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HomeMy WebLinkAbout4066-3f---4-t t 1 {--- ! + ` �- -{ - °._..{ - ---f �` _._ 1-- S LCA () CD > k _4 T 1 it- I I t - - d # i F f O -� U O cD o ID O I i j -H p Ln r- o f 1 I f i l ; ! + OLS { i OCV NZQ +M + Or) v- I - r _-. ` E t f - -- - t- r- --j ¢- -i ` - j O -d -- - t- O -� -- O N N N + _. y ---- --#j} Q - r_ ��`� -! i - t i t t O 1 O t ! N N `. N Q) S I I I i _ I I I ; N I ! I � t , t i ! L.� � p ¢ O N (/7 E i ; i I I I I O 1 i 1 i t d t O O^ -} _..._i� ! O CV -!- -± , - �-_ - Q '' ivr f _ 3� 7) a , o� i t i I I I l '! j 1 t 00 a �_ I � � ! � ( { I � , i 1 r t F t __ � � ;, o ^ o rn _'- E t t O _ ~ U' (n _. _------ , 3 d i t i ;. _ -��_ _. . __ _ _ .�.._ O ^ - {--�"..®""- I O O "�1-' I f 0.8 ---+ a w !n ry VC 00 I I l i f t t I I i ! I I O" t i o w i 11 I I o r 3 o t 1 N °' i 0.4 �, to VPI=927.01 N �_ ! _ _ a - + --+--�.-,..- o r - O _j. o rn ! _ _ _ _ o N rn 0.49% --t-.- . c� cn (ll r) > Fi j O i -' cn f ( f O p Orn Nw x+-oV)0_j Ucn w cn I i I o^ j I I o o +� I - CNrn !�(0.427.) i pj WON�r0Co mL >L` N _ o 000 +� 1- I Nrn 0.49% " " o co r7 N o ^ O- ` ! oto o N I"- - - _i_. __! v _._150 EXIST. C.F. TRANSI ION 8 - 0 C. F. C3 z °v'`n to "� rn oor` N o� +� � 4 + 0 C - a O� N O O O N O N DO O O 00 N O + � O 493 + O O ^! �0�� � O) C)- +P) W r7 + N •{ _..•. +-'-1 '- t-' 1 - i T Y-- j - _ - - r -- .-- - - - -- -� t. 3 46 ,462 0 0 m1 __- _ -_i- N TO -- -- -----� - --- J }--. c _ PROPOSED PAVEMENT I -- i i I g�� g 0.87 ! ' { ---A .-' - --Z_1\MATCH EXISTING FS ®C O i _ ���� '_. J ~ �' .�_ U i 1 i t I U J w N X O i -- r . i --, t 4 9 i ` ! 1 I 1 ! I ' m Cr X i r+j Coca TAN= 3 f i 7-.'_"` I i F�NNz co^ �rn °.'°.�'qa�� ami i + N ; 0 2.56% _ _ PROPOSED ` ----i -- p _ a) - t # r`� ��� `� + O p i- - t '`� e v O tri oo rn N + CD a i + O J� FINISH SURFACE ' t I CD ice-'--+•'--_ -� U - -a.-.._ �t N 00 _.1..__-4-'----f-----'--- N - - CV - N ji, ? i U L.� (n ; { _+.--t._'-..t.._"'-_a. r.� V- �j d e..�_- - 4 ! _. + n N 6" - 3 N w i o (-0.53%) ® CENTERLINE �U�� J ��X i I ? i I ? I 4 +� I _ N� 0.53% m F- N � v :- - ' co w i- *- +�- - I rn rn t -i }-- - 0.47% - I I { IIcoOw � NCN 1NC14 1 00 Z rl �^ I t c\i00 Lf � �� � (0.49% t 0.90% -- i--- - -}-- �-- I N oo z c� a, °�' °�' o t oo 0.46f) _-r FL D�W i I E I I 3 1 U N N^ C,l r, N w + j..--_ -_ t ff)oo I I + 0.45%) - i _j i N ^ + o C'o rn r ' `� + rn - - - (0.49%).No 00--- o�Nr t _! �N N rn� ,iN tea) { (0.51% Nrn P! - FN ICVM o� +c NO O930 RT 0.49% -�-�- - -_ _ b I TOP OF EXISTING 8 CURB ®22 RT ° N r"') i r 0.400 a EXISTIN FL 8 C.F. t-'�-a-._ - _CD CD - r� _f ..-� - ( - _- r .. - -- -- - car r I + N+ N ;� t 0.46% 1 1 }} (-O 49% , 1 j d 1 t I ' N I ' ! 1 (0.85 FL D W r +- Tr----}-�- - __T i 1 s I - 1 J j NCV r I(0.71%) r- NW - NU - i t SEE SHEET 2 TOP OF EXISTING 8 CURB ®22 RT ; w FOR CURB RETURN 17 l.ItI it k I # §r 1 I • 4 s Y to ao i ff iI O-__._._ E I ^MM i 1 I i ! } f i t ( t F t t f I ( � t } 10+00.00 DAHLIA STREET 12 13 14 15 16 17 18 19 20 21 22 23 � 1 I 1 I J = 69+16.62 ETIWANDA AVENUE {I N MMzJO I I X I I r I SCALE: 1 "= 40' Z Opo (eq APN: APN: 0238-112-17 APN: 0238-112-16 10238-112-07 LIMITED USE ARE 04 aFUTURE ST. LT. FUTURE ST. LT. FUTURE ST. LT. �' (NOTHING HIGHER tr. EXIST. STREET LIGHT " - ------------ ---- - -THAN 3QALL0 ---- - - - - - LINE OF SIGHT LIMITED USE AREA (NOTHING LINE OF SIGHT 4 16 LINE OF SIGHT LIMITED USE AREA (NOTHING 4 16 12 LIN OF SIGHT _♦ 12 DAHLIA STREET L=300', MPH=40 HIGHER THAN 30" ALLOWED) L=�O', MPH=4 2 3 1Q 12 L=300', MPH=40 HIGHER THAN 30" ALLOWED) 4 16 L=300', MPH=4 _ Q j 11 12 N89'27'25"E 13 14 15 0-�_ -6- - - 17 18 19 20 N89'27'25"E 22 j - I 23 - - - - - 933.312TC j - _ S 2.8 9 7 � - - - XI E 2 3 1 S B - N 1 4 F R. (933. 4FL) 1"C.F. -- -- - - - - - -_ PP GU WIR€ - - - - - u' . P� - H EXIST. R W - - - - - - PP- - - EXIST. R W P - FH ELfC6{3X _i- - -_.- -- WV WV WY v. 16 4 r N --------------- -- -------------- --- - - �_ 2' c� ELEC. M�TER / -} z 2 `r "" U 3 z 7 PROPOSED R/W + 7 PROPOSED R W 4 16 + �� 4 16 7 Z 2- 4 z c� 16 4 4 16 UTILITY EASEMENT 4 16 / EXIST. UTILITY EASEMENT N U � N N cn I II N Q w w� ,�-� �, G O CAUTION! N X o Q U N o N W CAUTION! 18 CAUTION! 18 CAUTION. �; w ; W ;,� _�; w N ``' rn ai o ~ EXISTING WATER EXISTING WATER EXISTING WATER I � O �`' - I 68+46.00 BCR EXISTING WATER rn 00 a N U �'' N W M U rn + U7 +w N rn rn- MU - +w O rn NU p Urn J 926.1 OTC; 925.43FL N rn N `° o of io N "� N Q' °' I z I +? !�ot>oc~.�W tiwMo'�o+- APN: °' N 0238-1 12-32 O LOco - M co N CA ! CC) 18 C b rn �_ °' -) rn I I I I Of N c� + SEE DETAIL ON N U I W N \ SHEET 4. 6 50'---4 I�o�w 6 I {"'oLO EXIST. RAILROAD EASEMENT/ p ! 1 + rUJ N i I 54' �rn� 6 CONSTRUCTION NOTES: OXISTING PLAN RFERENCPAVING LEGEND C o CURVE DATA ETIWANDA AVENUE STREET aW BASIS OF BEARINGS: 0 0M SEE SHEET 2 BASIS OF BEARING wI a 89'14'00" = I > X SHOWN BY TRACT MAP 30.00 ETIWANDA AVE. AND SANTA ANA STREET. N0. 8554, ON FILE IN BOOK 123 OF MAPS, 3 ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS 29.60 4 OF SAN BERNARDINO COUNTY, CALIFORNIA, 3a 38.94 BEING N89'27'25"E. �a I N 0 =Q SHOULD CONSTRUCTION OF THE REQUIRED �d �o M � KCT CONSULTANTS, INC. CITY OF FONTANA CALIFORNIA �o a �F� IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���� Civil Engineers - Surveyors - Planners STREET IMPROVEMENT PLANS O 0 0 �i cD TERESITO N. TABIOLO rZT+ P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200. Riverside, CA 92501 DRAWN BY: DAHLIA STREET SCALE: "= CARRIED FORTH IN A DILIGENT MANNER, THE CITY af RCE No. 38826 Phone:95inc@k8940Fatants. 341-8945 e-mail: kctinc@kctconsultants.com ND FROM ETIWANDA AVENUE TO ° W I DATE: IL Y BZW w< Exp. 3-31-07 ij,BRING w = 04/12/06 N N O O > U I Q X K d W Q THEM INTO CONFORMANCE WITH CONDITIONS C o CURVE DATA DRAWING NO. STREET BENCH MARK: BASIS OF BEARINGS: DELTA E TOP OF 3/4" I.P. WEST 1/4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF 89'14'00" T.1 S, R.6W. AT THE INTERSECTION OF DAHLIA STREET AS SHOWN BY TRACT MAP 30.00 ETIWANDA AVE. AND SANTA ANA STREET. N0. 8554, ON FILE IN BOOK 123 OF MAPS, 3 ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS 29.60 4 OF SAN BERNARDINO COUNTY, CALIFORNIA, 3a 38.94 BEING N89'27'25"E. �a I N 0 SHOULD CONSTRUCTION OF THE REQUIRED �d �o M � KCT CONSULTANTS, INC. CITY OF FONTANA CALIFORNIA �o a �F� O2 CONSTRUCT 5.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE O ADJUST TO GRADE AS NEEDED PER CITY OF FONTANA STD. PLAN NO. 130. O6 CONSTRUCT CONC. DRIVEWAY (WIDTH PER PLAN) PER CITY OF FONTANA STD. PLAN NO. 1005A. O CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 12 SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT. 13 REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT. 16 PROTECT IN PLACE; ITEM SPECIFIED ON PLAN. 17 EXISTING POLE TO BE REMOVED AND LINES UNDERGROUNDED AS REQUIRED BY UTILITY. 18 PROPOSED STREET LIGHT; SEE STREET LIGHT IMPROVEMENT PLANS FOR DETAILS Underground Service Alert Call: TOLL FREE 1-800 227-2600 2 ��co�n a�uckti�►t. DELETED OVERLAY; REVISED DRIVEWAY AT 21+99.74 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION O CURVE DATA DRAWING NO. STREET CURVE RADIUS DELTA LENGTH TANGENT 1 50.00 89'14'00" 77.87 49.34 2 30.00 90'46'00" 47.53 30.40 3 30.00 89'14'00" 46.72 29.60 4 25.00 89'14'00" 1 38.94 24.67 DAHLIA STREET EEE PLAN DRAWING NO. STREET CO. STD. ACP - STORM DRAIN CITY STD. 3096 SEWER CITY STDS. 1545 & 1678 WATER FONTANA WATER CO. ATLAS GAS GAS CO. ATLAS pFiiN� UVO�� �o TERESITO N- 40 TABIOLO Z STA10+00 TO STA 23+00 OORO No. 38826 mDet$- O NOT USED Q 13 � Exp.3-31-09 STA10+00 TO STA 23+00 No. 38826 mDet$- NOM. � Exp.3-31-09 ��F-.271ToTA_�IrpWr2o` 1 e CIVIL s, �� RTF 1�� 38826,X� 3.31-o�I RAILROAD APPROVAL REQUIRED PRIOR TO OFcavF°`� 20 40 126 160 I I CONSTRUCTION WITHIN THE RAILROAD EASEMENT. SCALE: 1 INCH 40 FEET SHOULD CONSTRUCTION OF THE REQUIRED QRoFESS/O/V KCT CONSULTANTS, INC. CITY OF FONTANA CALIFORNIA �F� IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���� Civil Engineers - Surveyors - Planners STREET IMPROVEMENT PLANS OF THE DATE OF APPROVAL SHOWN HEREON AND cD TERESITO N. TABIOLO rZT+ P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200. Riverside, CA 92501 DRAWN BY: DAHLIA STREET SCALE: "= CARRIED FORTH IN A DILIGENT MANNER, THE CITY af RCE No. 38826 Phone:95inc@k8940Fatants. 341-8945 e-mail: kctinc@kctconsultants.com ND FROM ETIWANDA AVENUE TO 1 40' DATE: ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 3-31-07 ij,BRING Prepared under The super n of DESIGNED BY: RC ±1 T W NDA AVENUE 04/12/06 THEM INTO CONFORMANCE WITH CONDITIONS _f cIV1\ o��\ Date •L,7•� CHECKED BY: 4 BY- DWG. NO.: 3 AND STANDARDS IN EFFECT. of cA�\ TT 4066 4 DATE TERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 W.O.: 1335-02 CITY ENGIN ER RE. 51152 DATE . .