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Home My WebLink About3144-3534 535 LINE TABLE CURVE TABLE BEARING LENGTH CURVE DELTA RADIUS LENGTH TANGENT C1 9.52'28" 921.00 158.73 79.56 C2 91'04'29" 35.00 55.63 35.66 C3 10'21'02" 888.55 160.52 80.48 C4 180'00'00" 2.00 6.28 INFINITE C5 9' 10"13" 892.55 142.85 71.58 C6 5'21'01" 325.00 30.35 15.19 C7 6'31'50" 325.00 37.04 18.54 C8 95'55' 12" 35.00 58.59 38.82 C9 11'51'07" 921.00 190.52 1 95.60 C10 2'19'33" 799.08 32.44 16.22 C11 24'29'51" 65.00 27.79 14,11 C12 20'52'44" 65.00 23.69 11.98 - 4'21'24" 789.08 60.00 30.01 C14 21'33'57" 6 - - - 24.47 12.38 C15 22.52'24" 65.00 25.95 13.15 C16 90'00'00" 50.00 78.54 50.00 C17 C18 151'16'29" 2.00 5.28 7.81 C19 626'41" 961.00 141.64 70.95 C20 12'56'27" 275.00 62.11 31.19 C21 5'28'00" 275.00 26.24 13.13 C22 8'21f58" 828.08 120.91 60.56 C23 8'21'58" 832.08 121.50 60.86 C24 1458'18" 150.00 39.20 19.71 C25 23'03'35" 150.00 60.37 30.60 C26 T 13.08" 855.08 107.74 53.94 C27 29'20' 14" 75.00 38.40 19.63 C28 40' 19'47" 850.08 598.36 312,18 535 LINE TABLE LINE BEARING LENGTH L1 N75'37'58"E 53.11 L2 N41'50'01 "E 10.00 L3 N35'1 3'40"E 22.46 L4 N44'43'58"E 0• tA 536a aoj jO -o PLAN i'= 40'Vl 4 545 cZ`` n o `' 0 546 ' 537 538 540 541 542 543 544 \ s Q' ^ 539+87.52 CL CB 40.92TC 12'CF 539 �° E �'�� NVE 61' \\ C,� P, - �''- W=14 V=5.6 39.92FL NiP X 40.57TC 41.08TC 9`CF MM�� \ + ��.1E oo�? S o i ` !t �. a Q. � J' 1 YCF 39.57FL 40.33FL // v, �� o �� ' �. �fi U 4 ^`� �; 8"CF39.¢ T SCALE IN FEET SSE coNRe�pRop c� 0 40 80 120 160 EX, `i�O 5 �� 40 45TC - 5 G�� , 9"CF 39.70 41.21TC CF U� x - EX\5�,� �C C �,1 '`.` S`�3j 04T p Y- `.� 39.9 CASE A 40.60 40.54FL "� `� N 3 i t\ q� 20, c� F X FS LD. DETAIL FS � c� .- �°� ' 114 ,� h� 13�_a. '' ' f v7 h 1 R SCAM E= T-20' W ~ cA: .o '* o X ,'' t "�� 4j �, S4 9.� ' \Q8 cn G (n f O ci �O j'O ci\ t' \ Q h ,� i.__ t` 2 �, g ~ 3 k cn p� it o r z �o ! cr nom' a Z !S koro a' Ar LA kms-- �o� 15 1 �v� � � ti , , ._., �- 'N o b `� J ` � ° � w � $ � rn f h• o�\ cA't � ` '�. Op . � �` Af..,,---�', ROS'" 1.1 �._.-C� -= r� %l �✓ t .. . ,. „ Me,.s ��Mo � ,A�,,,f oQKao�; Co 1 ..,<'t , M_ O� uU� UW " ',,Wc:J 1_a1o rnM''� 1�7r cr w, --P• `Po Kr Nn, N .c,t,cT c�' Ur� O, c ,1, �No t3c1nZt� `<. r to� 1 �W � Z '3�a: rn W ,- o "' V`i 0 '�, i- Ccr � O 3 , q cn cn v► it b c� \ 1 ,-'r " \ . ', rn v �. 2• � ,�, . • f,.: "lam q `l� � --� -F' cU ... 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Y > „\ �'. , , ,.\ -.;, ,: . -' + cO r`1� Ik fi ` pC . ,S �. .Sr 1 �. f S`� .ice" r ., ... < -. .. -...... ..- ...fir"' -. .. � l ,c• .. ,\ -"V _ ... .. gyp. ... �•. ,. ., S ... ,, r ...,., � � Ko >c O \ _ t0 V- Q1 KOM L M co+h A ., X' nt � .�t_ _ � �"^^ <' ! ,_-... -_:. _ , _ t,►\ � � ,,,�_, ti,.j,� ��o . .-... l '�be 'OL _ m>,,5!m,, 40 _' ,�k ; / t , TCONSTRUCTION NOTES .! h Y 42 CONSTRUCT 6 1j2 AC PAVEMENT (MIN.) OVER 12 COMPACTED �o N W � � �c 0 0 `� .,,: _F =` "�.-... ,, 3 1 ,.. ,: ,o, _.. ti ``... ,y,,,.....,.,a .4 , 5::,l... .:..� ..,.,^""-:'...,--""- C^• � d� �-y'".,. ,�, '� ",, � t � , Q,� i jl , � \, F. NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) -- M /N.9 2 CONSTRUCT 8 -CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 � ,„/� V V � f 13 '� -1�` ._..------ .!I -w.- ^Y "?"--- ____._.._, _._._ s _._°....__-•~-- � .-�s,`k �. . .fir `c,,• � I \ � » ♦ h Cv J ' ` r s a ' ,�-�' � ,e � ..-��__== _,.� .. .--w r., -ate- � = _. �-�'" J..',o- f ` d� rte`} '� (S' \ \,�� N • \ \\ \i 3 CONSTRUCT $ CF CURB ONLY PER CITY STD. PLAN N0. 1003 �' o (., o clv� } -_. -- �, ,,� -A \ f \\ CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN N0. 105 ,.h o oo >. �--- car E MODIFIED TO 10 WIDE. � � � ,., � r�' � � � `__ .---�``=,.�`."�.__ �_.__._.__ �,� � Y°' o ,�. +\, '�,c..� - 2A` -1g�+ \ \` \ '� Pq NU � + c4 _-�� ' 1 1 z5 �, �,'a �0; #2'-`o Q rt h /r ,! }- W -- + CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 �' coOD o, f _ c � � r O ,- - i5.0• \` �1if 0p O 6 CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 3 h �z Q /1 I 1 t-' -' �' PO CD v v, c°'n� c°c.� TSN \\ ND• ._ 6 Z I N N t-= 4. Q v rn ,71 N wCA m .. 3 Q �,, '"LRE (� CONSTRUCT DRIVEWAY - STREET TYPE INTERSECTION, W & R= rn � / I , "�� a' �' q 0 'C7 03 9--/ PER PLAN cfko ow N i 1' 22' 36` t V- (0 'oma o - c�3 3 SEE- -- •---. ..�.:...;,: . 11 TmEgE ' o' ( AK 22IN + W +" m BENCH MARK # 8-17 CALTRANS BASIS OF BEARINGS- eAsls of BEARINGS FOR nips ww ws THE sourH LINE (]�iiFiE FNMA€ ,= GONSTR, OTE5 (CONT, b) B Iia . ` 8� GRIND PAVEMENT &CONSTRUCT VARIABLE THICKNESS AC PAVEMENT - Co"O to QT j OF THE NORTHEAST QUARTER OF SECTION 26. TOWNSHIP 1 THEEaMmIllmOmtLL Nor OVERLAY 1-1/2" (MIN) SEE DETAIL SHT. 1 2# IN57ALL 5CH- 40 PVC3. 5,LffEVE l� � � WAY � Kn BRASS caP IN co CRETE s.c.E. I �r �^ PE j"� coo) TOWER LEG,343 N 0 HIGHLAND NORTH, RANGE 6 WEST sar BERN�RONo MERIDIAN SHOWN 7.,g��` ��y h S C•/W , t A1 ` Cf) AVE. 0.20 MI. W 0 SAN-SEVAJNE RD., N 6837'36• W ON A MAP FILED IN BOOK B8 PAGES 36 i1AVS NEW CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 (a INSTALL 4"' 5C 4-,40 PVC, .5LEE-VE �� 9 O �• 'vo• 2.s� MI. R ALO G HIGHLAND AVE., 11� CASE AS NOTED & DETAIL HEREON; H =3 1/40$ // F' 21 2747 ELEVATION SIERRA AVE. 1428.6090 SAN BEH az, INCLUSIVE, OF SURVEY, RECORDS OF sAr+ BERNAlZDINo COMM 10 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE #20) Q o 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. PLAN NOS, 109 & 130. 12 SAWCUT AND REMOVE EXISTING AC PAVEMENT. e 13 SAWCUT AND REMOVE EXISTING CURB & GUTTER, DIAL TWO WORKING 14 CONST. BUSBAY PER CITY STD. PLAN NO. 1014. BEFORE DAYS BEFORE DIG 16 YOU YOU DIG CONSTRUCT RAMP DEPRESSION ONLY - IN CURB RETURN PER CITY L STD. PLAN NO. 1006 (NO CONC. APRON) TOLL qqmllpw, 1-1300-227-2600 A PUBLIC SERVICE BY UNDERGROLMD SERVICE ALERT ® • � • � � ��HM iiiiiii ° r��I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT _• STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �oY M � s�F`y PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. SHOWN HEREON AND CARRIED FORTH IN ADILIGENT MANNER, � ¢O No, 62183 FN 10601 CHURCH STREET , STE. 107 to DRAWN BY: LP P.M. FSO. 15719 SCALE1 "=40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO THE Tx Expo 9-30-05 �} RANCHO CUCAMONGA, CA 91730 PHONE (9C:3) 948 3311 EAST FRONTAGE ROADDATE- FROM 950' 'LY OF BEECH AVENUE .- I DESIGNED BY: DATE SEPT 2002 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�9TFCIv�\"O�`a~P 4F CALIF Date :413'0=-- ERF co CHECKED , PRD BY:. 46e�I'�'�C DRAWING NO.: Y41 IN EFFECT.fa RCE 621 R3 EXP. 9-30-05 M Gam' 1 v 2- ENGINEER R_C_E. 51?a314'4' zSTANDARDS � CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �oY M � s�F`y PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. SHOWN HEREON AND CARRIED FORTH IN ADILIGENT MANNER, � ¢O No, 62183 FN 10601 CHURCH STREET , STE. 107 to DRAWN BY: LP P.M. FSO. 15719 SCALE1 "=40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO THE Tx Expo 9-30-05 �} RANCHO CUCAMONGA, CA 91730 PHONE (9C:3) 948 3311 EAST FRONTAGE ROADDATE- FROM 950' 'LY OF BEECH AVENUE .- I DESIGNED BY: DATE SEPT 2002 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�9TFCIv�\"O�`a~P 4F CALIF Date :413'0=-- ERF co CHECKED , PRD BY:. 46e�I'�'�C DRAWING NO.: Y41 IN EFFECT.fa RCE 621 R3 EXP. 9-30-05 M Gam' 1 v 2- ENGINEER R_C_E. 51?a314'4' zSTANDARDS �