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HomeMy WebLinkAbout1626-7MENNEEN CURVE DATA 26+00 27+00 A 28+00 29+00 30+00 - 31+00 32+00 33+00 34+00 35+00 ALL 4 "A" COMMUNITY W PER L\P\D DWG LC- 7 N 2' SQ PILASTERS PER VINE WEILS 15'0\C CONC. HEADERS AT BASE OF WALL �, % �h O Q L\P\D DWG LC- 7 PER L\P\D DWG' LC -7 �0 �' Q COMMU PER L\P\D DWG LC 7 x'K \No� o��� �' Sp p� PRR IWTY w OO h 1V � \P\D PILASTER PER L \P\D DW �� •�q., Q DWG LC^7 G LC..7 1 � ��NE IN �, OAO P Ei�s CO ill 4P �` N L00 P R �0 ER \P �5 0 \ C PER HEAD � LIN C� �- .� h \D DwG ER \ p\D ERS AT Bq y� DWG LC.. SE OF �yq� �h �° C, V /Y /I 41.90 , S• 1.40 `f 478.06' N / f ' 10, �a c� . , ,29, onsn � �..� � / - 2T Y14– 17 9 2 2 CONSTRUCTION NOTES. - (D OTES: 0 (CONST. 8" CURB & GUTTER PER STD. N0. 101 O2 CONST. 8" TO 6" CURB & GUTTER O CONST. CONC. SIDEWALK PER STD. NO. 105—A 0 @)ICONST. 4" A.C. OVER 12" COMPACTED NATIVE © CONST. WHEEL CHAIR RAMP PER STD. NO. 104—A 0 0 (�—� 91500 HPS STREET LIGHT Al rl a a: 35.72 ,q' 58 0, /-E b ,9 �o h, �p ,yrly Enl . J�jr 54.9 '7" (�� � ��4'.9vJ � 82.57 �2S- g 1 ' _ N f N C8 ?,1' �C/�/Of3 .72 /1/65°2 'S7'�;" /�S'fID� h�' �mh >.5 2O� soo, h }. (2 2� ��) '30 , 2Ul 93 .32' I ( 2 ur 4 �9Z•� I /1/, 7002 5� E` �� 0 N 9 oo \A, ealljT w to ��D cow. �- NN to 18 l 95. 0. q h m 18' '' , ► I I I N (0 ° m � h x 96.00. A IV q 6 E LINCOLN L �, M E APq C OOP ROAD M N N w CON S7- T .SEE SHEET 14 � o D sem. TV TION CONC, HEADERS AT BASE OF WALL Siy� W,4 PER L\P\D DWGS LC -7 VINE WELLS 15'0\C QRpFESS�ON�: COMMUNITY WALL "A" PER L\P\D DWG LC- 7\� ,j3 >2 PER L\P\D DWG LC -7 2 SQ PILASTER PER �� l(�"1 s \��`�j O�� L\P\D DWG LC -7 � � o � � 0� 2' SQ PILASTERS PER � COMMENTS COMMUNITY WALL_ "A" , `�e 26229P L\P\D DWG LC -7 VINE WELLS 15 0\C / dp SOUTH CURB _E CONSTITUTION WAY PER L\P\D DWG LC -7 ?` Exp, 3 - _ PER L\P\D DWG LC 7 /�f Y p / 0 DELTA RADIUS LENGTH TANGENT A 4@04'07" 982' 69.73' 34.88' B 6015'03" 1000' 109.10' 54.60' C.L.•B.C. C.L. INT. C 3° 44-' 42" 1018' 66.54' 33.28' NORTH CURB D 3033'52" 980' 60.97' 30.49' SOUTH CURB E 6°10'25" 1000' 107,75' 53.93' C.L..C.L. INT. TO E.C. F 4° 14' 03" 1020' 75.38' . 37 , 71 ' NORTH CURB G 8° 4_6' 22" 480' 73 •08' 36.6/' SOUTH CURB H 13019'02" 500' 116.21' 58.37' C.L..B.C. TO E.C. I 90 33' o7" 520' 86.6-9' 43.4.5' NORTH CURB J 97009'56" 20' 33.92' 22.67' CURB RETURN . ANACAPA K 83°15'04" 20' 29.06' 17.77' CURB RETURN . ANACAPA AeR E C, 0 R D D F A W I N G The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMANI. INC,. is not responsible for underground facility location- ��r depiction;. All above ground facilities can be readily seen and verified by the pares that intend to use same, CONC, HEADERS AT BASE OF WALL kff,A�,, s Ctl/I%. PER L\P\D DWG LC-7OF CAl yY,q l'�jE \k_ Y - CITY 0 FONTANA, CALIFORNIA PUBLIC WORKS D DRAWN BY. STREET IMPROVEMENT PLANS SCALE: DT HORIZ.: I"= 40� DESIGNED 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESED B KW E. CONSTITUTION WAY -VERT.: 1"04' CIVIL ENGINEERING LAND PLANNING LAND SURVEYING `I'E� PRE�'AREO UNDER THE SUPERVISION OF: CHECKED BY STA, 26+00 TO E. LIBERTY PKWY. DA ADD L\P\D DATA PER DWG LC -7 1,VP J C H l?EV/SED C!1/18 RETUII�t/S g� 400 E.L�B.I�/OWN/NC. JC ZTB9 11 _,3 ' 8 8 JOB NO. A P P R OV E D �', ¢ /�, DR. NO. S H T. NO. N0. REVISIONS PPROVA DATE APPROVAL DATE OH C. HOGAN R.C.E. 26229 DATE 3801-020 INTERIM CITY ENGINEER R.C.E. 25126, 1�i2� 70F I9