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HomeMy WebLinkAbout1306-S • 4 4 + +- + -� I ENC MARK - . - } t t i L -i - t + � BENCH MARK NO. 96-B - - - � AT THE NWC OF HAVEN AVE. 6 19TH ST. , 4 4 FT. W. Ie HAVEN , 1 I - 6 83 FT. N. Ie 19TH ST. , SET 1 - - - - — DRIVE PIN w/C.S . TAG IN TOP - } �- - - - 1 AT THE E. 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Z. SAA0,6Z. ST ALL C00cZ.IC77NG 5TR/P/NG RE"OVL= OR RELOC4T,E A X/5'T7NG h ® � SIGNING S7lejpr�,,� MA�2ICFR.5 An2V S/GN5 AS NEEDED AZ t /SILL ALL LL'F��/QN5. `` MAV CHURCH ST. 3. TRArF/C 5TR//�//VG ANO MARK//VGS Td BE //V5TAi_l_&0 IPPR C/TY O ` V 'd QST 7.0 &*AW. � r 5TANOA/'T 7 go7 ANO Cl M1TF_^/T CALTRA/V5 TRArP/C MA"iJA L. Q I I 1/0 /3l1 /sti S,EE S/GN//VG ST/p/P/IVG 1'�L�'tN J`�R /W. /2623, ,O�YG• A10- /009,7 5HT 50,r,!57- 00 O S. Z f to � A I 4 i jv Ac 1 41 ov rQ IN Qj At Y• a - \ C�iNTZ14Z,./A/ srie/P,E- -. T� �� 4l 'SSE S c ti A% �4 �4 i � " 2 A3�/ DESCRIPTION of REVISION APP DATE ROVE CONSTRUCTION NOTES a N SEE &GVING 5TR/P/NG PLAN 1 2 CITY of RANCHO CUCAMONGA /� CHURCH ST. ;1 C A ,- ELIC AVENUE WEST' 2 Co�cCsr Cl/�B 1 t�iT�Y 2¢ IUTTE,e �Ee D'�7�� 5 ON���!/� 303. " I.1 A VENUE E S T 3a— eE�oyE E,r�sTi�G eoeeicoo� + p►iJG P (l.M. 0807 � ¢ o�EE,�%���� ,����� ,moo �����,�/��• 51G"' �E SIG N I N(3 STRIPING PLAN �.o��Mf-.ter_ -rpm Nom, ra �tX' L'Oy.�T LOG3GG OE��E.�.lue1, e.0-- S~����ry,s�Oos���vsi8 � CURVE DATA FROM TOWN CENTER DR. TO CHURCH ST. (o L'v�LC•� L0�.4G OE,O,PE.�4jOit/ G'.Cj�E NC'v �E,� C/7��.3TC O/Y�il/O •S� 0 DELTA RADIUS LENGTH TANGENT APPROVED BY _ ATE 7 /�LG�T�4GG ST,�EETL/�.�TS /lo GAO LU�7Eif/ Zv"s4"'v' sZ24O' /90�' 9� 29' GTY ENGINEER RCE No 2239 O shoo' /BZ 4i' 9Z 2.3' DESIGN: M OLE AND SOCIATES, INC. RECOMMENDED �.`�. W. OF SAN BERNARDINO COUNTY /739' 8d/7' CONSULTING CIVIL ENGINEERING IO /tiCST.�(LL STAT LST, 22,G>�'J LUtil Z2o-'�7'�Zr ¢.O�p' �,•f•�� 844' AND LAND PLANNING DRAWN: 549 N. Mountain Ave.,Sult• i os SHEET l� •/E'WW UPLAND PHON9(7`1)I 9� 2949 ¢ /91786 �F S 1tECKED: C/Ty _ RCE No �� pAA ING N O� �• C• DATE --fr FILE No /�-c s O(o'� BENCH MARK: G -ql 7 � r. .: BENCH MARK NO. 96-B -, AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 'T. W. HAVEN 83 FT. N. Q 19TH ST. , SET _ 0 • DRIVE PIN W/C.S. TAG IN TOP q , e�q 5 • c. . - AT THE E. END OF A HEAD WALL - FOR .3-24" CMP--ELEV. 1430.686 f y •� 7. it - , tl 44 I J1161f -- - - Z 10 - - - - - - - - - - IT -- - _ - - - - - - - -t - - - - - - a 9 A a J 41 A' ' - - tX157 06N4? --- — -- - N - - - - - -- - - ; Q } PROFILE HOR. 1"= 40' I11 T VERT. I =4@ 5 6 7 8 9 /O T 11 /2 13 /4 15 /6 F), I r rl �) c- - r 5rT 2°F � r F) ]MI , ��1 J� i 8 � `J � _p, J\/J, �, 1 Ora i:� -J i�� � � 2 rM � �jc�ST lM/'''�o% � �•/2g� �, � / °� yy 1 2 of -133�I /2 r./3 o,F o0 !S.Giy nti? 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' 3c. cc' N Q--COVS- z cr- 8"cis WW 24 GUMEr PER aTY 67V a� AV 0 E SC R I PT 10 N o f REVISION 8J°00 00 35.00 93./5 33. 2/' GATE PPROVf �—/CEMo VL d X/S T//VG dARR ' 4 mom ,�X1_977VG RE0K,00D HrADEJR AND 101N EXISMG PAVEMF�!T CITY of RANCHO CUCAMONGA 'moi � ` � �• � ���� p 32'06'3�j" 400.00� �j'8. 35' 2�. 23' � • c� _X. �� �� \ z �Z�� - Sa-//V5r^/_L TRAM/C STOP 6/GN PER C/T`/ STD. owG• No.got. k _ 3'2 3°j 778.oo f36. 02 223. `j0 „ con/STRucT NANO/CAP RAMP PSR C,T y STo owG. No. 3,0. ELM AVENUE WEST IN- �/ `�- �`� \� �� f 6'61' 00' 39,00' 58. 55' '.�. 77' - 08'6S" 35. b/••g0 ' 3/.co ' 12 CoNSTRUcT ,6AR/P/CAA /SER CIT)' STO Ow•G. No. a— SIGNING & STRIPING PLAN QQ171 �'¢ - _ '-N �� CHURCH 9T. 1 NORTHEASTERLY J . D ` ( A� � \ �C � TO SPRUCE AVE. , CF'M°989' APPROVED Y ATE 4 CG TY ENGINEER RCE.No 2 3J7 1 / \ _ .r fi N m ESIGN MAAitOASSOCIATES, INC. RECOMMENDED .. \ \ N� •� 3/+3 z-f-A Al Of SAN BERNARDINO COUNTY �l P�� 1f►.'YV CONSULTING CIVIL ENGINEERING yy N AND LAND PLANNING• SN'EE T C. 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