Loading...
HomeMy WebLinkAbout2491-3.tifC:) C) 50' VC C3 d. P1=1599.64 C) 7 + r - C4 C:) 0 > uj C) :2 F - C) > 0 C) 0) (Z) Cr C) (0 (3101), (z) C) C) rr) U-5 0i + (.0 C) C) 0) cn 06 + Ln Ld U U) O CD C) +; _ .. _ _ _4 0 < -- -------- - 1 F-- _ _ _-1600--- 1 R=5.25% M -.4- C) Uj + C) A/4 A/4 + 0 A/4 A�4 A 4 A/4 //4 0 bi C) m C3 Z: CD C) 0 IM L) 1'4oC� SER 00 ►<co L0 0) x _j U-) 0) U-) (::) , + U-) c) - LO 11.0 0 Cn + co 04 C) U n T ­ LL_ 6 Lq CD CD < CD L.O.C.=39.27'1 U? M n 0 U-) (0 z co . ..... T1_ T1_ + _j (=) T --- C) + C) + T_ T_ co 10 CD LL. C) C) LL_ C) L8 r x 1600 C) 0) 0?4 0 LC) C) LL_ + 0 L0 V) T_ ?:_1 I C) (0 + < LL_ 0 C) C) CD C) F_ 6- + :2-7 C) T7 C;w+ r-4(0 V) C) _j WC4 CO C:) C) U?U) < C4 O Cn F--: + Lb C) T --- C:) c) \.,."l ................................... 9.27' C) < U_ of U-) O UjNC%4 C) a) (0 q CD + LA/401 to 00U-)_- r00V1600C) A/4 A/40 A C-) 6 4 A Q + .91% _j > M I. -N C:) < C) co p C) 0 C) WC) Ld C) F- C14 F- r--- (C) 00 11.0 c) r,� Ln L0 0 r-) (�6 6 C'4 N -q- C) 17 +(0 C) + 40 + Lp L0 00 Lr) CN T_ C) 17 + FAX \ + u), cr_ 00 _j C:) F- 1- (0 C) LJ LL_ C) C) M < C) co w CD + co w C) 17 C-14 C) C0 ------- ------- + (0 . -.,+ 1_, ....... ....... . _------- Ln "l +i� r-, n _r---.-_,-__,,__-,--_---,--,'--_- ­­­ ­- 1140 to 1140) c; + 00 V)% V) z LLJ LLJ U_ 04 L0 OC) 04 n M C:) po OR -0- (.6 14- C� ILL. 00 r-.� LO 00 C:) PO N + +(0 1 C) V) + C) T7 C) LL_ r-) < + U-) L0 IM 00 40 I Lr) C) T7 C C) C:) + n F- '-� C:) Y) 1.16 C_� OC) -lit IAJ V) 0 C:) LL_ V ---n _ (D I +(0 C; V) C:) C) C) LL_ Lj ; 1 + cr) .4- r-- d C) 17 . . ......... . ... .... . ....... ----- - - z _j C:) V) 16-40 < LL- F- + LC) C) LV) C) V) L_ 00 _j LL. LLJ Lr) 04 C) C4 -,J- N+ U 0) Cy; (0 V') Li + 06 QD + cl� L0 (0 L0 V) C) 00 a: M LL_ C) Lo F- I C) C:) + Lr; 00 C%4 + C:) C) C) ....... ...... 641w i C:)C) U-) M C) C) (.0 2-1 W U-) ` CD Uj M 0 Q\ C3 00 +110 + :.t co 1 5 ±O C3 -q- 00 U-) 0 ) C) U-) C) + C14 CD r, CIO C) + 7 r- C4 • 1.0 25.00' O I I 00 � C14 39.27' 25.00' C) Ui 25.00' 50' VC 25.00' 90000,00" + 39.27' + 00 PI=1599.64 268.00' 212.88' 112.41' 14'09'53" 232.00' 57.36' 28.82' 101'59'22" 'Q b) oo 44.50' 30.87' - WC) Ld C) F- C14 F- r--- (C) 00 11.0 c) r,� Ln L0 0 r-) (�6 6 C'4 N -q- C) 17 +(0 C) + 40 + Lp L0 00 Lr) CN T_ C) 17 + FAX \ + u), cr_ 00 _j C:) F- 1- (0 C) LJ LL_ C) C) M < C) co w CD + co w C) 17 C-14 C) C0 ------- ------- + (0 . -.,+ 1_, ....... ....... . _------- Ln "l +i� r-, n _r---.-_,-__,,__-,--_---,--,'--_- ­­­ ­- 1140 to 1140) c; + 00 V)% V) z LLJ LLJ U_ 04 L0 OC) 04 n M C:) po OR -0- (.6 14- C� ILL. 00 r-.� LO 00 C:) PO N + +(0 1 C) V) + C) T7 C) LL_ r-) < + U-) L0 IM 00 40 I Lr) C) T7 C C) C:) + n F- '-� C:) Y) 1.16 C_� OC) -lit IAJ V) 0 C:) LL_ V ---n _ (D I +(0 C; V) C:) C) C) LL_ Lj ; 1 + cr) .4- r-- d C) 17 . . ......... . ... .... . ....... ----- - - z _j C:) V) 16-40 < LL- F- + LC) C) LV) C) V) L_ 00 _j LL. LLJ Lr) 04 C) C4 -,J- N+ U 0) Cy; (0 V') Li + 06 QD + cl� L0 (0 L0 V) C) 00 a: M LL_ C) Lo F- I C) C:) + Lr; 00 C%4 + C:) C) C) ....... ...... 641w rl- I +-i - I V, HORZ. 1IN VERT. 19 ---------- A�Q 10+00 +00 12+00 13+00 14+00 15+00 C5 C, SEE SHEET NO. 2 SEE SHEET NO. 5 A S�5 0 (D 0- Ld /\Y 0 :z > M C5 M M 21-1 F- 0 TUNGSTEN AVENUE ROSETOWN AVENUE.CIDCD c:> <IN V) C�5 LO M U-) < CD V) Cy) 0) C) n M 0 1`6 to = 4- 12 5 51 -4- (0 5 5$ 11.0 �q_ w + 00 + 0 + "1 10, 1`0 U n < < 10' 11 18' 18 10, CD C) < 86 + 81- + + F- w IN + 87 Il- 28 -1 P8' 11 28 VA - -:i 60 Cn < C) w 5' 5 21' 1 "6 5C) C) co V) -.4- 6 q C:) Cn __z -it CURVE DATA C) C4 00 Uj < Q\ TANGENT :.t co 1 5 250.00' Z c.6 ui :z Lj U-) z V) C) + C14 CD r, C3 < Lo Cq --i 25.00' M I I 00 � C14 39.27' 25.00' LO 25.00' 39.27' 25.00' 90000,00" + 39.27' 25.00' 00 < L-) 268.00' 212.88' rl- I +-i - I V, HORZ. 1IN VERT. 19 ---------- A�Q 10+00 +00 12+00 13+00 14+00 15+00 C5 C, SEE SHEET NO. 2 SEE SHEET NO. 5 A S�5 0 (D 0- Ld /\Y 0 :z > M C5 M M 21-1 F- 0 TUNGSTEN AVENUE ROSETOWN AVENUE.CIDCD c:> <IN V) C�5 LO M U-) < CD V) Cy) 0) C) n M 0 1`6 to = 4- 12 5 51 -4- (0 5 5$ 11.0 �q_ w + 00 + 0 + "1 10, 1`0 U n < < 10' 11 18' 18 10, CD C) < 86 + 81- + + F- w IN + 87 Il- 28 -1 P8' 11 28 VA - -:i 60 Cn < C) w 5' 5 21' 1 "6 5C) C) co V) -.4- 6 q C:) Cn __z CD M SIA. IU+UU.UU LA Z)AKKt UKIVt)-_- ` ---- 1�_ I I- Q, .7 i D -00 00 610.14TC E joss =STA. 17+42.28 TUNGSTEN AVENUE -------..Z 1 04 L0 597.96TC 0 T_ 609.94FL 0 11+0 N00001'16"W 12�0 + 597.46EL / i CD 598,07TC CIO F - Ali C �,,597.57FL)� 14 0 6 U-) CATCH BASIN NO. 4 zn U -)l 00 -1 co T z N.T.S. CD > CD 0 Ld 0) to 6 25 __j LLJ 15 C) z 4 F- M LLJ C5 z + Uj 28 + Uj < Z of 26 27 V) C1 04 CD < F_ z III < C:) Cn _j CD < C) LO M -� V) to TUNGSTEN AVENUEu < C14 0) + < V) _j 4 SEE SHEET NO. 2 + C) F I w �E ZD M 00 30 6 _A-) CN 5 C3 -It5 0 I + Z� O`y S / �^'� 29 0V) o Cn ^� �� �� S8 18, o,Mx �� `1 0' ?s, ,S '�M + CD C Cl? Sze* �O FFr 0 CS /VCO o. C II (89 -1 �T 5 5 21 -C _5 A SARRE DRIVE IF5- C/ FES RECORD DRAWING r,�3 R T 1Q11 The information on this drawing Js obtained from ot _bpr,� and O < must, be verified in the fwld 6v pric�r lil or C �p (Z) 0% V9 1.0 V, S., p 01 rr' construc 'V" tion. HALL & iNC. �s r.(Nt respon,"N� for N0.26229 IN, 0 C nilr tions. All ahovp pround � zr-lqs\- Exp. 3/31/02 underground f acilitl I c c ral id, ,N - CAM facilities can be reindily Ser -,9, and verified hy the port ',F, th@1 zRin Mend t Inlast CATCH BASIN NO. 3 OF --------- N.T.S. -5- 1 21 6' 5 0.cJ0_._C1_ O.C. b. Coo.c. -it CURVE DATA C) C4 00 DELTA _CD Q\ TANGENT :.t co 1 5 250.00' 198.58' 104.86' U-) _r C) 241.77' 127.88' C3 90,00,00" 25.00' 39.27' 25.00' 90'00'00" 25.00' 39.27' 25.00' LO 25.00' 39.27' 25.00' 90000,00" + 39.27' 25.00' �_7 13 268.00' 212.88' 112.41' 14'09'53" 232.00' 57.36' 28.82' 101'59'22" 'Q b) oo 44.50' 30.87' - 101'59'22" 25.00' 44.50' 30.87' K z 232.00' 29.83' 14.94' 100'48'54" 25.00' 43.99' 30.23' M zi 25.00' 35.21' 21.24 U) 46*10'30" 282.00' V) 120.21' 46@10'30" 318.00' 256.28' 135.56' 16+00 17+00 18+00 19+00 C14 CD M SIA. IU+UU.UU LA Z)AKKt UKIVt)-_- ` ---- 1�_ I I- Q, .7 i D -00 00 610.14TC E joss =STA. 17+42.28 TUNGSTEN AVENUE -------..Z 1 04 L0 597.96TC 0 T_ 609.94FL 0 11+0 N00001'16"W 12�0 + 597.46EL / i CD 598,07TC CIO F - Ali C �,,597.57FL)� 14 0 6 U-) CATCH BASIN NO. 4 zn U -)l 00 -1 co T z N.T.S. CD > CD 0 Ld 0) to 6 25 __j LLJ 15 C) z 4 F- M LLJ C5 z + Uj 28 + Uj < Z of 26 27 V) C1 04 CD < F_ z III < C:) Cn _j CD < C) LO M -� V) to TUNGSTEN AVENUEu < C14 0) + < V) _j 4 SEE SHEET NO. 2 + C) F I w �E ZD M 00 30 6 _A-) CN 5 C3 -It5 0 I + Z� O`y S / �^'� 29 0V) o Cn ^� �� �� S8 18, o,Mx �� `1 0' ?s, ,S '�M + CD C Cl? Sze* �O FFr 0 CS /VCO o. C II (89 -1 �T 5 5 21 -C _5 A SARRE DRIVE IF5- C/ FES RECORD DRAWING r,�3 R T 1Q11 The information on this drawing Js obtained from ot _bpr,� and O < must, be verified in the fwld 6v pric�r lil or C �p (Z) 0% V9 1.0 V, S., p 01 rr' construc 'V" tion. HALL & iNC. �s r.(Nt respon,"N� for N0.26229 IN, 0 C nilr tions. All ahovp pround � zr-lqs\- Exp. 3/31/02 underground f acilitl I c c ral id, ,N - CAM facilities can be reindily Ser -,9, and verified hy the port ',F, th@1 zRin Mend t Inlast CATCH BASIN NO. 3 OF --------- N.T.S. -5- 1 21 6' 5 0.cJ0_._C1_ O.C. b. Coo.c. Z: 0� < 00 M + 0j 0 _j 4 CATCH BASIN NO. 2 N.T.S. rM LO C� I -U) I NI CROSS GUTTER DETAIL N.T.S. 61S No. 5275 Exp.9/30/99 IVI OF C C)CD CURVE DATA �- Uj C4 00 DELTA RADIUS LENGTH TANGENT 45'30'39" 250.00' 198.58' 104.86' 46'10'30" 300.00, 241.77' 127.88' 90,00,00" 25.00' 39.27' 25.00' 90'00'00" 25.00' 39.27' 25.00' 90-00,00 25.00' 39.27' 25.00' 90000,00" 25.00' 39.27' 25.00' 45'30'39" 268.00' 212.88' 112.41' 14'09'53" 232.00' 57.36' 28.82' 101'59'22" 25.00' 44.50' 30.87' 101'59'22" 25.00' 44.50' 30.87' K 07"22'05" 232.00' 29.83' 14.94' 100'48'54" 25.00' 43.99' 30.23' M 80'41'51" 25.00' 35.21' 21.24 46*10'30" 282.00' 227.26' 120.21' 46@10'30" 318.00' 256.28' 135.56' Z: 0� < 00 M + 0j 0 _j 4 CATCH BASIN NO. 2 N.T.S. rM LO C� I -U) I NI CROSS GUTTER DETAIL N.T.S. 61S No. 5275 Exp.9/30/99 IVI OF C C)CD WC'4 6 PO �- Uj C4 00 55 + 00 Ld (0 LO + 00 + 4 0 M COO C:) , + PO 40 16+00 17+00 18+00 19+00 0 z CONSTRUCTION NOTES: z (n < M 0 ---CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, 00 SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. Q__CONST. 6 PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. (n or Q_ CONST. 4.5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 5$1 21' 5)1 1511 161 1 4 STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING O.C. O.C1 K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- !0 i K1 2-H S -TS- PR- EDISON- LEXAN TO BE INSTALLED BY SCE. 5 9L0 SFE 1(,,-- /71 SCck-r )v &-CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA 0. STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING) V) 5' Nv*4 �� A 6 CONST CROSS GUTTER E CITY OF FONTANA T 0 105 A AS N% ,/ E 7 61 6�'s : >: s , 2S 00 / G� 625.54TCL L 25.11JOI / �1 G 627.74 6 // Q � K M x QC1 6' x I CD CO 6 40 Ld 36 flo CIO Cd 9 + & 3 & .0 N A x X" OOO x A_, lo/I � / x� 38 C-) 4 �j 39 j?MVkn OWC. - re. b -f 63 7C ONL Y A/ aAlZ Y RE\ASIONSAPPNROVEGR'S.AL DATE 2)/ 54 CATCH BASIN NO. 1 1� N.T.S. 0 uj The Consultina Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 ARILD UNDER E ,,(,:,,VPREP1L,SUPERVISION ION OF: DATE THOMAS- A. PETERSEN R.C.E. 35275 N00"41'06"W 19.+00 1 56 11 MODIFIED PER DETAIL HEREON. CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (" W" =16 ) w SS C Y. C; W w 40 GRAPHIC SCALE 20 40 80 IN FEET I inch = 40 ft. 160 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY LCS DESIGNED BY SES CHECKED By TAP _7_)_q_q7 JOB NO. DATE: STREET IMPROVEMENT PLANS SCALE: 1`0 HORZ.: 1"=40' 0 LA SARRE DRIVE VERT.: 1"=8' Cn TRACT NO. 14570-1 AND 145700 DATE: PLAN AND PROFILE 7/24/97 0 � 10 DR. NO* SHT. NO. ROVED CITY ENGINEER R.C.E. 25126 2491 3 0F 11 WC'4 6 PO �- Uj C4 00 55 + 00 Ld (0 LO + 00 4 The Consultina Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 ARILD UNDER E ,,(,:,,VPREP1L,SUPERVISION ION OF: DATE THOMAS- A. PETERSEN R.C.E. 35275 N00"41'06"W 19.+00 1 56 11 MODIFIED PER DETAIL HEREON. CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (" W" =16 ) w SS C Y. C; W w 40 GRAPHIC SCALE 20 40 80 IN FEET I inch = 40 ft. 160 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY LCS DESIGNED BY SES CHECKED By TAP _7_)_q_q7 JOB NO. DATE: STREET IMPROVEMENT PLANS SCALE: 1`0 HORZ.: 1"=40' 0 LA SARRE DRIVE VERT.: 1"=8' Cn TRACT NO. 14570-1 AND 145700 DATE: PLAN AND PROFILE 7/24/97 0 � 10 DR. NO* SHT. NO. ROVED CITY ENGINEER R.C.E. 25126 2491 3 0F 11