v.,,,,....v •:.,•.�,.�,,: w,.,•.,,,m�w:,...4 .,,. u�.+,.. �..,-,,w3„- . :. -„�., „•v , . , s�„ „»�»x:,-:�,. v, w,w:.. �:-,�: , sv��-..mss"--u.�,.....�.:��:�,,,� R¢ .,.. g,.... , g r- �'6P t OFfi BRI PROFILE SCALES � 10 1112 13 14 15 10 11 1213 1 =40HORIZONTAL 1 "=4' VERTICAL 11+84.04 CL CHAPS LANE � Co xv, " r =10+00.00 CL INT Co. o REMOVE AND REPLACE A 2' WIDE zo OF PAVEMENT ADJACENT AND WESTERLIY TROTTER LANE TROTTER LANE �0- M CONSTRUCTION NOTES OF THE NEW CROSS GUTTER SEE LEFT 16 6 m� �Z i 1 CONSTRUCT 4 A.C. OVER 12 COMPACTED (95%) NATIVE SOIL 0CONSTRUCT DOUBLE 3 WIDE PARKWAY DRAIN PER APWA STD PLAN 151-0. + z INLET TYPE 2. 1 �, BCR ECR 2 CONSTRUCT CONCRETE CURB AND GUTTER (6 C.F. PER CITY �t o j co a OF FONTANA STANDARD DETAIL 101). 9 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-1, W=10 , �j 1 ` rn 4 g/ 5 .� V av Q 1' �;P n `�' 3 �(c'�v Q� LOCAL DEPRESSION PER APWA STD PLAN 313-0, CASE B. m o S 2 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY o „_ OF FONTANA STANDARD DETAIL 104. 10 CONSTRUCT 24" RCP 2000-D. I 2' �c'� .-- 4.6 CONSTRUCT L '? 1 _ - - L 84 , 72 f 4 6'� can f CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND .. PER ` A 5 I LOCATION PER PLAN $t PER CITY STD. 105.0. 12 CONSTRUCT MIDBLOCK CROSS GUTTER ER CITY OF FONTANA 1 2 2 B.� STANDARD DETAIL 104 AND AS MODIFIED PER DETAIL SHEET 2. s3 1 1 R � 1 l � R � 11 ,� .�.� 5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA .P �- 1 STANDARD 104-A.13 CONSTRUCT CHANNEL CONNECTION PER SBFCD STD PLAN SP 187A. 14 3 I o. I 2 ROS 5 INSTALL STREET LIGHT -SEE SHEET 4 FOR WATTAGE. 5 4 2 14 REMOVE EXISTING CROSS GUTTER, SPANDREL, CURB RETURNS AND RAMPS. t7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 41.53 �\` _ l 6? 102 W=16' TO BE FIELD LOCATED. 1 24' 0 4 + 12 ( �,,� r L 69 67*i r• + •C• ©� I /* a oo 19 l + w *OD•- 23 # (P r o BCR W11 CL BEECH AVENUE © n k.L',N a o 0w W CHAPS LANE SEE RIGHT CHAPS LANE SEE RIGHT No. REVISIONS Aha- 0utur - APDCP CHANMOt- VMT7011 CL DECLEZ TROTTER LANE m o 4 a CHANNEL w� SEE LEFT �z � � s �{ ,.,. . 2 N+ an` r BRI PROFILE SCALES � 10 1112 13 14 15 10 11 1213 1 =40HORIZONTAL 1 "=4' VERTICAL 11+84.04 CL CHAPS LANE � Co xv, " r =10+00.00 CL INT Co. o REMOVE AND REPLACE A 2' WIDE zo OF PAVEMENT ADJACENT AND WESTERLIY TROTTER LANE TROTTER LANE �0- M CONSTRUCTION NOTES OF THE NEW CROSS GUTTER SEE LEFT 16 6 m� �Z i 1 CONSTRUCT 4 A.C. OVER 12 COMPACTED (95%) NATIVE SOIL 0CONSTRUCT DOUBLE 3 WIDE PARKWAY DRAIN PER APWA STD PLAN 151-0. + z INLET TYPE 2. 1 �, BCR ECR 2 CONSTRUCT CONCRETE CURB AND GUTTER (6 C.F. PER CITY �t o j co a OF FONTANA STANDARD DETAIL 101). 9 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-1, W=10 , �j 1 ` rn 4 g/ 5 .� V av Q 1' �;P n `�' 3 �(c'�v Q� LOCAL DEPRESSION PER APWA STD PLAN 313-0, CASE B. m o S 2 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY o „_ OF FONTANA STANDARD DETAIL 104. 10 CONSTRUCT 24" RCP 2000-D. I 2' �c'� .-- 4.6 CONSTRUCT L '? 1 _ - - L 84 , 72 f 4 6'� can f CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND .. PER ` A 5 I LOCATION PER PLAN $t PER CITY STD. 105.0. 12 CONSTRUCT MIDBLOCK CROSS GUTTER ER CITY OF FONTANA 1 2 2 B.� STANDARD DETAIL 104 AND AS MODIFIED PER DETAIL SHEET 2. s3 1 1 R � 1 l � R � 11 ,� .�.� 5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA .P �- 1 STANDARD 104-A.13 CONSTRUCT CHANNEL CONNECTION PER SBFCD STD PLAN SP 187A. 14 3 I o. I 2 ROS 5 INSTALL STREET LIGHT -SEE SHEET 4 FOR WATTAGE. 5 4 2 14 REMOVE EXISTING CROSS GUTTER, SPANDREL, CURB RETURNS AND RAMPS. t7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 41.53 �\` _ l 6? 102 W=16' TO BE FIELD LOCATED. 1 24' 0 4 + 12 ( �,,� r L 69 67*i r• + •C• ©� I /* a oo 19 l + w *OD•- 23 # (P r o BCR W11 CL BEECH AVENUE © n k.L',N a o 0w W CHAPS LANE SEE RIGHT CHAPS LANE SEE RIGHT No. REVISIONS Aha- 0utur - APDCP CHANMOt- VMT7011 �r 5r RECORD RDRAWINGS 10PRF-PARED dV A o &m, 1 hs TWelmann. RCE 25742 THIMMANNENMEM 221 S. Glassell Sltreel Orange, CA 92866 (714) 744-9700 ngineer's City Date PREPARED BY: approval Approval Thielmann Engineers 1078 TOWN AND COUNTRY ROAD ORANGE, CA 92668 (714) 647-0595 FAX (714) 647-0599 JENS THIELMANN DATE .C.E. No. 25742 EXP. DATE 12/31/01 4' 4' m. x e r oo LIP,TYP ywmr eotx wars. CENTERED MID BLOCK CONC CROSS GUTTER NO SCALE CITY OF FONTANA Drawn By:SOU TH RI DGE VILLAGE Scale: AS SHOWN Designed By. TCT 15835 Date: JTT STREET IMPROVEMENT PLANS APRIL 29, 1998 Checked By: ,u,GC� . --/- 96 Dwg, No. 2 JTT =j0$;L' CITY ENGINEER, RCE 25126 DATE 2rD02 4 CL DECLEZ TROTTER LANE m o 4 a CHANNEL w� SEE LEFT �z 0 R SCALE: 1 "=40' M Q W w N+ an` r O k o W o CHAPS LAN E + -� �r 5r RECORD RDRAWINGS 10PRF-PARED dV A o &m, 1 hs TWelmann. RCE 25742 THIMMANNENMEM 221 S. Glassell Sltreel Orange, CA 92866 (714) 744-9700 ngineer's City Date PREPARED BY: approval Approval Thielmann Engineers 1078 TOWN AND COUNTRY ROAD ORANGE, CA 92668 (714) 647-0595 FAX (714) 647-0599 JENS THIELMANN DATE .C.E. No. 25742 EXP. DATE 12/31/01 4' 4' m. x e r oo LIP,TYP ywmr eotx wars. CENTERED MID BLOCK CONC CROSS GUTTER NO SCALE CITY OF FONTANA Drawn By:SOU TH RI DGE VILLAGE Scale: AS SHOWN Designed By. TCT 15835 Date: JTT STREET IMPROVEMENT PLANS APRIL 29, 1998 Checked By: ,u,GC� . --/- 96 Dwg, No. 2 JTT =j0$;L' CITY ENGINEER, RCE 25126 DATE 2rD02 4