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HomeMy WebLinkAbout2760-21-1 LLM 1) 0I 0 n -i RADIUS M X q L0 N Lo 0 90011'36" 35.00 55.10 35.12 20. 89048'13" 35.00 54.86 34.88 LO 90011'36" 15.00 23.61 15.05 D r. C) 15.00 o > T) 00 • WcD (D 30.00 0 30.10 o X M NJ CNJ 1 205.00 M Q 10.59 D + -1 45.00 + -1 45.15 Lc) I r- Lc) I rl C) P Lo nR 4-TAIN 4 co Lo EXIST STREET 6� 72 73 x PROP. P/N,' 0 0 -0 U > 4-3 a) cn -0 ro3 U c CrLT C Cr O) cr Cr o L0 0 C> C) C:) LI) -1 0 Ln (y) U3 Ir U) M cu q M -q -IT Lo �r a) [n a3 x Ln Lr) 'o - 0 Qa N LI) Lp Lf) L0 0) C5, OJ X L -p I -1 4-3 LLI Ln o (a 0 0 0. 0 0 c: O" 0 O> 0 O 0 0- to 0 0 a) 0 0 cc) M U cn c- 0 CC) LD 'o 0 4-) n, (,, ,, (,) �:> 14- CD, (o (D 'o Mq Cc, `�T r- cu ED C�j r- c 0:) - c) 4- + + + + + + + cn + x +(o (a 01 0 (li cu x CU cu C\j CL mc- Cu r, 3: L0 r- r- U) p, Q h 4J +Cu r� M 0 c\j IH c) ol (4)k rc) 13 14 N EXIST. MEDIAN CURB 76- 7B EXIST. STREET LIGHT 0 zo LoV: r-- M 'EXIST. A.C- PVMNT. (o o ZD 7 In EXIST. CURB + GUTTER Al EXIST. CUP13 GUTTER Of EXIST. R/W 3 3 5> zo DELTA/01EARING RADIUS LEN./DIST. Tf"777NT 0 15053'42" 170.00 47.16 23.73 90011'36" 35.00 55.10 35.12 20. 89048'13" 35.00 54.86 34.88 cr In 90011'36" 15.00 23.61 15.05 O 95043'22" 15.00 25.06 16.58 0 90011'36" 30.00 47.23 30.10 Ir o.cn 5054'58" 1 205.00 21.17 10.59 90011'26" 45.00 70.84 45.15 Lc) I 0 r- Lc) I (13 L Lo C: Lo 4-1 1 4-) 4 co Lo EXIST STREET 6� 72 73 x PROP. P/N,' 0 0 -0 U > 4-3 a) cn -0 ro3 U c CrLT C Cr O) cr Cr o L0 0 C> C) C:) LI) -1 0 Ln (y) U3 Ir U) M cu q M -q -IT Lo �r a) [n a3 x Ln Lr) 'o - 0 Qa N LI) Lp Lf) L0 0) C5, OJ X L -p I -1 4-3 LLI Ln o (a 0 0 0. 0 0 c: O" 0 O> 0 O 0 0- to 0 0 a) 0 0 cc) M U cn c- 0 CC) LD 'o 0 4-) n, (,, ,, (,) �:> 14- CD, (o (D 'o Mq Cc, `�T r- cu ED C�j r- c 0:) - c) 4- + + + + + + + cn + x +(o (a 01 0 (li cu x CU cu C\j CL mc- Cu r, 3: L0 r- r- U) p, Q h 4J +Cu r� M 0 c\j IH c) ol (4)k rc) 13 14 N EXIST. MEDIAN CURB 76- 7B EXIST. STREET LIGHT 0 zo LoV: r-- M 'EXIST. A.C- PVMNT. (o o ZD 7 In EXIST. CURB + GUTTER Al EXIST. CUP13 GUTTER Of EXIST. R/W 3 3 5> zo r,ASELI E 66388 5- LEWIS DEVELO!"NFENT CO. ATTN: 1,47. GAF,,,Y F=ZrZ 1150 N. H01.1111TAIN' AVE.NUE P.O. BOX 67' UPUiV0,, CA. 91786 PHO']E: (P,09) 0-49-6502 AW E P mull E Ll� I 6coR'D ZD1?4w11v6 REVISIONS cr- O Cr C) C IE Lr) c: a: 0 C- CU z cr Lo , F- 2P' 9 20. M Lo Cr Lo r- Ir M cr In N Cr M 0 Cr Cc 0 0 LD a: 'q Ir Lil U) Crcc 0 LD Crcr 0 0 M. z Ll/ > Ir o.cn c: 0 \ ,� (D -4 to LO LD . (D r� 0- Lo Cr C3 to a3 a) I c- Lc) I 0 r- Lc) I (13 L Lo C: Lo 4-1 1 4-) M CLE Li r, I Lo M If) I 'b) C\ r- Lo LU I Lo 4- 4-1 Ln LO (D JO Ln -, cl LD U- LO :3 (a LD Z Ln 0 a) Lo to cn in to - CD (D I 0 CD c: I --m Ln I (D (D I X I a) 14L > x > C3 I ro a) M 0) c I LU -p 0 C, Lo r cl cl- Ln 0 0) 0 CC) 4-) C) C) 0 -0 0 0 0 (D 4-) c� c) LJ 0 4-) 0 LO -11 o- 0- o CD CU r- CO O (a Lr) -li M 0 -p r� cc o o cc) (o Ln in r, o 'q 0 fo 0 r� z 0 C) 0 rt) 0 r- (D -i . r- 0 4Jti (J) LD -0 Lb + ri) cc) + -0 Lo x * (f) r, > . o + 0 q U)ti 0 70 Lo r, + 0 cn Co + U) (j) + x + (1) = LO 'IT r� c: r, M + o lq -c + ,q cl cl + + ql IV r, M C) to r- Lr) + Lo C") w + Ln m + T) X Lo r� = w M F- Lo r- o c Lo r� IL ED r, 10r, or- r- !14) r- r - U) -r - r r, a- r, Lu r, Q) Om 00 U x U a - r- 0 0 OM6 (�)c\j - (�) " O (D Cu m, In x r,ASELI E 66388 5- LEWIS DEVELO!"NFENT CO. ATTN: 1,47. GAF,,,Y F=ZrZ 1150 N. H01.1111TAIN' AVE.NUE P.O. BOX 67' UPUiV0,, CA. 91786 PHO']E: (P,09) 0-49-6502 AW E P mull E Ll� I 6coR'D ZD1?4w11v6 REVISIONS cr- O Cr C) Ir 0 IE Lr) c: a: 0 C- CU Cc if) cr Lo , F- / M L0 9 Ir cli c: CT) Cr 0 Cr 00- cr In x o 0 a) LD a) 'q cn C[) U) r- LD 0 r-1 4- . 01) z Ll/ > 00 (x) CO \ ,� (D -4 to LO LD . (D r� 0- Lo Cr r ) U to a3 a) I c- Lc) I 0 r- Lc) I (13 L Lo C: Lo 4-1 1 4-) /Lo CLE Li r, I Lo M If) I 'b) C\ I LU I Lo 0 LL 1 4- 4� Ck 0 -, cl 0 (D 0 :3 (a (D ". 0 41Z (D CI- - CD 'IT r` 0 Z C) 4- ro O 0 CD cl cl in > 0 > C3 G- 0 M Cl r- CD r- < M 0 x . 0 . Lo I M: CU 'o CU 41 'q c: 0:) 0 r- 4-) M -1 (J) 00 0-0 M'o r� CCD 0, M 0 0 LD CD Lo Co M a) 00 x OD 0 M + + + + + + + H + + + * + < + Lo ED 10r, or- -r - r r, a- r, Lu r, 00 a - r- 0 OM6 (�)c\j - (�) " O (D Cu In x U In < (T) x F-1 o x (y') a) x M CD Cr) U 11A 47' jO 60' ,0� 111111glicom 53+04.14 EGR JOIN EXIST. C130B.GG)TC C1306.02)Fl CONSTRUCTION NOTES: CONST. 6.5' A.C. PAVEMENT (MIN.) OVER 12' COMPACTED NATIVE MATERIAL (SEE GEN. NOTES 27 & 28). CONST. 8" CURB & GUTTER PER CITY STD. DETAIL 101 CONST. CONC. SIDEWALK PER CITY STD. DETAIL 105A CONST. CROSS GUTTER PER CITY STD. DET.105, MOD. 10'WIDE CONST. DRIVEWAY ENTRANCE PER CITY STD. 102C, MOD. RADII O SAWCUT AND REMOVE CURB & GUTTER O SAWCUT AND REMOVE CONC. SIDEWALK CONST. RAMPED CURB RETURN PER CITY STD. 104A 103 CONSTRUCT 6" THICK INTEGRAL COLORED CONCRETE WITH 6' SQ. 6 GA. WIREMESH ON 6" CLASS 11 AGG. BASE OVER 127 COMPACTED NATIVE MATERIAL. COLOR TO BE APPROVED BY PLANNING DEPT. PRIOR TO INSTALLATION. SEE ENHANCED PAVEMENT DETAIL SHT. 1. 14 INSTALL CONCRETE BAND PER ENHANCED PAVEMENT DETAIL SHT. 1. MOTES: PROTECT IN PLACE TO BE RELOCATED (D VOTE: ALL EXIST. TREES TO BE RU,10VED & REPLACED1-f TO BE REMOVED U D7D I AvnpApr JA�p w PLEAS (4t) SCALE IN FEET 10 80 120 160 -A ,--KNEW-M�ARK: #361 BASIS OF BEARINGS: SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING CITY OF FON ANA, C 'A' L I F 0 RIN'l PP #1536697E @ S.W. N 00006'09" E PER P.M. 1959, COR. OF BASELINE AVE. P.M.B. 28/18 WAS USED AS THE & SULTANA AVE. BASIS OF BEARINGS FOR THIS PLAN ELEVATION: 1365.01 DRAWN BY. SCALE: PREPARED IN THE OFFICE OF SL MA PCL MAP NO. 15172 MADOLE AND ASSOCIATES, INC. FESul DESIGNED'' AS SHOWN OF THE INLAND EMPIRE LT A STREET ItPR® VEMENT PLAN 10601 CHURCH STREET STE. 107No DATE: L. Z� RANCHO CUCAMONGA, CA 91730 IAB 14 CHECKED: E A S E L N E A IV' E NIUE PHONE (909) 948-1311 Exp- 3-31-01 M. B. MAY, 1998 JOB NO. DWG. NO. SHEET NO. LIV OF c_ APPROVED ENGR's DATE & T-� TE 126-1262 C - ITY ENGINEER R.C.E. 25126 27Go 20F5 APPROVAL I DA -1. MADOLE R.C.E.148i4 DATE *0)(40' PAQMTKIP AVE.. QTDPPT Tmpnnv PL -75 [025'61PF: 1262 605 29 -Jul -99 08:59 AM / 126-1262-1 DWG. DATE: 6-26-98