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HomeMy WebLinkAboutT283 1051.fi x 1054.6 0 X 1057.0 6TH x 105s.9 x 1057.2 x 1056.7 STE X 1058.E 1 O ..._.._.--,..P _, _ _-._ _� ._ __ �.. ._. _ O OPP ' OPP� R' LO (00x x x I { u0 00 x 104 .2 X 5.0 z x x x X 1050.9 X X105 X 1049.0 X 1048.5 I X 1052.3 X 1058.8 X 1050.7 l X ta48.8 II ( I I X 1059.3 x ` X 1053.1 X 10 4.3 x I II I I x x A DE Y 1047.0 1048 x % X 1 .4 x 1047.0 � I X 1048.8 ' t X 10 1. I �Q x pp X 1047.0 I x t . I� I « � ' Lei I f � SCALE 1 1 a X 1045.0 I 100 0 100 00 I x � � 10ORCHARDI � x 1051.0 X 1047.0 ` I x 1054.0 7 ORCHARD CONTOUR INTERVAL 2 FOOT OPP ORCHARD I x 1054.0 X 1044.0 } X ;0 ` I 1Q 0 R I 4% Q 0 X 103.0 k II I a0 X 1044.0 I I OM� 1043. ,. OPP I I I � I 1 , ` OPP X 1043.0 I � , x 1043.0 4 I I rix 104 ' � --•--- ,._.. ^ ,. '� ,_,-.- .---- .. -- 7 3 72 �I I I X , ` i x � � °�.,� -- / ,:1050 f2 , . z z 7 4 I �_x I t, �-•� .........Aw� I x x x FxW{ ' X 1042.0 j X 1048.0 284 I I� Z fl 1 1 �� X 1048.0 I i t j x X 1047.0 t I I x x �� 3292 2 9 ► X 1 4 __� x ` " 1 L I l x Off` r 0x X 1039.0 x x- 0x SHEET LOCATION X 1046.0 X 1044. II x x X 1039.0 x _x_x r x �` LO r- x 1045.0 °° I I I x "�.,,, X 1039.0 / X 1047.0 VO x I I x x { ! OMH x 1043. L� x X-X c� I X 1039.0 -' A ,I_ x x . x 1042. i X 1036.0 x - x X 1037.0 x x x X 1043.0 i x � 1 XI� 1042. �► I x I x / X 1037.0 j I 10Q I x 1035.0 -- x f/ �Q x 1038.0 STREET x 1039.0 x 1040.0 1 � X 1035.0 I •x x 1 X 1037.0 ORCH ` X 1034.0 I Q X 1035.0 I 0 x X 1033.0 I 00 I z I X 35.0 x 1030.0 .� I O HARD � I I X 1035. I X 1033.0 _' 1030 01. x 1030.0 x x 10 8.0 x 1031.0 I NO X 1033.0 I x I x101yQ x 1037.0 I OR ARIA _x x I X 1029.0 X 1026.0 " X 1029.0 � 0 HARD 0 x n 0 E6681000 E6681500 E6682000 E6682500 E6683000 E6683500 E6684000 LEGEND NOTE: _4 A------- ONH MANHOLE DRIVEWAY BRIDGE THIS MAP WAS COMPILED BY PHOTOGI�A E IC CONTROL POINT -.�..-__....,......._ SIDEWALK l r ,� FIRE HYDRANT METHODS USING PHOTOGRAPHY DATED 10/01/87 X '249.6 SPOT ELEVATION PAVED ROADS :::: CULVERT 13:( I.�._....._, OY VALVE INDEX CONTOUR I j PARKING / CONC SLAB - CREEK / POND / RESERVOIR NOTE: T' DIRT �/ GRAVEL ROADS ; * ° MARSH BOUNDARY OS SIGN 3187 Red Hill, Avenue, Suite 260 Surveyors AIRBORNE 8X INC. � Associates Engineers 3187 R INTERMEDIATE CONTOUR _ * . ® HORIZONTAL POSITIONS WERE SURVEYED BY GPS OP POST Costa Mesa, California 92626 Planners 1891 Hetmor Lane, Anaheim, California. 928056701 . INDEX CONTOUR (OBSCURED BY FOLIAGE) x FENCE �•••� °- DITCH / DRAIN METHODS USING FIRST AND SECOND ORDER CONTROLS. 714/751--7373 714/6345002 ^- OPP POWER POLE ALL GEODETIC POSITIONS WERE CONVERTED TO -. -- ^-. INTERMEDIATE CONTOUR (OBSCURED BY FOLIAGE) .._-A RETAINING WALL ®CB CATCH BASIN OTP TELEPHONE POLE CALIFORNIA COORDINATE SYSTEM ZONE 5, ON DEPRESSION CONTOUR TREE LINE TOWERS (ELECTRIC) - - LIGHT POLE NAD83. TU [juuKAPHI MAPS BUILDING 0 TREES (INDIVIDUAL) � � Q STORAGE TANKS (ROUND) TRAFFIC SIGNAL VERTICAL CONTROLS WERE BASED ON FIRST ORDER TANK BM No.700--22 AND No.700--35 CITY OF CITY OF RANCHO CUCAMONGA CHECKED BY SHEET PATIO COVERS RAILROAD TRACKS STORAGE TANKS (OTHERS) BILLBOARD RANCHO CUCAMONGA. DATA/P/�Oq 40'9 G LS NO. 5;;5712.93