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Home My WebLink About3036-5.. ' = h - U U co 100.00 VC L-47.1 m U �- 2 ao V H = = _ ,� h ao PI=1575.14 575.14 OC �- _ W U O U ^ _ _ L4 f- h L4L4L4 0: / Co0 La- N Li = r- 01 _ Cd h to /r U.) 4 U U i h m Z O Z h t0 to � = h h tD = .- tf U-) t[) h h +mm rn.- d- 1 h 4 1575 R 2• _ 1575 R _ TAN 2.87x TOP OF Y N LY CURB W _ U OfW ifif 4CCC D W L-5 4.98: t� Q � 4 _ 86.40' -VC. __ D_' OC - L 4 oc L/4 L/4 L/4 L/4 L/ L/ - - - _ _ _. _ _ - _ N t� _ PI -1 569.10 m _ 1 _ _ 0 _ m + ±� _ R_ N�112 N _ 65.67' L 43.20 + � _-10' _ t 84.54 � .....1575 _ _ .-.1570 U > W JJoc _ -. O -0 G7 PRC POINT OF REVERSE CURVE R/W OC STATION TC Go J tito L� O � tp t0 _ ! > m _ TOP OF _ W LY C URB _ 1 O K, m - 00 0; - Os + ` m t7f _ 00 _ _ _ L.� h N t� h to h - _ _ _ U _. U - > _ ,, N _ - M In p+,n QO - U t7� tJ _ tT _ _ CO - _ PORTION OF 1L) h LO _ !L U H � _: _. _ _ _ _ _ Of U tT m - L LO .. ' = h - U U co 100.00 VC L-47.1 m U �- 2 ao V H = = _ ,� h ao PI=1575.14 575.14 OC �- _ W U O U ^ _ _ L4 f- h L4L4L4 0: / Co0 La- N Li = r- 01 _ Cd h to /r U.) 4 U U i h m Z O Z h t0 to � = h h tD = .- tf U-) t[) h h +mm rn.- d- 1 h 4 1575 R 2• _ 1575 R _ TAN 2.87x TOP OF Y N LY CURB W _ U OfW ifif 4CCC D W MADISON LANE SHEET 6 54' 95 I 7A 91 Tr 39.16 t� Q � 4 50.00 VC Cf __ D_' OC _ t:9 1.00% to PI=1558.40 _ _ _ L/4 L/ L/ L/4 N t� R/W m h __.. .. _. a m + ±� _ R_ N�112 N l� 65.67' _ + � m � U > _ _ .-.1570 U > W 4� _ -. O -0 POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY STATION TC Go co WIDTH W'LY WESTERLY _ VERTICAL DEPTH _ TOP OF _ W LY C URB _ 1 O K, m 1 8 -__ 00 0; - Os + 00 N SOD w OO 0 tD toLO HEIGHT r- O LO LO ,'� p+,n °J LO LnIDEN - TICAL MADISON LANE SHEET 6 54' 95 I 7A 91 Tr C5 t� Q � 4 C" _ _ h Cf __ D_' 00t0 t0 W to _ t:9 1.00% to _ _ _ _ L l\� C1 + N t� R/W tp h __.. .. _. a � _, .. .._. w ...:: + ±� _ R_ N�112 N l� 65.67' _ + � m � _ 0.5076 _ _ .-.1570 U 4� _ -. O -0 POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY STATION TC ' co WIDTH W'LY WESTERLY _ VERTICAL DEPTH _ TOP OF _ W LY C URB _ 1 O K, 11'1 m 1 8 -__ _ TAN _ _ SEWER UNE SD STORM DRAIN LINE .__ _ H HEIGHT °J LO LnIDEN - TICAL _ - _ _ _ _ L 5.67 __ t 38.00 _ POINT _ -_ 1575 - L IDENTICAL POINT _._. _ _ . -CROWN LINE, _ TAN=3.46 - _ 50. _. _ .570.00. . _ _ MADISON LANE SHEET 6 54' 95 I 7A 91 Tr 'o ■73.9 9 6 89*57'9 CL INT �, ■ 72.84 10+00.00 NIXON WAY 13+43.57 MADISON LN. i .5 \. ++ 97 71.1 TC lam. I70.62FL I MADISON LANE SEE SHEET 6 TF'--\' - \ r C LU 5' PUE LYTLE CREI � z SEE PLAN #: o X34' Cd � + / 7 . TC / 76.91 FL r I // I (75.77 TC / (74A reNj J��%JJJ I 11 11 INT II s 11+75.00 NIXON WAY X__j i �I =206+58.01 LYTLE CREEK okROAD ( IIS � II! II LYTLE CREEK RD SEE PLAN 13033 CONSTRUCTION NOTES 11 CONST 4" MIN AC OVER 12* OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). 22 -- CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003. 33 CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE REV REVISION DESCRIPTION 4�(SEE GENERAL NOTES 31 do 32). fzau D omwl KI & - CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. O5 - CONST 4" PCC SIDEWALK PER CITY STD PLAN No 1015. 7o-- INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE17). 11 REMOVE EXISTING BARRICADE. flELOiZn .D2(A W / K) Q�pF tsslo ��QttO �i14URE=6� U No. 31681 c Exp, IZ 31 6 y \�•��! Of Atlf�� L JV DATE ENGR. aTY � I lvq N C- HOOVER LANE SEE SHEET 4 56.69 TC � 5s.19 FL 54' 72 i + 14 CL INT 10+00.00 MONROE CT. =14+27.21 HOOVER LN. 73 C-1 Uj 4 UZ Q � 4 M J 4 a N 5' PUE i o U I00 �m o 4325'18" 43.20' L l\� ± 114 113( R/W M 38.00' O U + ±� 57.00' N�112 R/w 111M� 1029'59' 'o ■73.9 9 6 89*57'9 CL INT �, ■ 72.84 10+00.00 NIXON WAY 13+43.57 MADISON LN. i .5 \. ++ 97 71.1 TC lam. I70.62FL I MADISON LANE SEE SHEET 6 TF'--\' - \ r C LU 5' PUE LYTLE CREI � z SEE PLAN #: o X34' Cd � + / 7 . TC / 76.91 FL r I // I (75.77 TC / (74A reNj J��%JJJ I 11 11 INT II s 11+75.00 NIXON WAY X__j i �I =206+58.01 LYTLE CREEK okROAD ( IIS � II! II LYTLE CREEK RD SEE PLAN 13033 CONSTRUCTION NOTES 11 CONST 4" MIN AC OVER 12* OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). 22 -- CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003. 33 CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE REV REVISION DESCRIPTION 4�(SEE GENERAL NOTES 31 do 32). fzau D omwl KI & - CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. O5 - CONST 4" PCC SIDEWALK PER CITY STD PLAN No 1015. 7o-- INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE17). 11 REMOVE EXISTING BARRICADE. flELOiZn .D2(A W / K) Q�pF tsslo ��QttO �i14URE=6� U No. 31681 c Exp, IZ 31 6 y \�•��! Of Atlf�� L JV DATE ENGR. aTY � I lvq N C- HOOVER LANE SEE SHEET 4 56.69 TC � 5s.19 FL 54' 72 i + 14 CL INT 10+00.00 MONROE CT. =14+27.21 HOOVER LN. 73 C-1 Uj 4 12 Q � 4 4 4 a N RADIUS 5' PUE I00 �m o 4325'18" 43.20' + CDCO ± 114 113( X115 --U M 38.00' O U + ±� 57.00' N�112 57.68 TC `O67.9 57.18 FL 11+00 2 1 __72+0013+o0 67.4 NO - '02 51 W -i .n - O 57.78 TCL 57.28 FL _ N _ _ C10 := I Z�^ --- C 11, AN M M05 TC W W 102 103 Co 104 05 �_ N 106 57.55 FL �'� +� +- +t� +tr HOOVER LANE � �5' PUE c SEE SHEET 4 0 m iu 4 4 4 4 12 4 CURVE 4 rn RADIUS TANGENT A 4325'18" 43.20' 57.00' 22.70' O 254'55'21' M 38.00' O C + ±� 57.00' N�112 R/w 111M� 1029'59' 65.67' 358.33' 32.93' U INTERSECTION LP U MOC U 4� MIDDLE OF VERTICAL CURVE PCC POINT OF COMPOUND CURVE PRC 57.68 TC `O67.9 57.18 FL 11+00 2 1 __72+0013+o0 67.4 NO - '02 51 W -i .n - O 57.78 TCL 57.28 FL _ N _ _ C10 := I Z�^ --- C 11, AN M M05 TC W W 102 103 Co 104 05 �_ N 106 57.55 FL �'� +� +- +t� +tr HOOVER LANE � �5' PUE c SEE SHEET 4 0 m iu 4 4 4 40 0 40 80 1 "= 40' mmmmd scale feet DAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 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. /QROf ESS/p PgTHUR ` 3 �r vZ = No. 31681 Z * Exp. 12/31/04 J�.xglF c IVI�\��P CA1. / F m r - m m7m= ! -!! M J CURVE TABLE 12 BVC CURVE ANGLE LENGTH RADIUS TANGENT A 4325'18" 43.20' 57.00' 22.70' B 254'55'21' 169.07' 38.00' 49.59' C 31'30'03'1 31.34' 57.00' 16.08' D 1029'59' 65.67' 358.33' 32.93' 40 0 40 80 1 "= 40' mmmmd scale feet DAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 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. /QROf ESS/p PgTHUR ` 3 �r vZ = No. 31681 Z * Exp. 12/31/04 J�.xglF c IVI�\��P CA1. / F m r - m m7m= ! -!! M J 14+00 3.44 7.94 FL FL 69.13 TC /. T I JI 12 BVC BEGIN VERTICAL CURVE 14+32.49 6'L I 11 0 U_ o RA IUS POIN m _ _ J+ mm END CURB RETURN EL'Y EASTERLY EP %, t :•� 68.92 TC B •i T FL 68.42 FL . 6. A 7 gg 38o9�C �- 14+00 3.44 7.94 FL FL 69.13 TC /. T 7 BEGIN CURVE BVC BEGIN VERTICAL CURVE LO m BEGIN CURB RETURN -- CATCH BASIN Go o EC J+ mm END CURB RETURN EL'Y EASTERLY EP rci0 EVC END VERTICAL CURVE FL FLOW LINE NO / -t � � 109 NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED ELEVATION OCCURS. ADD 1500 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION. C� OLS H &eman, Inc. 1:10ps A Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPARED UNDERnn THE SUPERVISION OF: �o t (v/ /3/01 HAROLD A. GARCELON R.C.E. 31681 DATE: LEGEND: BC BEGIN CURVE BVC BEGIN VERTICAL CURVE BCR BEGIN CURB RETURN CB CATCH BASIN CL CENTERLINE EC END CURVE ECR END CURB RETURN EL'Y EASTERLY EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INT INTERSECTION LP LOW POINT MOC MIDDLE OF CURVE MVC MIDDLE OF VERTICAL CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY STA STATION TC TOP OF CURB W WIDTH W'LY WESTERLY V VERTICAL DEPTH (45000) INDICATES EXISTING ELEVATION 450.00 INDICATES PROPOSED ELEVATION W WATER LINE S SEWER UNE SD STORM DRAIN LINE OC ON CURB H HEIGHT CITY OF FONTANA, CALFORNlA SUMMIT HEIGHTS II MN BY- STFEET L93ROVE IEW PLANS MFP &RLM ICON WAY AND MIOI�ROE COURT ATE. 1 "=40' IGNED 8Y: RLM TRACT . 5U1-1 11-16-01 CKED BY:APPROVED BY: WG NO.: 5 RLB4� 3 Q i 00 4- a o� y Y a a o.E 0 co M Cb 04 o