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HomeMy WebLinkAbout2747-18Sc4�F 4o . ?' o k 4 --1 21 4 A 3 ro � �� nN 19 + 17 20 A> Nva, n� 21 2 21 /off �v 21 co 10 "�hN Ch r N k: U 55G 05 L F A� n 15 11 1 9� '9 2 GL 1G 1G+Gq,77 cl IP V m 1210+00.00 c ,s 310 IC (, DELTA/BEARING 21 O TANGENT 9 Q 9 d� dew 282.92 147.67 a Q 87037'23" 2 68.82 43.17 --1 21 4 A 3 ro � �� nN 19 + 17 20 A> Nva, n� 21 2 21 /off �v 21 co 10 "�hN Ch r N k: U 55G 05 L F A� n 15 11 1 9� '9 2 GL 1G 1G+Gq,77 cl IP V m 1210+00.00 c ,s 310 IC (, DELTA/BEARING RADIUS LEN./DIST. TANGENT 40031'33" 400.00 282.92 147.67 SEE SHEET NO. 21 Q 87037'23" 45.00 68.82 43.17 5 51� F Q 40°31'33" 420.00 297.07 155.05 40031'33" 380.00 268.78 140.29 Q 87037'23" 25.00 38.23 23.98 Q 25015'52" 57.00 25.13 12.77 Q 137°43'38" 58.00 139.42 150.03 26041'14" 57.00 26.55 13.52 89059'12" 25.00 39.26 24.99 90000'48" 1 25.00 39.28 1 25.01 --1 21 4 A 3 ro � �� nN 19 + 17 20 A> Nva, n� 21 2 21 /off �v 21 co 10 "�hN Ch r N k: U 55G 05 L F A� n 15 11 1 9� '9 2 GL 1G 1G+Gq,77 cl IP V m 1210+00.00 c ,s 310 IC 21 FLYING ARROW : LANE 2' ��� �`' «� N U' a ra � � titi {��. N 518 532 743 hti� ��� 518161 �v � 532.24 TO. P R hti 1 C CON5TRUGTION NOTE5= �o^ �"� 2d. 2 532866 Tc. P $M .o ti4'G 2.5' 2.5' Std a 7 f� RE ORlD DRAWING �� � � i � � O1 CON5TRUCT 4' AG PAVEMENT CMINO OVER 4' GOMPACTED NATIVE MATERIAL Q(,/ C5EE GENERAL NOTE 27 + 28) /F%cJ THS:_E Ff Oi4AV 1NGS HAT- BF71-NPREPARED, IN No. 621 rn' PAR, r `r , f ,;- Ifni OP}fATOFt CXA"�PI� ct� A1+f0 p,P O4 GON5TRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 5� Slur fAM �,� FUflIMSH 0 FI,mnS.THE ENGINEX71WILLNOT BE * Exp'--�- f �. CATCH BASIN NO. 20 Na Nf : RE �PONv? 17 FOR ANY ERRORS OR ONSSIO�J� Y0410H C V1L 10 CON5TRUGT 4' CONCRETE 5IDEWALK PER GITY 5TD. DWG. NO. 105A, W=PER PLAN 19 HAVE OEEN INOORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. � � �° NOT TO SCALE Z 13 INSTALL STREET LIGHT. CSCE #7J 5,800 LUMEN _ SEE SHT. NO. 17 z 14 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN. CL BENCH MARK: ca�TRaNS BASIS OF BEARINGS: w 15 ADJUST MANHOLE OR VALVE COVER TO GRADE. _ w BRASS CAP IN C NC ETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FCALIF0RNIA Q �J IS THE SOUTH LINE OF THE NORTHEAST F- 21 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN. OWER LEG, 343 0 HIGHLAND QUARTER OF SECTION 26 TOWNSHIP 1 N AVE. 0.20 MI Wy SAN SEVAYNE RD. x.65 MI. W ALONG NORTH RANGE 6 WEST SAN BERNARDINO PUBLIC I D R K S DEPARTMENT HIGHLAND AVL., FROM SIERRA AVE. MERIDIAN SHOWN ASN 88 37'36' W ON J A MAP FILED IN BOOK 88 PAGES 36 J PLANS PREPARED FOR: � � ELEVATION: 1428.6090 RECORDSS OF' SAN BERNAbDINOSCOUNTY. DRAWN BY: SCALE: PREPARED IN THE OFFICE OF S.C. TRACT NO. 15839 w MADOLE AND ASSOCIATES INC. QPOFESSIO,yq KAUFMAN & BROAD QFC MZLTO/y �F DESIGNED: STREET IMPROVEMENT PLANS As SHOWN I OF THE INLAND EMPIRE �� "�� ATTN: FSR. TIM .ZONES 10601 CHURCH STREET STE . 107 � �� o���, M.C.A. M 801 CORPORATE CENTER DR. RANCHO CUCAMONGA, CA 91730 ¢ q No. 14814 �m CHECKED: FLYING API+OW LANE DATE: 00 SUITE 201 PHONE (909) 948-1311 Exp: 3-31-01 M.B. Lo POMONA, CA. 91768-2641 JOB NO. DWG. NO. SHEET NO. PHONE: (909) 802-1100 ZZ -99 sT9rF �zvz�-oQ�ti��-vr/ z ENGR'S CITY �F CAI.ZF 126-964 APPROVED l y 2747 1 goF2 � REVISIONS APPROVAL DATE APPROVAL DATE M..MADOLE R.C.E.14814 DATE SAM CITY ENGINEER R.C.E. 25126 F - "F" STREET - 14 [0, 147] PF: 15839 630 20 -Oct -99 12:23 PM / 126-964-1 DWG. DATE: O � X(DtK titi V� CATCH BASIN NO. 18 NOT TO SCALE SEE SHEET NO. 21 c/. C.i0+g2'S1 a W_11 5 51� F �lb, h� � I 21 FLYING ARROW : LANE 2' ��� �`' «� N U' a ra � � titi {��. N 518 532 743 hti� ��� 518161 �v � 532.24 TO. P R hti 1 C CON5TRUGTION NOTE5= �o^ �"� 2d. 2 532866 Tc. P $M .o ti4'G 2.5' 2.5' Std a 7 f� RE ORlD DRAWING �� � � i � � O1 CON5TRUCT 4' AG PAVEMENT CMINO OVER 4' GOMPACTED NATIVE MATERIAL Q(,/ C5EE GENERAL NOTE 27 + 28) /F%cJ THS:_E Ff Oi4AV 1NGS HAT- BF71-NPREPARED, IN No. 621 rn' PAR, r `r , f ,;- Ifni OP}fATOFt CXA"�PI� ct� A1+f0 p,P O4 GON5TRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 5� Slur fAM �,� FUflIMSH 0 FI,mnS.THE ENGINEX71WILLNOT BE * Exp'--�- f �. CATCH BASIN NO. 20 Na Nf : RE �PONv? 17 FOR ANY ERRORS OR ONSSIO�J� Y0410H C V1L 10 CON5TRUGT 4' CONCRETE 5IDEWALK PER GITY 5TD. DWG. NO. 105A, W=PER PLAN 19 HAVE OEEN INOORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. � � �° NOT TO SCALE Z 13 INSTALL STREET LIGHT. CSCE #7J 5,800 LUMEN _ SEE SHT. NO. 17 z 14 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN. CL BENCH MARK: ca�TRaNS BASIS OF BEARINGS: w 15 ADJUST MANHOLE OR VALVE COVER TO GRADE. _ w BRASS CAP IN C NC ETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FCALIF0RNIA Q �J IS THE SOUTH LINE OF THE NORTHEAST F- 21 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN. OWER LEG, 343 0 HIGHLAND QUARTER OF SECTION 26 TOWNSHIP 1 N AVE. 0.20 MI Wy SAN SEVAYNE RD. x.65 MI. W ALONG NORTH RANGE 6 WEST SAN BERNARDINO PUBLIC I D R K S DEPARTMENT HIGHLAND AVL., FROM SIERRA AVE. MERIDIAN SHOWN ASN 88 37'36' W ON J A MAP FILED IN BOOK 88 PAGES 36 J PLANS PREPARED FOR: � � ELEVATION: 1428.6090 RECORDSS OF' SAN BERNAbDINOSCOUNTY. DRAWN BY: SCALE: PREPARED IN THE OFFICE OF S.C. TRACT NO. 15839 w MADOLE AND ASSOCIATES INC. QPOFESSIO,yq KAUFMAN & BROAD QFC MZLTO/y �F DESIGNED: STREET IMPROVEMENT PLANS As SHOWN I OF THE INLAND EMPIRE �� "�� ATTN: FSR. TIM .ZONES 10601 CHURCH STREET STE . 107 � �� o���, M.C.A. M 801 CORPORATE CENTER DR. RANCHO CUCAMONGA, CA 91730 ¢ q No. 14814 �m CHECKED: FLYING API+OW LANE DATE: 00 SUITE 201 PHONE (909) 948-1311 Exp: 3-31-01 M.B. Lo POMONA, CA. 91768-2641 JOB NO. DWG. NO. SHEET NO. PHONE: (909) 802-1100 ZZ -99 sT9rF �zvz�-oQ�ti��-vr/ z ENGR'S CITY �F CAI.ZF 126-964 APPROVED l y 2747 1 goF2 � REVISIONS APPROVAL DATE APPROVAL DATE M..MADOLE R.C.E.14814 DATE SAM CITY ENGINEER R.C.E. 25126 F - "F" STREET - 14 [0, 147] PF: 15839 630 20 -Oct -99 12:23 PM / 126-964-1 DWG. DATE: