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Home My WebLink About3294-311 L i a - m, An LJ 9 1 I EXISTING RfW - - _ -- I - -- -- -- - -- -- -- - -- -- -- -- N , =4 F I STORM DRAIN PER I ' �\ —CITY DWG NO. 3050--- - ___ _.____ 8" SEWER LINE PER 00 v NO. 3063 EW"4jL1.,.6 - — s — - ��.FLffl rN rl�l -250 2.50 ° i^ N 00 LO Ln 00 Ico , OQ {00 oo r 00 ! N (1 tt"')I100 00 00 Q0 0 n n 4 ._.._ g. 55.013' 4 4 4 C. nn L.V.L. !1 1 1i BASELINE AVENUE STREET IMPROVEMENTS , h r i' PER Crit DWG. -NO. 3063 - - - - - - � � �� •��, t°00 * 164+42.16 BASELINE AVE= 54+04.22 ALMERIA AVE (1385.96 FS) ! - —\ \-158+00- 1500 rtg0 F00 tSt+06— S89'58 21� E 162+00- ` -� i0 = — 165+00 s �r - I SIGHT DISTANCE --®' _— 58 0 60m� � x --- i as --- CNN --- ii I - 1164+43.27 BASELINE AVENUE= 00� . �� MERIA AVENUE coa g i ) ,- �� 7 53+21.14 ECR 1� (1384.53 TC) rEn 1 LO o6 N + 00 li CO ! LOT "A�- ALMERIA AVENUE SEE RIGHT z \ 1 ► F VARIABLE WIDTH CITY OF FONTANA, CALIFORNIA EXISTING RjW STREET IMPROVEMENT PLANS EXISTING TOP OF CURB PER CITY DWG NO. 3063 SEE SHEETS 10 & 11 m � �� SEWER EASEMENT EXISTING TOP OF CURB W No, 43`�7C m U TRACT N0. 16346 I �� _ 5 U o o� F P O crn 2 ca 0 20' LEFT OF CENTERLINE a FJ- pN x70000 �� (� �4} PROPOSED TOPCF CURB Approved: 7. 7•d Dwg. No. 3 "�i" I� oco 00 Ncc_ 00 n ____--_-- ---- 17*1 6/.A .1.....: 9CN17A CTDCCTA iCZAC—CTl1Z .i..... 0 20' LEFT OF CENTERLINEold ! z 00 � �^ z :m E v m � 11 L i a - m, An LJ 9 1 I EXISTING RfW - - _ -- I - -- -- -- - -- -- -- - -- -- -- -- N , =4 F I STORM DRAIN PER I ' �\ —CITY DWG NO. 3050--- - ___ _.____ 8" SEWER LINE PER 00 v NO. 3063 EW"4jL1.,.6 - — s — - ��.FLffl rN rl�l -250 2.50 ° i^ N 00 LO Ln 00 Ico , OQ {00 oo r 00 ! N (1 tt"')I100 00 00 Q0 0 n n 4 ._.._ g. 55.013' 4 4 4 C. nn L.V.L. !1 1 1i BASELINE AVENUE STREET IMPROVEMENTS , h r i' PER Crit DWG. -NO. 3063 - - - - - - � � �� •��, t°00 * 164+42.16 BASELINE AVE= 54+04.22 ALMERIA AVE (1385.96 FS) ! - —\ \-158+00- 1500 rtg0 F00 tSt+06— S89'58 21� E 162+00- ` -� i0 = — 165+00 s �r - I SIGHT DISTANCE --®' _— 58 0 60m� � x --- i as --- CNN --- ii I - 1164+43.27 BASELINE AVENUE= 00� . �� MERIA AVENUE coa g i ) ,- �� 7 53+21.14 ECR 1� (1384.53 TC) rEn 1 LO o6 N + 00 li CO ! LOT "A�- ALMERIA AVENUE SEE RIGHT z \ 1 ► F VARIABLE WIDTH CITY OF FONTANA, CALIFORNIA EXISTING RjW STREET IMPROVEMENT PLANS EXISTING TOP OF CURB PER CITY DWG NO. 3063 SEE SHEETS 10 & 11 m � �� SEWER EASEMENT Scale: W No, 43`�7C m U TRACT N0. 16346 I �� CD 5 U o o� F P O crn 2 DBW a FJ- pN x70000 �� (� �4} 4 CN + 00 0.56%' "' 0.56% ---- Approved: 7. 7•d Dwg. No. 3 "�i" I� oco 00 Ncc_ 00 n ____--_-- ---- 17*1 6/.A .1.....: 9CN17A CTDCCTA iCZAC—CTl1Z .i..... 00 11 L i a - m, An LJ 9 1 I EXISTING RfW - - _ -- I - -- -- -- - -- -- -- - -- -- -- -- N , =4 F I STORM DRAIN PER I ' �\ —CITY DWG NO. 3050--- - ___ _.____ 8" SEWER LINE PER 00 v NO. 3063 EW"4jL1.,.6 - — s — - ��.FLffl rN rl�l -250 2.50 ° i^ N 00 LO Ln 00 Ico , OQ {00 oo r 00 ! N (1 tt"')I100 00 00 Q0 0 n n 4 ._.._ g. 55.013' 4 4 4 C. nn L.V.L. !1 1 1i BASELINE AVENUE STREET IMPROVEMENTS , h r i' PER Crit DWG. -NO. 3063 - - - - - - � � �� •��, t°00 * 164+42.16 BASELINE AVE= 54+04.22 ALMERIA AVE (1385.96 FS) ! - —\ \-158+00- 1500 rtg0 F00 tSt+06— S89'58 21� E 162+00- ` -� i0 = — 165+00 s �r - I SIGHT DISTANCE --®' _— 58 0 60m� � x --- i as --- CNN --- ii I - 1164+43.27 BASELINE AVENUE= 00� . �� MERIA AVENUE coa g i ) ,- �� 7 53+21.14 ECR 1� (1384.53 TC) rEn 1 LO o6 N + 00 li CO ! LOT "A�- ALMERIA AVENUE SEE RIGHT z \ 1 ► F VARIABLE WIDTH CITY OF FONTANA, CALIFORNIA EXISTING RjW STREET IMPROVEMENT PLANS 2 �� SEWER EASEMENT Scale: W No, 43`�7C m AE TRACT N0. 16346 I �� * Exp. 6/30/05 * 5 4 3 2 DBW ` ALMERIA JUNE, 2004 C I VI1- SOF CALIFQ CHECKED BY: Approved: 7. 7•d Dwg. No. 3 Mi CITY ENGINEER.CE. _5M2 DATE 32% 4 17*1 6/.A .1.....: 9CN17A CTDCCTA iCZAC—CTl1Z .i..... CONSTRUCTION NOTES CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104, W=8' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W= PER PLAN CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 (9')— INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 v 10 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 11 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 951 COMPACTED NATIVE (SEE GENERAL NOTES 31 AND 32) 12 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG: NO: 1003 — SAWCU T AND REMOVE EXISTING AC PAVEMENT, PER DE -TAIL ON SHT 44 OF 4 761 AAAAAAAAAAAAAAAAAAAAAA TOLL FREE 1-800-227-2500 A PUBLIC SERVICE BY UNDERGROUND S€RVICE ALERT BASELINE AVENUE. SFE CITY DWG N0. 306.7 REV. ' REVISION DESCRIPTION DATE ENGR. i CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT SCE WITHIN TWO YEARS OF THE DATE OF APPROVAL j SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF T�r cr�y� 1/4 OF SES,. 3 , T N, RD -W, SBB & M 111E J BEING N89°58'21 "W AS SHOWN ON TR. 16085-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: YOUNG HOMES CAL T RANS BENCHMARK NO. 8-17 10370 TRADEMARK STREET BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVENUE, 0.2 Mi. W/0 RANCHO CUCAMONGA, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE ('909) 291-7600 OF S.C.E. TOWER 19.5; 2.65 Ml. W. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE ELEVATION: 1428.6090 (n 0 n m 1V- C1 N 00 rn + W o C) Go �N 1 �� LOU 4 -MI I ._., _ - .... i- `i -__Ira to 00 ;. LO LO + C,-5 Zip to J !_ ^ ca M V m 00 U } in LO12 37% �(2.37�) Mn _ Nr� vi J PROPOSED TOP OF CURB 4-1 LO 0 20' LEFT OF CENTERLINE I eQ to N ®I ( •55 ,2.3?9� r 00 o co� r,ri CO ^ M n CI o00 00 — EXISTING TOP OF CURB v r i --75 0 20' LEFT OF CENTERLINE`CN ` _o C; 'f o LOl o LOCS ' Q + m i ^ IR O ( I LO In — I EXISTING FINISHED SURFr 0 CENTERLINE - I NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION. 51+W 52#W PROME HOAR: 1' = 40' VERT: 1%- 4' i NOTE: EXISTING ELEVATIONS PER FIELD SHOTS I MIMOSA COURT Js BASELINE AVENUE SEE SHEET SEE LEFT ! 5 : ') ! 1i 5" 1 2x I I i VARIABLE WIDTH o U v ' ' ! ! 18 + 5,[ 1 7 or LANDSCAPE EASEMEN -�� r- 0� , I 't w I I m cp CS•= LO u' i icN fi�i i cq r7 ,n +CO M18 +� m ! ! +O I �-� C oo 1 !1 ! !n M M N 00 Cn Cy 14+64.58 SCR A ! 14+64.27 ECR U-, 1382.03 TC i 382,20 TC I I I oma -90 LO_ — — — — •' B \'. in SIGHT DISTANCE N SIGHT -DISTANCE N w 1380.66"'f i 138 i .5 \SOO**06 N �' ; 200' -- �. -- 5- ----� - FL -- - -- 2' ==1� '47'°W/ -- 5--IL4-- _____-5-41 -- 20 CNI - - - -- EXISTING 8"-- - - _ - - 52+04.73 ALMERIA AVENUE % = - - �\ I EXISTING IMPROVEMENTS WATERLINE 10+00.00 MIMOSA COURT '� PER CITY DWG NO. 3080 (1381.53 FS) EXISTING R% 11 i CURVE DATA RADIUS LENGTH TANGENT A 89`54'51 " 35.00' 54.:93' 34.95' i B 90°05109" 35.00' 55.03' 35.05' 'R...�tA�►� 117nA�lNt7►' Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 �C_ ) 356-1815 Fax (909) 356-1795 dZ4�O David S. Hammer, 1?.C.E. 43976 Datb (expires 6/30/2005) ALMERIA AVENUE SFE CRY DRAWING N0. 7010 4 GRAPHIC SCALE ( IN FEET ) ? inch = 40 ft. 7J CITY OF FONTANA, CALIFORNIA Q�4 `�'v � �ry qC MSF ��c STREET IMPROVEMENT PLANS 2 DRAWN BY: Scale: W No, 43`�7C m AE TRACT N0. 16346 * Exp. 6/30/05 * I BASELINE A & DESIGNED BY: Date: DBW ` ALMERIA JUNE, 2004 C I VI1- SOF CALIFQ CHECKED BY: Approved: 7. 7•d Dwg. No. 3 Mi CITY ENGINEER.CE. _5M2 DATE 32% 4 17*1 6/.A .1.....: 9CN17A CTDCCTA iCZAC—CTl1Z .i.....