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MIT- 7••.=...1.- -•./r l�a u .l .. 1. r . r�� - - --. --• 1_=- - - � 1.101.1111111111111.1111.1111111.1111111111111.1111111.1111.111111111111.1111.0111111111111.111.111111111. insimi •.� r...•.•. 1111))- ttlllllll■ _- iii I_-mmumumummummimmimommo PROFILE SCALES ===.......---- VERT. 1"=4' El NI �-- 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 I gla LEGEND NEED TO ACQUIRE R/W FOR APN 243-051-16 PRIOR TO LOCUST AVENUE ASPEN AVENUE AC PAVEMENT STARTWAY VCRK ON THIS SEE SHEET 5 SEE SHEET 7 Y �, -- -- RIGHT-OF-WAY/TRACT BOUNDARY ��` ,� ::IIS TRACT�� I �' 16482 �� iSEE STREET CROSS MOON TDR VEMAY6+75 ���„�.�:t MI.' EXISTING EDGE OF PAVEMENT A 15 CASE wB" 1 1.'m _. lap lififi ® N 1617 s isv..,: 18 19 20 2 ® - Alp.v 1 A:II # :..�: :10+00.00 MILLER AVENUE ; ., � -:II=III _ _0 �: I0 0 I" °� �4? -��� -�C� �4 3-Oo�� - 3� �� �:=10+1 1 1 1 i il- A 0.''T- es _ - of - ,�� I l I� '•/ LINE 1 ` e• a I,i ' .r _(_ - II EXIST DRIVEWAY .-'y- - g • , .�� (I �� ♦I 1 1' 1.`71 R� a O ,I 0 1 O L= 1 1 ♦ t.t 4, DRKWA iil 4 A 7- t Tr r,, .,„ . . . # ' 1 ► � , - _ �� . : -. -> > I �� a��.� �� �� ' T N ? SI:� AT RIGHT R p _1 . ix;Tt� !■ LlIi"11• © ''• �'_T� O 1 .. r_ _ -•.w. �'. �T. V.���O ., " •- L I ERM DL1AIL 8 .; _�pA r/ P „ _ �� - - - 7. E>OST R + .. EXIST COG O I ,'.. r •� �I �I.a� Iras ��.>�_ _:4 ��� ' f` 1� k'?:.1. MH I I •, ...->•��. -Mr s --- �i _ ��M1111 �r,��'■.l" , 32' oFF i r ,II�..� ..._ 10 •- O .� t " Ian w*��� ma=r s �E/ ► T i �r --�I�Ill�a.� ��II�`1. - - - �� ;= EDGE / I mo ' ; ;,F .46�,.'�'� �" a4 � .i. �'!�11r •"."`©��' .� __ ►[ 77::::: -*` r �"'v` II-17 1349.78 TC ® 0 ��0'It ii- pviE 0 "'Cr_ ;ATI• �ir�o 'a imiL........,. 4 V �:1�.. � i - _ .____ 0,--:-- .,_.........._,--„.......--ram.,- we-- --„,„,„,,,,,21----...., , 1349.15 FL 1349.15 R _ y _ ` E1fST EDGE fW' III © iiir� � t� , �.� � � ,� © I � � � `� �'��� .� ._: __- _ _ _0 ___ _- �•_-�._._ __'__--_ - _ -- _---`�,.�' ��� ... 1 y ,.- _:........ ,,...�..... 8+00 1349.18 FL �♦♦ -�' +. l�. ► �. ► N. r �. �/►:�. >t Moe. ►t .iir.r.1 , ,. S Rte• - - SEE -: S. w r• ' • ....%.,- --� ,�- �� t tt c. WCUT LME 0 • +00 le maw I DETAIL T _ is -ik r, __ �►1_ 1 - i ��A/•w �� - - - - -- t i III ill _ Et term -,-1•1.•♦ •i r 1 II- - n .* a 1350. r ��-:����•,-•�. ,�.•�.J .1 • -.' .QV..Of- H _ . W►•i'� . �, «. 1350.78 ►. ,• •�.-. ..��.>,.�. I D( 3'c - -- �.�Yr e► I\ La--lae Y ,lr ..•.1 e• /- . . ...,..•••_,..- `i• •� - BERM DETAIL im-Twir 1 6„ :•. :•:10 e;3 ->s.■ _ v ., f1� -�:�Qi, 1 i' DR ma mom MIA - --_. ♦1� z E >t 3 N x ���i'_ SCALE 1'=20' •,41,14 ult,.�. I - mss•O f�, •' EXIST R/W - ' K - '��` 1� N0. R ' .1. c:T ILA - 1 \ _y•`'.��� PAVEMENT ' • c)IR Idil ll Rh1�.T ,kilir J13+30.11 MUM AVENUE ° o° 1 Z `2 . REM01E 3 1REES �,{'�„- =1 1 1 1 i •: A : 1 EXIST 1' AY \ m PER (MINERS � 5 '� ■II�I�� a INT AM. ad f---- -- ( marmin ....... N__ �� 1 � aJNIT . '0 MEW � 40 0 40 80 ♦. I I lin IN DOSING "'Mil - -- ``,_ { . I '' ''4' I\ ('''''.---------7 i giiiii I lk.' scale 1"= 40' . . feet 10+4496 PCC 1 '-�.�: �i.,'� ► 1 ` - • LOCUST AVENUE CONSTRUCTION NOTES16.56' R - . `; 0 �� e -.- • -, CURVE TABLE ♦ ..,a ip CURVE ANGLE LENGTH RADIUS TANGENT © CONSTRUCT 8" CURB AND GUTTER PER CITY STD PLAN NO. 1003 ►♦� f � a" • 35.02' S CONSTRUCT 8" TO 6" CURB TRANSITION ►♦. �� r s Loc a' LOCA �� Cl 90'0218 55.00 35.00' Q M H ► ° / ` - r�� Ll,• r• • ' 0 CONSTRUCT 8' MODIFIED CROSS GUTTER PER CITY STD DETAIL 104 O 1351 1�u } I - -_ dS N Pe ..'�e +ge �'3 = g ...2e ge C2 90'00 00 54.98' 35.00' 35.00 , b. 7 , g e P e I ge 8 Gi_ �� �!w� c'�^ + t, RA a"w��$ c" C3 90'00100- 54.98' 35.00' 35.00' Q7 CONSTRUCT SIDEWALK PER CITY STD PLAN N0. 1015 to�26.>at PCC aim ir_`1, ..11 i ..,Illy �/f f 8 s'-`�-1 ^o v' -1, a 914J - - .�.�i.�i / OFFSET: 13.12' R t►� ' 1 Et g�3 $�� St alli $ S " �'�' 48'1131 14.89 17.70 7.92 Q CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD PLAN N0. 1006 ill • .4 v i ' •. ^^^ ^^^ ''•-� M I L L E R AVENUE C5 4.84 79.31 12.52 11 INSTAU_ STREET NAME PER CITY STD. PLAN NO. 139 t• T 0 Cts ' +' + . , 17'56 51 2 Q ►.�,•, M/4>• t 1 131'OO'S5' 4.57' 2.00' 4.39' ® CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER APWA STD PLAN NO 313-1 ON SHT 2 ♦ L4 A • )-- - 1 1:NLE-40577831:1; C7 25'47'46" 2251' 50.00' 11.45' 0 CONSTRUCT 8" AC BERM PER CITY STD DETAIL 136 - �• +i,`,•l e 0 -I EXISTING POWERPOLE TO BE REMOVED BY SCE �♦ ., k71 f 1 ' <nt JL J �Q�' rC8 12T33 31 4.45 2.00 _ 4.06 18 EXISTING TELEPHONE CONTROL BOX TO BE RELOCATED It: :"cnyG� C9 13'03'45' 1231' 54.00' 6.18' .,t� " .123EXISTING SIGN TO BE RELOCATED A -.. . L - - - wd Exp.12-31-01Z m UNE TABLE C10 N38 4138 3.10 200 1.95 .♦. •• w * UNE BEARING DISTANCE C11 109'45'32" 3.83' 200' 2.84' O INSTALL STREET LIGHT 16,000 LUMEN PER STREET LIGHT PLAN ►♦e _ .� `�, CB #2 `��' CML _atiP - 'C12 25'02'15' 21.85' 50.00' 11.10' CONSTRUCT 6.5' MIN. A.C. OVER 12' MIN. NATIVE MATERIAL COMPACTID TO 95x ► ir ' �� •Z << " �� 9�OI•CAL' L2 N 4' 7'4 E 5.5C13 168'03'43' 5.87 2.00' 19.13' ® (SEE GENERAL NOTES 31 AND 32) - �, CB #1 CASE B N44 47'47'E 15.58' 0 C14 33'04'43" 24.54' 42.50' 1262' 25 COLD PLAN 0.10' DEEP AND CONSTRUCT 0.10' MIN THK AC OVERLWAY TO EXISTING "B" L3 N44 4r4TE 10.67' PEDESTRIAN WALK BERM DETAIL CASEMODIFIED SCALE: 1'=10' `` - CENTERLINE SURFACE PER DETAIL ON SHEET 2 !�!4 4 EG O R D D RAW 1 N�j L4 N90'00 0o W 9.4r C15 90'1313 3.15' 2.00' 201 SCALE: 1'=10' 0 CONSTRUCT 4' THK PCC SCALE: 1'=20' 0 REV REVISION Dean= DATE ENGR. an' DATE CITY OF FONTANA, CALIFORNIA H U1, R E GD2p h Rl4 W N it/6 M41 Not SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QEL�ESS/ lag ' 1 o • �' 01• X111 ��11 , 111L . FF ITE TREET IMPR VEMENT PLAN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN P`r`o c�� BY: O S S O s o c D 15„„,E..kTEngineering-SuPveying-Planning-Landscape Architectur- MILLER AVENUE 1._.^r S 1 \ HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY No. 31681 g UST AVENUE T 90'1 E 0 LOCUST AVENUE TV ' N DIAL T1M0 WORKING 9130 Anaheim PI. Ste. 120•Roncho Cucamonga, CA 91730.909-919-7800 t �� DALE: BEFORE ' I• DAYS BEFORE * Exp. 12/31/Os * 9 REF / o YOU DIG Y› You 0.G ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO tf'ei O�V�` ��. PREPARED UNDER THE SUPERVISION OF: c�ED B APPRO eIlitT CT 16482 DWG •5-1-04 o c TOLL FREE 1-800-227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OF CAO' G 5114/6 G Q�/� Rua � -,e 3781 3st A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT t; HAROLD GARCELON, P.E. R.C.E. 31681 DATE CITY EN • ER R�•E. 51152 DATE 7 M'.