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HomeMy WebLinkAbout5223-3W'LY TC 1030 N (n O (n a) ^ O ^ + 00 + O O N OM N O O 17 O O U O O U ~ -t € 1030 .- pO O N 120+70 121+00 M � Lr)cD O � + 679+37.00 PROP. ST LIGHT 680+91.75 E.C.R. 1030.21 TC 1029.54 FL 681+63.06 120+69.72 ' NsN I i I I 1 ' � I 1 1 I I I I 1 I 1 I 1 I 1 I � I 1 I I iLLJ LiJ N LJ LLJ N O O O O + M N t_ O U O FO O U O O 00 — O N - O N C) �- + co N — O + CO + 4 .-3. _ � N U -) N O n—_I j N MN O C) N O O_ PROPOSED WESTERLY 1.0% TOP OF RB — O (n O O N 00 Cn O L- O OLn U) O li O ^ t.C) N + + Lo + O N M N M- N M N M O O M O O �i (n 1 LL- N Op r7 O �a 14 COLD PLAIN EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING U , . —. — m _ SAWCUT LINE 14 SAWCUT LINE CONSTRUCT 24" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4. 17 Co O U O O U ~ O f _ .- pO O N cD N - M � Lr)cD O � + O + + N N z N r7 NM N MO :..-. N O r '- O?-- -f O + AT 0 N —t N �= + cl:�_ —� O Cn O (n ® Li _r.. _ __., n L- O �f O C14o o� < O ^ - C:) X CA TA WBA A VENUE In ^ LCA Lo + O : __ . N` N `' 1040 W'LY TC N N N n MO O O Q � 1.0% Q _ iLLJ LiJ N LJ LLJ N O O O O + M N t_ O U O FO O U O O 00 — O N - O N C) �- + co N — O + CO + 4 .-3. _ � N U -) N O n—_I j N MN O C) N O O_ PROPOSED WESTERLY 1.0% TOP OF RB — O (n O O N 00 Cn O L- O OLn U) O li O ^ t.C) N + + Lo + O N M N M- N M N M O O M O O �i (n 1 LL- N Op r7 O �a — — EXISTING FINISHED GRADE AT CENTERLINE iM 124+00 124+50 125+00 125+50 1M+N 1>M+N 127+00 — f- k } o� Cl � ' Li LTJ O M7� LN IN i v 0 U O 0 0 Ln t PROPOSED R/W �n �n Lri 4Lnj I CV C14 C14 127+50 128+00 I I R I I 14 COLD PLAIN EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING . —. — gym_ U -_ _ SAWCUT LINE 14 SAWCUT LINE CONSTRUCT 24" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4. 17 Co U Ln U APPLY THERMOPLASTIC "STOP" STENCIL PER CALTRANS STD. PLAN A24D. GRAPHIC SCALE O 19 O N cD I N TR LIF D . TEMP. LIN N to p N rnr. 20 N + z O C) N PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL O SECTION AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER O O + AT + N X~ W N �= + cl:�_ � + ^ M O N C7 - O C14o o� < o� Q lIj I X CA TA WBA A VENUE Om o zto `' 1040 W'LY TC C7 J � cn � U) O O Q � 1.0% Q _ C) (� Y Q O YCj Q c+J O �_ rn LL- > CN m O J L� ~ O O _ LL Ln < N CO < N CO (n r7 tl N N O + N O r7 CD J OCY) � (n Ln + CD� O a O + O N O u- + O + C0 L() ^ ^ + C0 C0 (! z O+ N fU- LL. N N DO C� N N N� a_ co MM N 00 N cD MM N 00 O N + O r- N + c 16 M + O r- ^ Li N '_ M O cD Q CD M N M N - N O Lr) f O M O CONSTRUCTION NOTES w U' --� _ O1 SAWCUT AND REMOVE EXISTING PAVEMENT. PAVING LEGEND FINAL COURSE �F O O `� PER CITY OF FONTANA STD. N0. 400. SEE SHEET 5. O CONSTRUCT MODIFIED 8" CONCRETE CURB PER CITY STD. 1000 AND 18" AC NEW T — — EXISTING FINISHED GRADE AT CENTERLINE iM 124+00 124+50 125+00 125+50 1M+N 1>M+N 127+00 — f- k } o� Cl � ' Li LTJ O M7� LN IN i v 0 U O 0 0 Ln t PROPOSED R/W �n �n Lri 4Lnj I CV C14 C14 127+50 128+00 I I R I I NOTE: ALL PUBLIC FIRE HYDRANTS AND FIRE SERVICES TO BE INSTALLED BY SAN GABRIEL VALLEY WATER COMPANY. 14 COLD PLAIN EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING ro —AV — 15 1 SAWCUT LINE 14 SAWCUT LINE CONSTRUCT 24" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4. 17 RELOCATE EXISTING TRAFFIC SIGN AS SHOWN. 18 APPLY THERMOPLASTIC "STOP" STENCIL PER CALTRANS STD. PLAN A24D. GRAPHIC SCALE NCILING AMD LIMIT 19 APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN RSP A24E. 4o a 20 4a eo 6o I N TR LIF D . TEMP. LIN AN D LIMIT LI ry E / 20 PROTECT STREET LANE LINE IN PLACE. z zG PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL ( IN FEET) SECTION AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER 1 inch = 40 ft. AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF G R—VALUE �= cl:�_ — _N o� < o� Q lIj I X CA TA WBA A VENUE Om X U C7 J � cn � U) O O Q � m O F -- C) (� Y Q O YCj Q c+J O �_ rn LL- > CN m O J L� ~ O O _ LL Ln < N CO < N CO (n r7 tl N N O + N O r7 CD J OCY) � (n Ln + CoLn . + O O a O + O + O + C0 L() O C0 + C0 C0 (! z O+ N fU- LL. N N DO C� N N N� a_ co MM N 00 N cD MM N 00 c.0 O U r- N 12 16 16 12 Li LL O�r7M CN C� cn N 11 12 ZQoO CONSTRUCTION NOTES w U' --� _ O1 SAWCUT AND REMOVE EXISTING PAVEMENT. PAVING LEGEND FINAL COURSE �F AJ'PtFALT --s* O CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE IU OT PAVED. FVTU RE QY PER CITY OF FONTANA STD. N0. 400. SEE SHEET 5. O CONSTRUCT MODIFIED 8" CONCRETE CURB PER CITY STD. 1000 AND 18" AC NEW PAVEMENT OT tIE 12r 18 PERVIOUS GUTTER PER DETAIL ON SHEET 4. AC PAVEMENT OVERLAY O4 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006. O5 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003. O6 REMOVE AND SALVAGE EXISTING SIGN AND POST. CURVE DATA TABLE CURVE DEL TA RADIUS LENGTHC1 O8 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE. 8930'15" 50.00' 78.11' GREMOVE BY CONTRACTOR (ITEM AS INDICATED ON PLAN). 10 RELOCATE BY CONTRACTOR (ITEM AS INDICATED ON PLAN). GCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002. 12 INSTALL LIGHT PER CITY OF FONTANA STD. NO. 404. SEE STREET LIGHT PLAN. 13 CONSTRUCT 60" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4. NOTE: ALL PUBLIC FIRE HYDRANTS AND FIRE SERVICES TO BE INSTALLED BY SAN GABRIEL VALLEY WATER COMPANY. 14 COLD PLAIN EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING PER DETAIL "A". SEE SHEET 4. 15 ADJUST TO GRADE (ITEM AS INDICATED ON PLAN). 16 CONSTRUCT 24" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4. 17 RELOCATE EXISTING TRAFFIC SIGN AS SHOWN. 18 APPLY THERMOPLASTIC "STOP" STENCIL PER CALTRANS STD. PLAN A24D. GRAPHIC SCALE NCILING AMD LIMIT 19 APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN RSP A24E. 4o a 20 4a eo 6o I N TR LIF D . TEMP. LIN AN D LIMIT LI ry E / 20 PROTECT STREET LANE LINE IN PLACE. * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL ( IN FEET) SECTION AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER 1 inch = 40 ft. AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R—VALUE TESTS. NOTE: ALL PUBLIC FIRE HYDRANTS AND FIRE SERVICES TO BE INSTALLED BY SAN GABRIEL VALLEY WATER COMPANY.