Loading...
HomeMy WebLinkAbout2525-40 Z 9CAt0 a, -f& -fes 4fe,,WA4,-9 +tiA c*v arf jWo 41PW- QSEE BRIDGE CROSSING DETAIL X 'FMS SHEET U CHAPS LANE CONSTRUCTION NOTES N//7s W CONSTRUCT a A.C. OVER 12' OF 95X COMPACTED NATIVE SON. 13 CON57RMT CIHANNEL. CONNECTION PER SDFCQ S'O PLAN SP 187A O COR TE CURB AM tGUTW W Q' PW t2TY 14 CONSTRUCT 1 it RCP 1500-D 25. OF FONTANA STANDARD DETAIL 101). 2 18'00'4 3�CONSIKUCT STANDARD CROSS GUTTER AND MA LL PER C17Y 1s CCl/31'1% CA" BASK PER APM SRI PUN 3W-.1, Ww9 18W4r OF FONTANA STANDAR DETAIL 104. 1� • . LOCAL DEPRESSION PER APWA STD PL AM 3131. CASE & 4�CONSTRUCT 4' THICK CONCRETE Si MLK Iii AND ... MODIFY LOCAL DEPRESSION AS SHOVA 50.06' �1■■�qq� .: : ..... 9 �2--mi MODIFY CATCH BASIN AS SHOWN. - . I-ON!,001010014. �A� '"ll �016-mm."Al _ „ INNER �WYr r WITH QUIKSET DBI BX18 PRECAST DRAINAGE S= 104-A. stat 0TH NON TRAdcRC GRAW. A*.V I AW 19 11 1& c .............. .. INSTALL STREET LIGHT -5800 LUMEN RGH PRESSURE SODIUM LAMM 17 REMOVE EXISTING CMP INLET AND CONCRETE COBRA HEADS W/CUT OF LENSE UGIiT FIXTURE ON ORNAMENTAL ISO POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO. Ems a 7Q CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 102 IMsi6' TO BE FIELD LOCATED. � W Ham■■ N�■■■N ■N■■��1■ �-- � _—__` Miss SIM MR Rims [ON .......... - Noi mol F-iwj_ Elm 11ME. .......... - .............. ................. Em hill NMI Ems MIM Elmo ■p■N�■.■�11■■'t■■■ ■■■■■■■1■ Nq■■NN■■■■Ht■■■■■ ■■N■�N■■�N� ■■■ !■■���� MINE W."M AMINIME ■N��N Nq■■N MM■��■■� �SIM � � NHN HYD■t■■��� NEms., h■INES1NINE ■■■ Q N��M�HN■t■■�■��■��N Nom■ NINE MISS, ME NO :: =A �I�� �■NN���■■�N��■���� N � m Em MIN NMI MIS MEN NINE NNpNN■■Ml�N■��■H N �NN■N1■■ IN NN�NN��N■■N �■Sm 1 =40' HORIZONTAL lip =4' VERTICAL Z 9CAt0 a, -f& -fes 4fe,,WA4,-9 +tiA c*v arf jWo 41PW- QSEE BRIDGE CROSSING DETAIL X 'FMS SHEET U CHAPS LANE CONSTRUCTION NOTES N//7s W CONSTRUCT a A.C. OVER 12' OF 95X COMPACTED NATIVE SON. 13 CON57RMT CIHANNEL. CONNECTION PER SDFCQ S'O PLAN SP 187A O COR TE CURB AM tGUTW W Q' PW t2TY 14 CONSTRUCT 1 it RCP 1500-D 25. OF FONTANA STANDARD DETAIL 101). 2 18'00'4 3�CONSIKUCT STANDARD CROSS GUTTER AND MA LL PER C17Y 1s CCl/31'1% CA" BASK PER APM SRI PUN 3W-.1, Ww9 18W4r OF FONTANA STANDAR DETAIL 104. 582.W LOCAL DEPRESSION PER APWA STD PL AM 3131. CASE & 4�CONSTRUCT 4' THICK CONCRETE Si MLK Iii AND 33.OV MODIFY LOCAL DEPRESSION AS SHOVA 50.06' WGAAON PER PLAN Bic PER CITY STD. 105A. 25'1711 MODIFY CATCH BASIN AS SHOWN. OCONSTRUCT RAMPED CUJRR RETURN PER CITY OF FONTANA 1!1 INSTALL 15 LF. a" PVC SCN 40 DRAIN LIN[ '"ll 191218. WITH QUIKSET DBI BX18 PRECAST DRAINAGE S= 104-A. stat 0TH NON TRAdcRC GRAW. A*.V I AW 19 11 1& c O INSTALL STREET LIGHT -5800 LUMEN RGH PRESSURE SODIUM LAMM 17 REMOVE EXISTING CMP INLET AND CONCRETE COBRA HEADS W/CUT OF LENSE UGIiT FIXTURE ON ORNAMENTAL APRON AM REPAIR PIK PER pTAL SST 4. POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO. 7Q CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 102 IMsi6' TO BE FIELD LOCATED. 0 r =11" or oaic couNe TO ocr alae aaww Uft �Q�QL' � L4w PIPE REPAIR DETAIL ao SCAU `p1.ER E� 3 SEE 4r 13' STORM DRAIN EASEMENT TO CITY OF FONTANA PROPOSED 1 a" PARALLEL 5 1 EX 3(' RCP • 1 is TO REMAIN W T /' k PRIVATE DRAIN LINE /•. 43 12+76.26 NOT TO BE MAINTAINED BY CITY OF FONTANA X ♦ 1,M VC � 42 / ` 12+96.25 ENO RCP BOLERO DR MATCH DEPRESSION A 965. T 1 EX TUM 70 C.B.AS SHOMM. qW +)4r* -- o 4 V6- v PROPOSED STORM DRAIN AT LOTS 42 AND 43 � ' " MM Tfl R"*w. Ip' .��,,.,.. �VIDE t ADJUST TO GRADE. ROLCW • RECONSTRUCT DAMAGED CONC LI P A. MODIFY CATCH BASIN FOR 14' OPENING (CF+H=14� AND 0000 PROVIDE DOUBLE PROTECTION BAR PER DETAIL THI SH£ET.e MODIFY WIDTH "B" TO BE 4'. MODIFY LOCAL DEPRESSION TO JOIN EX CONC CHANNEL AND TRANSITION UNIFORMLY TO CATCH BARN AS SHOWN. EXIST 2:1 SIDES. 'YP CONC TRAP CHANNEL ', - EX 30" RCP TO RERIRIN POO F EX GONG lFW 0 AMMIL. CATCH BASIN FACE f -_,_, ,LB. �4. ' �- EXISTING CHAIN LIM I FENCE ON HEADWALL TO REMAIN- TYP r ' • ' I r SUPPORT BOLT PER t • - AP I► !ERI PLANT 30-0 I �� •-'""'� ( EXISTING CHANNEL HEADWALL PROVKlE DOUKE PROTECTION W PLACE SIOEW" i t PER APWA STD PLAN 31 o--8 FULL WIDTKTW PF -CORD WAAM R/A�p EQUALLY WINGS dMWk jpW _.— —.` ------ —J PAI BY; THICKEN CURB AS NEEDED TO FRL VM 1M1Ff SAS HAWN A EXM& TO MM iGE". i1lP SAND EQUIVALENT OF 30 MMI. TIT PLACE A.C. PAVEMENT FULL E�7M a 9w DOUBLE ' RCE Zs74z DOUBLE PROTECTION BAR DETAIL No W"#" _ DEPIl1 rMTt"111N BRNJGE nM9,MANN ENGINE]M ROAD CROSSING AT DECLEZ CHANNEL 221 S. Glawll Street Orange, CA 92866 N© SCALE (714) 744-9700 CURVE DATA REVISIONSn ineer's City Date PREPARED BY: ThielmannAporovd A ova Engineers. 1078 TOWN AND COUNTRY ROAD ORANGE, CA 9266a 714) 647-0593 FAX (714) 647-0501 JENS THIELMANN DATE A,, & u t LT- R.C.E. No. 25742 EXP. DATE 12/31/97 CITY OF FONTANA Dram By SOUTHRIDGE VILLAGE scow GTT TRACT 15795 AS SHOW STREET IMPROVEMENT PLANS �tAUGUST ,1907 Chgdcod By. Owg. Na 4 GTT CITY ENGINEER, RCE 25126 DATE 2 5? -!5 DELTA T R 1 90000' 25. 25. 30.2 2 18'00'4 95.1 600. 188.6 3 18W4r 92.25 582.W 219.90 4 18000'4 33.OV 30.00' 50.06' 5 25'1711 10.0ti 145.00f 19.86 a 43.1 'Or '"ll 191218. REVISIONSn ineer's City Date PREPARED BY: ThielmannAporovd A ova Engineers. 1078 TOWN AND COUNTRY ROAD ORANGE, CA 9266a 714) 647-0593 FAX (714) 647-0501 JENS THIELMANN DATE A,, & u t LT- R.C.E. No. 25742 EXP. DATE 12/31/97 CITY OF FONTANA Dram By SOUTHRIDGE VILLAGE scow GTT TRACT 15795 AS SHOW STREET IMPROVEMENT PLANS �tAUGUST ,1907 Chgdcod By. Owg. Na 4 GTT CITY ENGINEER, RCE 25126 DATE 2 5? -!5