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I f __ r ..y._ _ ...___--y _�._-_- y._ --_-.,,f.-_._.__- t _ - < _-} a - ---,-- '�.'.� .t:._ _ _ -}}1 30.00' 30.08' D 89'50'17' 39.20' 25.00' :;._.�.-,.. ._ _._.__" .._.-1'___._{._..._..,..i.-.-.-._y,_......._'+-'.-.4--_---_.-,+. ___ _ ._ -. _.._..,._} _ }. __.._ _ ... _..a I _.....-. .__ - +.. __ __ __ ., .._-_ _. _ _.__.--_.--t..__ ,_ - .-_Y_.._..__.__--_-h__....._ __...---____W -_-^i.,^---s�.T.'•-.e-,t __. .. _.. _... _ +.- _ . _ { q __+-..-+..._..._-}._ 25.10' - _ _" ___ _.._, }._.._. __.___ _. -.._. ._. _._- y. _.__._- -.__-_._ ._ _ --'}'.---_.k. _.__-+._----+-- Y _ _ _ ._. .__., L._.+..__ 25.00' -?:e__. +� :. _.`_... ""_ '... e _ ��._._..,s.r _ .---m---••'--t--•-a----_-1 -i:.: ._ :__..._,.._.j -.. _ _moi.._ _ N .__..__ _-__.._-. . ,.. + +. _ + __._.,.i..-. . .-:rt _} - ..-! -. -+-_- + - _-':._ _ q- ... _ ::..$.__.=j..:..._._� - _..-*- � _:.- � T '"r -_. +. _._}. , ii +.. +.. �. t .•- -�._._. wI Y 8UMMIT 1-IEIGHTS I , __.--I - __ _ __ .: __ -_- _. _. ___.. __ STMT N..pROVe�ii PLANS 0 1 MSM 1 "= 40' � o ) BY BRANT DRIVE ATE MPK TRACT NQ• 16844 8+00 �� 9+00 BY: 10+00 11 +00 12+00 o N BEECH AVE II II II II. E CALTRAMS CONTRACT oe 204304, 27 � 131 ,I!i: II I i III, , I I1I�I� �`'' II I EXIT 11Nc� I i CALTRANS R/w ,I l ,I 11 I III5' J 111' ,19.77) TC �r ted.. / .® �, i k' / I I j �� (4 7.64) TC C I (146.97) FL 1 I I l 1 , BEECH AVE CALTRAMS CONTRACT CL INT v # 0a-204304, 8+10.97 BRANT DRIV S 27 h 13 =163+73.08 BEECH AVE �� V-ZC 07_t> b PLIN nl Ir46 �i ..Q��"�t, t(2 i10� - '.' �M� * �lZ(31 J'J� C / V % �' ! CONSTRUC PINTAIL WAY SEE SHEET 4 owl 13+00 SITTER LK CURB FACE SIDEWALK CANVASBACK WAY SEE SHEET 6 CURVE TABLE EP EDGE OF PAVEMENT CURVE ANGLE LENGTH RADIUS TANGENT A 89'51'34' 54.89' 35.00' 34.91' B 9009'43' 55.08' 35.00' 35.10' C 9009'43' 47.21' 30.00' 30.08' D 89'50'17' 39.20' 25.00' 24.93' E 90'14'19' 39.37' 25.00' 25.10' F 89'45'41' 39.17' 25.00' 24.90' -7 5'17'33' 109.37' 1184.00' 54.72' H 84'56'46' 37.06' 25.00' 2ZM' owl 13+00 SITTER LK CURB FACE SIDEWALK CANVASBACK WAY SEE SHEET 6 LEGEND: _ -_. ___,__. + - --_ ___ -- + _ __ _ - -��- - -i - --- --- --- - - �- _.._. _ y __+ i --__ t.._ -i -+ i-,- _. __.. _-t __ 4...- --'- - _ - - PROFILE SCALES - -- =_ - -- -- -- ,.__ ___ _ ___ ____q __ _ __._ __ __ __ __ a _ -- --- HORIZ. 1 40 _ _�- _ - - - __ VERT. 1 "=4' _ - -+-_ - - __ 14+00 m g 15+00 I ,*C"'t�w .* - 'ego �.*(" 00 a^d ^ °$ a^o ^ 0) N!� - ao r- - r- r- +--+-- 003= rn rn + , oo -- --- BC CURVE TABLE EP EDGE OF PAVEMENT CURVE ANGLE LENGTH RADIUS TANGENT 1 25'15'52' 25.13' 57.00' 12.77' d 13500'30' 137.51' 58.00' 142.99' K 24 08'36' 24.02' 57.00' 12.19' L 3'48'18' 81.28' 1224.00' 40.66' M 84'56'46' 66.72' 45.00' 41.20' N 5'17'33' 111.22' 1204.0' 55.65' 0 9009'43' 39.34' 25.00' 25.01' LEGEND: _ -_. ___,__. + - --_ ___ -- + _ __ _ - -��- - -i - --- --- --- - - �- _.._. _ y __+ i --__ t.._ -i -+ i-,- _. __.. _-t __ 4...- --'- - _ - - PROFILE SCALES - -- =_ - -- -- -- ,.__ ___ _ ___ ____q __ _ __._ __ __ __ __ a _ -- --- HORIZ. 1 40 _ _�- _ - - - __ VERT. 1 "=4' _ - -+-_ - - __ 14+00 m g 15+00 I ,*C"'t�w .* - 'ego �.*(" 00 a^d ^ °$ a^o ^ 0) N!� - ao r- - r- r- +--+-- 003= rn rn + , oo -- --- BC BEGIN CURVE EP EDGE OF PAVEMENT MVC MIDDLE OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PCC POINT OF COMPOUND CURVE BCR BEGIN CURVE RADIUS FL FLOW UNE PRC POINT OF REVERSE CURVE CB CATCH BASIN FS FlNISHED SURFACE R/W RIGHT OF WAY CL CENTERLINE GB GRADE BREAK STA STATION M 40 0 40 80 EC END CURVE HP HIGH POINT TC TOP OF CURB ONST 16+00 17+00 GADWALL WAY r•e•r. n0 21.1 t w V VERTICAL DEPTH (450,00). INDICATES EXISTING ELEVATION 450.00 INDICATES PROPOSED ELEVATION W WATER LINE S SEWER UNE SD STORM DRAIN UNE =10+00.00 GADWALL WAY ml U 18+00 1a- 4 MIN AC OVER 12 COMPACTED NATIVE 1 = 40 scale feet ECR END CURVE RADIUS INT INTERSECTION W WIDTH OC ON CURB DETAIL «C" -CB #15C SEE GENERAL NOTES 31 do 32). 22 CONST 6' CURB AND GUTTER PER CITY STD PLAN NO 1003. EL'Y EASTERLY LP LOW POINT W'LY WESTERLY H HEIGHT N 3a- ONST 4.5' MIN AC OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). REV• REVD D�P� DAZE ENGR. CITY DATE 44 CONST RESIDENTIAL DRIVEWAY APPROACH (16 MAX) PER CITY STD NO 102. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT &CONST 4' THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. I RE cARp P12Awl" G 2 -CM H G •lS. QROFESS/ �� �� p�,� r�eman In Q -CONST CURB RETURN ACCESS RETURN PER CITY COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� 1HUR �"� ' �• 7 STD PUN NO 1006.�� o � ��F? ❑❑ � � Civil Engineering •Planning •Surveying •Public Works INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, - z CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). No. 31681 i 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 CONST 8' WIDE CROSS GUTTER PER CITY STD No. 105 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREFAB D UNDE THE UPERVISION OF: 10 REMOVE EXISTING BARRICADE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND LP �IVIv �Q Cr I Z I IO2 11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No. 300-2 F � CA1.�F� HAROLD A. GARCELON R.C.E. 31681 DATE: SEE SHT. 5 (W=PER PLAN) STANDARDS IN EFFECT. :_ .._-. _:-_.: --_ 19+00 20+00 REDHEAD WAY MATCHLINE -- 10+73.21 SEE SHEET 5 1 54 , I 27' 27 I 7 2 1 20' 1 7' I 0 4.82 -- cam,_, .11 T * 1073.21 PRC 'T 25.45 R 74 � � LL CL INT 19+57.47 BRANT DR. 7 C =10+00.00 REDHEAD WAY GUTTER LK CURB FACE SIDEWALK SIDEWALK I , j 3 Q " � � " H Ge Cp II cG � LJ'- cp � �I Cq M ►e� M-*- M> M � OR N N co O CURB FACE - N n M N� O � o + � o Go r` M V- + 0) + M DO o v C+ 2-- M-- M ��_pp po�pp II II M-- M p_pp: �F� MI 0 DETAIL �`D" -CB #156 NTS N 0 a- CITY OF FONTANA CALIFORMA wI Y 8UMMIT 1-IEIGHTS I _- lY STMT N..pROVe�ii PLANS 0 _a MSM 1 "= 40' � o ) BY BRANT DRIVE ATE MPK TRACT NQ• 16844 11-2-01 �� BY: APPROVED B . WG NO.: ` i o N RLB 7/z D z � -- I N IN .C. 11 2 DA5 %�