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HomeMy WebLinkAbout2477-2t L=31.43' L=31.41' L=31.43' L=31.41' 46.95' L=31.41 50. ' V.C. 8" CF TO 6" CF PVI 1004.33 W w I TRANS. LEFT AT- wm O U ,U U 0 to.0 U -)O 4D W m etU M1%. OOC; C4 Lo00 +A 00 00 CV m t 1= LOuiIQQ0Lei L60p�OR SC Cy)4 0 0^tn�Il) _11-- NO)NO�NM INM� Lf)d'Op 1n��tst�OR •0000 .-"-- _ d; O wi 00���,,Md,��, * ~ OD08 80000 p0<* 0�� cnr- V 'g crOOQOQQ OaOQc, �I!L�00 o� T- T_ �T_F-OF-o�-pyo 0.0040 (n T_ (n V) cn V) to 00 75.06' V.C. 50. ' v.C. PVI=1004.86 PVI1004.30 1010 N m 1w 0 C3 0 ^ to N p J K1 U U + ^U °fo U ^ J (j *��- jt J v� +U rn tn''� ° ao +UU VO 0(jtVUMC.) t�G map � +^ QD .-N V_ 04 ± f'N♦ ♦ ♦ ♦ N �0 l�0 O f T_ � n V- r. r- � to N 00 N f� N O d O t` 0 �r')�Mr-1* 40 �O �O (!1 Q d �(n� 0 o 0 110- OoaF-p O�o�g � �U) n� F�(nT-- N N (n 75.06' V.C. 50. 09 V.C. PVI=1004.89 PV1004.33 1 W> .^ N o� RIGHT � Ogin C3 t,o tO+ ig + 00 g^ c•f i .~aUoo N to I,.. ,_ f ±±±+~+~+~ itQ$ a� + ~+ ch 0 0o map �it) - Nr-NONMf-O Qpm Q �p �a �0� Q�� 'Q� N0 1~n (/f O F- c~n cn o � a cn t- o �- � C:) +~ (n N � V) (n w, n � Nummumn 10+00 11+00 M M U OU t N�M rzi d + + colt) ?n C14 ♦~NMNM♦~ N q*� A O N 0 (n V) N N 12+ 18.84 C.B. DETAIL 1 EXIST. IMPROV. TO BE PROTECTED IN PLACE SAWCUT dlr REMOVE A.C. !PVMT. CURB do GUTTER & SIDEWALK AS REQ'D 00 0 00 R OAL�°o etc N4 07 F EXIST. IMPROV. TO BE PROTECTED IN P LAC E �- I Ii =10+00.00 C/L CATAWBA PLACE CONSTRUCTION NOTES & QUANTITIES � CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED L'J NATIVE SOIL. � CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. h`J PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). CONSTRUCT CONCRETE CURB AND GUTTER (6" 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 OO FONTANA STANDARD 104-A. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT OF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 20' INSTALLED BY SO. CALIF. EDISON CO.) CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA ® STANDARD 102 W=16' TO BE FIELD LOCATED. 12+00 13+00 ANSF'1 tui L AIVJGLM l.11'[I.LG 4 ANSTALL 24" R.C.P. 1500 D GONSTRWr AhWTX)N STRUICTUJ'PE PEP A. P. W.A. ® STD. PLAN JJ4 6t1 STRWr A1VA49L/77W C47L'H A ISN COAACC 7166 ® PER A. P. W.A. SID. PLAN JIM gays77?UCT Cs.. w. J PER L.A. CF. C.D. SM. DW 2-D16J W=7 j V=4.5' #YrH LOC4L DEPRESSION PER L.A. C.F. C.D. SID. VWG. 2-958 Cr4SE "C" CONSMWr M. N. M. 1 PfR L.A C. F. C. D. SID. Di1'Ea:'. ® 2-D102 10' TV aw. ,LEFT TOP OF CURB 18' OFF C.L. (6" C.F'.) L=31.43' L=31.41' W o� wl m NC.3 U ♦�n01) OrnaoaoaOO �Lo(6(6000000 t�Og001 OOOgQ 0 01 S = 0.0040 EXIST. GROUND 0 CA CENTERLINE O O V n S 0.0040 RIGHT TOP O CURB 18' OFF C.L. (6" C.F) 8 O � ♦ C4 0i I_§ V) S = 0.0040 15+00 16+00 HORtZ. 1-40' 17+00 VERT. 1 =4 CONSTRUCT STREET IMPROVEMENTS PER TYPICAL SECTIONS ON SHEET 1 AAnARAN nA -1 UtUU.UU C:/ L JAL;AKANUA UKULt WINDCREST 120' 160' DRIVE S =4 0.0040 t F - 1* =31.43' g • �v L=31.41' ♦v . OWN06 C„3 0 U a}. Fz C4 j O2 W 20.00' 0 .h cUp0 0 �o meg.- ~ 8 w 78.45' 000 �r' 07'29'28" 'Q O 71.91' W m O N U VC3 ~ + 0m00000000 © 07'29'28" NA00♦ + 37.18' O7 t0�n 570.00' 28.48' N ® 02-46'12" Q 28.04' 14.02' 0gOOp 0OQ O O IV S =4 0.0040 t F - 1* b_3 g • �v 4J MU ♦v . OWN06 C„3 0 U a}. Fz C4 j O2 ♦ �`N° 20.00' 0 .h cUp0 0 �o meg.- ~ 8 w 78.45' 000 �r' 07'29'28" 'Q O 71.91' HN Cn ^ g (n 582.00' w (n © 07'29'28" 18+00 19+00 20+00 21+00 CONCORD -10+00.00 C/L CONCORD CIRCLE TO KAY 20+34.42 C/L INT. WINDCREST DRIVE =10+00.00 C/L TOKAY CIRCLE .s y fit+ Q NO. C42723 * EXP. 3131 iAp dye pf 22+00 CURVE DATA No. DELTA RADIUS LENGTH O gr C„3 0 U a}. Fz .o O2 +� 20.00' 31.41' 19.99' Q3 O 600.00' 78.45' 000 �r' 07'29'28" 'Q O 71.91' HN d 0 ^ g (n 582.00' w (n © 07'29'28" 568.00' 74.26' 18+00 19+00 20+00 21+00 CONCORD -10+00.00 C/L CONCORD CIRCLE TO KAY 20+34.42 C/L INT. WINDCREST DRIVE =10+00.00 C/L TOKAY CIRCLE .s y fit+ Q NO. C42723 * EXP. 3131 iAp dye pf 22+00 CURVE DATA No. DELTA RADIUS LENGTH TANGENT Q1 90-01'36" 20.00 31.43' 20.01' O2 89'58'24" 20.00' 31.41' 19.99' Q3 07'29'28" 600.00' 78.45' 39.28' ® 07'29'28" 550.00' 71.91' 36.01' O5 03'06'53" 582.00' 31.64' 15.82' © 07'29'28" 568.00' 74.26' 37.18' O7 02' 51'46" 570.00' 28.48' 14.24' ® 02-46'12" 580.00' 28.04' 14.02' In 6N 00LO z Lr) 00 N W REVISIONS ENGR'S DATE CITY DATE PREPARED BY: CITYOF FONTANA APPROVAL APPROVAL 0�] PHB & ASSOCIATES, INC. 109 EAST HUNTINGTON DRIVE, MONROVIA, CALIFORNIA 91016 (818) 301-4410 FAX (818) 301-4415 Drown by: O U T H R I D G E V 1 L LA G E SC°lea AErS �� Approved: TRACT 15793 l DeslgnHdcH D Robert kerman, R.C.E. 42723, Exp. 3-3 - Date Im STREET IMPROVEMENT PLANS FEMvAW, 1"7 Checked by: ,C_ 97 D". No. 2 CITY ENGINEER, RCE 25126 Dote 2477 5 COF.DWG