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Home My WebLink About6796-1216+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 TGT. N0. I STA. 10+GGGO GT. N0. 2 LOCUST AYE./ STA 20+46.62 STA. 27+87.21 VALERON AVE. C LOCUST AVE./ C LOCUST AVE. FD. NAIL -TAG FD. SPINE I F0, MAG-NAIL I ELEV.=1258.10' WASHER ELEV.=1285.52' ELEN.-1274.40' I SPRING STREET i PACIFIC ELECTRIC TRAIL Q* IFIPo : =_cnoL�: * * tC'J i I� it 2 7RW �ma a Q a <. °`fXIST - ? IPROP Ck0 - `-a^- a� Q�T j �E%ST Ck6 i Cho o� 2 `fi r t I Lt�e Z" i ... C yi8= 23 CC`• FW 50_ 0 13-CC �_ 1 �� € if = E J f 3. 1 le��_ F �,�i �i �'— C7> —� [_i'"- — .�-.'E vzi �LOCUS AVE CL� EXISt. CkG1 ^ RET. CURB v' EXIST. CkC1 ":' a 2 �: Z W < _ -- -- �'- - r--»--- - dQ CONSTRUCTION NOTES: CONSTRUCT 2- ASPHALT GCNGRETE OVERLAY PER CITY OF FONTANA STD. LAN N0. 1008 AND PER RETAIL 'A7, SEE SHEET 2. Q CONSTRUCT 4.5' ASPHALT CONCRETE PAVEMENT OVER 1.0' MIN. OF 95% PER POTTED NA nSEESCIL SHEER2CITY OF FONTANA STD. PLAN NO, 1005 AND CONSTRUCT 4' ASPHALT CONCRETE PENT OVER 1.0' MIN. CF 95$ COMPACTED NATIVE SOIL DRIVEWAY ACCESS. Q CONSTA CT 4' P N NO, EW � MOTH AS NOTED PER CITY OFFONTAN CONSTRUCT 8` GONE AND/CR GUTTER PER CITY OF FONTANA STD. EN 0. 1000.COASTRUCT 6- '.. QADJACENT EDEWALHS PER tt OF�FONTANDE—A SM. PLAN ORINEWAY WITH PAR�RWAAND PER GRADING '.. .l RETAIL SHEETS 27 TO 29. 'J INSTALL TRAFHC SIGN PER BONING AND STRINNG PLANE, Q ACON XTAOOTA DMETER HE BOX PER FONTANA WATER MPANYSq STANDARDS. RLOCATOMS A—STMENTS ''... SHALL BE COORDINATED WITH FONTANA WATER COMPANY '.. CONSTRUCT PO. IOD3 AND TRH PER G-R ACCESS DETAILRAMP PSHEETS 4 TO 26. TY OF A Q CONSTRUCT FCC GROSS GUTTER ND/OR SPANDREL PER CITY OF FONTANA \ S. KN NO. 403. 1) CONSTRUCT 4- RESIDENTIAL GORE DRAIN PER CITY OF FONTANA STD. PLAN N0. 3002. QSTALL NEW MAILBOX AND POST BEHIND CURB PER USPS CONSTRUCTION STANDARDS. '.. CCCLLUOING CONCRETE WIDE EOCK PLASTERS AS OWN DATE ON PLANS. POSTS (MATCH EXISTING). CURVE LINE TABLE © DELTA/BEARING RA D US LENGTH TANCENT SOO'IO53`E 1 W OS 2 503'35'39"E 20.95 3 ,G-2' 2030' 31. 20.02' 8S-48' 1 20- 1 31,39 19.98' SURVEY CONTROL TABLE TGT Na NORTH NG E S G I BEAR NG DISTANCE 1858635.02 6 0369.67 SOO'IO'S3'E 1787.21' 2 186042222 6JW36419 r Q246 061 ,a 1 O< 6 a e I ..<4b C- ? I a G2 E-05t 2a - I #N2m ~13 ~ STA 19+11.,57 HATCH LEGEND: sTA 7 fis3 GLOCUS -/ EXISTING PGG CONCRETE ELGDU1 DRN0T TG LOCUST AVENUE GRAPHIC SCALE PROPOSED PCC CONCRETE PP I— F N N 9 ^ _ '... = r� PROPOSED AC SIDWA"MRIVEWAT ACCESS ELEV =t 269.29' E. 6740366.81 NSL1E5: _ * START PAVEMENT OV£RLAT AS SHOWN ON PLAN PROPOSED ASPHALT CONCRETE OVERLAY (2" BEFORE ID AFTER - LINE STATION). PROPOSED ASPHALT CONCRETE •FOR OR GRADES SEE GRADING DINGS DETAIL SHEETS 24-26. (!N FEET)'. !NCH 40 FEET '. uoeMp.pxpe snwpe Alen - SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4 6/4217 OF THE GOVERNMENT ��qWF - REOU!RED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS CODE REWIRES A DIG ALERT DENTIF CATION �p STREET IMPROVEMENTS WITHIN TWO YEARS OF THE DATE OF NUMBER BE ISSUED BEFORE A PERMIT T - APPROVAL SHOWN HEREON AND CARRIED LxAw s.9 EXcgvATE Mu RE vquD „,s„e, ' G LOCUST AVENUE TK8 LOCUST AVENUE STREET IMPROVEMENTS FORTH IN A DILIGENT MANNER, THE CITY AS 8H0lN / FOR YOUR DIG ALERT M. NUMBER CALL ` -- '-` ENGINEER MAY REQUIRE REVISIONS TO PLAN/PROFILE SHEET w2 ? %f UNDERGROUND SERVICE ALERT + � A ps' p1 ip ARROW BOUL.EVAF� TO MILLER AVENUE THE PLANS TO BRING THEM INTO �� FOR STA. 16+70.1t TO STA. 24+50.00 ,> TOLL FREE I-800-227-2600 RRY M RENNER R.C.E. NG. 69984 CONFORMANCE WITH CONDITI0N5 AND / STANDARDS IN EFFECT. Nix.,,,., �'A=--' wAowp TWO WORKING DAYS BEFORE YOU DIG XPIRES:9-30-24 TYR 8i98 %�',.