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HomeMy WebLinkAbout2046-81530 - PROFILE SCALE HOR I Z . 1"= 40' VERT. 1 "= 8' 1520- t 19+00 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0t N 85036'00"W 12.79 41.68 Q Q 25.00 70038'11" 43.00 53.01 30.47 Q N 23045'49"E t4 P.V.I.=1545.52 �- Q 49023'30" 43.00 37.07 19.77 Q N 25037'41"W 25.00 79.44 11.50 1Q N 25037'41"W 400.04 165.39 8 0 25.00 8.88' 62.00 27.96 14.22 1e 15.71 122019'13" 58.00 123.82 105.33 Q N 23045'49"E 319.54 t0 t 101004'32" 58.00 102.32 70.45 -1550 LO -1.841% LO -0.50% PER.OETA/L5_`OrYSff�T2 1 3.40% o to tqr- PO ^ \ \ LEFT TOP OF CURB N� o 7 0mLON �N ^° �` 111 N 'n Lo + "4' -� N -1540 N LD N W In M N -- 0 O d- L[) W LOo L0i� rjrn rn0 o Lo r:o 80 V.C. W W LO 0 0(n CU ter\ N� N� N� P.V.I.= 1546.42 Lo -- otn Lo Lo + P) to N M * LO 00 (Urn +CU to N M L0 CU 2.356%0 OM Nd- N Lo N NM LO Ln U 1530- 0 LO Cn CU CU) N LO LO°° -1550 + LO L=21.552 -TRANSITION -FROM Cvri ON CB. 55' R/W TO 66' R/W L •Orn Ln m d -N o to UO L) Mr\ �m cWNCU PARTIAL 200' V.C. oN + N u) .-M P.V.I.= 1536.56 3.403/• kn H O '0 rn ILO' N o N 6�1• l(j "' t,ri N N o N 4 _ 15 0- CD rn + N to rnt- tn " , N V41•��_ i, Lam^ U3 �- . -1540 N + Lor\__ + + F INISHED SURFACE C/L MO N� �' �-� 0 So V. �� m N � `U + Lo 00 U-) N 0 coo + ^ W �� 0 H 4 P.V. I .= 1546.30 41 ) CU L = 30.9Z CU * +) CU POM of r) CU 0 LO N ON CURB ON N(M O +O rn . PO NM N� ^ 't to O Cu N LL) tD LC) M + • M N to N P') L0 Lo > LL LiJ^� � N V v 2.356% 00 + + NM CU LO L0 ^ , 1530- O 0� N N Nr d- N M LO LC) d' 0 CCU N -1550 CU M > ^ N o 0 r i o r° L[) °° 200' V.C. L = 37. D7 N 6 -1.644% _ = 1536.43 ° ,ito ON o 0 mN Lei of CU C71P.V.I. CU V N N*N� o r\ LO CU QD too n� _ � MLN .- + ++ toL6 + LO rn N N A' tCU o (31 o 'n two dam- LO N lL CU lo- LO + N 15 0 �, °' aN N C co N � -N NLn Lo qt -1540 + rn RIGHT TOP OF CURB 2.x61°�° •Cu rn ^>� cul rn O M N LC) 0- -- LC) CD MSD o M M Lo 0 o CU O N cu if r7 r7 L- > W L= 55.01LO o N N � +� �P`? W PO do-- d0- * �t d- d- N- a0 P.V. I .=1546.42 I Ln N o rn + M as rn In Ln Ln Ln Lo Ln Lo to d- = L= 39.27 _ r\ N ± nn. .b CU M to LO PO .- nm ra ON CB. 1530 - PROFILE SCALE HOR I Z . 1"= 40' VERT. 1 "= 8' 1520- t 19+00 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0t N 85036'00"W 12.79 41.68 Q Q 25.00 70038'11" 43.00 53.01 30.47 Q N 23045'49"E t4 406.63 �- Q 49023'30" 43.00 37.07 19.77 Q N 25037'41"W 25.00 79.44 11.50 1Q N 25037'41"W 400.04 165.39 8 0 25.00 25050'31" 62.00 27.96 14.22 1e 15.71 122019'13" 58.00 123.82 105.33 Q N 23045'49"E 319.54 t0 t 101004'32" 58.00 102.32 70.45 20+00 21+00 22+00 23+00 24+00 DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT t l 11049'12" 62.00 12.79 6.42 Q 104001'19" 25.00 45.39 32.01 19 1 90000'00" 25.00 39.27 25.00 t4 N 25037'41"W �- 83.49 l5 N 25037'41"W 210.22 Cu Z j - - 8 49023'30" 25.00 21.55 11.50 8 N 23045'49"E _ Yah a 400.04 q 8 70038'11" 25.00 30.82 17.71 0 18(7'00' 00" 5.00 15.71 CC), 1542.49 FINISHED SURFACE FIN ELEVATIONS N o a 1528.07 o �- b 1528.19 N Cu c 1528.55 d 1528.93 25+00 25+ 00 r i 27+00 . \ 0 \ 26+ � .� �D�✓E.��D_�!1'��'' =20+24.82 BRIDLEPATH DRIVE Stj 1� \ 19+838 • B.C.R. -, zt�1 1 TIF A �j _1 4_0:zl_� •+ ? 3 0, 2 6 Y5145 .4 o� 25+21 . PZ::& fli WOL-OE; 1! Y 544 i 80 A =10+ 00.00 - o � h�0 20 49.15 3 1 1 4S; 48 ham• �� 44.8 Ox •,Q' �j 5 � � G • Ox p 44.02 ' 6S r '+ I CS. F.L. _ •�9 �crSx TZACT 142769-5 GJ 9 ' F� • �S. FINISHED SURFACE ?• ELEVATIONS N a_ �- REVISIONS Engineer City BENCHMARK: No: Disori tion: A ,oval Date: Approval Date:- PLANS PREPARE UNDER THE DIRECTION OF : �=sTiQEET ��/1ES UP,OATED /�B G• 2Z• yf - XCRfASE SWA- a/.tel. FiPOM 4.0' ?0 5• o9.1.9S z'HA�YGE,D _ Ct7N5TRUCT/ON /VOTE /9 A/YO B -l6 9.3 -�Ao,Ep ,o�rAfLs o�Y sHE�'T 2 IIPDAiE ��`� �Z��yr FWE 43 - R.R. SPIKE IN E.P. BY PP# 1536663E S' LY . .z•a1.0)�" SIDE OF BASELINE 220' +/- E'LY OF CHERRY AVE. J . P KAPP R . C . E . 4 22015 1 DATE T' -ALT F t AS1 K4 /_• TA yP MY REGIS R TION EXPIRES 9-30-93 1156M o - l-2R,41'//Y6 FOR TRA4-T5' IW76 --6 -3 7 -,?l -P7 - - ELEVATION = 1313.04 CONSTRUCTION NOTES AND QUANTIY ESTIMATES ° G`OrV.ST. yTfl%1PEO CO/YC..�.41!/�1/GTS/!.4TGYE,Y/�!.'O.E�OR�IT/!�'f�.4vE- _ SF, k 1540.11 �r STREET IMPROVEMENT PLANS TRAC T NO . 142761- 4 is_Lr_+%(;`_R_S ES_H GE __ �W,-AY__._.. _ Q. c� c'� ��1,�CJ _ . 1 1540.49 _ -----SEPT., CU `' Approved: ��-G•L� �- 7-93 � - . CITY ENGINEER R.C.E. 251Z&V`i 1540.86CD - �- n 1541.12 20 + Cu Z j - - �x _ - p 1541 . 25_ ro CU N _ Yah a q 1'540.62. - UD v d" o r ,- r 1539.99 J!, CC), 1542.49 , d t 1541 .3 7F - N a_ �- REVISIONS Engineer City BENCHMARK: No: Disori tion: A ,oval Date: Approval Date:- PLANS PREPARE UNDER THE DIRECTION OF : �=sTiQEET ��/1ES UP,OATED /�B G• 2Z• yf - XCRfASE SWA- a/.tel. FiPOM 4.0' ?0 5• o9.1.9S z'HA�YGE,D _ Ct7N5TRUCT/ON /VOTE /9 A/YO B -l6 9.3 -�Ao,Ep ,o�rAfLs o�Y sHE�'T 2 IIPDAiE ��`� �Z��yr FWE 43 - R.R. SPIKE IN E.P. BY PP# 1536663E S' LY . .z•a1.0)�" SIDE OF BASELINE 220' +/- E'LY OF CHERRY AVE. J . P KAPP R . C . E . 4 22015 1 DATE T' -ALT F t AS1 K4 /_• TA yP MY REGIS R TION EXPIRES 9-30-93 1156M o - l-2R,41'//Y6 FOR TRA4-T5' IW76 --6 -3 7 -,?l -P7 - - ELEVATION = 1313.04 CONSTRUCTION NOTES AND QUANTIY ESTIMATES SIHT QUANTITIES ITEM DESCRIPTION UNIT PH.1 PH.2 PH.3 OCONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S. F. AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL TONS 128283 OCONSTRUCT CONCRETE CURB AND GUTTER L.F. 1515 C8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 CONSTRUCT 4" THICK CONCRETE SIDEWALK Sr. F • 5302 O O CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL S.F. U. PER CITY OF FONTANA STANDARD DETAIL 104 O 699 OADJUST MANHOLE COVER TO GRADE PER EA. Q CITY OF FONTANA STANDARD DETAIL 109 �. \5/ O10 CONSTRUCT RAMPED CURB RETURN EA. u.! PER CITY OF FONTANA STANDARD 104A w INSTALL STREET LIGHT EA. 11 CONSTRUCT CONC96TE CUlZ� ONLY ( ro "CF PE R ll 7 lc>l') MD(�NS ® CITY OF FaN ^KJA% STE ° G`OrV.ST. yTfl%1PEO CO/YC..�.41!/�1/GTS/!.4TGYE,Y/�!.'O.E�OR�IT/!�'f�.4vE- _ SF, �E BEET 0 STREET IMPROVEMENT PLANS TRAC T NO . 142761- 4 is_Lr_+%(;`_R_S ES_H GE __ �W,-AY__._.. _ -MF,NT`!!ClH//V HUNtE�s'f�/AGE: 1&_4r7,4_11 CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 Designed b y : R. C. /R. B. Date: 1990 RIVERSIDE. CALIFORNIA 92507 [714] 276- 8760 _ -----SEPT., Cheoked by: M. O• Approved: ��-G•L� �- 7-93 � - . CITY ENGINEER R.C.E. 251Z&V`i Dwg. No. 2046 p� /I 8 1 n PER.OETA/L5_`OrYSff�T2 SIHT QUANTITIES ITEM DESCRIPTION UNIT PH.1 PH.2 PH.3 OCONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S. F. AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL TONS 128283 OCONSTRUCT CONCRETE CURB AND GUTTER L.F. 1515 C8" CF PER CITY OF FONTANA STANDARD DETAIL 1011 CONSTRUCT 4" THICK CONCRETE SIDEWALK Sr. F • 5302 O O CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL S.F. U. PER CITY OF FONTANA STANDARD DETAIL 104 O 699 OADJUST MANHOLE COVER TO GRADE PER EA. Q CITY OF FONTANA STANDARD DETAIL 109 �. \5/ O10 CONSTRUCT RAMPED CURB RETURN EA. u.! PER CITY OF FONTANA STANDARD 104A w INSTALL STREET LIGHT EA. 11 CONSTRUCT CONC96TE CUlZ� ONLY ( ro "CF PE R ll 7 lc>l') MD(�NS ® CITY OF FaN ^KJA% STE ° G`OrV.ST. yTfl%1PEO CO/YC..�.41!/�1/GTS/!.4TGYE,Y/�!.'O.E�OR�IT/!�'f�.4vE- _ SF, �E BEET 0 STREET IMPROVEMENT PLANS TRAC T NO . 142761- 4 is_Lr_+%(;`_R_S ES_H GE __ �W,-AY__._.. _ -MF,NT`!!ClH//V HUNtE�s'f�/AGE: 1&_4r7,4_11 CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 Designed b y : R. C. /R. B. Date: 1990 RIVERSIDE. CALIFORNIA 92507 [714] 276- 8760 _ -----SEPT., Cheoked by: M. O• 1❑ INSTALL NO PARKING SIGNS PER CITY OF FONTANA STANDARD NO. R26(S). INSTALL STOP SIGN PER CITY OF FONTANA STD. R1 3 PROVIDE PAINTED STOP BAR AND STOP PAVEMENT MARKING PER CITY OF FONTANA STANDARDf ® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA , STANDARD R7/R7A AM © kLCORD DRAWING The information on this drawing is obtained from others and mast be verified in the field by anyonp prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility -locations nr depictions. All above grnund facilities can be readily seen and verified by the parkes that in v, use; SAS• RECD Rb DE&W IMG CITY OF RONTANA CAL-IFORNIA J.P. KAPP AS I ATE S, INC. ° PUBLIC IJORKS DEPARTMENT Drawn by: R • B. STREET IMPROVEMENT PLANS TRAC T NO . 142761- 4 is_Lr_+%(;`_R_S ES_H GE __ �W,-AY__._.. _ '90" 1 •• =40' CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 Designed b y : R. C. /R. B. Date: 1990 RIVERSIDE. CALIFORNIA 92507 [714] 276- 8760 _ -----SEPT., Cheoked by: M. O• Approved: ��-G•L� �- 7-93 � - . CITY ENGINEER R.C.E. 251Z&V`i Dwg. No. 2046 p� /I 8 1 n I