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HomeMy WebLinkAbout3269-475 74 �ev JJ �- 73 72 71 R/W > Iftft W31/N(RED) 9 N 167+00 ` � � 168+00 I N 169+00 5 W53 r- R/W w56 hi 5 ROSS WAY PER TRACT 15844 IMPROVEMENT PLANS 2... I 5 R1 I 12 I I I I 22' 22' I I T �- T �. J J I g � J R15 12 11 16 15 14 13 R/W 2 N 170+00 171+00 172+00 5 W56/N 173+00 12 - 0 � EX EP EDGE OF SHOULDER w R/W EDGE OF SHOULDER -- -- --- x __ . X -- --- 'X - -. _ -- x I----------------- W56/N 5 — — JOCELYN WAY — PER TRACT 15843 IMPROVEMENT PLANS I 5 R11 12 22' 22' I 12 9 ® 20 19 ' S -I- R/W C� _ - � � I � 2 l CV W 00 N 180+00 181+00 d' = 5 W56/N Q CT 0 GA o EDGE OF SHOULDER X I X X X STRIPING NOTES 01 —REMOVE EXISTING CONF1.1CTING STRIPING. 02 —APPLY 12' WHITE CROSSWALK STRIPE (THERMOPLASTIC). 03 — APPLY 8• WHITE UNE (THERMOPLASTIC) PER DETAIL 38. ® — APPLY TYPE IV PAVEMENT MARKING ARROW (THERMOPLASTIC). ❑5 — INSTAL_ TRAFFIC SIGN © —APPLY WHITE SKIP UNE (THERMOPLASTIC) PER MODIFIED DETAIL 12 USING TYPE C RED/CLEAR RPMs. ❑7 — APPLY DOUBLE YELLOW UNE STRIPE (THERMOPLASTIC) PER DETAIL 29. REV. ®— APPLY 50' 4- WHITE UNE (THERMOPLASTIC) PER DETAIL -A-. 1-91— F1 9 — APPLY DOUBLE YELLOW UNE STRIPE (THERMOPLASTIC) PER DETAIL 22 10 — APPLY DOUBLE YELLOW UNE STRIPE (THERMOPLASTIC) PER DETAIL 27. 11 —APPLY DOUBLE YELLOW UNE STRIPE (THERMOPLASTIC) PER DETAIL 28. 12 —APPLY PAVEMENT MARKING (THERMOPLASTIC) PER STD. PLAN A240. 17 CV N 182+00 SIERRA LAKES PARKWAY SEE SHEET 7 C> I Co N ' I I � �'f �.3 -1l 1!���+ B� I I \\ \\ 25 - 24 23 22 21 0 R� O 174+00 EX EP y 16 15 14 183+00 J Oj _ 1 12 184+00 EX EP -EDGE OF SHOULDER i -rr)r�r-r IN LYTLE CREEK ROAD CV N 185+00 10 186+00 I 0 0 N 1 CV 187+00 N + N 9 176+00 N 177+00 178+00 179 2 LLJ Z EX EP � ER/W EDGE OF SHOULDER X 1 CURTIS AVENUE SEE SHEET 6 I k I I I X I 1 � I I 188+00 27 189+00 ill --EX EP - Tr���c-r ,\1 aj X 26 25 2 0 R/W -I - ul LLJ g l W CV = N 190+00 191 W V) LLJ d z W J to - F_ Q R�v4EDGE OF SHOULDER REVISION DEscRIPnoN DATE ENGR. CITY DATA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpf ESS/0 mmMr­Ha COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 1HUR ForemanInc. mora Civil Engineering • Planning • Surve in • Public Works SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m 9 9 g Y 9 WN BY: W o �, 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 RNM o: No. 31681 z 59 SIGNED BY THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 �. PREPARED UNDER THE SUPERVISION OF: RNM BRING THEM INTO CONFORMANCE WITH CONDITIONS AND glF �IV1V\��� °/� Z 5/0 -Z CHECKED BY: STANDARDS IN EFFECT. CA\- HAROLD A. GARCELON R.C.E. 31681 DATE. RDC +r 3 v 00 00 Lnc a N 1"= 4040 0 40 80 0 scale feet V) o� �o CITY OF FONTANA, CALIFORNIA C>_ i� 01, SUMMIT HEIGHTS II L Q> SSTSM & STS PLANS SCALE' o CL 1 "= 40'CL LYTLE CREEK LOAD ATE: 166+30 TO 191+00 01-23-02 APPROVED BY: DWG NO.:4 ,coN CITY ENGINE 2 DATE: % %N X �`-� X X f I j 17 CV N 182+00 SIERRA LAKES PARKWAY SEE SHEET 7 C> I Co N ' I I � �'f �.3 -1l 1!���+ B� I I \\ \\ 25 - 24 23 22 21 0 R� O 174+00 EX EP y 16 15 14 183+00 J Oj _ 1 12 184+00 EX EP -EDGE OF SHOULDER i -rr)r�r-r IN LYTLE CREEK ROAD CV N 185+00 10 186+00 I 0 0 N 1 CV 187+00 N + N 9 176+00 N 177+00 178+00 179 2 LLJ Z EX EP � ER/W EDGE OF SHOULDER X 1 CURTIS AVENUE SEE SHEET 6 I k I I I X I 1 � I I 188+00 27 189+00 ill --EX EP - Tr���c-r ,\1 aj X 26 25 2 0 R/W -I - ul LLJ g l W CV = N 190+00 191 W V) LLJ d z W J to - F_ Q R�v4EDGE OF SHOULDER REVISION DEscRIPnoN DATE ENGR. CITY DATA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpf ESS/0 mmMr­Ha COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 1HUR ForemanInc. mora Civil Engineering • Planning • Surve in • Public Works SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m 9 9 g Y 9 WN BY: W o �, 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 RNM o: No. 31681 z 59 SIGNED BY THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 �. PREPARED UNDER THE SUPERVISION OF: RNM BRING THEM INTO CONFORMANCE WITH CONDITIONS AND glF �IV1V\��� °/� Z 5/0 -Z CHECKED BY: STANDARDS IN EFFECT. CA\- HAROLD A. GARCELON R.C.E. 31681 DATE. RDC +r 3 v 00 00 Lnc a N 1"= 4040 0 40 80 0 scale feet V) o� �o CITY OF FONTANA, CALIFORNIA C>_ i� 01, SUMMIT HEIGHTS II L Q> SSTSM & STS PLANS SCALE' o CL 1 "= 40'CL LYTLE CREEK LOAD ATE: 166+30 TO 191+00 01-23-02 APPROVED BY: DWG NO.:4 ,coN CITY ENGINE 2 DATE: % %N