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HomeMy WebLinkAbout1458 B M 10070 ELEV. 1415.965 2" BRASS DISK IH CONC. CURB STAMPED "SECS BM NO. 8-21 1970' AT NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND ETIWANDA AVENUE, AT NORTHERLY CORNER OF CATCH BASIN 66' FT. NORTH OF HIGHLAND AVENUE. 4 STREET IMPROVEMENT PLANSF OR INTERSECTION T ROCHESTER AVENUE GENERAL NOTES I All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1988 Edition with the 1989 and 1990 supplements. 2. Public and private utilities and substructures shown hereon are from available record. The CONSTRUCTION NOTES; _ ; Contractor shall be responsible for protecting all utllities and substructures as shown within INDEX Io--ADJUST TO GRADE. the construction limits of this project and shall be responsible for any damage as a result of VICINITY MAP SHEET DESCRIPTION r --CONSTRUCT 5"A.0 OVER 4" CLASS 2 AGGREGATE BASE. the construction operations. I TITLE SHEET NOT TO SCALE 2 PLAN AND PROFILE 3O--CONSTRUCT 6 CHAIN LINK FENCE BEHIND R/W AND REMOVE INTERFERING 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following 3SSIGNING AND STRIPING PORTION. utilities two working days prior to construction or regarding any problems. 448 TRAFFIC CONTROL �—CONSTRUCT 8"A.C. BERM-CITY STD. 313. Southern California Edison Co . (714) 947-8207 50---SAWCUT AND REMOVE. Southern California Gas Co. (714) 335-7712 @—=REIOCATE, BY UTILITY OWNER. P#S TO HAVE 18"MIN. CLEARANCE FROM BERM FACE. General Telephone Co. • (800 422-4133 7 REMOVE. Cucamonga County Water District (714) 987-2591 - COUNTY 8 CONSTRUCT 4'; A.C. OVER d' CLASS 2 AGGREGATE BASE. 4. For inspection of this project; the Contractor shall contact the Public Works Section at 989- I 9 HYDROSEEd FOR EROSION CONTROL. 1862 Ext. 2340 two working days prior to the required date. I I „ HIGHL NO AVENUE 30 10 COLD PLANE I /2 AND OVERLAY 11/2 A.C. 5. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department CONSTRUCT '.l" AC. WHEELCHAIR RAMP AND SIOEWALK- CALTRANS STD. N8-B CASE E. A.0 SHALL � C2-AR-4000: prior to any construction or encroachment within any City of Rancho Cucamonga easement 2 S o i2 CONSTRUCT 3~A.C. DRIVE. MATCH UP WITH EXISTING DRiVE AT R/W WITH A SMOOTH TRANSITION. A.C. SHALL BE C2-AR-4000. or right of way. 6. The Contractor shall notify the San Bernardino Sheriffs Department, Thg City of Rancho W' SIGNING AND STRIPING NOTES: Cucamonga Fire Department and an affected school district, 72 hours prior to construction W z , g y W THERMOPLASTIC 4" SOLID WHITE"EDGE OF PVMNT." STRIPE CALTRANS STD. A-208;DETAIL 2T8. indicating any detour and/or road closures. >a 'a �- M 2o--THERMOPLASTIC 8" SOLID WHITE LINE- CALTRANS STO. A-20C, DETAIL 38. 7. All conflicting striping and pavement markings not shown on the plans shall be removed from W Y. w W.. a T T - > > W I) 3 THERMOPLASTIC LEGENDS - CAL CALTRANS STD. A-24 C. the pavement b sandblasting b the contractor. o vl P y 9 Y a �:. z z a U•� a w THERM0P LAST IC 4 LAS IC WHITE TYPE VI ARROW-CALTRANS SiO. A-24-8. 8. Contractor shall possess a Class A License In accordance with the provisions the Contractors License Low,sufficient to cover a I I the work to be performed by him. BASELINE ROAD a o W 5Q--THERMOPLASTIC DBL.YELLOW STRIPING-CALTRANS STD. A-20-A, DETAiL 22. 6 THERMOPLASTIC 127SOLID WHITELINE.-CALTRANS STD. A-24D. INSTALL 'R-18-1 ON POST. 7�-- z (k—INSTALL W-41 ON POST (48"x 48"SIGN ON 6"x8"POST). Y 9 THERMOPLASTIC WHITE TYPE IV ARROW-CALTRANS STD. A-24 0. J b INSTALL N S LL 1N-53 ON POST. W ,9 I- l i INSTALL TYPE L-I OBJECT MARKER-CALTRANS STD. A-73. W ' GENERAL NOTES FOR CALTRANS w z = , W I. An encroachment permit shall be obtained from Caltrans prior to any construction or a ` ��►P{ AS - ncr hm nt near r within n tat right f way. �adoG. GN6/I�f.BP c�0�7 5-11�.3 e oac a e a o w any state g o y R „ 2 All work within the State right of way shall conform to the latest State Standard Plans FOOTHILL BLVD. - SIGNA oRE TI i-l-E RCE DATE 66 Specifications or as directed by the States representative (standards other than the States CITY OF RANCHO CUCAMONGA must be pre-approved and justified). CITY HALL BASIS OF BEARINGS: CIVIC ■ r 3. No equipment or materials may be stared on the State right of way. °F ER D , T RI VE , I Bearings shown Hereon are based on the centerline of Highland Avenue being N 89c'36'09" W . 4. All disturbed areas in the State right or way must be treated for erosion control (hydroseeding ARROW ROUTE per map recorded In book 47, pages 68 through 75 Inclusive of Record of Surveys in the office o or equivalent, or as directed by the States representative). The responsibility for maintaining __ the County Recorder of San Bernardino County, California. erosion control will not be released until the seeding is well established. The contractor will be responsible for the cost of Caltrans cleaning any drainage structures/channels which have become cluttered with debris and/or silt as a result of, or caused by, the construction project. W = aC O FONTANA , 5. Where survey monuments exist, such monuments shall be protected or shall be referenced and reset pursuant to Business and Professions Code. Sections 8700 to 8805 (Land Surveyor's Act). UGAM01112 15 6. The pavement must be saw-cut 2' minimum from the edge of pavement. The saw-cuts must . be perpendicular or parallel to the State Highway centerline. _-._-_ _-._____ __ - _ __ .__ _ 3' 7+00 TO 9460, 13+75 TO I8+50 7. All signing, stri in and pavement markings shall be in conformance with the current edition MATCH EXISTING CITY striping 9 DESCRIPTION OF REVISION DATE GRADE of the Traffic manual published by the State of California, Department of Transportation, and R/W R/W �,,_,of the Special Provisions. All pavement markings shall be thermoplastic unless otherwise � _ CITY OF RANCHO CUCAMONGA noted on the plans. CROSS SECTION NOTES R/w R/W VARIES 30'70 50 VARIES 30 TO 50 33 33 g y A.C. PAVEMENT SHALL BE 1/3 , 12+20 HIGHLAND TO 8,. The exact location of all signs shall be determined in the field b the State's representative. VARIES 2d TO 36' VARIES 22' TO 36' FINISH COARSE OVER r'Mt . VARIES 28 TO 32 VARIES I5 TO 32 t MiN. 3 59+00 ROCHESTER 2/3 BASE COARSE 0T06, , ' TITLE SHEET 9. All conflicting signs shall be either removed or relocated by the contractor. Relocatable signs SOUTH OF 60+36 4 A.0 OVERLAY SHALL BE 3' 26 .5 3 TO 19 ' 8 * EP. I ALL FINISH COARSE. 12 TO IT-5' I'T05.5' shall be installed as specified on the -plans or as determined in the field by the States �I\ NORTH OF 60+36 I 2' MIN 2!MIN. HIGHLAND AVENUE representative. I / a a 2.5'(WEST OF ROCHESTER AVE.) 1/4"p ER I' • I e 1,4''PER I' / TOE � W 10 I W 12 (EAST OF ROCHESTER AVE.) 2:1 SLOPE 9 2.00% ZOO /, SOUTH I Q 5 5 a W 10. All signs, roadside markers, electroliers, etc., shall be protected and/or replaced in-kind NORTH OF HIGHLAND 7t s} _ - of N 1 STATE ROUTE 30 according to the current State Standard Plans and the current Traffic Manual, at no cost the ��, :. ,s.�ir,.; ,rr. _ ;�'� ' ` `�= « .: HIGHLAND 9 MATCH ( CHAiN LINK FENCE c. W Nr�� 271 SLOPE MATCH ExI_ _ EXIST. � APPROVED BY: - DATE:` zty _ 2:1 SLOPE PROTECT IN PLAC �anEESS� StC ie. SOUTH A OFHIGH LANG 59+02 TO 60+55 � NORTH OF 2'—� � = �•.:,::::::•... � '\C ,� MU ;Q '�/�, 4 HIGHLAND GRADE TO DRAIN GHQ o ��, CITY ENGINEER RC.E N0. 24653 11. The STRUCTURAL SECTION shown within the State right of way is for ESTIMATING 17t25 TO 19175 MATCH EXISTING �' purposes ONLY. The actual section WILL BE designed by a Soil Engineer after native soil 4 6+55 TO 17+35 2 GRADE AT R/W � _ _ DESIGN PLANS PREPARE BY RECOMMENDED testinghas been completed. A traffic index (TI) of IQO shall be used for the shoulder design. TYP. CROSS SECTION — ROCHESTER AVENUE 9+60 To 12+30 No: 36937 3 -L+-qz p g C.S.B. CITY OF RANCHO CUCAMONGA 10 The laboratory reports and the design calculations SHALL BE SUBMITTED to the States T.I.=9 * 10500 CIVIC CENTER DRIVE representative for APPROVAL PRIOR TO CONSTRUCTION of the structural section. R=75 TYP. CROSS SECTION - HIGHLAND AVENUEC VI \Q' DRAWN RANCHO CUCAMONGA, CA 91729 SHEET HORIZ. I"=20' T.1.=9 - Of CAUF�4 C.S.B. I of 5 SCALE VERT. 1"=4' R=75 CHECKED DRAWING NO. R.C.E. N036937 DATE FILE NO 1458 BM 10070 ELEV. 14 15.965 = 2" BRASS DISK IAI, CONC. CURB STAMPED "SECS B N . 8 21 AT NORTHEASTERLY CORNER 197 t , , t , , , M 0 THE C R t , i } t t t , I t X R , { � T. 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M c) .� g>tr.l. N„ v40 CONTRACTOR VERIFY IN SFIE FIELD M n U A CA o ,,, �, '� WITH CCWD,LOCATION OF 6 W. LINE PhIOR TO DIGGING a a O' CiC.O.#2-IA a f� c t, '; 30' 22' "' a a a ►" ° CONSTRUCT,24"CSP DOWN DRAIN, ° `` `'� �' a , aj W/4'SQ.■ I PCC COLLAR AND g' CALTRANS STD. D77-B TYPE 36R - � GRATE 60+55 END AC PVM � 5 = v �s M - . _ v _ _ END � BERM �' t BEGIN BERM Z :; • R � ,• » A.C. l' H 6 36.00 8 � � fn 8 6 9 6 4 6"f'�Y 6 W o a a.. Y �� 2 I SLOPE ti a .. P. 9 i II k`1MIT F � w 0 GR a, LlIVIf 0-F GRADING - �; h:O.C. 1�N r; R/W 75 PE - 60:1 TAPER + z PROP _ `` A :�� RJW ,o - N 5 �I TAPER ' M mo fd v Z �X x`'/� xl� �` ,�\ \ ` _ ' Y \` \ X \ x `x {� \'ll \ �./ �y. C�! � 1� l y \���, �r�X�Y)�}/V\� kix "\/\ \ ti rr\ �x\ \ / x u \, ` J � , `�J � -- ---I3L40O HiGHLANDAVENuE �' �r, ., . „ m M 0 N STATE ROUTE 30 5s+99.22 RacHEs�ERAveNUE 5 10 N� N N M 0 _ _ -i _ - - I - _ - r� - E t - �,9 - - - i c - r N - IGHL--A� �_ NUE_ co QN wv 70:1 _ - -- �- M "o-- 2,_ - - --- - _Iti_ _ l_ -- T - - R/V�, / �' / MO.0 i 851:1 TAPER R/W/ R/ _ 8:1 TAPER ca a LIMIT OF R/w v a 5 - r.�or a � J o — PROTECT IN PLACE 0° 27 2 LIMIT OF GRADINGl - ci Ie N \ - - D w E' PROTECT IN PLACE - X %co moi , pry LIMIT OF GRADING 3 (/ LIMiT OF GRADING - _ o w y loo END A.C. BERM A LIMIT 5 A.C. '; ow - _BCR, i M1r;� -,A?.€? oPofESSI '+' z o MUR _ 59+02 5 LI M 17 4 1 A.0 59+02.09 L.? _ r._ _.a- -_ , a = - ONge o 2 11 a �c. A �` _.t 5 zv~i 61.25:1 TAPER 1� z " �`' �Q �'�� G ` !w '{� 9 4��� i Ox r. w 80 i "':..,.," r-,.. j() �e 'y ;'1 f�l <f i�'UA I l l-C fl�� 6 N co w R 35��7 Z GRADE TO s ao �` � G.X� y 2 � ORANCHO CUCAMC��►' DRAIN t - M N O J U f ?: -.TOE - CONSTRUCTION NOTES `rT�rFn�l -_ ►_ 0 3 a 'L 58t5Q JQIN ROCHESTER_�£_STREET IMP PLAN 1455 SH. 4 �p- - z_ BEGIN A.0 BERM 36'R la--ADJUST TO GRADE. co zz i ,f DESCRIPTION OF REVISION DATE CITY m : I I z'. 2 CONSTRUCT 5 AC. OVER 4 CLASS 2 AGGREGATE BASE. - - - 24 APPROVED _ } " `' _ { + (3 --CONSTRUCT 5� CHAIN LINK FENCE BEHIND R/W AND REMOVE INTERFERING 14 36� 36f 4� CITY OF RANCHO CU%^K$,ONGA I T R Q PORTION. �rY�2 50 50' y �-CONSTRUCT 8" A.C. BERM- R.C. STD. 313. R/W 1 I I ` ,w LIMIT OF GRADING Y —SAWCUT AND REMOVE. PLAN AND PROFILE ~ I I yzTI 6Q--RELOCATE,BY UTILITY OWNER. PPS TO HAVE 18' MIN. CLEARANCE FROM BERM FACE. o �� 5 to LEGEND � Z N HIGHLAND AVENUE a A.C. 7a--REMOVE. ML I Ba--CONSTRUCT 4"A.C. OVER 4"CLASS 2 AGGREGATE BASE. 8t00 TO 18+00 ROCHESTER AVENUE ® REMOVE 9�—HYDROSEED FOR ,EROSION CONTROL.�, APPROVED 8Y: � DATE'.RETURN DATA COLD PLANE II/2 AND 10 � COLD PLANE I /2 AND OVERLAY I /2 A.C. OVERLAY 11/ " A.C. CONSTRUCT 3" A.G WHEELCHAIR RAMP AND SIDEWALK- CITY ENGINEER ^�C� �� RCE. N0. 24953 O A B C D 2 II CON DESIGN F_L,;I� P[2EEARED 3Y RECOMMENDED CALTRANS STD. NS-B CASE E. A.0 SHALL BE C2-AR-4000• CITY OF RANCHO CUCAMONGA 3 q2 89°4737 90°21'49" 89°38�11'f 90°i2 23~ - SCALE I 40 12 CONSTRUCT 3" A.C. DRiVE. MATCH UP WITH EXISTING � ,8. :0500 C,VIC CENTER DRIVE � R 35' 35' 35' 35' DRIVE AT R/W WITH A SMOOTH TRANSITION. A.C. SHALL BE C2-AR-4000. DRAWN RANCHO CUCAMONGA, CA 91729 SHEET T 34.87 35.22' 34.78' 35.13 ' - C•S•B• 2 OF 5 LC 54.85' 55.20' 54.76' 55.10 CHECKED � 14141e4- 36937 DRAWING NO ' R.C.E. NO DATE FILE NO 1458 0 C13 1 ♦ V C18 0 I AD C21 ��WI (Lt.) � W6 � 500 500- 50d HIGHLAND AVENUE - 600' TAPER 2 Z_ 0Z J - ...5 _ _ '♦ _ _ '_��__ _ �_=- - - - - _ _`_- _ -_-__._ __ -- _ - -- - - - - ___ -- -- - --= s_r Q -- -- - -- - - - --- - - -- -- - - ---= - - - - - - - --- ----- ----- -- - - - - - -- ----- ------------ ------ ------- ---- ----__---- -- ---=_ - ---------- - --------__------------- --------- - --- - ------ ----- ----- - -- - - -- - - - -------- - - - -- -- - - - - - - - ---- --- -- _------- -_-- - - - - - ---- - __---- - ----- _Z Q HIGHLAND AVENUE 1 3 m iW — _ — — - ------- ---- -------- -------- - --------- -- ------- 2 - - - -- -- -- - --�- - —� -- - - - -- - -------- ---- - -------- ---- -- --- - ------------------------ -- ----- ---------------- - l _ - C 13 --.� J --- - -- - - -- - - - - - -- -- HIGHLAND AVENUE ROCHESTER AVENUE W _ -- ----- _----_-- s- -_=---- -=-t-_-_._- _-->_ _ __=_-_--_ --- - - • - - - ------- - ----------t-------- -- - t-- - - - - - - f - - - - - -- --- •- -- - - -- - -- - - - - - - - - -- - - - - -- • - - - - -- - - -•- - ----rte- — - - - - - _ • i �• • • • ��— MATCH ORIGINAL STRIPING X / HIGHLAND AVENUE ROCHESTER AVENUE 0 500' 500' 0 V I a nn Y – C20 (Rt.) C20 (Rt C18 HIGHLAND AVENUE DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA LEGEND CONE (50' SPACING) Eyc TRAFFIC CONTROL PLAN N SIGN SIGN PANEL SIZE TRAFFIC CONTROL STRIPING NOTES: TRAFFIC CONTROL NOTES: PHASE Q ❑A 36"x 36" la-- REMOVE CONFLICTING STRIPING. I. CONTRACTOR SHALL ADJUST THE WORK AREA LIMITS TO MAINTAIN ACCESS TO FLASHING ARROW SIGN No'3r,937 3 PAINT TEMPORARY 4" DOUBLE YELLOW LINE ADJACENT PROPERTIES. EXCEPT AS DIRECTED BY THE ENGINEER. `� EXc f.�3°l3Ll j a-- •••� DIRECTION OF TRAVEL © 48"x 18" 2. IF A DELAY OCCURS BETWEEN PHASES, MAINTAIN TEMPORARY STRING TO THE s�qT Clv�� � i APPROVED BY: DATE FLASHING YELLOW BEACON FOF CA��F% ' SATISF!1CTi0N OF THE ENGINEER. .1'0_ CITY ENGINEER, //�l RC.E. NO. 24953 3. BLACKOUT OR SANDBLAST CONFLICTING STRIPING AS NECESSARY FOR LANE DESIGN PLANS PARED BY; RECOMMENDED S R REPLACE WITH THERMOPLASTIC STRIPING AND MARKING TO MATCH SCALE 1"= 40' CSB CITY OF RANCHO CUCAMONGA 3 " -gT- CLOSURE E 10500 CIVIC CENTER DRIVE EXISTING AND JOIN PROPOSED STRIPING WHEN DETOUR IS NO LONGER NEEDED DRAWN RANCHO CUCAMONGA, CA 91729 SHEET BLACKED-OUT STRIPING WILL NOT BE ALLOWED IN FINAL STRIPING. CSB 5 of 5 CHECKED DRAWING NO. R.C.E. NO 36937 1458DATE FILE NO