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HomeMy WebLinkAbout6796-11CONSTRUCTION NOTES: I CONSTRUCT 2' AEPHAi CONCRETE o4ERLAY PER CITY OF FONTANA STD. PLAN NO IOOS AND PER DETAIL 'A' SEE SHEET 2. Q CONSTRUCT 45• AS- CUNCRETE PAVEMENT 0­ I G MIN, OF 95% � � PROPOSED TOP OF � \ � z —ACTED NAIVE SOL PER CITY OF --A sD. 1. NO. Doe AND pETAIt � 9� � CURB AT 40' LT PER 'A' SEE SHEET 2 CONSTRUCT 4" ASPHALT GOVERETE PAYEMENr DKR I.0MIN. OF 95S COMPACTED NAIVE S. DRIVEWAY ACCESS. f I Spa aAx 1 JO CalsmucT 4' Pcc DGEWALK, wDm As NOTED PEa arr BE 1395 LT =1 `��.1 COI NTS 1395 LT/M2 i T ' S �; 1402 LT FONTANA — STD PLAT No Ions. .�u EXISTING OROUNDf 1 t � � .1 s caNsmucT e' cJRe AND/OR BITTER PER arr a EoxraxA Sro PUN NO. ImO. © CONSTRUCT e' AG DIKE PER CITY OF P.-A STD. PLaN NO lam. SURFACE AT 40' LT e CONSTRUCT 6' PCC RESIDENTIAL BRVEWAY WITH PARKWAY A0.1ACLIT SIDEWALKS PER CITY OF FONTANA DID, PUN NO 1001 AND PER GRAONC NE., SHEETS 2> I _._ Q CON TRUCT TYPICAL Rope TREATMENT PER CITY OF FONTANA STD. PLAN soar N No. , EXISTING I2 CONSTRUCT UPGRADE TO DA—T 2I SLOPE (MAN 1 CENTERLINE SURFACE Q CONSTRUCT NEW Claw UNK FENCE PER EPPME STD. PLAN BEC 3 (MATCH EXSnNG). - �, T + e <T ,PROPOSED TOP OF I4 NZ TRAmc CON PER SIGNING AND STRIPING PLANS. -' CENTICAL w it -- / CURB AT 38' RT INSTau/RELaATE TRAFnc sC+u uaHr PER TRAFFIC 4a+aL umlHcanox PUNS. 1395 CL -. _ _.. 1395 CL{ ��� POINTS f �` M02 CL = 1402 CL 6 NSIALL/RHOCATE OR ADJUST TO GRADE NARTC SONAL Box PER TRAmc 9a1N NcuRCATICK Purl - �- iL" XISTING CENTERLINE S tOt RELOCATE OROS6WALK PUSH BUTTON PER TRAFEC SIGNAL MOCIBCATEN PUNS, - �T 4y.. �- SURFACE S coNTRAcrOe RELOCATE TO OR ADsT GRADE ExlsnrG WATER METER 8 TO IAND BOX PER FONTANAWATER COMPANY STANDARDS RELOCATIONS OR - '� ¢ 260 I AD.usnfNTs sHau E COORDINATED NTH FONTANA WATER cnMPANv ® A T TO RELOCATE PVC CGNDUIT ASER COIiRACTOi TO COGROwATE WTN A T FOR RE ATON m Bs� 3x83z,.I.. I Q... . R1 SOU RN CALIFORNIA EOSOR TO RELOCATE EXISTING POWER POLE ANo{eR GUY M9RE. PROPOSEQ TOP OF ` sgT to r -" `r z3ax - W GONIN TGR ro COORDINATE RELOCATION WITH SOUTHERN CAUEORNA sa+. a `; CURB AT 32' RT z "' s> 3 F ( z $2O0 ] 2O2 RECONSTRUCT LANDSCAPE AND IRRIGATION IN KIND TO LIKE CIXiDInON CIE BERER. 1CU `" .. / <I * �y 1 I4 [� B5x J -1395 RTf.. �, , ((!{�," T �___ "`__ 1400 RT . 2J CONSTRUCT 3' AC G!RB RETURN ACCESS RAMP Nip/ SiDEWAtK PER CITY GR FCWTANA Sro. PUN No Ioo3 AND PER CNADING OCTAL 9NEE'!S 24 TO 29EAE_ a e< psi I - CURVE LINE TABLE 1400 RT o ® CONSTRUCT I 0 BE 95% COMPACTED NATtE sal DEVEWAY ACCESS. � I p \ a < N P a� © DEL AfBEAR NC RADIUS LENGTHTANGENT 6 CONSTRUCT 6' POE CONCRETE PAVEMENT OVER 95S OF COMPACTED NATff -- a NOOV4 Q8'E I68 5] SQL DR VEwav AOCEss `� i 1 �, I R� m \EXISTING GROUND 2 S44355a`E a 9 QGONE CT DECaRe RETURN AccEss RAMP PER an a EOxTArvA _ 1 1 SURFACE AT 38" RT a aona Da-E B 1 m gym_ J-_ m mJ., :� {QT a Nasroa QB'E 8 9 SRJ. PUN NO IOQ3 AND PER GRAONG OETA0. SHEETS 24 ro 265 a95]'56' 25 OU' 39 25 24 98' n m - 2s CONSTRUCT PCC CROSS GUTTER AND/OR SPANDREL PER aTY OF FONTANA �'w cOI�"_y -- `~^ vim,�P' f T- Ig {_n 92V9'S5' TD.- 4421 2596' STD. FLAN N0. 403. ®z \ ] NO2'11'S9'E ii] 2' EXISTING AT 32 143 s' ® caNsmucT 4- RESDENnu CURE DRNN PER att FarrANA Sro. PLAN NO. 3002. '^w`' SURFACE AT 32' RT - a Nooroa oa-E 4"E ss D> GGI TRUUCCITY 'FONTANAP SMi PUNII�UST�u ON 1 AND� Y WP PARKWAY ��; s0 WALKS 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 E IoPER 589'46'38•E 35� s. 9 sD9 89'415>" -DO 54>9 3482' I. ® CONSTRUCT NEW 4' WIDE CHAIN UNK GATE ON NEW PCETS AS SHOWN OU PLANS. BASELINE AVENUE 13 NG5'oabe'E 17.83' ' -- sJ CONSTRUCT NEW 16' WIDE — UNK GATE ON NEW POSTS AS SHOWN ON PLANS NOTR�START PAVEMENT OVERLAY AS SHOWfiN ON PLAN TA. IB+48.0a < NOOV408"E - 25066' ® CHARTER SPECTRUM TO RE ONE AND RELOCATE EXISTING UTILITY BON. RELOCATIONS ON (2- BEFORE OR AFTER - SAWGUT LINE STATION). ALDER AVE, ESA / alE NO2'34'42'W -- AOAISTMENTS SHALL RE COORDINATED WITH CHARTER SPECTRUM, v i>36] 4• FOR OR GRADES SEE GRADING DETAIL SHEETS 24-26. CONSTRUCT NEW WROUGHT IRON FENCE ON NEW -I AS .0. ON PLANS 44 5 N, ISEBB".88 'T I ci i STA 22+ OOB (NAiai EXISTING). #z 1F, ll E 6]3685 a6 T (�,� (�(� R Y YY V Y Y ix a J #Y ( -11 AVE AVE./ Y T a / FOG L548>34L "'111 EU 08.] TGT No. kED ...H .. « .,. .tea i - , ,. m ° —AlW/ z I - LDER YE - , �' z - IR N xl _ m --PROPOSED TAGOL5.6>6i L - ENDS i i .1 I,'= I I r PROP CRGT waf BY QT,ERS = - SE BID. YTYP �23 �f� w z m m9, N m` ESTcc F ? ALDER AVE. QJ _ - PROP. -PRCP AC DIKE- yt r Ex sr ceci_ TGT NO, 2 =< II ' - # POP C&G� 4 ST 21+528 BCR— _ STASTA 13+2468 AA., _m # PROP. RW 6 ENDEND ai ' T9P AMRocK ANE.1 i- 3 1 r Rw I� S 2 63 3 ,; FD IR P NAIL f O G LLEG m} .I �sux�. oa < o m 4 za n 9 ba mP�m _m._ �'X�m ,w-=`� - i+26.2E .( w C a V via a vIG 3rI � ST 9+20.0 3C - C #LXA>/c ®I- m S#� aO# 2 am 0 O° a V lJ �`/xENDEAC EPVM NUE .. �. HATCH LEGEND: T �- D DIKE Z Ex 9TNG POC CONORETE - O�V3 = -__ -1 e's ..e — A � � . { - I PROPOSED PGC CONCRETE SHAMROCK AVENUE ALDER AVENUE MESA ROAD - GRAPHIC SCALE PROPasfD Ac vDEwuK/DRIVEWAr AccEss SURVEY CONTROL TABLE - PROPOSED ASPHALT CONCRETE OVERLAY LOT N NORTH NG _ EASING BEARING DISTANCE I865e2583 fi]3]6849i NOOVY24'E 324.68' PROPOSED ASPHALT CONCRETE 2 i866i5Q 51 .6]3>68523 PROPOSED COBBLESTONE NW9a'08'E 894.39' 3 ,186>044.84I6>3i686.30 FEET) INCH 40 FEET ' uoeera.m,�e se<woe Alen - SHOULD CONSTRUCTION of THE CITY OF FONTANA, CALIFORNIA sEcnory a216/4zI> of THE GOVERNMENTN`S`gweJW - REQUIRED IMPRovEMENrs NOT COMMENCE STREET IMPROVEMENT PLANS CCDE REWIRES A DIG ALERT DENTIFCAI N �p STREET IMPROVEMENTS WITHIN TWO YEARS OF THE DATE OF NUMBER BE EC SSUED BEFORE A PERM i TO - APPROVAL SHOWN HEREON AND CARRIED LVAw ALDER AVENUE STREET IMPROVEMENTS W,L EXCAYAtE WLL BE VALID xegazgs ' C ALDER AVENUE FORTH IN A DILIGENT MANNER, THE CITY T� AS SHOWN / FOR YOUR DIG ALERT D NUMBER CALL s' Hv�� ENGINEER MAY REQUIRE REVISIONS TO PLAN/PROFILE SHEET 2 ?%f UNDERGROUND SERNCE ALERT +' SI-IAIuiiOCK AVENUE TO BASELINE AVENUE THE PLANS TO BRING THEM INTO�OP STA. 15+19.4t TO STA. 22+SO.Ot TOLL FREE I BOO 22] 2RED CONFORMANCE WITH CONDITIONS AND ✓ ( ,tl/. RRY M RENNER R.C,E. N4. SBS84 STANDARDS IN EFFECT. KIWI h �,,., TWO WORKING DAYS BEFORE TW DIG XPIRES:9-30-24 TYR 8i98 /�',.