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HomeMy WebLinkAbout2046-41510 C C + C cr 1500- 1510- 0 N 0 t0 OOl 0 LO 1500- 1510- 0OOi 0C1 O LO U^ > C13 1500 - PROFILE SCALE HORIZ. 1"= 40' IVERT. 1 "= 8' DATA Cn oM 0 to LO N p d CO '';N LO (M r0 to ALO Rl^ + CU +O� M^ NM LO LO O1 CU ' M^NM ^ M W ^ ^^ ^ '- .- .-• N - + ^ � 0 10 Lo ^U •- ^ •- lO ^M ^ co ^ -- 0 Lo Ln lIl N^N^ •- LO LOL!7 LO 11� m N Q .- ^ LO 982.00 M 78.77 > W N 85036'00"W U 369.32 > ^ v 09°10'20" 1018.00 >100' V.C. W031 . > 982.00 . 41.10 -P-.V.I.= 1511.45 °° P.V.I.= 1511.68 = 39.27 ON CB. L= OL*'. It) oN CUR& 0.647% oM RADIUS LEN./DIST. Orn o - to . ltd U O U CU LO LO O1 CU -U ^ M W N a] LO '- I N dM LO lA + N O •- ^ •- lO ^M ^ co LO -- 0 Lo M •- LO LOL!7 LO 11� m N Q + ^ 982.00 M 78.77 +1 s L= OL*'. It) oN CUR& 0.647% DELTA/BEARING RADIUS LEN./DIST. TANGENT LS 1509.90 04047135" 00N NM p r Nd4.. OIC LO LO O1 CU -U 7:� pN 160.09 80.21 LO r) I N dM OM + • + N O + CU .- + M^ N --- N ^ ^ ^ ^M ^ CU a] LO -- 0 Lo LO •- LO LOL!7 LC) 11� m N Q ^ 982.00 157.20 78.77 +1 s N 85036'00"W U 369.32 > ^ rx 09°10'20" 1018.00 >100' V.C. W031 . 04°47'35" 982.00 82.15 41.10 -P-.V.I.= 1511.45 N N FSTIMATFS 149.46 PER LACFCD STANDARD 2-D88, H=2" 90°00'00" 25.00 39.27 25.00 SEE STORM DRAIN PLAN N 89058'45"W 2 M INSTALL STREET LIGHT 0.647% 7LCO; .�- a1 s L 10+00 11+00 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT LS 1509.90 04047135" 1000.00 83.65 41.85 1 _ 09°10'20" 1000.00 160.09 80.21 Q I N 89°58'45"W Z 373.15 47.3 Q FO ^CU 04047'35" 1018.00 85.16 42.61 1 Q N 85013-40-E , 0 I 171.81 m N Q 09°10'20" 982.00 157.20 78.77 +1 s N 85036'00"W CU LO 369.32 L) 03 s a rx 09°10'20" 1018.00 162.97 81.66 l 10 04°47'35" 982.00 82.15 41.10 ra, N 89°58'45"W FSTIMATFS 149.46 PER LACFCD STANDARD 2-D88, H=2" 90°00'00" 25.00 39.27 25.00 SEE STORM DRAIN PLAN N 89058'45"W 2 137.69 INSTALL STREET LIGHT g LL to (v 0 OM1 CU + . to + F 1509.90 Ln 0m . . F LO O 1509.23 _ t0 OlU 1 + - LO M ^ N ^ FO + Z 35.69 47.3 47.30 FO ^CU ~F w Z w 3I 3 4 2 W0 ­4 _I , 0 I 3 m N S.F. 1 1 + t0 C!7 +1 s ADJUST MANHOLE COVER TO GRADE PER L CU LO + ^ L) 03 s a rx W 14- 1 l 10 CD z GURS) PER CITY OF FONTANA STANDARD 104A CONSTRl1CTTON NOTFS AND At1ANTTY FSTIMATFS RIA + LEFT TOP OF CURB 8 " C[JR I3) O OM1 CU + . to + NU LO M ^ ^ .- Ln 0m . . F LO O ^ N _ t0 OlU co + - LO M ^ N ^ FO + ' MW U3 FINISHED SURFACE C/L lA N O '� CO LO to + v. L U 0- NM LO LO NN OO1 �+ to d -N MW + . + . + M-__ NM ^� CU - N ^ N ^ CU -- _ ^ N m - r^ ^ U ^ to m LO LO LO L^ U >t6 LO m 100' V.C. W P.V.I.=1511.68 + M L= 65. 16 ON OURS I . C 12+00 13+00 b a� 0A O PHEASANT DRIVE ,h�°,• `�,�°�. SEE SHEET NO.6 % RA n I-OCFRF415 41 l7P5A1 dD 4-rA,. 11-1- 21_ I dt O M 0 01 N 5HT. QUANT IT I F_ S ITEM 00 UNIT° + 0 O1 . O ON S. F. _0 d- OlU N U + - LO M ^ N ^ FO � a] ' MW LO ^ L.F. 4 1 FO ^CU LU 18" CF PER CITY OF FONTANA STANDARD DETAIL 1011 p r 1.Al/' 6 0 ^ ^ to CONSTRUCT 4" THICK CONCRETE SIDEWALK S. F. m N S.F. PER CITY OF FONTANA STANDARD DETAIL 104 LO N + t0 LO O€ ADJUST MANHOLE COVER TO GRADE PER EA. CU LO + ^ CU CU m p LO L+ Ua '3 = 63. G5 RIGHT TOP OF CURB 10 CONSTRUCT RAMPED CURB RETURN �8" GURS) PER CITY OF FONTANA STANDARD 104A lA N O '� CO LO to + v. L U 0- NM LO LO NN OO1 �+ to d -N MW + . + . + M-__ NM ^� CU - N ^ N ^ CU -- _ ^ N m - r^ ^ U ^ to m LO LO LO L^ U >t6 LO m 100' V.C. W P.V.I.=1511.68 + M L= 65. 16 ON OURS I . C 12+00 13+00 b a� 0A O PHEASANT DRIVE ,h�°,• `�,�°�. SEE SHEET NO.6 % RA n I-OCFRF415 41 l7P5A1 dD 4-rA,. 11-1- 21_ I dt r1o. 2T15 ` E %3&93 a _ ,I \ 01 te r. r AN cly � �x 1 9 9� OF �a 1y 13 LOCA 0 FPS PREPARED UNDER THE DIRECTION OF: J. KAPPR.C.E. 22015 DATE MY RE I TRATION EXPIRES 9-30-93 . I , 14+00 O M O M 0 01 N 5HT. QUANT IT I F_ S ITEM DESCRIPTION UNIT° PH.1 PH.2 O CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON S. F. 200 3093 m AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL N U^L"� lu ^ + O CONSTRUCT CONCRETE CURB AND GUTTER L.F. 4 1 1 7 100' V.C. 18" CF PER CITY OF FONTANA STANDARD DETAIL 1011 p r 1.Al/' 6 534 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK S. F. CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL S.F. PER CITY OF FONTANA STANDARD DETAIL 104 LO N 1L1 1 +00 O€ ADJUST MANHOLE COVER TO GRADE PER EA. CU LO CITY OF FONTANA STANDARD DETAIL 109 CU CU m p LO L+ Ua '3 IN U .- .-. 2 10 CONSTRUCT RAMPED CURB RETURN EA. 100' V.C. PER CITY OF FONTANA STANDARD 104A uJ, w. 2 0' 2 6 13 CONSTRUCT LOCAL DEPRESSION #2S.F. PER LACFCD STANDARD 2-D88, H=2" 1520 0 to 0� 14 SEE STORM DRAIN PLAN EA. 2 2 1 1 INSTALL STREET LIGHT EA. t 4 r1o. 2T15 ` E %3&93 a _ ,I \ 01 te r. r AN cly � �x 1 9 9� OF �a 1y 13 LOCA 0 FPS PREPARED UNDER THE DIRECTION OF: J. KAPPR.C.E. 22015 DATE MY RE I TRATION EXPIRES 9-30-93 . I , 14+00 O M O M 0 01 N 1520 0 01 N +c7 U Lto .- m LA LO ^ N ^ Q1 .- NL0 t0 CU N N m N U^L"� lu ^ + t0 15+00 15+00 TACT 142 �-Z D 2 �1 O OM1 N LO T) L = IGZ. 97 nL�c cepa 1.� O N O O O OM1 +6 L - 15' ON CUR - I 17+00 JR660RO PRA WIM6 fel TRA Cry 114276-1 1 _21-3 PR£PPLREp 0\1 ale N5 SADDLEPEAK DRIVE F it ExxpF. I 1� �� mss/ s.��'s 1 1 ►y•�3 1�1�%8��� - - Ar �'� o _j EPRESS 0@ 5-r II -t' 2q.7�1' LcI ' 3 LOCAL DEPRESSI O N Q STA . 16+ 9x2.42 NTS REVISIONS Engineer city BENCHMARK No: Disori tions Approval Date: Approval Date: JLK KA" ASSOCIATES, INC. 1 PHASE REVISIONS 41/=8-9 6.21. s :5rREET" 1Y.41Y" _UP•o,4TEyD //= Q� . � ✓ .lz.•yY 1NCRcr,4Sr Sm/,V, 2710. irQDAA Q 5 ' -ro .5 o' 7= _X 1- :95 zcs✓ fs• �• qir-, FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S LY. t1PDA GT FRA -5106 11 l3-°I� -moi /Z• t�• 9j SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. REcoRd CAWiivG FOR TRACT t•�276-� 7-21 97 ro R6VIss LUT ,AS LOTS (0 0 8 TP, .1 y 27 (a -2 P45R RECORD MAS y- 28ELEVATION = 1313.04 RECO OR A W (N O FbR r�5 iN2'1(o-1 2 -2$- O OM1 mUCDtO U0 W Ln Ln ^ p 1. m O + r - 18+00 O O1 O1^ LO O N Q1 N 0 M O O1 M N 117 0 CU '� 00 ON OGD N 0 _ 1520 O �� SADDLEPEAK DRIVE F it ExxpF. I 1� �� mss/ s.��'s 1 1 ►y•�3 1�1�%8��� - - Ar �'� o _j EPRESS 0@ 5-r II -t' 2q.7�1' LcI ' 3 LOCAL DEPRESSI O N Q STA . 16+ 9x2.42 NTS REVISIONS Engineer city BENCHMARK No: Disori tions Approval Date: Approval Date: JLK KA" ASSOCIATES, INC. 1 PHASE REVISIONS 41/=8-9 6.21. s :5rREET" 1Y.41Y" _UP•o,4TEyD //= Q� . � ✓ .lz.•yY 1NCRcr,4Sr Sm/,V, 2710. irQDAA Q 5 ' -ro .5 o' 7= _X 1- :95 zcs✓ fs• �• qir-, FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S LY. t1PDA GT FRA -5106 11 l3-°I� -moi /Z• t�• 9j SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. REcoRd CAWiivG FOR TRACT t•�276-� 7-21 97 ro R6VIss LUT ,AS LOTS (0 0 8 TP, .1 y 27 (a -2 P45R RECORD MAS y- 28ELEVATION = 1313.04 RECO OR A W (N O FbR r�5 iN2'1(o-1 2 -2$- O OM1 mUCDtO U0 W Ln Ln ^ p 1. m O + r - 18+00 O O1 O1^ LO O N Q1 N 0 M O O1 M N 117 0 CU '� 00 ON OGD N 0 19+00 20+00 21+00 22+00 Q RECORD DRAWING b Z�V. 0 rdend ation on this drawing is obtained from others and coo'� ��,y. �i� ��v, h �y erified in the field by anyone prior to use or No 25742 ii n. HALL & FOREMAN, INC. is not responsible for Exp. 12-31 42 d facility locations or depictions. All above ground L n be readily seen and verified by the parties that C10. �e OF C Al SCP . `hse same. h• 5+93.87 C*3&__@9 L13 14I 7091�� W 4 3 l3 LOCAL DEPRESSION .@ STA. I6+`13.87 p W 1 S :.,INTO �. %�. I & CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 [714] 276-8760 TF. A 6T 1 42 (o- to 0 152C F.S. i�C�.O C-�D D�A1n11 �1 CITY OF FONTANA CALIFORNIA PUBLIC WORKS CEP AR MENT Drawn by: STREET IMPROVEMENT PLANS Souls: R.B. - TRACT NO. 14275 -6-��