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HomeMy WebLinkAbout6796-9CONSTRUCTION NOTES: FINSTRUCT z• ASPH T CONCRETE OVERAY PER .TT OF ONTANA STD PAN NO, DOB AND PER DETAIL -A" SEE SHEET 2. 1380 LT PROPOSED TOP OF EXISTING GROUND 1380 LT Q CONSTRUCT 4' ASPHALT MACRETE PAVEMENT OVER 10' Mw. 'R CURB AT 14' LT SURFACE AT 14' LT OF so% COMPACTED NA— SOL oft—Y AccE s 0.26R O CCONSTRUCT 4' PCC SIDEWALK, NOTH AS NOTED S T ' S-O TSS $> 4^ ER CITY OF FONTANA SM. LAN NO GO6 CONSTRUCT 0. tCURB OpD AND/ON GUTTER PER CITY OF FONTANA SM PLAN O CONSTRUCT TH CUADENT SDEWALKS RO D PER CITY OF FONTANA SM PLAN $5+ I itj o - I{i Q� LL ANp PER GRAQNGET MODIFY LDETIXNIL SHEETS T PER 27 WWTOT DETAIL i, SEE SHEET 2 IT #I n Q CGHSTRR005T0. MODDOIED MR AND PER GRADING DETACCESS AIL DSCIR OF TO 26. 1370 LT m o 1370 LT 4 d y I m m ron ✓mri 0..,. O CONSTRUCT REGRADE TO DAYLIGHT 2 1 SLOPE (MAX.). 1:2!2 r m R. O® O (MATCH 1 TUEOT XISNEW CHAIN LINK FENCE PER SPP41C SM PLAN 6D0-3. INSTALL TRAFED SON PER SIGNING AND STRIPING PLANS - H.W OCONTRACTOR TO RELOCATE OR ADJUST TO GRADE EMTNG WATER M ETER AND BOX PER FONTANA WATER COMPANY STANDARDS. FOHTTAANA�WATER COMPAN ON ENTS SHALL BE CDGRD NAIED WITH ONSTRUCT 4• PCC SIDEWALK, WOTN DTED (NC t BACK OF WALK AS SEQUIN PER Ott OF FONTANA S PLAN BNO tOO6. 4380 CL z 1380 CL Q R—STRuOT LANDSCAPE AND RRIGAPON IN KIND TO LIKE EXISTING CONanOX OR BETTER CENTERLINE SURFACE CONSTRUCT L O OF 95% COMPACTED NATIVE SOIL DRIVEWAY ACCESS. L. — l'1 COMPACTED NATIVE SOIL DR VEWAY ACCEES.�R 95R OF — i — T — — I O STDSPLdNCTN0Oi U AR-R GRAESSSSING RRAMP PER qs OF 24 FONTANA r ' ! -- .. -- _-. I J --� . . --. ®FQNT ACT ROP CR— CUTTER AND/OR SPANDREL PER CITY OF AN CONSTRUCT A- RESIDENTIAL CURB DRAIN PER DTY OF FONTANA $:� I� I s TLL - ® SM PLAN NO, —2,STRU 1370 CL N�� 1370 CL Q INSTALL NEW M LBOX AND POST BE ND KRB PER USES 1 CONSTRUCTION STANDARDS aCONSTRUCT NEW 12' WIDE WROUGHT RCN GATE ON NEW POSTS An �n S SHOWA` ON PAkS rl• F SCALD O CONSTRUCT NEW I4' INDE CHNN LINK GATE ON NEW POSTS AS SHOWN ON PLANS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 r r. No. z 19+00 IS CONSTRUCT 3' HIGH BOF-ARD As sTO sr ON PANS. CL TERRA AVE./ STGT. NO S N JAGINTO AVE. O CONSTRUCT LAN 111- BLOCK AWG1i WAIL PER SPPWC AN JACINTO AV/E. M. SPIKE WASHER STANDARD PLAN 622-4. FD. DIG NAIL RCE 13669 pCNSTRUCT NEW 14' WIDE ROVING CHAIN LINK DATE CM NEW -T G ILLEG _ P_ 4 ELEV =t389.06' OSTS AS SHOWN ON PLANS. ELEY=138>.3Z' S.5 -" "�. `v S SHOWN NEW 4' VADE CHAIN LINK GATE ON NEW POSTS ' S SHOWN ON PLANS. # tP 4 O CONSTRUCT H PL12' WDE CHAIN LINK GATE ON NEW POSTS V Sm� ; EMT Q >M jR+� _ Tm Q ( 1 _ g QCONSIRUCT ROAD CENTERLINE CROWN A5 SHOWN ON PLANS. J Q_m m o N PLAN NO IC08 AND PER DETAIL A• SEE SHEET 2 A S1D. e m Q OFT95RUGONPALD Nnn`W SGIL PERACVOttEOF OONRA.O M . Q m -z �� - • 1 Otis n F owaa - ao \„+, SURVEY CONTROL TABLE <C w _ TGT No . NORTHING EASn G -n a�oo T d I so-- "€ lasss<s3 s>3t os1r� eEARINc asrANCE ,. r ma�� 0 1 se9'se'ss'w 1319.3a' f. o s StA tD+DODO 6564405 >324i95O z CL JUNIPER AVE./ 4 ,. IO M .>< i�- t0 w �T / 3 o Tm m na RAMONA AYES m *QteP`ca�r _ „� IL _i ;�� -Q� m� CURVE 6LINE TABLE I a m .- T Q m 2 N1-98368 I J 'o _�. -". - ` .' -. _ _ - .DELTA/BEAR RAOUS LENGTH TANGENT c f W z T. - �^ e 4s1 -'� i�s4 � D rw_>1 ® sorol zo•Nc 1s OO 1+' Ts.oT' �E < O t m RAMONA AVE CL- - - - (TIN \ \ 2 58959'45•W 86399' - 2 ?, E ST C&G -N 1 m .---E%iST -C&G _ EXIST C8G f� k L'l __ , 1 _ \ __ Z W 3 84'S6 Q0' 25 00 34 24' o� �! \ROD Q \ f TERRA AA.YE / FD NOTHING yEa - E 6>324t8Je950 - 1241 T no . g C A sc-.s dwt�z arc ...� g 0 0 n N r 4 n �. PER ..Ef. A cL R1 �CtivC n s r I} � m I # 60 * 68 o Q b y N N JUNIPER AVENUE 6 HATCH LEGEND: RAMONA AVENUE GRAPHIC SCALE C EXISTING PCC CONCRETE NOTES: PROPOSED PCC CONCRETE • START PAVEMENT OVERLAY AS SHOWN ON PLAN _ PROPOSED AC SIDEWALK/DRIVEWAY ACCESS 4 (2' BEFORE OR AFTER - SAWCUT LINE STATION). OPOSEO ASPHALT CONCRETE OVERLAY ♦FOR OR GRADES SEE GRADING DETAIL SHEETS 24-26. PROPOSED ASPHALT CONCRETE (IN FEET) INCH = 40 FEET uAe�a.a Ae se woe Alen sHo L0 coksn ucnoN OF HE CITY OF FONTANA, CALIFORNIA Acnory a21s/4z1> of THE GOVERNMENT �E3tgwe - REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS CODE REQUIRES A DIG ALERT DENTIFCATION �p ey f� 'ISSTREET IMPROVEMENTS W91HIN TWO YEARS OF THE DATE OF NUMBER BE SSUED BEFORE A RE MIT TO - APPROVAL SHOWN HEREON AND CARRIED MAIN RAMONA AVENUE STREET IMPROVEMENTS EXCAVATE WILL BE VALID xegazgs m C RAMONA AVENUE FORTH IN A DILIGENT MANNER, THE CITY T� AS 3H0lN FOR YOUR DIG ALERT .D. NUMBER CALL FIX __ , -FS. "'_.. ENGINEER MAY REQUIRE REVISIONS TO PLAN/PROFILE SHEET w1e i �T' UNDERCRWND SERNCE ALERT � � - _ JUNIPER AVENUE TO SIERRA AVENUE THE PLANS TO BRING THEM INTO ��OP STA. 10+00.0t TO STA. 19+00.00 TOLL FREE 1-800-227-2600 FERRY M RENNER R.C.E. N.. 69984, CONFORMANCE W9TH CONDInONs AND .! yi TWO WORKING DAYS BEFORE YOU DIG XPIRES:9-30-24 STANDARDS IN EFFECT. TMR a /, � B— i98 wWc was �29