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HomeMy WebLinkAbout2046-3LEFT TOP OF CURB (S" cuRS� L=39.27 PROFILE SCALE °"' "Re, g L=86.08 HOR I Z . 1"= 40' ON CB. VERT. 1"= 8' 10+00 11+00 12+ 00 DATA DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 N 8905845-W + ^ 37.31 �� Q 90000,00" 43.00 67.54 43.00 Q N 0001'15"E ^Lo 55.84 0 Q 21006'45" 815.00 300.31 151.88 Q 13025'00" '815.00 190.84 95.85 Q 11043'00" 527.04 00 54.08 Q 90000'00" 25.00 39.27 25.00 0 34031'45" 797.00 480.31 247.70 0 11°43'00" 509.04 104.10 52.23 PER CITY OF FONTANA STANDARD DETAIL 104 117- O@) ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 EA. 3 O O W O10 CONSTRUCT RAMPED CURB RETURN EA. 2 0 co co 0 ^ C7 u1 Ll N CONSTRUCT LOCAL DEPRESSION #2 N LS 264 to m U PER LACFCD STANDARD 2-D88 11 INSTALL ST. LIGHT EA. 2,000% SEE STORM DRAIN PLANS t0 Q1 ^ LO O �t' m LO M CD to 6 a_ Om M^ Ln 0 - 0.872% 00 •+d- 1r! Lod �_ LO - m 1510- Ln co LOM m ^Ln ^ .-- +ALO l0 In ^ ,- O l0O OO Od- LO + + • + ^M ^ OOM t0 01 N N O M M N N ^ --M ' l0 + N•- N O ^ + t+D • 01[D N t0 t0 d- 1* M d- LO l0 o N 0 rn 00 N O N O ^ ^ ^ -- ^ Ln � L= 37.87 L= 37.87 N ^ � ^ � o m m 0 m 0 rn rn cn rn rn rn 0 0 0 o 0 0 0 0 rn rn 0 0 o m o Ln 0 U ON CB . ON CB . L= /48.43 oN Cva 13 L= 111.46 +00 0 o Ln Ln Ln Ln Ln Ln Ln Ln Ln L1 to Ln Ln +0 '- Lo ^ > w ON GUR13 -- •^ ^ > 100' V.C. FINISHED SURFACE ® C/L � m P.V.I.=1510.84 0 t0 1500- + _ - 7.96 y ON CB ON CB ON CB . L = 260.32 2.000% o - . . ON cuag o L= 199.34 0 ^ ON CB. 0 to � � •- •- o^ tom_ C66 oto ^ ^ . + Ln 0 •- M LO LO ^ ^ oto co -_ 1510- 0.499X 0.499% _0.872% ^ o L 7 d- FO ^ �m O � l0 to LO M LO N l0 O ^ l0 LO J r - co � O * O+ t0 0 10 to O ^ + 4 N d- + + • _• M •- \ LO 0 LO 0 co N 100 NO NO ^LO ^ �^ OQ1 .-01 UlO�et ^01 10010 01-- Nal mU NO ^ ^ ^ � .- L=107. S ^ N 0 a110 m N 0 01 0 LO 0 O N * 0 Ol a] F0 � ^ ^ 0 l0 l0 m 0 + 0ILD O � O L O1 to + + LO .- 0 ^ > w 0 •- W LD0 O .- .- .- LO > 100' V.C. R I GHT TOP OF CURB ^ .- ^ LOLO ^ � M '- l0 Col.*P.V.I.=1510.61 6 cuRt3 o > O 1500- + 0 o L = 6 7 54 ^ 2.000% 0 L= 91.16 7- 100' V.C. o* COciP.V.I.=1509.32 +O cD 0 d- t0 1� 0 U O CD ^ l0 C:) d- LO LOLO ^ O co ^^ -,. �,8 i 0.523% _ _ . 86 0 0.873% o Iii Ln ^ LO m 1510- _ 0 0 �, co Lo to O rn N M m o .+ ^ ,.. LO , �LO � Od• ND NO Nr- 0 O1 Ln •0 N01 .tp UO NO ^ _ � ^ll7 LLCM ^U l++ _ 14.0 LO Ufa ^� ' O Ot m Oltn 171 W Ot + m O ,- > oLon r Lon Lon L0 ILO .- .- > 100' V.C. w ^^'- LO ^ rn to m P.V. I t M m .=1510.84 0 o to 1500- 1. + + } L=39.27 PROFILE SCALE °"' "Re, g L=86.08 HOR I Z . 1"= 40' ON CB. VERT. 1"= 8' 10+00 11+00 12+ 00 DATA DATA Q DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 N 8905845-W + ^ 37.31 �� Q 90000,00" 43.00 67.54 43.00 Q N 0001'15"E ^Lo 55.84 0 Q 21006'45" 815.00 300.31 151.88 Q 13025'00" '815.00 190.84 95.85 Q 11043'00" 527.04 107.78 54.08 Q 90000'00" 25.00 39.27 25.00 0 34031'45" 797.00 480.31 247.70 0 11°43'00" 509.04 104.10 52.23 L= 480.3 ou CuRa L = l (J.'1• . 1L ON CURB O V 111 N Lo •-- N to rn LO I. :FE N W 0 •- N 0 rn 0 N O U _:w N l0 co t0 ICD LO + om CO •- N LO oto o - N Ln m N LO -15,30 13+00 14+00 15+00 16+ 00 17+00 18+00 19+00 20+00 CONSTRUCTION NOTES AND QUANTIY ESTIMATES Q LLQ LO Nm LEN./DIST. 010 o�- 0^ + ^ om �� CPL,;~A + LO U ^ + m d" r- N 0 cu °'N Lo ^Lo _`°cNcu-15 ^+In 0 13 U^ > O1- 37.87 23.64 m 17054'20" 833.00 PARTIAL 100' V.C. 100' V.C. FWE 43 - SIDE OF P . V . I . =1525.84 P.V.I.=1525.61 16 25050'31" 62.00 _150 13+00 14+00 15+00 16+ 00 17+00 18+00 19+00 20+00 CONSTRUCTION NOTES AND QUANTIY ESTIMATES Q LLQ LO RADIUS LEN./DIST. 010 Ln GD + + • 01 L0 � 0^ + ^ °'N Oto + rnLO�� + LO U ^ 545.04 ^cu �cu 55.92 0 cu c L't.N 15 0 LO U ^ + LO 13 P.V.I.=1525.84 i 25.00 37.87 23.64 CD 17054'20" 833.00 PARTIAL 131.23 15 100' V.C. FWE 43 - SIDE OF 18.53 P.V.I.=1525.61 16 25050'31" 62.00 _ 150 13+00 14+00 15+00 16+ 00 17+00 18+00 19+00 20+00 CONSTRUCTION NOTES AND QUANTIY ESTIMATES Q Lr) OD RADIUS LEN./DIST. O it- Ln GD + + • 01 L0 � 000 +01 it -- CU . °'N ^LO LO to Lo ^ cu -1520 LO + LO U ^ 545.04 CP ^ 55.92 m 10012'35" PARTIAL 148.43 100' V.C. 13 P.V.I.=1525.84 i 13+00 14+00 15+00 16+ 00 17+00 18+00 19+00 20+00 CONSTRUCTION NOTES AND QUANTIY ESTIMATES Q DELTA/BEARING RADIUS LEN./DIST. TANGENT to N 45016'00"E 216.54 tt 11043'00" 545.04 111.46 55.92 0 10012'35" 833.00 148.43 74.41 13 86047'35" 25.00 37.87 23.64 8 17054'20" 833.00 260.32 131.23 15 N 0001'15"E FWE 43 - SIDE OF 18.53 [8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 16 25050'31" 62.00 27.95 14.22 17 141041'02" 58.00 143.43 166.95 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL �.F. 734 A 3 SEE S HT• NO. 2 � q LANE - F�ELD s °O • FOX M s A_ U)r � � a ' 10 � 3 � q � A ' 3 3 _9 = . 46 N _ O �► 3 I o � � �. 2 z � L •• 1 o0 . Ln 4. ao A M 3� +w I II II I LO �' LO 41 I II q II I ,34 E •C'R' .� N 13 0: 43 to 3 .� to 6 3 9 11+43.34 I I I,h�S h51 10 N =3 9 p '�� B �o - 5�6 • �0 3 4 • ro 3 3 T o _ X13 L= 40.65 L=45. 12 ►xm iL=45 .5 lbu414 10 GLS tV7� / 3 z 3 1515.97 1 5.05 tT qj I (, L 1%t5, F-1�l��.Oc�,��� '`- c� 45' ,} 15 �i 6�8 8. ,� s I I I I og �3 ,, # N - - 5.12 151 �• - 15� �0 t I QUANTITIESA4 .� •?•�?�, 311 I >,hly0$ cr��ti , i - \` 2 L=4 t 15 16 131 •9� g - D 3 9�J L,�S • 14 8 6 5 • I) X521 •° ° y° 'C) jP O �� d 14 Q4 I g 6 , . 46. % It % •�� 6 4 - 5.�2 I L-51.74 L=51.74 L=51.74 Q00 � O \ �\ vt Q° �� •� _ 3-�' 3 L=51 .74 I I 3 4 3 �. L=21 .98 L= r i 6` � 4 p 4 3 2 29. 18 03 tp � 1, O 0�• �6 8.34L'S2. 1521 • 48, 00 ^ O 14 13 10+79.B�#3. W=10' �� V'�'6 9 O 40 18 � • V6 .� OS�� 10.19 �O L-51 ' 3 a ; `"� i X20 - N 46o t o ^ro 0" LOCAL DEPRESSION DETAIL ��' � �' A �^ �� - �� � � � i 3 ►`' 3 �' • 4j 16'O h � g8• oo rn M 13 �"` L=23.4 \ �� 3 - O L 3 3 � ' " •o ° 7 4 © 9 3 O r 1- � 1, N O E 0� NTS 75, -51 ' 9 a % v � 28 2 7� � j 26 `� �3 �. 3 `�► ►, � ` 16.5 To,Q� 06 t s ,50 3 r� 3 �- 29 c�5 �,, l �� c'` g-. 00 10 4 + N U NT CLUB DRIVE 24Vr 3 tip, �9 �5°9 • . _Q G -9 cn ` 31 - - 11+85.00 1` OX F I E L D LANE �3 (� N� `? 4 gam, 00IN E , y � 5 •p0 a � .. �� 3 � '' �M �� � 1525. l7 40 1509,33 .�� 15°g •7° ,2•�2 N 3� �2 `9�� 1 1 '00` ('� D 33 21 Qo 721 10 1 �D t o 17 1 3 � 6 � �� ,7`Z uu to ELEVATION 6 Tr TABLE J 1 ti 1'SANIT AR . C ti °k ZG ,� • X ao G Z. ... ESM T 9, 5 Ci ,� 1D ® t� u SEWER _ _ _ `' G'L s> N �C/ .oBos 0 N 6 'I` j 9\S Y • \ 9.45 of Qi M �•G co <�A � 1 •tom Lin Lin �� vvv...!!! HUNT CLUB DRIVE O e 90 X�� 16 \ A 'C 'C/ 6 J . ZI �° b �� • L=8. 96 ` yo _ s a 10 V� I G •�2 . 1GJ N 1509.90 I �y XAIC) O x°° a�.02 � �G h0 LOCAL DEMES610N PSTAIL. I y, 13 �P F NTs fFRFAl PLANS PREPARED UNDER THE DIRECTION OF 1 F . 22015 y 93 J. P. K PP i .C.E. # 22015 DATE WY Y REGI STI A' ION EXPIRES 9-30-93 SHT ITEM DESCRIPTION UNIT H.1 PH.2 PH. OCONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S.F.. 3 41 AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL TONS Engineer Q OCONSTRUCT CONCRETE CURB AND GUTTER L.F. 196 FWE 43 - SIDE OF R.R. SPIKE IN E.P. BY PP# 1536663E S' LY . BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 [8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 =5` 7PE�'r_/YA�1E.s `/P�AT� /-8 • Z�• yt 3 /NOEL?SE 5_W/C I77ivt. FtZoM_ 6' T 9J' _. p 4 R015E0 LOT Q5 LOT5 7 8 TR 14276-2 PER RECO&O 0)AP +98-97 O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK S • F • 7855 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL �.F. 734 PER CITY OF FONTANA STANDARD DETAIL 104 117- O@) ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 EA. 3 O10 CONSTRUCT RAMPED CURB RETURN EA. 2 PER CITY OF FONTANA STANDARD 104A u1 Ll N CONSTRUCT LOCAL DEPRESSION #2 S.F. 264 PER LACFCD STANDARD 2-D88 11 INSTALL ST. LIGHT EA. 1� SEE STORM DRAIN PLANS .� •?•�?�, 311 I >,hly0$ cr��ti , i - \` 2 L=4 t 15 16 131 •9� g - D 3 9�J L,�S • 14 8 6 5 • I) X521 •° ° y° 'C) jP O �� d 14 Q4 I g 6 , . 46. % It % •�� 6 4 - 5.�2 I L-51.74 L=51.74 L=51.74 Q00 � O \ �\ vt Q° �� •� _ 3-�' 3 L=51 .74 I I 3 4 3 �. L=21 .98 L= r i 6` � 4 p 4 3 2 29. 18 03 tp � 1, O 0�• �6 8.34L'S2. 1521 • 48, 00 ^ O 14 13 10+79.B�#3. W=10' �� V'�'6 9 O 40 18 � • V6 .� OS�� 10.19 �O L-51 ' 3 a ; `"� i X20 - N 46o t o ^ro 0" LOCAL DEPRESSION DETAIL ��' � �' A �^ �� - �� � � � i 3 ►`' 3 �' • 4j 16'O h � g8• oo rn M 13 �"` L=23.4 \ �� 3 - O L 3 3 � ' " •o ° 7 4 © 9 3 O r 1- � 1, N O E 0� NTS 75, -51 ' 9 a % v � 28 2 7� � j 26 `� �3 �. 3 `�► ►, � ` 16.5 To,Q� 06 t s ,50 3 r� 3 �- 29 c�5 �,, l �� c'` g-. 00 10 4 + N U NT CLUB DRIVE 24Vr 3 tip, �9 �5°9 • . _Q G -9 cn ` 31 - - 11+85.00 1` OX F I E L D LANE �3 (� N� `? 4 gam, 00IN E , y � 5 •p0 a � .. �� 3 � '' �M �� � 1525. l7 40 1509,33 .�� 15°g •7° ,2•�2 N 3� �2 `9�� 1 1 '00` ('� D 33 21 Qo 721 10 1 �D t o 17 1 3 � 6 � �� ,7`Z uu to ELEVATION 6 Tr TABLE J 1 ti 1'SANIT AR . C ti °k ZG ,� • X ao G Z. ... ESM T 9, 5 Ci ,� 1D ® t� u SEWER _ _ _ `' G'L s> N �C/ .oBos 0 N 6 'I` j 9\S Y • \ 9.45 of Qi M �•G co <�A � 1 •tom Lin Lin �� vvv...!!! HUNT CLUB DRIVE O e 90 X�� 16 \ A 'C 'C/ 6 J . ZI �° b �� • L=8. 96 ` yo _ s a 10 V� I G •�2 . 1GJ N 1509.90 I �y XAIC) O x°° a�.02 � �G h0 LOCAL DEMES610N PSTAIL. I y, 13 �P F NTs fFRFAl PLANS PREPARED UNDER THE DIRECTION OF 1 F . 22015 y 93 J. P. K PP i .C.E. # 22015 DATE WY Y REGI STI A' ION EXPIRES 9-30-93 J.P. KAPP ASSOCIATES, INC. CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 17141 276-8760 Q4ff ESSIO,,�A No. 25742 Exp. 12-31-01 ATF OF C Al kF 01 K�CARD DRAWING FDR �PAR.ED D`/: DENS 'ia'1lEL(11FlNN ) RCS 25"ly2 JZ4t,�- y/3j /f9 RECCRn IMG CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS scale: R.B. 1 "=40' TRACT NO. 14276-1 + -Z Data Designed by: R.C./R.B. -HUNS' CLUB DRIVE SEPT.. 1990 Cheoked by: Lc�GC��u. � 7 93 Dw . No. 3 M. 0. 5� Approved: -204) - t CITY ENGINEER R.C.E. 25126 � 0 d� REVISIONS Engineer City BENCHMARK: No: Disori tion: A roval Date: Approval Date: FWE 43 - SIDE OF R.R. SPIKE IN E.P. BY PP# 1536663E S' LY . BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 I PHASE REVISIONS - G •ZZ• 9 =5` 7PE�'r_/YA�1E.s `/P�AT� /-8 • Z�• yt 3 /NOEL?SE 5_W/C I77ivt. FtZoM_ 6' T 9J' tl PDQ"C[✓ T9ACT Ply ASIN � it -13- 5 �-�-� 11 • af•y� R015E0 LOT Q5 LOT5 7 8 TR 14276-2 PER RECO&O 0)AP +98-97 RECORD ID RA W I N 6 !j- F0P_ 1 L(2 -1 L? 6T L,1-28-" J.P. KAPP ASSOCIATES, INC. CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 17141 276-8760 Q4ff ESSIO,,�A No. 25742 Exp. 12-31-01 ATF OF C Al kF 01 K�CARD DRAWING FDR �PAR.ED D`/: DENS 'ia'1lEL(11FlNN ) RCS 25"ly2 JZ4t,�- y/3j /f9 RECCRn IMG CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS scale: R.B. 1 "=40' TRACT NO. 14276-1 + -Z Data Designed by: R.C./R.B. -HUNS' CLUB DRIVE SEPT.. 1990 Cheoked by: Lc�GC��u. � 7 93 Dw . No. 3 M. 0. 5� Approved: -204) - t CITY ENGINEER R.C.E. 25126 � 0