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PUSH BUTTON WITH GUARD POST ' I I �_I;� I ' I ` � (n 0 PSR CALTRANS STD.ES-6AA (Includes conduit and conductors `' 11 WAFER1?1_ I I I , , TYP. / -_ - REMOVE EXISTING CROSSWALK HAND RESTR,fPE AS SHOWN ---- �' E�CISTING STORM DRAIN GRATE INLETS TO BE PROTECTED IN PLACE (TYP.) A _ 6" 3' W 3' VARIES 'Act rErz -- LI 111- - I / .- - � _ I _ , s - - - -_ -_ -_ -_ -_ __ I) I I -J ` ` '! - �I 4„ GA./ �� < ---- _�; C - - - REMOVE EXISTING PEDESTRIAN PUSH BUTTON; WELD AND CLOSE Y I f t SAS / 4 ` V. --- THE REMAINING OPENING PER SECTION E (SE SPECIAL PROVISIONS) JOIN EXIST. DEPRESSIO \ I _ + I I / / t / <, XISTG SIGNAL STANDARD if) 1 �0 � } BENCH MARK - - LINE I ` A.". XI TING TRAFFIC PULLBOX TO BE PROTECTED IN PLACE tv ,-. -,- `- ' LG. SPIKE IN P.P. C� N E ---7 �s � o ,, 12. f� :1 ( A o 4311 I / `' - -Z �. � X TG_POWER POLE NO #) TO BE PROTECTED IN PLACE � ASPHALT 11 55' CORNER, ELEV. = 1 1 19.94 I 0 ; 1 , ->! ' /``1 ' - - '� I TAIL D I I ( I 0 I I /. ' ,//" `• : `e 6 3 0 6 12 METERS (Approx.) AC DRIVEWAY 1 • SECTIOItI A- I - <..; N _ - _- - - -�' • ' . a�/lj • ' . XIS G A.C. PAVEMENT 20 10 0 20 40 FEET 1 ' -- I I ;! ,E ' ',.4 ' N.T.S. N.T.S. Mallory Dr. o 0 Y - _ . - �,,(. 4., ., U) �i" i - J.� ! \ <�` ` ` /,,: • CONST CT 4" THICK CONCRETE RAMP (SEE CITY STANDARD 104A) / 40 20 0 40 80 FEET I 1 STA. 188+28.70 G.L. MALLORY DR. \ o �� f F , . � �: � ti 1- (SAW T AND REMOVE ALL EXISTING CONCRETE PAVEMENT, CURB & GUTTER) / 12 6 0 12 24 METERS (Approx.) I / 1 = 20' STA. 186+80.11 OFFSET C.L. MARYGOLD AVENUE 0 (h 1 1 ' \ �" ,--%` `- / ORIGINAL MAPS SCALE EE STREET PLAN sheet 3 of 3 FOR ALL w v I I I CD CD �� ( I XISTING TRAFFIC PULLBOX TO BE PROTECTED IN PLACE --4-------- - ExisTlNc 1-A STANDARD w PED. PUSH BurroN � 1" = 40' STREET WORK AND TOPOGRAPHY IN THIS AREA LTJ p w I : I / i + 2" GAS M i 1 I i I o- +�/ (ER \ TO BE RELOCATED WITHIN 5' OF RAMPED RETURN AS DIRECTED BY CITY INSPECTOR; O p w I+ � - - tI-) j- - i --t- - -- --- - ------ --- 00 \I I t II NEW FOUNDATION SHALL BE PROVIDED PER Cll-rY �-rP. ,35 /'11, O + "' 1 4 II ; I ao w I) (incuding conduit and conductors from existing pullbox to new 1 �r Foundation) EXIST. A6 DRIVEWAY ' \ MODIFIED STD 104A RAMP DETAIL D r � 7 � �, 6 I I, Jumper 9 Avenue 6 .... _ 00 2 6 I � � �.. _ � �- 7 v� � ,\� , ( ! cn , 1 � _ --- SCALE 1 -10 --- --- -- -- -- - 1`1 I ; ,,, I - -- �2�--- .�`� -- `�-- -- -- _- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- 0--- / 7 4 ----- 0-- _ __ d <C -� --�^vI ,f----� ------ ----- --- - -�y, ---- �\® I � i -� ----,--- -� ---' n---------n� � p--- ---- ---- �-----� �-----�---------------------- �---------------n---------------------�,-----n---�----A------- p------------ � , is--Y� '� -„ �� i �C �'1 r\-/-1 !I �, ,R r1 � I\ ----- h �iV -v -U \r' �/�iV rl I\ � -Y rl I\ � ,I N rl I, . rl I\ r1 N rl I\ r� I, I\ r I .. , -\ EP V V� I `x' I I X I EP I w (\!I I, �' V V V V �/ ! \ xV l- - - - - C� I L - - - v V v - V - - - - �' �1 - I \ `-- - - -t I - - _ ! 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S <: �`� p \ I I! ll I! \I Ir - \r Ir N - :. C� N J zA -------------------------------- --------------------------------------------------------------------------------------------------------------- -----------------------------------------------Y------------ --- ----------- - ------------------- - V- - L `, A�r . _ - - - - - .r" c - - - - - _ I--- U,�' I L01 1 4 ��� r� nl�� Q Q 6 �`' o h I 2>' GAS 6 EXIST AC BERM � � I{ `�' , � . �-I-- -, 6 SCE 6 LEGEND 1. � START A6 DIKE 2 IE 2. . I I -" I . .1 I " 1� III ,f I II 1 I II ,r -II , I CONFORM TO EXIST. PAVEMENT � 7 1 1 50' RT OF CROSS GUTTER I 00 00 1 3 5 I 1 , SEE DETAIL "C" ; II --I- I1 (0 1 , 1 00 I I 1 (I T- 12'1 I 12' 20' 38' 12' 80' Marygold A ve. 12 3/4" WATER EXISTING RIGHT OF WAY LINE OO EXISTING CURB & GUTTER O3 --`-AC BERM EXISTING AC BERM Q ----,V-:EP ---- EXISTING EDGE OF PAVEMENT Q - �-,,- RB CONC CURB ONLY Q 8 CU 0 99.99 PROPOSED AC ELEVATIONS O 1. 9 (99.99) EXISTING AC ELEVATIONS .San Bernardl`no Avenue PROPOSED AC DIKE 1 '1 1 88' 11 -- --- WATER ----------- SEWER &@ 1 ' II 44 44 II II 11 GAS 1�. W 1 I 4„ GAs 14 I II H II SCE I---- - p i 11 �ci 11 --- ----- CAN a 16 O ro -- TELEPHONE Q -}-duniper�,� ; f 1 ------------------- I\ A venue 0 00 ,j LIMI 0 SAWCUT - ________ STORM DRAIN Q 11 l 17 -- 4--- ----------- 2 #5E AT CR 140 L�T a `-" II 1 �- n r---- �• 4 �`� '� N 1 cvlc�- AG �nolvc�n_t„v� 19 rl r1 1\ \ Q. --i- _ �- f f f - , I --- Al t� f4e -_ - -t��- G�j - - -- - `` - -; -� c ` '� -�o. -: tea, �o - " 11 C NF' RM TO EXIST. O - 20 h �, ho, N 1 PAVE ENT STA �� +61.33 21 11 s���{.. PROPOSED AC PAVEMENT Q - - -- - - - - =9--__ - -- -� - - - 2 -0 - - - - - 1. cam, , 1, 0 0 - -.- - _ - ---0 - - 3 r -----"1 -- ------- - - 22 - - I - T/ - A : v,- -1111 - - - __ _ ___--- -- -may -- ---- Z - - - - `� ��\ I ` �` �' - - 23 _ �nUA 2 � 1 LIMIT 0 SAW U I �`�,I 1 1� 0 < < 6 �' :AT ECR 40 T L J & 199+99.92 24 Q �� � 1 4 I 11 2 I I I STA. J U N I P E R AVE . �oFEss�oNq� I II ; II STA. 10+00 SAN BERNARDINO AVE. Iwo q, FIELD VERIFY LOCATION OF EXISTING 1 1(y 11 ; I I �`�' 0 25 DRAIN PIPE PRIOR TO INSTALLING ANY I i� : I I FELIPE U. MOLINOS � CONDUIT OR PULL BOXES. 1� 11 1 4" GAS A Imo• �-INo. 40964 +II ; 11 Exp. 3-31-99 1011 I I �- i6 ,i iii i) II IS�qT CIVIL F OF CpuF .San Bernardino A venue "FOR REVISION Al & IN " 1-800-422-4133 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG! TO EXCAVATING /---, O CA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIZES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND UTILITIES & STRUCTURES CONSTRUCTIgN NOTES CONSTRUCT 5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE MATERIAL SAWCUT ASPHALT PAVEMENT REMOVE EXISTING A.C. PAVEMENT (INCLUDES EXISTING A.C. BERM) COLD MILL EXISTING ASPHALT PAVEMENT (1") AND OVERLAY WTH A.C. PER DETAIL "C" ON SHEET 2 OF 2. ADJUST EXISTING MANHOLE TO GRADE ADJUST EXISTING WATER VALVE TO GRADE (BY OTHERS) CONSTRUCT RAMPED CURB RETURN PER CITY STD 104A (MODIFIED); SEE DETAIL "D" ON SHEET 2 OF ,3 Q 5" AC - PVMT. CONSTRUCT 4'WIDE (4"THICK) CONCRETE SIDEWALK PER CITY STD. DETAIL 105A SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AND CONCRETE/A.C. DRIVEWAY APPROACH ADJUST EXISTING WATER METER BOX or TELE VAULT TO GRADE (WATER METER BOX TO BE RELOCATED BY FONTANA WATE COMPANY; TELEPHONE VAULT ADJUSTMENT TO BE DONE BY PACIFIC BELL REMOVE AND RELOCATE EXISTING MAIL BOXES BEHIND NEW CURB CONSTRUCT 8' WIDE CONCRETE CROSS GUTTER PER CITY STD. 105 (MODIFIED TO AN 8' WIDTH, WITH AN OFFSET FLOWLINE AS SHOWN ON PLAN VEIW) FURNISH AND INSTALL 2" RIGID METALLIC CONDUIT (INCLUDING ALL SWEEPS); TOP OF CONDUIT SHALL BE A MINIMUM OF 18" BELOW FINISH GRADE. Y8RNISP tONDWITAHALL' BIG�D �INIM�MICOf�018"'U IBE�C�W LFINIISH tWADE. EEPS) FURNISH AND INSTALL 4" RIGID METALLIC CON,Q,UIT (INCLUDING ALL SWEEPS) TOP OF CONDUIT SHALL BE A MINIMUM OF 18 BELOW FINISH GRADE. FURNISH AND INSTALL TRAFFIC SIGNAL PULLBOX PER CALTRANS STD ES -8 (SIZE AS NOTED ON PLAN) FURNISH AND INSTALL PED PUSH BUTTON POST PER CALTRANS STD ES-6AA RELOCATE EXISTING 1-A STANDARD w/ PED PUSH BUTTON WITHIN 5' OF PROPOSED RAMP RETURN; NEW FOUNDATION SHALL BE PROVIDED PER CITY STD 135 INSTALL CITY FURNISHED "WIDE AREA VIDEO VEHICLE DETECTION SYSTEM" (AUTO SCOPE), AND "PRIORITY CONTROL FOR EMERGENCY VEHICLES" (OPTICOM), AND CONTRACTOR SHALL FURNISH ALL LABOR AND ANY OTHER REQUIRED EQUIPTMENT/MATERIAL NECESSARY FOR THE COMPLETE INSTALLATION AS SPECIFIED IN THE SPECIAL PROVISIONS SECTION E, E1, & E2, AND ALL APPLICABLE APPENDICES. ALSO, CONTRACTOR SHALL INSTALL CITY FURNISHED BELDON 8281 COAXIAL CABLE & #14/03 VNTC POWER CABLE PER CITY STD. DETAIL 133 *NOTE: SEE SPECIAL PROVISIONS, SECTION 300-1 "CLEARING AND GRUBBING" THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 4DDED "RECORD DRAW1N1,5" DATA ADDED "PROPOSED TYPICAL SECTON" TABLE; k-,UINUIRETE WORK DESIGN SUeH AS SIDEWALK, RAMP CURB RETURN, CROSS GU - 1 DELETED DETAILS AND CROSS SECTIONS. REV. REVISION DESCRIPTION 4 a; 97 Y - P- J'A/ I 4.23.00 3/4./96 -F-1-1. Ai�V 13--T-94 �ir:�Yi�rs_�=X0 p!w7mr"- �n TACK COAT PER SECTION 302-5.3 OF THE STANDARD SPECIFICATIONS � 2"X6" REDWOOD HEADER rWITH SIDE STAKES EXISTING CURB &GUTTER PLACE AC 3/8" 1 -r ---- HIGHER THAN I I THE ADAJCENT 1 CONCRETE (TYP.) i I I I I I I I _ I I �� 1 1 - - _ `_`= I I ___J NEW AC -j I PAVEMENT DETAIL "B" (TYP.) EXIST. AC PAVEMENT ---+ I" COLD MILL AND INSTALL 1" A.C. DETAIL "C" (TYP.) 5 N.T.S. I 9/13/9 3/4/96 F -M. ie4ec.) 3•s•16 JIMMY W. SIMS DATE DATE ENGR. CITY DATE N.T.S. q 32' 32' z 12' 20 20 12' w z ' ' z 4' 8' 12' 12' 8' 4'� -1 � ENGINEER TO 5" AC Iz ESTABLISH ELEVATION 12, NATIVE SEE W BEFORE REMOVAL OF XIST 3" A.C. � EXIST. PAVEMENT DETAIL "B" w Slope Slop��� : _ - _ - I I- . _ -i SEE 02" GAS ,- - '- DETAIL "B' _ % 16" WATER /'l 6" WATER \� -' _ 15' 6' . \I- ' . I -` I 1 0; -SEWER . A0140A(�S470 I�REPAl2pTWV415&Ar-ArleA-Tlcv" hNA.l.tr CIS Fo (1 'I'v 196e-0110" 1 TYPICAL SECTION �,� P�vl N�iot►a o� -tN� N.T.S. . STATION CROSS CROSS CROSS CROSS FROM TO SLOPE A SLOPE B SLOPE C SLOPE D REMARKS 191+00 199+47.92 Approx. Approx. Straight grade CL to Ely EP; © SanBernardino +3% +3% -3% -3% West side will float to match CL and westerly EP. 186+80.11 191+00 Varies Varies Varies Varies Replace A.C. to proposed grade C.L. Marygold +2.5% to +1.0% to -3.0% to -3.3% to and elevations. See proposed +3.7% +2.0% -4.0% -4.9 % grade elevations on plan view; Straight grade CL to Ely EP; from Sta.177+50 to 191+00 175+50 186+80.11 Approx. Approx. Straight grade CL to Ely EP; C.L. Marygold +3% +3% -3% -3% - West side will float to match CL and westerly EP. 174+13.36 175+50 Varies Varies Varies Varies Replace A.C. to existing grades @ Valley and elevations. See proposed grade elevations on plan view. PROPOSED TYPICAL CROSS SLOPES ARECORID DRAWING Korve CITY OF FO NTANA, CALIFORNIA do �, 1) �0 1 EngineeHing �'' JIMMY W. SIMS oqlDRAWN BY: ASPHALT ASPHALT RECONSTRUCTION PLAN SCALE: 1„-40' I9- No. 35458 - * Exp. * 290 North D Street, Suite 504 DESIGNED BY: JUNIPER AVENUE DATE: P 9-30-99 San Bernardino, CA 92401 s� CIVIL P (909) 884-4777 (909) 884-2277 Fax MAK VALLEY BLVD. TO SAN BERNARDINO AVE. 9/11/95 -1 OF ,``Fd� Korve File Name: 95041-J2 Korve Job No. : 595041x0 CHECKED BY: APPROVED BY: ` ,,--�. Zt-/tea� 25126 DRAWING NO.: 2 Last Date Rev: 9/11/95 Last Print Date: 9/11/95 JWS CITY ENGINEER ,y -e/- ej 6 R.C.E. 2354 73 ��