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900y_rwA•VVQ REF NO DESCRIPTION REF NO DESCRIPTION 138 2' BRASS CAP IN IP STA 8+00 NL & TIN, FLUSH MKD 'T3SR5E 14/13 LS E. 10,012.80 4311, FLUSH N. 12,000.33 E. 10,014.08 EL. 1085.94 " N. 12,200.33 EL. 1085.11 STA 9+00 NL & TIN, FLUSH E. 10,013.44 303 2' IP W/ALUMINUM DISK N. 12,100.33 UP 0.1' EL. 1085.28 E. 10,009.77 N. 11,526.40 STA 10+00 NL & TIN, FLUSH EL. 1086.34 E. 10,014.08 N. 12,200.33 806 2X2' HUB, FLUSH EL. 1085,09 E. 9,352.78 N. 12,184.59 STA 11+00 NL & TIN, FLUSH EL. 1066.89 E. 10,012 N. 12,300 807 2' IP W/ALUMINUM DISK EL. 1087.24 DN. 0.1' E. 9,352.31 STA 12+00 NL & TIN, FLUSH N. 11,513.56 E. 10,010 EL. 1066.55 N. 12,400 2X2' HUB W/NAIL, FLUSH EL. 1089.03 808 E. 9,666 N. 11,837 STA 2+OOA NL & TIN, FLUSH EL. 1076.59 E. 9,214.31 N. 12J81.30 BM 190 1' IP W/RIV CO SUR EL. 1062.55 PLAS PLUG, FLUSH E. 10,048 STA 3+OOA NL & TIN, FLUSH N. 12,233 E. 9,314.28 EL. 1087.08 N. 12,183.68 EL. 1065.74 BM 2 90 1' IP W/RIV CO SUR PLAS PLUG STA 4+OOA NL & TIN, FLUSH E. 9,449 E. 9,414.25 N. 12,217 N. 12,186.05 EL. 1069.98 EL. 1068.33 STA 2+00 NL & TIN, FLUSH STA 5+OOA NL & TIN, FLUSH E. 10,008.96 E. 9,514.22 N. 11,400.34 N. 12,188.43 EL. 1089.19 EL. 1071.08 STA 3+00 NL & TIN, FLUSH STA 6+OOA NL & TIN, FLUSH E. 10,009.60 E. 9,614.19 N. 11,500.34 N. 12,190.81 EL. 1088.55 EL. 1074.54 STA 4+00 NL & TIN, FLUSH STA 7+OOA NL & TIN, FLUSH E. 10,010.24 E. 9;714.17 N. 11,600.34 N. 12,193.19 EL. 1087.19 EL. 1077.23 STA 5+00 NL & TIN, FLUSH STA 8+OOA NL & TIN, FLUSH E. 10,010.88 E. 9,814.14 N. 11, 700.34 N. 12,195.57 EL. 1086.75 EL. 1080.15 STA 6+00 NL & TIN, FLUSH STA 9+OOA NL & TIN, FLUSH E. 10,011.52 E. 9,914.11 N. 11,800.33 N. 12,197.95 EL. 1087.35 EL. 1083.82 STA 7+00 NL & TIN, FLUSH E. 10,012.16 N. 11,900.33 EL. 1086.79 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RIVERSIDE, CALIFORNIA I A R E A N D E R � O © © �o 0 N S T U C 1 N o � _ 7 6�.0 720 4� � 77,0 64.6 662 67J 75B I o O 7 ISTA NU Is 64M - � - - - 2+OOA9TH - A 3+00- - - - '- - - o / o 5 Iob / / o O 0 � � Q 613lo 55 ° - 0 o O o e, / G / Q 657 ! o 7Q4 _ d e a o I I o I I� 0 I v - � 88BSTA 12+0 892 86-50 I a �-J I '0,90 STA 11+001- I I a a i i 0 I 5 O 79.3 81 o 13 o / \ 0 STA 10+00 IST A 9+ ° I 855 I/ O 92 0 IT 0 0 o I O b � - il STA AI I N r� I D O IST 7100 1 I �o I I 0 r! ! TA 6+Od � 2® 5 -- I 11 0 ° I 0� 732II 8B � 0 - 5 2 ! Ii o - - _ O 766 8 2 Is / f i I I 810.7 R II 7 s m ` / !n 711bl � 1 �j� ® 0 !! TA 4+001 / O ©o / rJ 0/ /<D Qo 4/ o 7 0 STA 3 00 � /0 �► III � ono 0 O © 0 I II 0 0 0 ! o 0 0 � ! OI o O o -/ 0 ° I` I I 0 Il � I ° /070 =1 0 ! DIGITAL MAP SCALE = 1' =50' PHOTOGRAMMETRIC ANALYSIS & CARTOGRAPHIC DESIGN BY RIVERSIDE COUNTY 9 50 leo 150 200 250 FEET FLOOD CONTROL & WATER CONSERVATION DISTRICT. COMPILATION OF THIS MAP AND INTERPOLATION OF I FT. CONTOURS ARE BASED ON DIGITAL DATA THAT IS CONTOUR INTERVAL 1 FOOT CAPTURED ON A 5 FT. GRID SPACING OF ELEVATIONS. SURVEY DATA AND 250 FT. DATUM IS MEAN SEA LEVEL COORDINATE GRID ARE BASED ON THE CALIF. STATE PLANE SYSTEM (ZONE VI) VERTICAL DATE IS BASED ON THE U.S. NATIONAL OCEANIC SURVEY SYSTEM OF THE UNITEC STATES NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION. DATE OF PHOTOGRAPHY 06/19/90 GROUND CONTROL BY RIVERSIDE COUNTY SURVEYOR IS Al2+00 I o I I � o III � 0 0 o � I E- 10,000 CATHEDRAL CITY YARD POR. OF SECTION 14 T3S R5E N- 12250 N- 12,000 N- 0,750 N- 0,500 E 2 R REF NO DESCRIPTION 138 2' BRASS CAP IN IP 7V MKD 'T3SR5E 14/13 LS 4311, FLUSH E. 10,014.08 N. 12,200.33 EL. 1085.11 303 2' IP W/ALUMINUM DISK Vk UP 0.1' y E. 10,009.77 ��i�� N. 11,526.40 ^� - MA -fit - EL. 1086.34 806 2X2' HUB, FLUSH - E. 9,352.78 r N. 12.184.59 j0RC;INA _ l,Rl ARL cA t EL. 1066.89 807 ANE 2' IP W/ALUMINUM DISK VFR- -AL DATE I� �AS,ED ON DN. 0.i' NA-'JtiA�EM E. 9,352.31 ''T`' NAT hA_ N. 11,513.56 ^"JL "M r EL. 1066.55 2X2' HUB W/NAIL, FLUSH 808 E. 9,666 N. 11,837 EL. 1076.59 BM 190 " IP W/RIV CO SUR PLAS PLUG, FLUSH E. 10,048 N. 12,233 EL. 1087.08 BM 2 90 i' IP W/RIV GO SUR PLAS PLUG E. 9,449 N. 12,217 EL. 1069.98 STA 2+00 NL & TIN, FLUSH E. 10,008.96 N. 11,400.34 EL. 1089.19 STA 3+00 NL & TIN, FLUSH E. 10,009.60 N. 11,500.34 EL. 1088.55 STA 4+00 NL & TIN, FLUSH E. 10,010.24 N. 11,600.34 EL. 1087.19 STA 5+00 NL & TIN, FLUSH E. 10.010.88 N. 11,700.34 EL. 1086.75 STA 6+00 NL & TIN, FLUSH E. 10,011.52 N. 11,800.33 EL. 1087.35 STA 7+00 NL & TIN, FLUSH E. 10,012.16 N. 11,900.33 EL. 1086.79 RIVERSIDE COUNTY T NSPOP-rAT ` �,� �1� �TG�� T r, 'v -P°SIDE, CAL 1= �-:�NlA REF NO DESCRIPTION STA 8+00 NL & TIN, FLUSH ' E. 10,012.80 - N. 12,000.33 A R E 4 N D E R EL. 1085.94 - STA 9+00 NL & TIN, FLUSH E. 10,013.44 t _ N 12,100.33 EL. 1085.28 STA 10}00 NL & TIN, FLUSH o E. 10,014.08 14 N. 12,200.33 EL. 1085.09 C C? N S T_ N � TA 11+00 NL & TIN, FLUSH BU -52 0 4 r r Ily 4` b _ , I 1 E. 0,0 2 N. 12,300 I - EL. 1087.24806 --- +OD STA 12+00 NL & TIN, FLUSH Y - - ST�1 4+OOA STA 5 1�0A /aV�lllr +'' �-- + 7 STA 8+s� A+7n� { E. 10,010 2+ooA -_= 9TH-�a 3+ooa -- : - N. 12.400 EL. 1089.03 o65 STA , STA 2+OOA NL & TIN, FLUSH E. 9.214.31 - N. 12,181.30 EL. 1062.55 - - STA 3+OOA NL & TIN, FLUSH E. 9.314.28 � N 12183.68 EL. 1065.74 STA 4+OOA NL & TIN FLUSH iqs s E 9,414.25 , y O N. 12,186.05 EL. 1068.33 _�--- -- - o� 65.7 'G.4 STA 5+OOA NL & TIN, FLUSH - E. 9,514.22 - t o N. 12,188.43 ` 657 �_ SQ EL. 1071.08 �J J STA 6+OOA NL & TIN, FLUSH I -- E. 9,614.19 \� N. 12,190.81 - 0 - - -- EL. 1074.54 STA 7+OOA NL & TIN, FLUSH ~ E. 9.714.17 N. 12,193.19. EL. 1077.23 STA 8+OOA NL & TIN, FLUSH _ Q E. 9,814.14 N. 12,195.57 ` --- _ Y- - EL. 1080.15 ao$ STA 9+OOA NL & TIN, FLUSH - - E. 9,914.11 --- - - N. 12,197.95 EL. 1083.82 5 t l06 -� 1 � I x X 900.0y Pi. ,. e 7V �, Vk y L C ��i�� "�' - ^� - MA -fit - 'NLH' - r j0RC;INA _ l,Rl ARL cA t V.N ,r -A F • '' ANE S� 'EV ,L ONE v VFR- -AL DATE I� �AS,ED ON F _. NA-'JtiA�EM r ''T`' NAT hA_ ^"JL "M r MN'cT"A TTN. x X 900.0y Pi. ,. e