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M U 0) Cj Plf 93 74 �4- L 0i LLI _-j 05 LL- LL + LL- (30 L4- IN; - 305 4- V) V) 00 \C + r 00 �0 00 L0 In 141- N- %_ `4 CK) La� LL �X (.---PARCEL 1 j , - I In C 11 11 Ll, I ROPOSED Rlw I L + 9 305 I 11 V W� ( I \/w E 64 L LO K v- 52.- rr) 60 -EXISTING RIW 00 JU ------ 225 Vi i C. .1 -7 L 80 ld -INL- CTR 0 2 8 u J da Ic 225 332 60 T --37+92- 6 A VL -- 225 42+ OVER 0 IRANS1710W 60 4XITING GAS SLOVLH A VL= 0. 19 1p WCUT LINE VE 60 109 SA -1093.09 TF 72 LO DRI SLOVER AVXsW:L,., IS) 39 Sp 72 SA WGU I LINL 10 7 W + 60 GAS, `*-Ex1s-nNG 60 L 193 G 2" WA 4R 3 VA eo, lge ,� E go - --- --- QO) ------ T C* -U4 SD ILlun I 61 1 1 193 -------------- L -0; 9 WS77NG 10 EWER 6 C6 64 90 193 90 60 332 D=13" 93) ng 2 29 78 FI I I of 86 64 Lw Ct �-PROP ,C) -- c 64 b 64 42d- 12. 0 0- + IN! I - r 332 -E jw Ir - --D= i: --V= 12 I14 42+27.18 BCR + 64 D 12P CN Cj L + ics 00 C� 6 %- - , x -- 9 4- . -L.CN 93 -(z:j (0 N Ci r-5 cz� L4J 0) 1089.29 FL (87- -1 + X t ul) 626 193 62 --a j -z 36 Q 0-14 =-7 00 Cm C,4 06 -0 Lo + U 8- Pm 1 lz� 1z, -- D: 6- D=12' D=8* U 64 z 90 1z) :� V) w - .0 -1 ...... 1090.1. 29 + N CN 7 1_6 �73TP -C'14 Q) + Q 0 ,I q ;:�. I I % T- a r 0 j n lvZ5 00 ;q c1*0 5�a6 + Q (0 03 :kN-z�- + LL. 1'��'VALVE N 6 t v- 00 q- COURSE DATA + -40 q- L4j X.- 3 O" CF GB u- 00 v- r-) tn 109.0.27 FS (SO 0; (3 1 297 REMOVE EXISTING SIGN 0) 00 pm I CONSTRUCTION NOTES T O" 10 7 BEARING DISTANCE ITY OF' S Th'. 1 N74*45'31"E 41.36 0 CONSTRUCT CONCRETE CURB PER Cl N6. 1003 (6" -CURB) SAINCUT & REMOVE EXISTING DRIVEWAY AND APPURTENANCES ---- I (D CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 (8" CURB AND GUTTER) QJ2 SAINCUT AND REMOVE EXISTING PCC SIDEWALK A GRIND EXIS77NG AC MINIMUM 5' WIDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1 L CONSTRUCT 5' MDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1015 180000'00" REMOVE EXISTING TREE (SIZE PER PLAN) 6.28 CONSTRUCT MEDIAN TAPER PER APINA STD. PLAN, 140-2 (LENGTH AS SHOWN ON PLAN) 8 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006 100.00' SAINCUT AND REMOVE EXISTING PCC CURB 32.49 CONSTRUCT MEDIAN FLARE PER APWA STD. PLAN, 141-1 (LENGTH AS SHOMV ON PLAN) 160*09 2 02 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957o COMPACTED NA77VE SUBGRADE 1 7.1 5' RELOCATE EXISTING VAULT BY OTHERS 180*00'00" CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. NO. 1015 6.28 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957o COMPACTED NATIVE SUBGRADE 35059 2 34 " RELOCATE EXIS77NG FIRE HYDRANT BY OTHERS 6.28 CONTRACTOR TO MODIFY EXISTING IRRIGATION PIPING AS NECESSARY TO ACCOMMODATE PROPOSED F CONSTRUCT RESIDEN77AL DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. NO. 102 47.08' RELOCATE EXISTING STREET LIGHT & APPURTENANCES BY OTHERS G DESIGN AND SHALL MAINTAIN IRRIGATION SYSTEM FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION 30.00 11 ADJUST VALVE COVER TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER TRAFFIC SIGNAL PLANS CONS77?UCT BUS BAY PER CITY OF FONTANA STD. NO. 1014 n. I/ ICT "Ahtl4ni r- Pl" TO 1--PAnC- AC -Tr -P MhlAl 0 A lAhir- 1-1A C QPW-hl lhl C TA I I P-1) 00nTr-t-T thl Di Allr- /iTr7cd AC thintrA=r) nhi Di Ahll nnAlQTDHr%T r%nAlPD= f%HOO Dr -O r1TV fW C-fWTAhIA (z7n mf) 1 nn 'K (.q " rt ipp F-A a 0 a 2 N89 -28'61"i 1 j'0- IYO' CURVE DATA 0 A R L T 8905823" 35.00` 54.96' 34.98' i 90101 $ 3.7 35.00' 54.99 35.02 89"59 36 30. 00' 4 7.12' I- 30. N sA i -i nn U) CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A CITY OF FONTANA, CALIFORNIA 0 SAINCUT AND REMOVE EXISTING AC PAWNG SHOULD CONSTRUCTION OF THE CIR "OVENEM7 PLAHS SAIINCUT AND REMOVE EXIS77NG PCC CURB & GUTTER REQUIRED IMPROVEMENTS NOT 0 H Lr u -u COMMENCE WITHIN TWO YEARS 00 --.0 SCALE: OF THE DATE OF APPROVAL Huitt-Zollars, Inc. Ontario DRAWN BY: P.M. NO. 18264 - SIERRA BUSINESS PARK BASIS OF BEARING BENCHMARK ELEV. 1077.40 NO. 33366 SHOWN HEREON AND CARRIED 1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400 H -Z STAFF AS SHOWN LOCAMON: FORTH IN A DILIGENT MANNER, 0. EXPIRAWN %SLOVER AVENUE 0. DESIGNED BY: DATE: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE THE CITY ENGINEER MAY REQUIRE 6-30-2006 -FROM 108011 WEST OF PRODUCTION AVENUE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN CHISELED BOX IN EASTERLY TOP OF CURB %FIWR) to BERNARDINO GPS STA REVISIONS TO THE PLANS TO M.H.M. Td 565F wsliL--v- MARIND AVENUE 3-2005 0 clvl\� APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DAM ,,OF TA 0 TION 20377 FILED IN BOOK 004-015 PACE 001548 ON TAMARIND AVE., 60 SOUTH OF TAMARIND CT., FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS BRING THEM INTO CONFORMANCE 500' SOUTH OF SLOVER -AVENUE. AV CHECKED BY: PPR DWG. 'NO.: 12 STA11ON 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE dw - t OF SAID COUNTY SURVEYOR. AREVISED PLANS DUE TO PROJECT COORDINATION 9105 M.H.M. WITH STANDARDS IN EFFECT. OF CNV 33366 6- 30- 06 H.M. 3789 L) M. NO. RE\ASION DESCRIPTION DATE ENGR. CITY DATE CIfV ENGINEZ17 R.C.E. 51152 DATE: 19 0 CURVE DATA 0 A R L T A 180000'00" 2.00' 6.28 - 8 35*5934" 100.00' 62.82' 32.49 C 160*09 2 02 3.00' 8.39' 1 7.1 5' D 180*00'00" 2. 00 6.28 - E 35059 2 34 " 10.00" 6.28 3.25 F 89*55'06" 30. 00' 47.08' 29.96 G 89-59 0 36 " 30.00 11 4712' 30. 0 a 0 a 2 N89 -28'61"i 1 j'0- IYO' CURVE DATA 0 A R L T 8905823" 35.00` 54.96' 34.98' i 90101 $ 3.7 35.00' 54.99 35.02 89"59 36 30. 00' 4 7.12' I- 30. N sA i -i nn U) CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A CITY OF FONTANA, CALIFORNIA 0 SAINCUT AND REMOVE EXISTING AC PAWNG SHOULD CONSTRUCTION OF THE CIR "OVENEM7 PLAHS SAIINCUT AND REMOVE EXIS77NG PCC CURB & GUTTER REQUIRED IMPROVEMENTS NOT 0 H Lr u -u COMMENCE WITHIN TWO YEARS 00 --.0 SCALE: OF THE DATE OF APPROVAL Huitt-Zollars, Inc. Ontario DRAWN BY: P.M. NO. 18264 - SIERRA BUSINESS PARK BASIS OF BEARING BENCHMARK ELEV. 1077.40 NO. 33366 SHOWN HEREON AND CARRIED 1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400 H -Z STAFF AS SHOWN LOCAMON: FORTH IN A DILIGENT MANNER, 0. EXPIRAWN %SLOVER AVENUE 0. DESIGNED BY: DATE: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE THE CITY ENGINEER MAY REQUIRE 6-30-2006 -FROM 108011 WEST OF PRODUCTION AVENUE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN CHISELED BOX IN EASTERLY TOP OF CURB %FIWR) to BERNARDINO GPS STA REVISIONS TO THE PLANS TO M.H.M. Td 565F wsliL--v- MARIND AVENUE 3-2005 0 clvl\� APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DAM ,,OF TA 0 TION 20377 FILED IN BOOK 004-015 PACE 001548 ON TAMARIND AVE., 60 SOUTH OF TAMARIND CT., FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS BRING THEM INTO CONFORMANCE 500' SOUTH OF SLOVER -AVENUE. AV CHECKED BY: PPR DWG. 'NO.: 12 STA11ON 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE dw - t OF SAID COUNTY SURVEYOR. AREVISED PLANS DUE TO PROJECT COORDINATION 9105 M.H.M. WITH STANDARDS IN EFFECT. OF CNV 33366 6- 30- 06 H.M. 3789 L) M. NO. RE\ASION DESCRIPTION DATE ENGR. CITY DATE CIfV ENGINEZ17 R.C.E. 51152 DATE: 19 0