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HomeMy WebLinkAbout6216-2SLOVER AVENUE IX IX N'LY SLY N/W VARIES 104'-1m, N/W 12' VAR16 ]fi'-112' VARIES VN6E5 9V-55' VARIES JB'-5T 11'-22' OS' 3Y STREET I[ JY-45' D.5' (2% 4' 1I FUNRE PROPOSED NEDW IX. CURB, GUTIEN, &y BINE UNE EMSONG VMB Y TO 14' 6' SIDEWMN IMPF—MENS SLOVER AVENUE PRIM— HIGI- 104' N i1D ME r.l. 10.0 LEGEND & SYMBOLS CONSTRUCT AC. OVFRUY O 0.1' MIN. PER DETAIL ON SHEET T FILM REMOVE E%—C PCC REM— AC 6TNG REMOVE EX CONSIRR AC. OVER AB. PER' — SECIION LONSMULT fi' PCC PMRMENT DVRR 5' MIN. 95R COMPACTED B. (SEE CRY OF FOMHU - 1— FOR B' PAV - VLY TX ELY� R/W 92' 12' 02' 3fi 0.5' GiREEf 4. 4'JCS EM.NC IMPPoIVENENR r IX60NG FUNRE IX WRB, GUTTER, �x 10' MEDWI BIKE UNE 3 fi' SIDEWAl1C CITRUS AVENUE NC.FIED SECONDARY HICHNAY (I2, RAI) NOT TD SGIE NOTE T.I.— R IS THE WNlWTOFr RESPONSIBIM To NON Au IMM SPECIAL NOTE CONPANI6 OF ANY PROMEED MODIRIXDONS FOR RELOIXRONS BEING MADE TD THBR FACTURES METHODS MR MNDIRIXTIDNS AND PAVEMENT SIRUCNRAL SECRON OF STREETS SIM gEL0IX1pNS SHDUID BE DISCI69ED WDH THE MNY INSPECf01t BE SJBNDRD i0 THE — ENDINEER MR APPROVAL PRIOR TO OONSTRUCDON. UPON CONP—CN OF ROUGH GRNING. TII�, TIIF ///'� A.Ty IRI'-V N��'�J, pIOIV NOTE: ADD 1C00' TD AIL PROPOSED E1EVAlK1 IS II / II 'I TT G ' IFS TIP II SECTOR) CONSTRUCT 4' IC C. SIOEWNN PER MY OF EKIBRNG EDGE OF PAVEMENT DIREUON OF FIrnI PROPOSED -E. J.— M—G SR6:ET UGI- DRIVEWAY #3 DETAIL SEE SOH E ]E ] 1'-10' SLOVER AVENUE DRIVEWAY #2 DETAIL Q 1'-1D CONSTRUCTION NOTES SAWCUT h REMOVE EICBFNG AC PAWNG PER DI-L ON SHEET ] OI PROTECT IN PUCE © CONSTRUCT W MIN AC PAVEMENT OVER 95R COMPACTED NATAE 9JBGRADE, PER SpLS ENGINEER'S REPORT AND GENE- NOTE 32 Q] CONSTRUCT 0' PCC CURB & GUNER PER CRY OF FONTMU STD, PIAN NO. 10D0, O CONSTRUCT 4' PCC SIOEWAlI( PER CRY OF FONUNA STD. PUN NO, 1C06. (MOTH PER PUN) O9 CONSRUCT COMM— PCC DRVEWAY PER CRY OF FONUNA M. PUN NO. 1001 I@ CONSTRUCT B' CURB ONLY PER CDY OF MNOMNA M. PUN NO. 1000 0 SAWCUT O REMOVE E%ISTNG PCC PAVEMENT I® CDNSTRUCT 0.1' MIN. AC 0 DdAY PER DI-L ON SHEET ] CONSTRUCT 0' PCC PAVEMEM OVER 6' MIN. 95% COMPACTED AB. (SEE CITY OF FON— BTD 1C05 FOR B' PAVEMENT SECTION) I© UNDERGROUND E%ISTNG OVERHEAD — UNES AND REMOVE W NG Pl— POLE ® INSTA4/RE1DCiVTE STREET UGHT PER CITY OF MR— — DWG. ND. 4 (CASE 1) CURVE TABLE cuRNE A DELTA RADIUS LENGTH n —A' 1100 1815 C2 9z23'41• 4s.00 T2.57 CJ BT36119' —o fiB.BO a 131.,WQ' o.so 1.16 C5 —TOW 4000 1274 C6 W04.19' 0.00 162