Loading...
HomeMy WebLinkAbout5071-2rKOrvSty 51 VKM DRAIN PER ON51TE PRECISE GRADING PLAN SCALE: 1 "=20' I O 20 40 60 CONSTRUCTION NOTES OINSTALL MIN. 6.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (600 SF) 22) 5AWCUT EXISTING PAVEMENT 0 INSTALL 51DEWALK PER CITY STD. 1006 ® REMOVE EXISTING AC PAVEMENT OINSTALL MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) ( G REMOVE EXISTING CURB d GUTTER O REMOVE EXISTING PCC 51DEWALK ® REMOVE d SALVAGE EXISTING STREET LIGHT O REMOVE EXISTING PCC BUS BAY ® INSTALL PARTIAL BUS BAY PER CITY 5TD. 1005 INSTALL UNDER 51DEWALK DRAIN PER CITY 5TD. 3001, SIZE I O INSTALL SALVAGED STREET LIGHT © INSTALL 8" PGC CURB PER CITY STD. 1000 4 CONNECT TO EXISTING CATCH BASIN PER CITY 5TD. 3005 (B= 12") 10 INSTALL 12" RCP PIPE 1 W11111112M CF CURB FACE FG FINISHED GRADE FL FLOWLINE ELEVATION F5 FINISHED SURFACE GB GRADE BREAK PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE RAN RIGHT-OF-WAY STD STANDARD TC TOP OF CURB X.XX PROPOSED ELEVATION (X -XX) EXISTING ELEVATION PAVING LEGEND REMOVAL PROPOSED PCC PAVING EXISTING PCC PAVING DPROPOSED AC PAVEMENT CURB RETURN DATA © A= 70-2719" R= 5.00' L= 6.15' T= 3.53' 0 A= 90°00'57" R= 5.00' L= 7.86' T= 5.00" -t' 4�P Stilptif .` _EESFWFR^ y 24' VCP StINER 24":CP 5fWER4' VCP StiWEt _ - _ - - - - -� -- -_--- 17' WATER 17" WATER I T WATEF- SIDEWALK EASEMENT j� TiTaDT D ie DIAµWw.NA TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE gpp_227_2600 1� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV tll • .II IIIIIII -: CLL -- -_ - - _— 233— APN 0230-171-02 1 PROPOSE 115TORM DRAIN PER ONSITE PRECISE GRAD NG PLAN I _II I II Wit. — I — — rT7"��47 44"W — . — — — _ _ _ — = 24' VCP SEWER— ' WATER--- 24"VCP SEWER— 7' WATER BOULEVARD + - 17' WATER 17" WATER �2 hXrj (�\ -3 _---�--� - -- \3— /0"- 2p.0 p% of CURB RETURN DATA PROP05ED G" PVC STORM DRAIN _` `0' PER PRECISE GRADING PLAN NL OA A= 23° 19'06" OD A= 89° 13'23" R= G3.13' R= 6.00' PVC TO RCP CONNECTION 1 v L= 25.69' L= 9.34' T= 13.03' T= 5.92' LINE DATA: PER PRECISE GRADING PLAN OB A= 13'40'07" A= 89°5556" *CONTRACTOR TO VERIFY EXISTING R= 63.13' R= 6.00' L A LOCATION AND ELEVATION PRIOR TO L= 1 5.06' L= 9.42'1-1 5.53' N44°4744"W ANY STORM DRAIN CONSTRUCTION. T= 7.57' T= 5.99' © A= 80°48'21" OF A= 89°47'41 " L2 5.50' N45°2 I' 16"E CONNECT TO EXISTING R= 6.00' R= 6.00' DETAIL 'C' CATCH BA51N PER CITY L= 8.46' L= 9.40' DETAIL A NTS OF FONTANA STD. 3005 T= 5.1 P T= 5.98 -_-- - - - -._.- 17WATEF N0004'59'E 234-- SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT I 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 th BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. o r r ,VAIFP— I • land planning o F\ • civil engineering MELVIN THATCHER, III Z $ • landscape architecture D No m phone 909.748.7777 of A ffi fax 909.748.7776 S E=p. 12131 / 15 # :cher engineeringso & associates, Inc. qrF ava o�� 1461 ford st a supe 105, redlands, ca 92373 OF CAOt 11-2.1-13 Inn W. Thatcher, III 39964 Exp. Dec 3 Inn W. Thatcher, III R.C.E.R.c.E. 39964 Exp. Dec 3 1 , 2013 DETAIL B CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: PLAN SHEET SCALE: PF ASSESSOR'S PARCEL NUMBER 0230-062-41 AS SHOWN DESKM BY: HERRY AVE N,4 d FOOTHILL BOULEVARD DAZE PF/MWT 1 1/ 1 2/ 1 3 q#q(ED BY: DRAWING NO.: 2 MINT CITY ENGINEER R.C.E. 51152 j + 5O7 1 OL 15180