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HomeMy WebLinkAbout2046-10P.V.I.= 1544.89 PROFILE SCALE HOR I Z . 1"= 40' VERT. 1"= 8' 10+ 00 11+00 12+ 00 13+00 14+00 15+00 DATA FINISHED SURFACE Q DELTA/BEARING RADIUS LEN./ IST. TANGENT ELEVATIONS DELTA/BEARING RADIUS LEN./DIST. TANGENT 1 N 64022'19"E 43.00 54.41 t5 Q 55.00 05020'19" 1500.00 139.76 69.93 Q op 59002'00"E la 50.92 • Q ' 54043'49" 43.00 41.07 22.26 s N N V 10.31 �( 00 CU CU 05020'19" 1518.00 141.44 70.77 Q + 54043'49" LEFT TOP OF CURB N- 12.94 Q N 66014'11"W 112.50 4 0 1550- 66014'11"W ^ 67.95 Q N p� 2505031" 62.00 27.96 14.22 tt �-=3g• VC , ON CURE, -1550 58.00 107.72 77.55 Q N N 4' 5.38 0 05020'19" 1482.00 138,09 59.09 t4 N 64022'19-E 1 0.522% 6,41 FINISHED SURFACE C/L 37% NO Nro *m OLO t0aD _ Nal + d' n O 0 M Vor) NN Om W _ CDN LO + +O + ^ to + .- to .- 0 U al + . to N CO'NOS •-- ^ N ^ O al N to OC d' � + � M t\ M O O 117 • to to '- ^ ^ j ^ W N L[) Ol d0 L[) n li7 d� � O a0 t0 U ^;�� "- Lr) ^� if t - 1O I t� t0 Lo l0 LoLo 11) � lA o�� f0'� ON �W 1540- �^ off^ to"' -1540 U L j m N '- r'f >^ IC) ^ d- m �� 01 0 m �� V • �=138.09 + V ti� 15 5.99 M _. � m C71 0- ^ titre o ON CURB PARTIAL ' =27.9 L= 107.72 L=27.9 40' V.C. P.V.I.= 1546.07-0N CB. ON CB. NCB. L19.54' VI=1545.3 V.C. 1550- PARTIAL 30' V.C. P.V.I.=1544.56 -1550 P.V. I 1544.89 FINISHED SURFACE C/L .= 0.522% -0.637% 3. 453° to N p ^ p m to t\ to O O 4.06 7 Nal Nm OM 00 +to '�Ot�o Nto � •NO � 0 OL[� s 00n �� r`to + LCA ++ --to ^� --to ^� ^� ^� U�`+ NtA ^� Lo OLD NU Mlo ^� + ^ a�l(MU 1540- OM ± �- �to m o � �. � o '�O � ^ to if ^ ^ ^ W�Nd� ,� � � L m��- O CU IL� � W roi r7 -d: -- �- MN M m 1540 117l� md' � > CO^ 0aD �d-.- �. ^ N* o 011e to T 0-(U* toN ^ > W m U^ > to . Mt7 �+tul>^d.^14. m d+-�N��^�t to n d p p ^m al + CD 30' V. C. __^ �tn+t�+�tn + N ret I=1544.6 W ^ �" �I ^ �i + r = 139-76 '- L= 41.07 �l ' W O lU 100' V.C. 1550- _ 40' V.c. 77.7777 -1550 vi=1545., RIGHT TOP OF CURB-\ 0.522% -0.637% I 76�: Ott Olf LL+ + 'Cn NOm O •00 Odd- pco -� 0 Id- tin jo*to ++ ^L ^L ^0 Ua1+ + N� (�U^0 N LOU P7 L[7 +� ��` t\a0 lf) O lA l0 11) W CU lA lA m Ifs N W '- P7 ^� d + r) 't •I�1540 U3 N - --o��m^�-� �-- 0 to ^ to LO 1540 o-^�^U to m >^ ^O^ ^m U^ ^ald - W m m U Lr) 00 V)- j W m d' ^ N N ri�• P.V.I.= 1544.89 PROFILE SCALE HOR I Z . 1"= 40' VERT. 1"= 8' 10+ 00 11+00 12+ 00 13+00 14+00 15+00 DATA FINISHED SURFACE Q DELTA/BEARING RADIUS LEN./ IST. TANGENT ELEVATIONS U 1550- 1540- 1550 1540- N al 1550- 1540 - DATA 4 � U � o_ DELTA/BEARING RADIUS LEN./DIST. TANGENT 1 N 64022'19"E 43.00 54.41 t5 Q 55.00 05020'19" 1500.00 139.76 69.93 Q N 59002'00"E la 50.92 • Q ' 54043'49" 43.00 41.07 22.26 s N 64022'19"E ltd N N + 10.31 �( 00 CU CU 05020'19" 1518.00 141.44 70.77 Q + 54043'49" 25.00 23.88 12.94 Q N 66014'11"W 112.50 4 0 N 66014'11"W ^ 67.95 Q to r 2505031" 62.00 27.96 14.22 tt �-=3g• VC , ON CURE, 106024'51" 58.00 107.72 77.55 Q N 590 02' 00"E ' 5.38 0 05020'19" 1482.00 138,09 59.09 t4 N 64022'19-E 1 m 6,41 U 1550- 1540- 1550 1540- N al 1550- 1540 - DATA 4 � U � o_ DELTA/BEARING RADIUS LEN./DIST. TANGENT QUANTITIES N 23045`49"E DESCRIPTION UNIT H.1 PH.2 PH. 43.00 2.2 t5 33°54'05" 55.00 38.46 aD J IL 35.00 151.37 52.08 la L0 • • 44.00 ' N 90000'00" 25.00 NO - - o_j N 2304549"E ltd N N + 130.00 �( 00 CU CU N t3 !n ' OADJUST + .. to O to .-- 4 "' to 32+00 Q DELTA/BEARING RADIUS LEN./DIST. TANGENT QUANTITIES N 23045`49"E DESCRIPTION UNIT H.1 PH.2 PH. 43.00 2.2 t5 33°54'05" 55.00 38.46 19.81 t8 247048'10" 35.00 151.37 52.08 la N 23045-49-E 44.00 CONC. CURB & GUTTER (8" CF LF t9 90000'00" 25.00 39.27 25.00 ©° N 2304549"E ltd N N + 130.00 �( 00 N 0 d' ltd to 117 to to t3 !n LEFT TOP OF CURB SHEET QUANTITIES NO. DESCRIPTION UNIT H.1 PH.2 PH. 2.2 0%M 13 5 OF 95% TONS to O�14- 0 OCONST. 3 CONC. CURB & GUTTER (8" CF LF L tr 21 PER CITY OF FONTANA STD. DTL. 1011 d- to n ltd N N + lA d- l0 0 �( 00 N 0 d' ltd to 117 to to t3 !n OADJUST t� to CITY OF FONTANA STD. DETAIL 104 to .-- 4 "' ^ Q Q 2 r 30.274• ` 1/C -9 0'. �Q CITY OF FONTANA STD. 104A O �-=3g• VC , ON CURE, 6 P U! _. /545.94 L= PV /= /54G,7o 75.685 V ' ON CB. m ON C� PVI= /545.62 U �' ON CB. m -\ FINISHED SURFACE C/L e 33+00 34+00 -1550 1540 Z -1550 IL Z W -1540 -1550 1540 QUANTITIES FOR "G" STREET o N LY . SEE SHT.#5 FOR "H" STREET 4 O 1 OCs CU d- a ^ CU O CZl + + r7 12+00.56 B.C. -- --- --- - - �� -- T �h GT 1411 �--gip 11 SEE LEFT -13 L=35.41 - I Lam" C v t t.. U 6' a_ /S =15.94' . W L=5.96 ��� �FJ5A5.�CO _ 1 g ?� 1i0Mi 03 0• - , N 1 I I 3 � cv -,- � ao J - r 6. / C Q L=23.45 III CU tp o ,39 �9 - in ,3 B E `� \ �� �- � ` I I I,� p ' N to I I I °D ro CD Ln L ' i Cts N to CO I� U 1 Qt1 2 �' F , r7 L[) O - • 10 l �� r,11 1 n , p•r 5 L © i 0 Q \ cox) �. lv O + V ^ d- n r) of C� rn d- r� �- r71I I N m + O• X11 1 .27 4 �,52.6� A5 ,25 A 15 A�5. 1 Sg�t3 \ 1S 8. / //�� 3 , • �,�_� + I I 0 to to 11 1 r7 CLJ L= 33.7g �1 1� k64 3 �5 s 5 S \ �S S, -� 13 98.67 B.C.R. _;�13+98.67 L=1t 57 1 1 C• N 3 s 5 2 11 X1,1 1 2 E• � ,�o ,2 13.7 � 6 '.� //a°`' gyp. %� �''i 4% .C,R. 3 1 11 �/•2 1 1 Ly�S t3 �O 5A5. 2Fj 92 6 c,> G, 6olg• 2� • 1 ///t•� /// 10 5 10 _ Q 44.00 L=32 S9 1 11 ` \ \� .� Q 1155. 5p. .SD s !!'• t / ///// 45. O t9 t9 1545.8518 . 6` 3 S / 1542.76Ilato 11 r, 62 t4 1� 5 ,�5• Sg •Sp/ /// _ 1542.09 2� t ,5� 1543.99 1544.88' 1546.62 11 1 1 4 • L g. '� ©� 'S N 23045'49"E 142.78 F.S. t� X54 6 �j 0 // � m 1542.53 � F.S. 32 1543.48 �� - 1 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES SHEET QUANTITIES NO. DESCRIPTION UNIT H.1 PH.2 PH. CONSTRUCT 4" AC OR. EQUIV. SECT. SF OF AC ON AGGRT . 11 BASE OVER 13 5 OF 95% TONS 12" COMPACTED NTVE. SOIL 0 OCONST. 3 CONC. CURB & GUTTER (8" CF LF L tr 21 PER CITY OF FONTANA STD. DTL. 1011 2523 CONSTRUCT 4" THICK CONCRETE SF SIDEWALK OADJUST MANHOLE COVER TO GRADE PER EA CITY OF FONTANA STD. DETAIL 104 4 V% ail 2 10 CONSTR. RAMPED CURB RETURN PER EA - W CITY OF FONTANA STD. 104A 11 INSTALL STREET LIGHT EA \4 A / 1542.75 F. 1545.5 . ,M , ars • °� D r r h�` // - - 11 rn 4.41 5 �' 3 t0 0 U 13x 2 \\ �'� : _ 1542.09 1544 _B8,1©° 11 1 X54 X9.92 W m W 9 ./ (D 86 r // / -- O 1545.88 1 11 ,� U. 4 •10 0 4� o ao 1 1 /// 13. 9 45.9 'a 45.95 24.1 1 L=26. �°' 6 _ TKACT 11 1 1427 (0 4&A 11 1 y /��; 2 ,2� �- Ln �o O43.56 11 / a}� rn d- co / // - y �� 33+78.20 �j 1 2 G • + + + // �� / / 14+41 .5�. F7LLY Lf1NE © J L-5.58 RADIUS PT . e• h2 N N �i2 � /// � � = 32+ 35.42 .dit/�-_`f �r�!' -- 10+00.00 -44NE- `^' //i/ / U - i-� --- JC2 14 25+21 .27__:'QssOE 1 11 N \� - // _ 1 w 33+58.68 P.R.C. 1 11 ✓ `� y TIZ A CT 1421(o 5zL �� Z,a , /// C1� 32+ 35.42- LOU7PT 29.05' RT. The information on this drawing is ohtainPd from others and kv�y -� l_1 -14+41.57 -EILLl must be verified in the field h anyone orior to Use Or F R S F� w _ construction• HALL & FOREMAN, INC. is not responsible for :.y.,'k,z s d rs a J` Y _ - R N�� FILLY L p1 N E j - underground facility locations or depictions. All above ground a, ® 416 facilities n f_ c tees ca be readily seen and vr�red by the �at��1$ thgt '�. V € : y O C�._� �4_IV D PRIX -----COURT intenO to use same, - REVISIONS Engineer City BENCHMARK: C I Ti OF FONTANA CAL I FORN I A No: Disori tion: A roval Date: ���QQ Approval o v a 1 Dote : .Jd'"• KAPP � ASSOCIATES, ATES� INC. I ) PLANS PREPARED UNDER THE DIRECTION OF: _5:t�EE�/Y.�/1E_.�'LlPpATE� PUBLIC WORKS DEPARTMENT cry - 6, r SIDE OF BASELINE 220' E' LY OF CHERRY VIL ENGINEERS, LAND PLANNERS dwATE TACT F9AS1NG ��-13-°15 � � 3•Z1•7r FWE 43 - R R SPIKE IN EPBY PP#1535663E S'LYDrawn by: Soals: EAI. M .. . R B STREET IMPROVEMENT PLANS 1 40 EAI) '1IMFI&W --_ " �� _=F�ECO_RO.=��ORRA`Y/�/� -F0,4 F/LLYLANE ��9AND - - - _ +%- AVE.. ** _ J . P • MYREI STRA . C . E . # 220 5 E f'!P/. -IJRT _ __ _ y-ZL-97 LAND SURVEYORS Q TRACT NO. 14276 •- Si IC EXPIRES 9-30-93 Designed by: Date: ELEVATION = 1313.04 2002 IOWA AVE. SUITE 110 FtLLY-LA-N E. GAND-PR IX -CT, S E P T .. 1990 s RIVERSIDE, CALIFORNIA 92507 Chooked by: 7.9;3 Dwg. No. 10 [714] 276-8760 SI Approved z _, G`'��"p''��` 5F--® � 10 M. 0. L CITY ENGINEER R.C.E. 2512(. ■