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HomeMy WebLinkAbout2477-411 +34.65 Ch. INT. TOKAY CIRCLE CURVE DATA No. DELTA LEFT TOP OF CURB TANGENT 1� 36.52' 12" 62.00' 39.90' '10.6'1 ' 2O 253.4423" 18' FF C. L. (6" C. F.) ---- ' �3 90.01'36" 20.00' 31.43' 10.01 ' 4 70.30.28" =84.14' L= 9.9tr 14.•1,+ ' +!W 19.27'56" 230.00' 78.14' ".4.5 ' s� 92-58'1,4" 25.00 40.57' 120.33 ' 7� 87'5235" 25.00' 38.34' 24. ' ) 1 20.25'03" 270.00' 96.21'�l$•6o1 ' 9� LEFT OP • OF CURB 57.67' •ci Fo- 20.30'02" z 89.45' 45.Zl ' 18' FF C. L. • (6" C. F. �•• 10101 L 54.14 L= 39. 0' CD O O a �+ �-R VT in �'- v Ulm TFMO - S = 0.0040 "' = v .- �<,,, $01 0. 0 C/L M - CENTERLINE 66'9or V.C. Pw=1008.60 _ .0040 EXIST. GROUND C/L. � W 4 h r C4 C'1 [t, CENTERLINE Cb N r.. a .3 f' N +C.1 +� C4 1'. N •- N so.o0' V.C.V-S PM -1008.70 50.W v C. � 0.0041 S = 0. � 41 S = 0.0041 . PVI=1008.01 woo �V .� � � ` � �' °° � -' S . -� $ - so.00• V.C. • EXIST GROUND 0 C/L ''�o ±N ±,v'n, r- .��° r -(3C4 , +�;%J cavo, la + O NU PVI=1010.34 CENTERLINE t1olvc M �.- .� Q pct . ac N , 00 G� ,- � o o 'n bq .00 ' 4� + v 10)+0 5- �$ �$ �....Nat-. CA Cn rQ . ..tom � � fr p `r - �=-r�.a�t��3/�) Q V -` r(t RIGHT TOP O F CURB ,� o �/� .� ,� a_ al LP �. Q 18' F C.L. (6" C.F.) V' �, _ o 4- g ... =84.14' = 9.90' • m RIGH TO OF CURB o�•� 110,.1 18' 0 F C.L. (6" C.F.) 1010 a: r- .- ... � U tU LEFTr S 0.0040 '' , <ll�8 0 •- v Q•Vi v d ed 0 a . N•� • � pZ O N . © ao t3 CIL .- h r- tOr t; r~- S = o, 00414 , I S .004 11 +34.65 Ch. INT. TOKAY CIRCLE CURVE DATA No. DELTA RADIUS LENGTH TANGENT 1� 36.52' 12" 62.00' 39.90' '10.6'1 ' 2O 253.4423" 38.00' 168.29' ---- ' �3 90.01'36" 20.00' 31.43' 10.01 ' 4 70.30.28" 20.00' 24.61' 14.•1,+ ' +!W 19.27'56" 230.00' 78.14' ".4.5 ' s� 92-58'1,4" 25.00 40.57' 120.33 ' 7� 87'5235" 25.00' 38.34' 24. ' ) 1 20.25'03" 270.00' 96.21'�l$•6o1 ' 9� • 14.22'02" 230.00' 57.67' 76-101 ' Fo- 20.30'02" 250.00' 89.45' 45.Zl ' CONSTRUCTION NOTES do QUANTITIES CONSTRUCT 4" A.C. OVER 12" OF 95X COMPACTED 0 NATIVE SOI1,,,. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. (9) PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (a" C.F. Q PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (Q" C.F. TRANSITION TO 8" C.F.) CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL 104. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN do PER CITY STD. 105A. CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD 104-A. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE Coll SODIUM LAMPS, COBRA HEADS W/CUT OF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 20' INSTALLED BY SO. CALIF. EDISON CO.) e:ONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA CSTANDARD 102 W=16' TO BE FIELD LOCATED. 29 O 30 8 11+00 10+00 •o a IO W O M { WINDCREST DRIVE y SEE SHEET 2 s I s' ---O 5• 2 090,111 32 1 11 ,8' ,8' 7 44 11 � 11 6 0 5' P. U. t� 2 117 G k _ N 45 o � 1 �` • C 1 � • 6 O 26 25 I.1 5 5, 2 55 18' 18' 7 7 a 1 o WINDCREST DRI h SEE SHEET 2 O U Q Cc W M TOKAY CIRCLE • 12+00 ,.,�. t •_�,. 11+00 VERT. 1. -. Int-•+��� a 12W cr ami, 0 11+43.95 C L INT., CHERIMOYA CIRCLE < LEFT TOP OF CURB 18' OFF C.L. (6" C.F.) 031.43` LM2 61' min• goo �-n -- o to .- S ,, S = 0.0040 RIGHT TOP OF CURB 66.9x' V.C. 18' OFF C.L. (Ps' C.F.) P\4=1008.59 L=40,57' 2.17 R15 a to r d cw. V IP40., � ^t•3 ��tr� rw N Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S + r' .- b N C.1 DRIVE N +!W N L N • �eC N D". Mo. 2477 c W u) � u) �- rko, S = 0.0040 t1` O•QZ•a 10101 N CD O O LEFT in �'- S : 0.0040 EXIST. GROUN 0 C/L - CENTERLINE 66'9or V.C. Pw=1008.60 W C4 C'1 [t, Cb N to r?..3 CS _j ,j' N ?l-: J �V tWOLN V O .3 f' N +C.1 +� C4 1'. N •- N min• goo �-n -- o to .- S ,, S = 0.0040 RIGHT TOP OF CURB 66.9x' V.C. 18' OFF C.L. (Ps' C.F.) P\4=1008.59 CONSTRUCT STREET IMPROVEMENTS P E R TYPICAL SECTIONS ON SHEET 1 N W. to CHERIMOYA WINDCREST DRIVE 0 CIRCLE '01 SEE LEFT SEE RIGHT 1 � 71IC4 25 25 rail 1� r7 O � 10+00.00 CA INT. TOKAY CIRCLE x: 15+42.42 C/L WINDCREST DRIVE REVISIONS i• ! 5' 2 18'118'7 WINDCREST DRI °• SEE SHEET 2 UL N �t (nui W = C3 rf V) 10 0 OW = ZW •�2?9 L=40,57' 2.17 R15 a to r d cw. V IP40., � ^t•3 ��tr� rw N Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S + r' .- b N C.1 DRIVE N N 0 N L N • �eC N D". Mo. 2477 00 c c a u) � u) �- rko, S = 0.0040 CONSTRUCT STREET IMPROVEMENTS P E R TYPICAL SECTIONS ON SHEET 1 N W. to CHERIMOYA WINDCREST DRIVE 0 CIRCLE '01 SEE LEFT SEE RIGHT 1 � 71IC4 25 25 rail 1� r7 O � 10+00.00 CA INT. TOKAY CIRCLE x: 15+42.42 C/L WINDCREST DRIVE REVISIONS i• ! 5' 2 18'118'7 WINDCREST DRI °• SEE SHEET 2 UL N �t (nui W = C3 rf V) 10 0 OW = ZW •�2?9 50.00.1 V:C. L=40,57' 2.17 R15 + 1C4 OU V A V An 10+00.00 C LINT. CHERIMaYA CIRC s 22+81.26 C/L WINDCREST DRI 7- rw N Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S + CHERIMOYA CIRCLE b N C.1 DRIVE ~T14 04 N N • in N !V N D". Mo. 2477 00 c c a S �- rko, 50.00.1 V:C. 38.34' 5 PVf=1 2.17 R15 + 1C4 OU I Nm. W m 10+00.00 C LINT. CHERIMaYA CIRC s 22+81.26 C/L WINDCREST DRI 7- tc •� N Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S + CHERIMOYA CIRCLE b N C.1 DRIVE ~T14 co N N C4 am Cmr oWwEeR, RM ZIN ooft D". Mo. 2477 00 38.34' 5 R • R15 + 1C4 OU I Nm. wl m 10+00.00 C LINT. CHERIMaYA CIRC s 22+81.26 C/L WINDCREST DRI 7- v~i N Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S Scale. .1 pg CHERIMOYA CIRCLE •r.COF INDCREST DRIVE N N N N C4 am Cmr oWwEeR, RM ZIN ooft D". Mo. 2477 4 5 b • ZZ+81.26 C/L WINUCRE5T DRIVE( + C OU I Nm. wl m 10+00.00 C LINT. CHERIMaYA CIRC s 22+81.26 C/L WINDCREST DRI 7- v~i Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S Scale. .1 pg CHERIMOYA CIRCLE •r.COF INDCREST DRIVE ENGR'S DATE CITY DATE APPROVAL APPROVAL PREPARED BY: [� FHB & ASSOCIATES INC. 109 EAST HUNTiNGTON DRIVE. MONROVIA, CALIFORNIA 91016 (818) 301-4410 FAX (818) 301-4-415 CITY O FONTANA Drown br. . AV SOv H R I D G E VILLAGE - TRACT 15793 STREET I M P ROVEM ENT P LAN S Scale. .1 pg Approved: 9 lellf7oes Robert J. Oke n, R.C.E. 42723, Ex . 3-31- 0 Date --- � / WM M e: FEBRUARY, 1497 Chocked by: am Cmr oWwEeR, RM ZIN ooft D". Mo. 2477 4 5