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HomeMy WebLinkAbout3684-3EX I ST. GRAW-­4 3 WESTERLY:- Ln co Lo L: "PROF. 1OH, OI- 20' -.WE$T..OF. CL. ------------ IEXIST. GRADE 00 in �00 '00 . ..... . TU) CO 41 WMTERLY Pt TANGE 27,44 41-1,6' 64,38 O.C. TANG*_ ON CURVE CO . . ... . . ... . ....... ------ ----- --- C 0 P 20 NESt 4� j EXIST. GRAL) . ..... .... .. . . ........ @ CL 9 5. OWNLINE L 26,03'� =8� '05, 2 6,0 3' GENT TANGENT 0 L` 0) Cl) 0 0 + 06 Wpm - -4 EXIST.: GRADE 0 WESTERLY ?� 7 :-7�.Gs -.Z-.UPvE Ln (z) 0� /4 00- 4 cy- + 0 PO 0 ;.i 4RADE EXIS ---- - WES" PIL + I4 IPROP., 9 -2 7--t 77,- ----- IE- 4 ------ ---- ----- - - ----- ------ 18+00 19+00 20+00 21+00 22+00 23+00 yf 17 18 15 1 6 0 W 14 U I 13 12 1 1 10 9 0) LI)ZN LLJ 0 8 �_ Lr) M C) w c'� m �2 C\j PROP. 'tmr-6 - 00 C', M 0 U 0 (6 0 7 M Rd- (-) + r-- r- 00 Uj M C\4 0 F- 24" S.D. + I— 00 _j 11 M + + + Ld N 't 00 < "4: (0 p F- 00 L(') 000) �q- 00 0) + 'j r< 14� + Ln C14 PROP. R/W +0) U-) CD ao 0) 6 + 0) LLJ C14 Li PROP - SDMH_ CD PROP. 8" WATE 20 CN 2 (1 195.2RIM% 20t�O N 1 0* 1 2'20"E 21+0 D 7 5 PROP. SDMH C3 _\PROP� 8" SEWER 14 1 1 94.8RI 14 2 :77 H PROP. R/W 5 M CROWN PROP, R/W LIJ 0 H i�', S V') 0 1 1 1 F�� pp LINE 1 9 4.7 20 0 4 0) U) 000) (O a, 21 +88.47 C-4- cc --I 1 96.91�q K 14 PROP. SMH (1 197.2RIM) 0) 10 22+48.00 SITE C RAMP "P -R -OF., PARX LC) r- Ln + 00 PER SEPARATE PLA 23+07.95 ECR 00 - 1 1 98.36TC - EC 3 17 2 )5 JA S WN CIR. 10+0 .1" CIR� 18 MATCHLINE SEE SHEET 2 EC 1 1 97.76TC JA JAMESTOWN CIR. (WEST) 1 1 98.1 2TC C/R 1 1 95.18TC 72 (N) 1 1 94.35FL 1195.14TC 119 80. 1194.89 FS FS 1 1 95.15TC 1 1 95.21 TC 1 1 94.65FL CD 1 1 94.71 FIL 1194.78 E 1194.87 FS LO FS . . . . . .. .... ............... ........ ..... . .... 1 9 �51 5 �FC CONSTRUCTION NOTES: 5' 5.5' 1195.23 I C/ I 1 1 94.64FL L �D CONSTRUCT 4.0 A.C. OVER 12.0 NATIVE �95% COMPACTED) PER CITY OF FONTANA STD. DWG. NO. 1000 1 1 94.73FL TANGENT (A� 08'30'21 107.00' 1 5.88' 7.9 6' 1 8 + ZIZ4= 08'31'20" 300.00' 44.62' 22.,5b- & SOILS ENGINEER'S RECOMMENDATIONS LL CB #1 41,65' 20.86' V) 09- 1 6'48 " 318.00' 7=TO'; V=7.13' 1 1 9 5,1 3TC 298.00' 48,27' CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO. 1003 09-16'48" 278.00' 1 FL I 22.56' 14*41'36" CATCH BASIN #1 1194,95 1 1 95.2 1 TC FS a- 63.00' CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. DWG. NO. 1005 231.05' FS I 1 94.38FL 1 1 95.14TC z 9 8.9 3' 120-06'07" 1 1 95.26TC 88.04' 94.64FL 120-06'07" CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015 (W=PER PLAN) 77.56' 1 1 94.76FL ZIF1 1194.79 37.00' 54.40' ADJUST TO GRADE 1194.93 57.00' 83.81' 54,54' 1 1 7*35'00" 63.00' FS 103.99' a_ 41 A CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG NO. 313-1 19.68' 2' 5. 1 9 5, �15 0 21.09' CONSTRUCT CATCH BASIN PER CITY OF FONTANA STID DWG. NO. 121 08-1 6'21 107.00' 1 15.45' I 1 1 94.65FL Ln 1 3* 1 3'25" 278.00' 64.1 6' 32.22' 13-13'25" 298.00' 68.78' INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DWG. NO. 139 (D 09-16'59" 107.00' 17.34' 8.69' 04'21'47" 318,00' 24.22' 12.1 1' 18+5 83-20'56" n2O CONSTRUCT STREET LIGHT PER SEPARATE STREET LIGHT PLAN -"A-rr%U 0AQ1K1 4-fr) ......... .91 CL CB #2 wl V 50' VC WVE ON U­RVE +03.05 PI= I 1 95�99 1L _7 a/4 4 0,/4 cr_ L;:�� 40) �RUPVE + LAJ V) - ------ Lj LL- ---- --- ...... Qj .. . . ..... .. C2 Ln t6 LLI CT) --oo In F- =L� 0- LIJ LL11 00 ZM_ Lj I o6 EE 4�C4 �n r- Cc 1�_ - ----- --- -- V0 ao -7 il z 'T+I'E. 4 -z- - - - ------ -- -+VC ...... 5C < -1-7 TA +441 PI= I 1 96.00 . ..... L Li M t :ON -CURVE a- . .. . .. ---- -- ----- - - ----- W ------- tot + (0 L -> :r - - ___ r n _V.- _-Z > I co M W.::-- 2' Uj LL LLI ...... .. L U- 04 Lit-) It., 00 .......... 7 U) + .. . ..... .... - --------- EXIS G, A E Z_77 - --z- -7 CO CL - ----- GR ... . ...... Z ............. L= ----- ----- - 3 15 OW &RO TANGE I QN 1 2Q .......... . . . . . . + 4-: + . ...... . . . 0 LJ + V) t L L-A PROFILE -7 ----- - -7 _4 �NA!Jt_ (9 HORIZ 1 =4V VERT 1 =41 717 PLAN 1 4 0 18+00 17+00 16+00 15+00 14+00 ?cc SToWN CIR. 0N) TOWN CIR. (N) JAME 18+44.95 ECR_ JAMES C E 2. FFT 1 1 95.129TC SEE SHEET 2 SEE L 18+0301 14+01.02 BCR 10 PROP. PARK SITE 1197.66 TC .004,3 10 CL RAMP : �3_ GO 18+44.95 PCC 10 14+02,04 4 MATCHLINE - SEE LEFT 17 PER SEPARATE PLAN CL AMP PROP. SDMH 1 8 M I -rol_,__,__ - U OM Co BC (1 195,2RIM) 0 0) M ... ... LU C14 EC ,t 1197.20 TC 1 1 95.29TC 7 f L U_ 30 + �9 1 6 ln� V 2 20 + �D PROP. R/W-,,,, Ln Pur 0 -to, M x W PROP. SDMH 16 (1 194.8RIM) �/p Ll �1_ (14) R048 SEWE[i'_) 29 PROP. SDMH P N89'24'0 i 1 "E 20 17 (1 195.2RI ,--\PROP.1 8" WATER T CURVE DATA 20 NO. DELTA RADIUS LENGTH TANGENT (A� 08'30'21 107.00' 1 5.88' 7.9 6' 08'31'20" 300.00' 44.62' 22.,5b- 08*31'20" 280.00' 41,65' 20.86' 09- 1 6'48 " 318.00' 51.51' 25.81' 09'16'48" 298.00' 48,27' 2 4.1 9' 09-16'48" 278.00' 45.03' 22.56' 14*41'36" 107,00' 27,44' 13.80' 149-29'47" 63.00' 164.38' 231.05' 1 20-06'07" 57.00' 1 1 9.48' 9 8.9 3' 120-06'07" 42.00' 88.04' 72.90' 120-06'07" 37.00' 77.56' 64.22' 84-1 4'31 37.00' 54.40' 33.46' 84'1 4'31 57.00' 83.81' 54,54' 1 1 7*35'00" 63.00' 129.29' 103.99' 08-02'21 " 280.00' 39.30' 19.68' 08-02'27" 300.00' 42.1 O' 21.09' 08-1 6'21 107.00' 1 15.45' 7,74' 1 3* 1 3'25" 278.00' 64.1 6' 32.22' 13-13'25" 298.00' 68.78' 34.54' (D 09-16'59" 107.00' 17.34' 8.69' 04'21'47" 318,00' 24.22' 12.1 1' 83-20'56" 37. 53.82' 3 2.9 4' 83-20'56" 82.92' 50,74' 1 1 7'33'1 6" 1 1 29.26' 103.93' V \j V /W_ PROP. R 28 �nj PROP. SMH 0 fa- LC) 0) N (-) I? RIM 0') r � 0 In M (0 N - -) G) �� - M U-) N Q� � 0) (O oc) L0 cl� (6 L'i LCj (0 () . r - 0) to M + 0) + r, Ln 18 r+ 21 22 23 - 25 27 > 26 1 20 24 E NU r A IVIL 0 1 W=7.0 ; V=5.16' < CD R EV. REVISION DESCRIPTION DA77ENGR. CITY DATE PREPARED FOR: BENCH MARK: z 0 DIG ALERT SHOULD CONTSTRUCTION OF REQUIRED :2 < IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET U TWO YEARS OF THE DATE OF APPROVAL FIELDSTONE COMMUNITIES, IN C NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF 0 DIAL TOLL FREE SHOWN HEREON AND CARRIED FORTH IN A EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 0 1-800-227-2600 z DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE < AT LEAST TWO DAYS REQUIRE REVISIONS TO THE PLANS TO IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNFL. BEFORE YOU DIG BRING THEM INTO COMFORMANCE WITH (949) 790 -5400 CONDITIONS AND STANDARDS IN AFFECT ELEVATION: 1194.630 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ww� ? JAMESTOWN CIR 1194-88 1 1 95.15TC 1195.1 1TC- FS 1 1 94.32FL 1 1 94.28FL 1194.82 1 1 95.19TC FS 1 1 95.15TC 1 1 94.69FL I 1 94.65FL 1194.86 1194.80 W. FS FS ---- PREPARED BY: �,OFESSIO,, NO. C 047255 Exp. 12/31/05 C i 5' 1 6' 11 11 6' 1 2' 1194.6 17+44.59 CIL CB 4 W=7.0' V=6.90' CATCH BASIN #4 GRAPHIC SCALE (SOUTH) 4. 0 20 40 8,0 IN FEET 17+44.59 1 inch = 40 ft. CATCH BASIN #3 CITY OF FONTANA 10390 Commerce Center Dr., Ste. 200 Rancho Cucamonga, CaIifornia 91730 STREET IMPROVEMENT PLANS Phone (909) 581-0676 FAX (909) 581-0696 DRAWN BY: SC SCALE: Civil Engineers Land Surveyors DESIGNED BY: JC TRACT NO. 16317 Job Number: 655.0101 DATE: 1 1 /29/04 CHECKED BY: AP PY�VED DWG No. 3OF LJ /;, - /x, STEVE L. ELLIS DATE CITY ENGINEER R.C.E 51152 3684 3