Loading...
HomeMy WebLinkAbout6783-4R/W 32' CL 32' R/W 26' 18' I I Lq rn (/� H m co la �y 'o p 1 Ipn Ipn D_ QO 1+�") In p 2.0Z O 3 0 N O co r o 0.06% n ^ o _ I II ,I oq r-' 1 L_J L_J 10+00 R/W 32' CL 32' R/ 1 26' 18' I I U lJi CI] N 0 0 l.� o _ 3O rn o 2.09,'' 2 J �� I� O (1.38%)i'- II II 10, T. I �I �I I 7 I L_J 10+50 R/W 32' CL 32' R/W 26' 18, I 4.6' ~c` rn M 2.Oy�� O� v ^ N U --�-- 1. ------ ------ i lO L_J 11+00 R/W CL R/W I32 32 26' 18, I 4.4' _ I O M Cn N ^ W N 1 -- ,n LL7 fi Z LV ^ J 2.0�%� J o o n oo - M N (t.28% 0.00% (0.16%) av n J 1`.84% ----- � I I 10, I 'I L_J 11+50 32' IL 32' R/W 1 26' 18' 1 I 4.9' _ C3 00 N O n ii p O N �M � a �� u'i ,n 3 cR 2.Oy co 7 LL7 J --- II ------------- �` 1 10, L_J 12+00 R/W 32' CL 32' R/W 2618' I 4.8' _ I M^ p N I!i � M li d In 2-- 1n fi N �^,� p J L2 t2 0 r� Co ap Ia1 v _ n n - I pffi! ( .88%) (3\) v ii __J L_J 12+50 26' 20.7' 4.8' 3.6' O /r M M J {y 40 d O J N J N �_ 1^ t0---7----_ m MO o ---- (5.09%) 10' - J L_J 13+00 26' 4.4' LL I rn c� N n ^ r' -2.23%---------------! ll 13+50 R/W 32' CL 32' R/W 26' 18, I 5.5' O M 1 n oo ao of ao OR E2 o2 W J Y7 47 2.0=,n Ln � � J ^ co _ .6 '� 1 ^ a0 N �- co .... .... -_-I oo %(3.14%)v (i.39%) (3j8$ � �1.95% ------------ �) ----- ----------- L_J 14+00 R/W 32' CL 32' R/VV 1 26' 18' 1 I _ EXISTING AC BERM 5.5' � o M _ o a N� 2.0� n JCD of of uNi JI" ofi- 2.59% v (q.93%) (3j8� 4t�2N.95%--------V) v - --_ L_J 14+50 R/W 32' CL 32' R/W 26' 18' I EXISTING CURB a GUTTER CD Lo I _ r? cofi N M to 1 2.0yMco --� -_ _ Lo C4 N - 2.61%) (1I.29%) _ 2.35% i3`v L J N -__- II L L_J 15+00 1 26' 18' i o EXISTING CURB & 4.5' LL J GUTTER I In 0o O to 1 r- N I M _ u7 cc? N N 4 N fi In In N J Lo Lo 2.0y N N (MN� �M N n n J N "(1.63%N) v (1.29%) .� (3v v I I L--- h l 2.05%----------- --_ II ----------- ; mil ti L_J 15+50 R/W 42.3' CL 32' R/W 1 30.1' 1 18, 1 I Lo ^ LL � M M 4 O N J Z r� N N In Ln N 1v 0� N N Lo K �_ N M I- - (Cl 218y, L-- - I ------------_- Lr _J L_J 16+01.37 x GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET) 1 INCH = 10 FT. �O UQ�_ 167 TIMPROVEMENTS DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. DATE CITY SHOULD CONSTRUCTION OF REQUIRED NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT Prepared For: FRONTIER ENTERPRISES 2151 E CONVENTION CENTER WAY SUITE 114 ONTARIO, CA 91764 (909) 354-8000 BASIS OF BEARINGS: THE CENTERLINE OF MANGO AVE. PER TRACT NO. 13320, M.B. 202/79-81 BEING: N00'01'37' W BENCHMARK: NATIONAL GEODETIC SURVEY MON. 045-88 BRASS DISK IN TOP OF CONCRETE BASE, SE LEG OF TOWER MARKED 17-1, LOCATED AT THE SOUTHWEST CORNER OF CASH GRANDE DR. &MANGO AVE. NAVD 88 ELEVATION: 1734.66 Prepared By: ROFEssi ALLARD ENGINEERING Q "v 4� pNa q� Civil Engineering -Land Surveying -Land Planning Qe 90 2� 19aeR Sevilla Avenue No. 36052 z rrl Fontana, California 92335 w m Ph. (909) 356-1n15 Fax (999) 356-7795 °G Exp. 6/30/24 � � CIV1� G�' a ;f` ��9 2�P ` 2-03-2023 TFOF CAI.�F� Raymond J.-Allard, lard, R.E.E. 39952 Date CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN I3Y: AE TR 20441 MANGO AVENUE CROSS SECTIONS SCALE: AS NOTED DESIGNED BY: AE DATE: Februa , 2023 CHECKED BY: AE APPROVED BY: G DATE: 3-z-2023 DRAWING NO.: 4 6783 GIA LAM KIM CITY ENGINEER R.C.E. 62296 Filename: I:\Frontier Enterprises\Highland Ave Fontana\DWG's\FINAL DESIGN\STREETS\OFFSITE\HIGHLAND ST-SHT 4.dwg