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HomeMy WebLinkAbout3825-21 1-111161 1 '7 CD C=1 61 0! I c2l I c86 I I C I I '_0 rm I I rrc,,,, I I I I cs; I r __% I I I I I I I I I C� f%% Iw- o---% C= rl_ 6 n C� cc qq* C21 q* C:) CD oo C� 00 co Cs -f- = + Ln en Do Ln cc + 00 %_j Ca - - __R Lm in C:) tn + S m CD m C=O WS_ 9) an cm * 6- 6 Ln U) + + im + -Z I Ln 71 !�! 6109 1 in ul I I I CD I Ln I LO 4- + mt _t C-4 l4w + W) C-4 + V_ Cq 14* 144* C%j .0 A iC qr- C14 C4 1 A do A 1 i'Aholli1v f2% 1 r I IF WTI I A 4 d F -T 1 A 2 I ff-r I r.KL ML I Jv I I I I ILU I to 0.0 ve BU ER CITY OF I W119 4rtl'IMI %J I L'. 111W. I 1 1 -r I I . A R_j ETI 1 ZN diful RN F -.G+ � I I I o,--- 0 A' RIGHT T L= 0.33 L:F60..*, 3' �Vl LEVV 1415. 1 1 1 =54 18T L----%r4.vt 9k C__l C r. L16 L) ta Go C.) Cm N C� C.> L> M C Cno I- I.- u C-) cn� Ln qt C.> L) I.- I \ CD ±a 9919 ig IC13 i I I II_)l,i, I'dip PEOPOSED TC + ro %14 CIO -4 N '. co -+ v 4 -r -,4 u", + Ui to- - 1=. CIO in + A C4 + ui q* + 20 J. -7 4 40 1-1 Cb nl�e A "2 1 1 !j! I rr_? I 4 - go -,w 4 1 A Q -D p r CIURB -4 ArM M. Jt I U.40A ..0. -4.15.1 - m? / - -4 �L&27% A4L. 1 A A -7 �Z_0_- La I I Al 1 1 LAJ Lul I :Lj 1.1 (1 1 A r Inn 0 PROPOSED _j CD C_> C -79 r : a -- i co 1 r iffn vt --"I ET FR�M C VAF YIR-C- OFfS ENTERLINE Cq c i "C> XIS ING GROUND Pf OPOISED, TC -IX 4 W. - I I I I I I I I I I w .00 "R 3 KIGHr- 56' Lql7 1 4 74 C7) Lf)1.;= 0 - txtc. mc. UK JUNI) CID, if I IN! 0 0.40* CD C4 J PROFILE SCALE r%lZ. =40' VE T. 1 =49 SCALE 241 242 .243 244 245 246 247 248 249 250 40 0 20 40 80 EXT-REME PA UTION 27' IN FEET 1 inch 40 ft. 9 WHILE TRENCHING CURB ADJACENT SIDEWALK qY 2:1 FIBER OPTICS AND HIGH 2.0% LOPE VOLUME TELEPHONE CABLES GRADE TO DAIN CD EXIST IN AREA. EXACT N in C= -0- Cq CD C= La w C-4 CD LOCATIONS UNKZVOWN 2. FE . La M L" Cl CD CD C> to) a CD C%4 Cl Go 0, + a. CD Cum qh m La F-: p a- a- Lj l__: (n (n Cn En O_ STA. 244+23.00 Cn a. Cn Cl_ C3 I-, CD 52 1 . CD R R R C� W 1--= CD --J cd ri = CENTERUNE PRIVATE DRIVEWAY W " m 57D 1 5-16 CZ a- CD + 0- cn� + el- CD SIDEWALK DRAIN DETAIL La La Cz CD 1 250+73.28 uj LO La Cz C> I I NO SCALE m __j Cq -JC4 04 __j C*4 CL INTERSECTION CM CD CM 251+32.10 CL INTERSECTION tj ,*��FUTURE 9'x8' R.C.B.��� 238+11.99 FUTURE STOP� DRAIN FUTURE CL INTERSECTION MEDIAN FUTURE MEDIA FUTURE 9'x8' R.C.B. - - EXIST-. SL=VVERL ]BASEUNt AVEN _UE_ 239+00 240+00 241+00 ...... 244+00 +00 29+-00- 247+ i i 17) 251+00 243 00 T 7 N89*42'08"W 24&00 24400- 5 00 ---EXIST-.�ER 01 //77777/ /-/7777 /7,77-17/ /.1 171� gfff;;u,-, wa� -00 co 7 4 vz,4,Lz M-4 ----EXff-WATER IST.�TER CDW Z773� E KI9.--GAS-r-_ . ......... �l R- OPTIG �1! IN". Ln CD W _j TER -BOST: FBER-0 EXIF.ING CURB AND GUTT >< PRCT LLJ _0 Ly% 'I IP&HOW I- 4_1 __N VF 7:7 NAL r% Al 11 JfA 41 _,.*��XISTING SIDEWALA--,_ RIM=1416.30-- 4, FL=1,4On7 2:1 En 2:1 -2:4- L >< J EXISTING. AM/PM 21; DSHT­OF- CONVIMCE STORE rROPOSE (1415)* ------- 2:1 2:1 2:1 2:1 2:1 XISTING RIGHT-OF-WAY RIGHT -OF- C3 1 T_ A.P.N. 241-091-63 EXISTING :77� ti CO -NS -MV qOTES ------------- 'N I I tt"Ar-1 U-) _j cc uj EXIST. - I I%Vl VSED RIGHT -Of- TELE.POLE m (D- CONSTRUCT 4" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (BASELINE AVENUE) m C.> LO m CM C;d v N. M W) i W) - 04 w 0 En C:0 Cn c- Cn TYP 7 C) m Cn Cc CO CL. U) CONSTRUCT 6,-5" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (SIERRA AVENUE) CM LLJ N 12E = / I ul) co C-4 1= "q* -C=� C:) m CD :D M ul) C4 m V) tw) r-% Go La Ln Li 6 C� (a) + llw� C.> CD C4 C-,) cd Ce \ 0* A - C.> /.C.3 = CONSTRUCT 8" CURB AN -D. GUTTER PER CITY OF FONTANA- STD. No. 1003 oo I / -I- M r_z cc VARIES (SEE PLAN) 144* a + cc - 1, � r.� = 40 CO Ln C= to �i 4 -r, t2 t2 + CL_ 04 Z�, C -i '11� + a- + . CD + Q0 " C.> to Ca C� 1 LLJ Cq. + m 14* 14* 60' VARIES (SEE PLAN) C-4 j _j CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN. 95% COMPACTED C� Cid sa C%4 -�2 5 !Q 04 CD C= lw_ w 04 cc U- �z ZD NATIVE SUBGRADE PER CITY OF FONTANA STANDARD No. 1014. m IKP W; m Cn Cq VARIES (SEE PLAN) C= CD 0- ulp �,\ C4 La uj Cl 9--.t 1D 00 60' + = CD 1= C�> Cl. 5' (MIN.) CD C� 1= CD C) LA_ CONSTRUCT 6' SIDEWALK PER CITY OF FONT -ANA STD, No. 101-5. C) C> 38' m = c4 oo C4 C= Ln GRIND 0. 10' MIN. in l< C:O- ui CR C -D N89*42'08"W 6 C> 04 (MIN ) SAWCUT AND REMOVE OR' AS' DIKLC I L VARIES CD uj Cm v- CM sc;d so -a-- 6.5' EIIA 7 OF 4A I R78 L P H V BAS A a _2 ;v\*1i v FUTURE WX81 R.C.B. 247+ "0 w SAWCUT EXISTING AC PAVEMENT AS SHOWN TO ENSURE A CLEAN BONDING EDGE. 4= C-> Cl EXISTING PAVEMENT EXISTING PAVEi4ENT AND CD 0 La uj m C.D c- I OVERLAY 0.10" MIN. <6 co C> 00 Cn U + 00 uj Go + (D- GRIND EXISTING PAVEMENT 0.10' DEEP, 5' WIDE (MIN.) AND OVERLAY WITH A.C. PAVEMENT PER DETAIL HEREON C= m t� C= tn C) __j + + + 2% uj ui CN C4 Cq Ln REMOVE EXISTING UTIUTY POLE. (SEE UNDERGROUND UTIUTY PLAN) Zj CURVE DATA C� RELOCATE EXISTING. UT111TY POLF_ (BY OTHERS) __j I,.: SEE PLAN a ulj *BCR DATA CD w NEW PAVEMENT EXISTING PAVEMENT + al; + FOR LIMITS ADJUST MANHOLE RIM TO FINISH GRADE. STA. 244+45.00 0 88.00' RT :: 6 CONSTRUCT 99 CURB ADJACENT SIDEWALK 3 :4 ci N TYPICAL SECTION CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. No. 136. DETAIL N.T.S. 1415.50 TC/1414.83 FL 44' FY LINE JOIN PROPOSED PAVEIM SECTK* TO DMG PAVOW __5EXISTING PROPE ' - NO SCALE 1 6_3�_ rnNqTg"rT qinrwAi k, npAiN (4zi7r -41 pri) P"pj j& riTy nr i7nNTANA Un mn 19A -A A F) N1 A. -I--. nr)-I-.j r-" A NOTE: DELTA RADIUS LENGTH TANGENT, Cl lW28'31" 330.00' 60.33' 30.25' C2 g(rOO'00" 35.00 9 54.98' 35.00'_ C31 22r37 12 65.00' 25.66' 13.00' C4 127*47'45" 65.00' 31.53 9 C> La La 4 0 1 V_f LE1 ER OF PERM1551 N TO ACCEPT rufuRE CRO" SLOPE VARIES BEIVYLEN 1*28^ AND 3*52 CONSTRUCT SIDEWALK DRAIN TO OUTLET AT RIGHT-OF-WAY AND GRADE TO DRAIN AT 1.0% MIN. UNDERGROUND SERVICE ALERT DRAINAGE ON- FILE DATED APRIL 49 2005 EXISTING CROSS SLOPE FROM CENTERLINE TO SAWCUT VARIES FROM 0.96% TO 2.32% 3: INSTALL BARRICADE PER CITY OF FONTANA STD. No. 118 CD REV. REVISION DESCRIPTION DATE E�Gj. CITY DATE PREPARED UNDER THE SUPERVISION OF: _73 11 CALLJOLL FREE CITY OF FONTANA, CALIFORNIA REMOVE TREE Zvtoizo \0)?.vAW)A)0 Z+07��W- ;Itivl 1-800 - SHOULD CONSTRUCTION- -OF THE REQUIRED IMPROVEMENTS NOT L SIERRA AVE. AND BASELINE AVE IMPROVEMENTS RELOCATE' SIGN 227-2600 COMMENCE WITHIN TWO YEAR8 OF THE DATE OF APPROVAL LOCKWOOD ENGINEERING CO G7 DRAWN BY: SCAU: CONSTRUCT CROSS GuTTER PER CITY OF FONTANA STD. No. 104 (MODIFIED TO W=8') SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 380 W. FOOTHILL BOULEVARD STE. F DWH STREET IMPROVEMENT PLAN 1 "=40' TWO WORKING DAYS BEFORE YOU DIG No. C45935 C_ RIALTO, CALIFORNIA 92376 CONSTRUCT STANDARD- CURR RETURN ACCESS RAMP PER- CITY OF FONTANA STD. No. 1006 THE CITY ENGINEER MAY REQUIRE. REVISIONS TO THE PLANS TO DESIGNED BY: BAS E AVENUE DATE: S\ 000�ETWEEN 01/03/05 "CAUTION": REMEM.BER THAT THE USA CENTER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. 12/31 /10 (909) (9 9) DWH & MANGO AVE ,JI79-75015 875-4567 NOTIFIES ONLY THOSE UTIUTIES BELONGING TO THE CENTER. THERE COULD BE OTHER UTILITIES STANDARDS IN EFFECT. CHECKED BY- APP D- DRAWING No.: 2 PRESENT AT THE WORK SITE. THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY. etb q.(A CWL A 3825 DATE 3 rTY FNGINFER R.r-F- fill -52