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HomeMy WebLinkAbout2046-2DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 46016'00"E (6" CURB) 40.24 L3 Q 1 77017'44" 43.00 58.01 34.39 0 10023'19" 1000.00 181.32 90.91 op �" ro 0 II �w 20.76 CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER Q 06018'54" 982.00 108.23 54.17 Q 1 27025'33" 62.00 29.68 15.13 0 128008'56" 58.00 129.72 119.31 Q 25050'31" 62.00 27.96 14.22 0 77017'44" 25.00 N 19.99 to I 09002'35" 1018.00 160.67 80.50 , 11 1 LO 11517.541 c'�5, tv �; 5�1, 7.45 + 9u] 1 ills!, 1510- 50' V.C. v ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STD. DETAIL 104 -1510 2 • col P.V.I.= 1518.83w W m� W LEFT TOP OF CURB 1_F 1 Q FONTANA STD. 100 MEDIANS o(8 a (f CC) RS) 63% REMOVE BARRICADE =FINISHED SURFACE C/L N 12 INSTALL ST. LIGHT(580G HIGH v 3 • ON 1520- .moo Z 1530- 19 Ocz� QgT/vE �AVE.�IEiVT/y/TH/rs� f�Ur✓TEf'S _ �ffEET 2.229% 0- _rQ/.OlrE �/�ST�JLL �L-R SETA/L5' T.��.SSffEET �� J -1530 a oLLOO INSTALL STREET LIGHT EA _4.694° 4� U V)rn LO d -o 2.03% VNLLO M lD cuN • •-� d0-����^ + Lo o -- •- Ln + . 1510- O l� + LO lO + �� p^p^ O� to LO V)NM Ln d- d- N dam- N N CO CDD to^ ..,tet,+ + Mrl -1510 LO cu m . .^* P r - w 0 50' V.C. >^CMN-^� > P.V.I.= W + LO l0 0; °0 1517.91 r - W RIGHT TOP OF CURB 1520- coR$) -- N -1520 2 7311- o o 4.633% L`n o r cu LO to c cki + N^ LO L= /08.23 LO LO 0 mLO • EXIST. ��^�^ to N 7*. S CB. RETURN 90 F o Lo O ^ � + tO LO 1510- Lu D u CUR B -1510 > 50' V.C. 1520- �� Ln N LA W N Ln N LO N Ln N Ln N Ln N LO N LO V Q -15 0 FINISHED SURFACE C/L +N 01 LO 2A L= 129.72 =29.68 2 757°• ON CB. ON CB. ON CB. co CTI N cu 1530- 3.16 3/• 0� � °+ . -1530 NM N- ^N N N^ On V + U ON LID (3) cm -L+ NN a1U � a NLN > W p� v^+ • O LD LO �o N lO 20' V.C. 1� nN NLN mNNN --LZI P.V.I.=-1533.70 1(j� 15 0- cn- �� '� W .t -15 0 N`') • L=58.01 + N L= 181.32 r N LO p N RIGHT TOP OF CURB PARTIAL 100' V.C. (g" GURa)LO P.V.I.- 1525.61 3. 63% o N Q� cu 0 - 1530- NN r)1 - 1530 NM mN� O O Lf) N r- -LOO OlU NN N 0 001 Orn L)mt L0 ^+O NN •� Na LO '- ICON NLN co U3 LO ^ "Cu 1520- + cu �-� LO LO > W d' -1520 _+ Io 0 PROFILE SCALE = 33'73 N o� Ic cuON CURB vlz gz g HORIZ. I"= 40' PARTIAL 100' V.C. VERT. 1 "= 8 • P . V . I . = 1525.84 20+00 21+00 22+00 23+00 DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 46016'00"E (6" CURB) 40.24 L3 Q 1 77017'44" 43.00 58.01 34.39 0 10023'19" 1000.00 181.32 90.91 Q N 66049'3512W ro 0 II �w 20.76 CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER Q 06018'54" 982.00 108.23 54.17 Q 1 27025'33" 62.00 29.68 15.13 0 128008'56" 58.00 129.72 119.31 Q 25050'31" 62.00 27.96 14.22 0 77017'44" 25.00 33.73 19.99 to I 09002'35" 1018.00 160.67 80.50 12 5 20 y5 J � D LI -1-03 10 LO LO cu cu P•R.0 L=10.4 cu c` 4 100 �n 6� 56� /7\ R6G0R0 MAw1106 F0 fZ TrRACT5 1142-7(o-) , - 2 1- 3 9 R -6 PA ZED 99y JEN5-T4ME:LIAP- 0 I ti2C.E OS7q?, ELEVATION DATA A = 1527.31 '- B = 1527.79 C = 1528.29 D = 1527.69 E = 1528.08 F = 1527.19 vs G = 1527.96 TRACT 142'1 6 - I A� D �wc Y oR��F 3 PADDOCK LANEK) CO3 _ f SS1 Wcm �`� 221 C No. 25742 Exp. 12-31-01 s� cwlr. 9TF OF C Al c ° ;#.S' .DOlYELS• c� 2-�"O. C. ElY -� f "f�Af�/f/5�✓o%lYT'!�/SE�IL�/YT N. . -EKY o�U.Ss .orYr!?/sE,4L�.� ,00I�YLS c�"oC"E!� Cz,-WC,eM0__ IiYo_ COLOR)/�f1' /N�E4L �LlT_ _TE,f���Yf���F OCG_U.Q.SJ �TROIiYEL��� $S :- 0- 0000 • o �a°°° ooaoao op 08°.' ° olA aGR c ° ... &ooh0oo00 - 22+55.74 E.C. BAW r72 - r11/7,5aR,4L 141171 CoIVCPETF--- 22+76.49 'PADDOCK LANE =18+50. 19' PHEASANT DRIVE r/a"�iQE 53 x / 'DEEB-�OIN_T y.•' 4. ° •Q... ° '4 •° a TI?ACT 1�4�0 .oQ�.p0 ooa oOoo00°p ° Qo °O 0 Oo + OoQ pog. 1 0 00 . QQ_E-OCL tELD LAN ® o ° �o °Qn °fid °USD° 1) =16+65 . 32 CNFRRY A1j CLASS 54 AGCR _B_ASE .STA W.Z? ../o//YT A0020 It .. PIHEASANT ' DRIVE SEE SHEET N0. 6 PLANS PREPARED;UNDER THE DIRECTION OF: J. P. APS'R.C.E. # 1 DATE Y REGIS R TION EXPIRES 9-30-93 7 10+00 11+00 12+ 00 DATA Q LEFT TOP OF CURB >> N 68°52'00"W 185.00 t© (6" CURB) 86.36 L3 180° 00100" 5.00' 15.71 G'fHANC,fV CO/Y6V _ /V0TF_19 A W__ . A_ ,QEO 1520- 22' 36' 36' 16' cu ► I► II I -1520 H.1 � g g X ro 0 II �w 6 ' 6• 10 CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER SF +O R • e • 1 40' LAND SURVEYORS TRACT NO . 14276 ' � _ III 2002 IOWA AVE. SUITE 110 R C. /R. B. PADDOCK LANE Sri FOXFIELD LANE SEPT.. 1990 �NOI7 LOO I-- NON - 9 4 %3 2 Len \ /� / l rn EX I ST. �� CD I� aD +� rn CD LO LCDs I I I FONTANA STD. DETAIL 101) CB . RETURN �? Ln mO_p� + LD LO + �� 4 18. 12 11a�,� e(1 ' / 1515. 81 1515. 1 , 11 1 LO 11517.541 c'�5, tv �; 5�1, 7.45 + 9u] 1 ills!, 1510- 50' V.C. v ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STD. DETAIL 104 -1510 2 • col P.V.I.= 1518.83w W W CONSTRUCT CONCRETE CURB CGII CF PER C17Y OF 1_F 1 Q FONTANA STD. 100 MEDIANS a REMOVE BARRICADE =FINISHED SURFACE C/L m 12 INSTALL ST. LIGHT(580G HIGH v 0 UNIT 0 1520- J Z -1520 19 Ocz� QgT/vE �AVE.�IEiVT/y/TH/rs� f�Ur✓TEf'S _ �ffEET 2.229% _rQ/.OlrE �/�ST�JLL �L-R SETA/L5' T.��.SSffEET J a oLLOO INSTALL STREET LIGHT EA _4.694° 4� U V)rn LO d -o 2.03% OLS M�Or OI'M0� �� Lo ^ . M lD cuN • •-� d0-����^ + Lo o -- •- Ln + . 1510- O l� + LO lO + �� p^p^ O� •- •- d- d- N dam- N N CO CDD to^ ..,tet,+ + Mrl -1510 LOQ ^.;�^ . .^* P r - w 0 50' V.C. >^CMN-^� > P.V.I.= W + LO °0 1517.91 r - W RIGHT TOP OF CURB 1520- coR$) -1520 2 7311- 4.633% o � ��IpOM LO LO 0 mLO • EXIST. ��^�^ NN �� �^ 7*. S CB. RETURN 90 F o Lo O ^ � + tO LO 1510- Lu + LOQ -1510 > 50' V.C. o° P.V. I .= 1518.04 W 10+00 11+00 12+ 00 DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT >> N 68°52'00"W 185.00 t© N 680 52' 00"W 86.36 L3 180° 00100" 5.00' 15.71 7�,EQ _ CC&Kc.RET4"'.. 41�/___ V /_G_ 411& /L S22' . , >9 71/0T To_ -.5CL' % Q"' 2'N, - %� t us - a`4'J"I r 01V .�� OF C REVISIONS No: Disori tion: ACT 1 1 PHA5E REVI SIOP45 CHERRY AVENUE 579'4, -Fr Z41OATJJ // 9f HUNT CLUB DRIVE TR. 13750 - &•-7.9P G'fHANC,fV CO/Y6V _ /V0TF_19 A W__ . A_ ,QEO SEE SHEET NO. 3 22' 36' 36' 16' cu ► I► II I y-28-`1`1 H.1 LO U • 1 ro 0 II �w 6 ' 6• 10 CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER SF +O R • e • 1 40' LAND SURVEYORS TRACT NO . 14276 ' � 10+.56.98 III 2002 IOWA AVE. SUITE 110 R C. /R. B. PADDOCK LANE Sri FOXFIELD LANE SEPT.. 1990 F� B.C..R. M .0 o III III II I Approved:W,4b 10 9 4 %3 2 Len \ /� / l rn GUTTER [8" CF PER C I TY OF LF Z 9 54.05 I I I FONTANA STD. DETAIL 101) i LO CD i t CO r - 4 18. 12 11a�,� e(1 ' / 1515. 81 1515. 1 , 11 1 LO 11517.541 c'�5, tv �; 5�1, 7.45 4 1 ills!, 7�,EQ _ CC&Kc.RET4"'.. 41�/___ V /_G_ 411& /L S22' . , >9 71/0T To_ -.5CL' % Q"' 2'N, - %� t us - a`4'J"I r 01V .�� OF C REVISIONS No: Disori tion: Engineer Approval Date: City Approval Date: 1 PHA5E REVI SIOP45 - Agailt...0 a• Z1. C, 'r 579'4, -Fr Z41OATJJ // 9f e..Zr. 7 g 1A1CREA5E SWX DIM. F,?OM 4f..5" 710 0.0 ` N0. &•-7.9P G'fHANC,fV CO/Y6V _ /V0TF_19 A W__ . A_ ,QEO 8-76-93 _ 2tcw 8.2/ 9r ,C7ETAl1_S � UPRAT1= 't ACT FgASrMCi Z•Al. yx, R&C.OR O DRAW Ili 65; R. TRANS 1 N27 !0-1 Z y-28-`1`1 H.1 PH. 2PH. PUBLIC WORKS DEPARTMENT CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER SF 15\3 0 R • e • 1 40' LAND SURVEYORS TRACT NO . 14276 ' � 12" OF 95% COMPACTED NTVE. SOIL TONS 2002 IOWA AVE. SUITE 110 FOXFIELD LANE BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' +/- E'LY OF CHERRY AVE. ELEVATION = 1313.04 27 _FOXFIELD 11+85.0.0 LANE =14+ 61 .00- Ru rt -T Crus 29 DRIVE CONSTRUCTION NOTES 8 ESTIMATE OF QUANTITIES SHEET STANDARD NO. R26(S). QUANTITIES N0. DESCRIPTION UNIT MARKING PER CITY OF FONTANA STANDARD ® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA STANDARD R7/R7A R = G1)RE) �QAW I CITY OF FONTANA CALIFORNIA H.1 PH. 2PH. PUBLIC WORKS DEPARTMENT CONSTRUCT 4" AC OR EOUIV. SECT. OF AC ON AGGRT. 11 BASE OVER SF 15\3 0 R • e • 1 40' LAND SURVEYORS TRACT NO . 14276 ' � 12" OF 95% COMPACTED NTVE. SOIL TONS 2002 IOWA AVE. SUITE 110 R C. /R. B. PADDOCK LANE Sri FOXFIELD LANE SEPT.. 1990 RIVERSIDE. CALIFORNIA 92507 Chsoked by: 7-9 Pwg. No.2 CONCRETE CURB AND Approved:W,4b 10 ;. CITY ENGINEER R.C.E. 2512 OCONSTRUCT GUTTER [8" CF PER C I TY OF LF 70 'o FONTANA STD. DETAIL 101) 4 CONSTRUCT 4" THICK CONCRETE SF 2812 SIDEWALK i~il ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STD. DETAIL 104 EA 2 CONSTRUCT CONCRETE CURB CGII CF PER C17Y OF 1_F ®ONLY FONTANA STD. 100 MEDIANS REMOVE BARRICADE LF 46 12 INSTALL ST. LIGHT(580G HIGH EA UNIT 0 _ COiV6 3, RSAMPEQ CV,/M.PAli/W67-T�J� 7C2 ,Y FAY/5L 19 Ocz� QgT/vE �AVE.�IEiVT/y/TH/rs� f�Ur✓TEf'S SF �ffEET _rQ/.OlrE �/�ST�JLL �L-R SETA/L5' T.��.SSffEET =--fA 11 INSTALL STREET LIGHT EA SIGNING AND STRIPING CONSTRUCTION NOTES 1� INSTALL NO -PARKING SIGNS PER CITY OF FONTANA STANDARD NO. R26(S). INSTALL STOP SIGN PER CITY OF FONTANA STD. R1 PROVIDE PAINTED STOP BAR AND STOP PAVEMENT MARKING PER CITY OF FONTANA STANDARD ® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA STANDARD R7/R7A R = G1)RE) �QAW I CITY OF FONTANA CALIFORNIA J.R. MW ASSOCIATES, INC. PUBLIC WORKS DEPARTMENT ool e : Drown by: STREET IMPROVEMENT PLANS so"' "= CIVIL ENGINEERS. LAND PLANNERS R • e • 1 40' LAND SURVEYORS TRACT NO . 14276 ' � Date: Designed by: 2002 IOWA AVE. SUITE 110 R C. /R. B. PADDOCK LANE Sri FOXFIELD LANE SEPT.. 1990 RIVERSIDE. CALIFORNIA 92507 Chsoked by: 7-9 Pwg. No.2 [714] 276-8760M.O. Approved:W,4b 10 ;. CITY ENGINEER R.C.E. 2512