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U 0 <br /> W U U <br /> M <br /> 0] W <br /> O O M Op 00p OOp � � <br /> J r7 (O (3) O In a) <br /> O <br /> O O O O + + + N Q <br /> T z <br /> (n M N W N W (n W (n W (n W (n W (n W <br /> 17.33TW <br /> 12.00TF <br /> w m <br /> . 0 0 <br /> CD0 L o <br /> Oq N lf� N <br /> PA C IFIAVENUE <br /> Q � QM <br /> r L=101.66' H=5.33' N r <br /> n <br /> U) 9 R <br /> EO � <br /> Qao <br /> �,� 13.SFG 13.6 > 13 13.8FG y% <br /> q� G 14.4FG ROH— - - 1,: 7F <br /> I 0 <br /> � r 14.5FG 13.9FG <br /> D <br /> o in <br /> - - 00 <br /> U _j 0.7% o o o 0 1.2% ��CF m 0.5% U � <br /> 0 <br /> NIS I WU\ �� �U\I UJ cNpN <br /> I—Hm NN HHO]I HLA <br /> tri cocoa �trn 0000 LO LO 14.3FG <br /> 00 `�0? 00 n 00 I�N 7 <br /> 440 �0 13.7FG \ <br /> NOTE: ALL STATIONS SHOWN <br /> HEREON ARE TO THE -CF <br /> STA.10+64.38, BC 14.1 OTC CENTER OF WALL 13.50TC +31.49, EC <br /> END WALL <br /> 17.33TW, 12.00TF 13.60FL 13.00FL END W <br /> M N 0 17.33TW, 12.00TF <br /> ILL <br /> WALL TABLE LINE DATA TABLE + <br /> II I <br /> LENGTH (FT.) (H) TW TO TF ONO. BEARING DISTANCE <br /> — — AREA (S.F.) <br /> 14.53T PED A N73'43'46"E 64.38' <br /> 231.49 1,235 <br /> 10.85B/PED B N16'16'14"W 101.66' <br /> N Q <br /> d 3 n av i CURVE DATA TABLE <br /> $ W <= <=NQ I <br /> = ONO. DELTA RADIUS LENGTH <br /> T 4/ <br /> ° ® 14.45T PED C 90'00'00" 21.33' 33.51' <br /> J R 10.85B/PED D 90'00'00" 20.33' 31.94' <br /> — — — — — van — — — — — <br /> ° I / <br /> 10� I <br /> o <br /> "P / <br /> FID-1 < / < Q CF <br /> I / I 14.36T PED <br /> =J <br /> =J <br /> ❑IU <br /> 0 00° 10.858/PED <br /> Q Q o p o <br /> 00 <br /> 7• L 5, <br /> III (a <br /> J $" <br /> 77 1 <br /> 14.28T PED <br /> <= <= 13.78TC <br /> => � I 10.85B/PED <br /> 0 - - <br /> L 00 0 z <br /> asi � 000 /dols <br /> - - - - - - -vor� - - - - - - 13.72TC DETAIL "A" <br /> ^�� 13.22TOG PROJECT NORTH TRUE NORTH <br /> SITE WALL PLAN AND PROFILE 0 5 10 20 30 <br /> o� .'I,))00 REFERENCE: SHEET C5 <br /> REFER TO SITE WALL PLAN - 03 N N STA.10+00.00 GRAPHIC SCALE <br /> AND PROFILE DETAIL "A'/C15 z BEGIN WALL 14.2FG °°°° <br /> Q� 17.33TW, 12.00TIF °o°o <br /> °° SCALE: 1"=10' <br /> N m ° ° <br /> °°o° <br /> PROJECT NORTH TRUE NORTH <br /> WALL SECTION INDEX MAP <br /> SCALE: 1"=40' u <br /> z <br /> z <br /> g REVISIONS GHA PROJECT N0. 190955 CIVIL ENGINEER: of L IN -N -OUT BURGER SITE WALL PLAN AND z <br /> DEVELOPER: ( Underground Service Alert 0 \ MSL �oQR L °j�� W <br /> IN-N-OUT BURGER A���EFOR�E yoGo Call: Toll Free Q J ENGINEERING, INC. ��� � S `{""'°G,2 �� Ln <br /> 13502 HAMBURGER LANE �P CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT G m SHERWOOD MALL PROFILE <br /> BALDWIN PARK, CA 91706 301 NORTH SAN DIMAS AVENUE SAN DIMAS CA. 91773 � No. 38382/ Architecture/Development 5202 PACIFIC AVENUE <br /> INmNoOUT CONTACT: CASSIE YEE , 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 N <br /> ®'�a TWO WORKING DAYS Suite 300 ��9 C/V►` �,� STOCKTON , CA 95207 0 <br /> PHONE: (626) 813-8226 BEFORE YOU DIG 0 Dallas Texas 75254 N <br /> Ph: (972) 239-8884 Naj-9 �zo,0 , ? 10-28-2020 T� °F CA��FO� clu <br /> rn <br /> Fax: (972) 239-5054 MARK S. LAMOUR UX R.C.E. 38382 DATE N <br /> 0 <br /> JN 19040-19040 C15swpp <br />