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HomeMy WebLinkAbout2707-20m N_j 24" RCP -1 0) JJ F -L LENGTH UJ F - L_ DELTA UJ F_ LL UJ F -Ls 39.82' 25.56' � B U-) 38.72' 24.45' O I0 -010 22.99 Nn� M"Nj000 D + 00 + 66 + 00) +00 31.11' N 00 N N 00 N 00 00 47' 6' I 1 14' 6' w 6 7 0 1 LF. OF CIL. (6"CF) 64 63 DETAIL 2 101+78.2.9 BEGIN REMOVE 58 o 0 o CURB & GUTTER SIDEWALK 10+00.00 CL INT WINDCREST DR. =101+33.98 CITRUS AVE11 100+92.27 END REMOVE CURB & GUTTER SIDEWALK CURVE RADIUS LENGTH TANGENT DELTA A 25.00' 39.82' 25.56' 91 ° 15'57' B 25.00' 38.72' 24.45' 88°44'03" C 1200.00 22.99 11.50' 01°05'52" D 1218.00' 23.34' 11.67' 01'05'52 E 20.00' 31.11' 19.70' 89'07'59" F 20.00' 32.10' 20.70' 91°57'52" 31.86' TRANSITION L=39.82' 6" CF. O.C. v C5 W M r + O PARTIAL 50.00 V.C. pp U-) 00 c:a CO - ay c; 8" CF. T PROPOSED TOP OF CURB O 00N ~ ar O +0 + + co 18 LF. OF CL. (6 CF) V1=1010.25 PAD=12.3 PAD= PAD= PAD= 12.2 PAD= 12.5 PAD= 12.7 0 N a� - m PR POSED TOP OF' CURB 47' 47, III I o/a V4 0/4 O Ci w 6 7 0 1 LF. OF CIL. (6"CF) 64 63 62 61 44 58 o 0 o 22.99'z Co p 34' 1I 113' 4,5 �- I W U Li m U > d > Lj 1 11 z d 81 81 1 1 U 1 1 1 i to L.L p U N O 0la p W m J W O • O + F- Q O m w r. �- V- -0D (rO Oh p4A 7 co p qd Cl - CN N + N N t O t R A 6 + 00~ p 00 • O Oo 5 + a)CNI +o 0) 0 � SHT. 12 OF 35 0 u F- u') 0F- 0F- U 0 o F-0 cnF- (f) w m ?C u) J U O c~ c� w iJ- C/) wwwo -_-R=0.580 ".. UJ LL C LO F- r O -.12+19.39 f6 d- - C',. N CL CB #3 00 PROPOSED CENTERLINE W 0.00' V.C. +Od+C00 04 GRADE NE p Oz + 00) O O VI=101®.22 pO �' 00 ? L � II � + o C5 00 0 C U OZ 0 J0 co U m -f U 0- O O O O O_ O 0OrpU+ M Nn t O _j 1 0 O p - • I O _ 0rJ- ;:v N)p hO ta pC O+0 �Q 00 O uq-pU 0) O + r,3 Cw 10 - ��' �- "-� Oma- �«Y 4t a)K) r0r-ODM, -I- �t0 �p M Q �N 1n &I i/: O O (p } pF N p C-4 0 C) ^l �O V F_ F- r p r <[ O O N p V) .- 0 N II m- _. c~n ��v~ip N 38.72 TIR NSITION L=38.72 U- 6" CF. O.C. ;-) 8" CF. TO m m o PROPOSED TOP OF CURB a o 50.00' V.C. 18' RT. OFC . (6"CF} 0 4 4 4 4 V1=1010.25 0 Ix 0U LL_ U- U- W v v a U p O O p p 0r V F - It'.Lp- . 0aj a' WO O 0d 04 `�0 00 r OF- � O0 Qi®0O O + FO (D0 0)_o `�+ 0 + 0 0r ~ 00 `tt + a �fa p N + Md C4 + �C+r as F U) 0 O 0 r C O N' n OO C Q Q mg; --Q 40QZI R=0 270% """aR U) (n (n ON TAN MOON R=1.059% I 12+19.39 CL CB #3 PROFILE SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 12+19.39 CL CB #3 PER LACFCD STD. DWG 2-D163 W=14', V==5' z W,/LOCAL DEPRESSION PER �~ LACFCD STD DWG 2-D88 mQ w SEE DETAIL NO. 2 LEFT 10 N ►•-- O C6O� 0) m +ELWOOD AVE o + �� o + OL,SEE SHEET 4 + �a CITRUS AVENUE " W _ 5 , 1AJ II I C7 III 25' I 25 j loo 18' 18'LE 11 1 1 11) 1 1 1 1 1 1 10, 41 1 1 1 1 1 I Z I ��69 ;�0 71 + 72 73 74 75 76 77 78 i f 10+42.06 ��' ®0+43.96 BCR f (Z�CR �''�s�'�^J '4jtC sk fr �f�. s ffs ,�� ��.5 r �'Kb57.37 52.11' 52.01 52.01 52.01 52.01 .)2.01 52.01 52.01 52.01 -,� ! ��' I1 e. .<. i 41_ 11 22 TC 10.89u7C B ,� I p _. 8 TC in _ � i # ' 13 A 0 _ 10.39_ FL - a� ,4' F`' ��' ` 09.88 F'L 24" RCP N 1 �J \6 N88°50 14 E .� - .-.- _.- -- - k ff -=�- - -----_ ___ ___-_--------------_-__,---------------------�----------------- - - - � - - 1�----_-_ 30" FBF - --- ------ � 13 6 2 14 15 16 �-B -- 4 B '` SEE SHT. 4 ° N _ JiL 38.49' J 52.50' ' 52.50' 64.00' 52.00' 52.00' 52.00' 52.50' 52.50' 52.50' 52.50' 52.50' 52, I 9 23.34' C5 W M r + O O.C.0 pp U-) 00 c:a CO - ay c; Q Q O 00N ~ ar O +0 + + 00 as PAD=12. PAD=12.3 PAD= PAD= PAD= 12.2 PAD= 12.5 PAD= 12.7 (n U9 R=_0.400%__f__-J 47' 47, III I 68 w 6 7 0 66 65 64 63 62 61 60 59 58 57 22.99'z Co 34' 1I 113' 4,5 �- I O.C. - r 1 1 Lj 1 11 z d 81 81 1 1 1 1.' 1 1 1 i 1 1 @1 1 1 1 1 ca U 0 m w r. �- d- (0 n ;- Cl co SEE A.S.L. PLAN MN KDN�{- N Rr f- OD CiO o z a _ -i U 00~ p 00 + COCN 6' r Q SHT. 12 OF 35 0 u F- W J < W U 0 ch (f) w m ?C J U O c~ c� w iJ- C/) LO F- UJ LL C LO F- r O f6 d- - C',. NO 00 W +Od+C00 04 p Oz + 00) �' 00 � II � + 0000 L0 % CONSTRUCTION NOTES OCONSTRUCT 4" MIN. A.C. OVER 12" OF 957. COMPACTED 10 10 1 NATIVE SOIL. •• 12+19.39 CL CB 3 PER LACFC,. 24" Rcp-/ OCONSTRUCT CONCRETE CURB AND GUTTER (6 C.F. STD. DWG 2--D163 W=14', V--5' PER CITY OF FONTANA STANDARD DETAIL. 101). -- CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. W/LOACF AL DEPRESSION PER L TRANSITION TO 8" C.F.) LACFCD STD DWG 2-D88 WINDCREST DRI V SEE DETAIL N0. 1 RIGHT - CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 5 PER CITY OF FONTANA STANDARD DETAIL 104. I 1` 6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN & PER CITY STD. 105A. CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD 104-A. ENGR'S CITY 7 BENCHMARK: REVISIONS DATE DAfE INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE UNDERGROUND SERVICE ALERT APPROVAL APP AL 10 SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT CALL TOLL FREE: (800) 422-4133 R.R. SPIKE ON PP# 674320E AT THE INTERSECTION OF JIURUPA AVENUE 1 aEG01W C12AWING q C.O2 •� ' FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING AND MULBERR`f AVENUE. HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 11 STANDARD 102 W=16' TO BE FIELD LOCATED. ELEV. 91 8.40 REMOVE EXISTING SIDEWALK AND CURB do GUTTER, IIII(f 13 JOIN TO EXISTING PAVEMENTS - TWO WORKING DAYS BEFORE YOU DIG PROPO ED TOP OF, 18' LF. OF CL. (6" m as a, -, Cr U 23.34' C5 W M r + O O.C.0 pp U-) 00 c:a CO - ay c; Q Q O 00N ~ ar O +0 + + 00 as V) N 0 UI (n U9 R=_0.400%__f__-J ---- FL~ TE � X-GUT R=0.400 0 22.99'z Co O.C. - r JN ca U 0 m w r. �- d- (0 n ;- Cl co O C3 MN KDN�{- N Rr f- OD CiO o N_ -i U 00~ p 00 + COCN r Q CO P i U 0 ch (f) ♦h/ U 23.34' o m O.C.0 m w c; O 00N ~ ar O +0 + + 00 as N 0 UI (n U9 Z Ii 19+00 rn Lq K) 0 00 c� O 0 0 O + O N R=0.400% ON TAN m W z (3 .J o o y O 2 O N F- 0 LR=:0.400% ON TAN C0 m n 0 m W U' J 0= 0 Ca 0¢ +2 20+ R=0.400% ON TAN � LEMON AVE. o '_6 SEE SHEET 4 06) 00 + C) .- w 5p, on m M n 25, 25' 11 11 C 18' 1 18' 7' Lil 80 21 22 w 79 g 10+37.12 ,� ,`� Q �� 10+39.33 W W Z 52.01' 643.23' �' r�so (��� <p,ECR 58.52' 58.55, (n l 17-77. ��. IL104' w J6 R6w �c�� 5 h� � 6 N87°44'23"E - 0) t;rh:_; 52.50' 24.77' • =23.47' 52.52 52.52 52.52 W w 0 Z U IM G O 55 54 W 53 52 51 N U 11 'moi 11 11 11 11 F- 00 Ld oo r z 14' 6' ( ZO Z �F- LL � I-- �' N M": M M0 Z-5 O +00; +00i 0 N 0 0 N C) O 0)O r- �- Q l j O+ 1 �L ,n + + co00 II r - ,I 0 0 10'20'30'40:' 80' 0) 0i m +0 N 0 DETAIL 1- '0PREPARED BY: gpt: E��S/p^,,4 Q' x;� PHB & ASSOCIATES,INC. / 1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740 C42723 TZ (626) 914-62.56 FAX (626) 914-5756 EXP. 3--31-00 Approved: 00 Z * Robert f Okerman. R,C,E. 42723, Exp. 3-3f., 160' CITY OF FONTANA Drown by: C.J.G. S O U T H R I D G E VILLAGE Scale: - 40' 00101&lDesigned by: TRACT 14758 Date: on Date HdCH / MTD STREET IMPROVEMENT PLAINS MARCH, 199'e Checked by: 2p Dwg. No. 2 =12S CITY ENGINEER, RCE 25126 Date 2707 COF- Dw0