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HomeMy WebLinkAbout3247-6v c v w N co 3 s U) 0 0 0 I U T v 3 v 0 O CD c v CL 0 U 0 C)' tet• to e� 3� o� CHASE ROAD EXIST G GUTTER ;r,60LD PLANE -LINE VV SAWCUT LINE 1 � =r- �': �!� STA64+;✓8.06 CITRUS A I NT.>~ SEE SHEET 14 CHASE ROAD INTERSECTION ("l CROSS GUTTER AND PAVING DETAIL SCALE: 1"=20' 1' 02 FL R/W G rte_✓ i 7cvi. vY r _� .. 1 ' W LOS CEDROS AVENUE. LI I KUb AVFNUE SEE SHEET 16 LOS CEDROS AVENUE INTERSECTION PAVING AND TRANSITION DETAIL SCALE: 1"=20' CONSTRUCTION NOTES: 4516 G ✓V U 3 CP73 U O SAWCUT LINE 0:I Gf LAILI COLD PLANE AND OVERLAY DETAIL NOT TO SCALE '+`'Y' ' : "•r'' AC PAVEMENT CONSTRUCT CURB OPENING CATCH BASIN PER APWA PCC PAVEMENT 36 • ° • ° STD. PLAN 300-2. SEE DETAIL 1 ON SHEET 9. SOLD PLANE LINE 95% COMPACTED NATIVE SUBGRADE 90% COMPACTED NATIVE SUBGRADE IST. PVMT. RIVER ROCK COLD PLANE AND OVERLAY EXISTING PAVEMENT NOTE: ALL ELEVATION VALUES SHOWN ON THIS PLAN ARE IN THE 1400'S, BUT HAVE BEEN TRUNCATED FOR SIMPLICITY AND CLARITY. T N 111 Nazi 1:4 .... r'� • :•u�7 STA 10+75.04 BCR 82.'06 R 1' `I t az.uo is PCC PAVEMENT O SAWCUT EXISTING PAVEMENT. 2 � ?P�8f 029K 5� 5 CXj_+ �'�� �' ��'G T/NG50.�$ MONOLITHIC WITH 3 f' STA 1 +93.04 LPD0. CB N0. 2 PROP. MED. CURB� CURB O CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN. 1:7 TC 0. 0 FL OOH � 51. 0 FL l � '� �` � � STA 11+11.04 v w � I ` Z7 Z ?' I � END PROP. C&G � ; !�' BEG. PROP. AC DIKE OF 959 COMPACTED NATIVE SUBGRADE. T' , 27' LT 51.98 TC v �- 4," � �v' 51.31 FL 4O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF Ale < - a FONTANA STD. PLAN NO. 1003. - SEE SHEET 15 WALNUT STREET INTERSECTION PAVING AND TRANSITION DETAIL SCALE: ,"=20' v 14 CONSTRUCT 8" THICK PCC CROSS GUTTER OVER 6" ' CLASS II AGGREGATE BASE PER CITY OF FONTANA STD. DETAIL 104, MODIFIED PER PLAN.48. v 48, ,, 49 e v 5 CONSTRUCT MIN. 4.5" AC PAVEMENT OVER 12" MIN. a ' -2W OF 95% COMPACTED NATIVE SUBGRADE. 3 o PROP. MED. � CURB m 8" DIA. 16 CONSTRUCT 8" TYPE B ASPHALT CONCRETE DIKE PER' PVC SLEEVE CITY OF FONTANA STD. DETAIL 136.49.65--.M PROP. RIVER ROCK PER LANDSCAPING -- ----. -- AND IRRIGATION PLANS 17 COLD PLANE EXISTING AC PAVEMENT 0.10' MIN. DEPTH AND CONSTRUCT VARIABLE THICKNESS (0.10' MIN.) AC OVERLAY FOR SMOOTH JOIN. SEE DETAIL 4 ON SHEET 6. ' j•' •'' •498 'r' 18 CONSTRUCT 4P THICK FULL -DEPTH AC PAVEMENT OVER 12" _ 49.75 TC FS 3' '• COMPACTED NATIVE SUBGRADE (95% MIN. Cr-MPACTION). .0 �to 19 CONSTRUCT LOCAL DEPRESSION, CASE A. PER APWA�"" X 90% COMPACTED NATIVE SUBGRADE PROP. MED. CURB STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8. C 21 CONSTRUCT LOCAL DEPRESSION, CASE B, PER APWA,_- tr T Br PCC MEDIAN NOSE DETAIL 2 STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8. NOT TO 6 2 CONSTRUCT TYPE A3-8 PCC CURB AND GUTTER, W=1.5', - - SCALE ! PER APWA STD. PLAN 120-1. SEE DETAIL 2 ON SHEET 9. X 48.71 TC LEGEND: ©5 CONSTRUCT PCC C&G TRANSITION FROM Cn" TO 9 ' `PG` 0 e zG 48.0 PER CITY OF FONTANA STD. PLAN NO. 1003 , U O SAWCUT LINE 0:I Gf LAILI COLD PLANE AND OVERLAY DETAIL NOT TO SCALE '+`'Y' ' : "•r'' AC PAVEMENT CONSTRUCT CURB OPENING CATCH BASIN PER APWA PCC PAVEMENT 36 • ° • ° STD. PLAN 300-2. SEE DETAIL 1 ON SHEET 9. SOLD PLANE LINE 95% COMPACTED NATIVE SUBGRADE 90% COMPACTED NATIVE SUBGRADE IST. PVMT. RIVER ROCK COLD PLANE AND OVERLAY EXISTING PAVEMENT NOTE: ALL ELEVATION VALUES SHOWN ON THIS PLAN ARE IN THE 1400'S, BUT HAVE BEEN TRUNCATED FOR SIMPLICITY AND CLARITY. T N 111 Nazi 1:4 .... r'� • :•u�7 STA 10+75.04 BCR 82.'06 R ° `I t az.uo is 2TA RO J 2 � ?P�8f 029K 5� 5 CXj_+ �'�� �' ��'G T/NG50.�$ y-T99.96 3 � �x �_ I STA 1 +93.04 LPD0. CB N0. 2 ' T I' 1:7 TC 0. 0 FL OOH � 51. 0 FL l � '� �` � � STA 11+11.04 � I ` Z7 Z ?' I � END PROP. C&G � ; !�' BEG. PROP. AC DIKE -r„ , 27' LT 51.98 TC �- 4," � �v' 51.31 FL - WALNUT'STREET SEE SHEET 15 WALNUT STREET INTERSECTION PAVING AND TRANSITION DETAIL SCALE: ,"=20' WALNUT STREET INTERSECTION PAVEMENT ELEVATION DETAIL scue: i^_zo• 6 VY 55.59 TC OH - 54.92 FL W � nnnin.i QECORb DQA\viKlc-t 06/07