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HomeMy WebLinkAbout1426 CITY OF HANCHO CUCAMONGA CONSTRUCTION PLANS FOR TRAFFIC SIGNAL AND STREET ON ROCHFSTFH AVFNUF F00TH1 [_ 1_ BOU [- FVAHD Q BASE. LINE ST. w W a > > z a a 3 I W CJ Z w VICTOR[ W Y LAKES J (� 0 Q 15 FOOTHILL BLVD. 0 BENCHMARK: ss FOOTHILL ss No . 131-B . PK Nail in wingwall northeast corner Rochester Ave . and Foothill Blvd . Elev . 1208 . 05 Or- BASIS ARROW ROUTE ARROWROUTE BASIS 0 F BEARINGS: 11 CONSTRUCTION NOTES The Bearingof N00033 ' 05 "E for the centerline of Uj Rochester Avenue, north of Foothill Boulevard, >I 1 OVE AC PAVEMENT. Q a as shown on Parcel Map No . 7267, M . B . 78/43-44, 2 ADJUST SEWER MANHOLE TO GRADE,CCWD STD. NO. 18. Records of San Bernardino County is used as the 3 TELEPHONE M.H.TO BE ADJUSTED TO GRADE BY GTE. W) a Basis of Bearings shown hereon . ' , x �4�--ADJUST WATER VALVE TO GRADE, CCWD STD. NO. 4,4A. r 15 a GAS VALVE TO BE ADJUSTED TO GRADE BY SO. CAL.GAS CO. I N 3 C_._�5 --" W 6�-POWER POLE TO BE RELOCATED BY SO. CAL.EDISON. � 7 ?--REMOVE STREET LIGHT AND POLE, B Y OTHERS. I W _i /—REMOVE FIRE HYDRANT AND VALVE. GENERAL NOTES 9 `-REMOVE SIGNPOST. L O C A T O N M A P �� CONSTRUCT CURB &GUTTER (8C.F.)RC STD. 303. 1. All work shall conform to the City of Rancho Cucamonga Standard l CONSTRUCT CURB &GUTTER (8"C.F.) CALTRANS STD. N8-A TYPE NOT TO SCALE Drawings and the Standard Specifications for Public Works , A2-8. Construction (Green Book) , 1988 Edition, except work to be 12 ONSTRUCT AC PAVEMENT ON AB Ik'ER TYPICAL SECTION. performed within the State right-of-way shall conform to 13 ---CONSTRUCT CROSS GUTTER (X=2',WIDTH=4') RC STD. NO. 308. INDEX CALTRANS Standard Drawings and specifications. Relocations or a14CONmucr CURB TO CROSS GUTTER TRANSITION PER DETAIL.adjustments to utility facilities shall conform to the Special / _ Provisions and/or Special Details as shown hereon. \15i__- CONSTRUCT AC BERM (8") RC STD. N0. 313. X16 r-CONSTRUCT FIRE HYDRANT CCWD STD. NO. 3. DESCRIPTION NO . 2. Public and private utilities and substructures shown hereon are 17 CONSTRUCT RCB PER CALTRANS STD.D80, SIZE AS NOTED. from available record data . The Contractor shall be 18 ONSTRUCT CATCH BASIN NO. 9,LACFCD DWG. NO. 2-D471 WITH TITLE SHEET 1 responsible for protecting all utilities and substructures as LOCAL DEPRESSION NO. 4,LACFCD DWG. NO. 2-D415. shown within the construction limits of this project and shall �19 ONSTRUCT TYPE A AC DIKE PER CALTRANS STD. N&A. TRAFFIC SIGNAL PLAN 2 be responsible for any damage as a result of construction 20 CONNECT TO EX. RCB. operations. 21 CONSTRUCT WHEELCHAIR RAMP PER DETAIL ON SHEET 3.(F U TU RE)© DETAIL SHEET 3 3. The Contractor shall notify Underground Service Alert x__122 SAWCUT&TRIM PAVEMENT TO A NEAT,STRAIGHT LINE. 1-800-422-4133 and the following utilities two (2) working days �23 . CONSTRUCT DRIVEWAY APPROACH (W=16') RC STD. 305. prior to construction or regarding any problems: _ (2�-RELOCATE FENCE. ROCHESTER AVE . (SOUTH) 4 So. California Edison. . . . . . . . . . . . . . (714) 986-5861 25 REMOVE EXISTING HEADWALL. So. California Gas Co. . . . . . . . . . . . . . (714) 798-7739C2i}�_,—CONST`RUCT � 26 REMOVE EXISTING RCB. ROCHESTER AVE . (NORTH) 5 General Telephone. . . . . . . . . . . . . . . . . . (800) 422-4133 SIDEWALK(9' WIDE)RC STD. NO. 311. ( FUTURE)(714) 949-1090 28 CONNECT TO EXISTING RCB CALTRANS STD. D83. FOOTHILL BLVD . 6 Williams Telecommunications. . . . . . . . (800) 642-2299 29 COLDMILI_005' AND OVERLAY0.15' TO LANELINE. (714) 947-9441 30 CONSTRUCT GUNITE LINED CHANNEL. Cucamonga County Water District. . . . (714) 987-2591 31 TRANSITION STRUCTURE: RCB TO CHANNEL. SIGNING & STRIPING 7 4 . For inspection and survey work for this project, the Contractor shall contact the City of Rancho Cucamonga Public Works Section TRAFFIC CONTROL PLAN B-9 at (714) 989-1862 , Ext. 312 , two (2) working days prior to the required date. 5. For inspection of the work within the State right-of-way, the Contractor shall contact CALTRANS at (714) 383-4561 two (2) working days prior to the required date. 6. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department , prior to any construction or encroachment within any City of Rancho Cucamonga easement or right-of way. 7. A permit shall be obtained from CALTRANS , prior to any construction or encroachment within any State of California AS BUILT a-11-11 P.P. easement or right-of way. ' DESCRIPTION OF REVISION DATE CITY 8. The Contractor shall notify the San Bernardino Sheriff's APPROVED. Department, the Foothill Fire District, and any affected school district, 72 hours prior to construction indicating any detours CITY OF RANCHO C UCA MONGA and/or road closures. STREET IMPROVEMENT PLANS iVhi0 %646U! v. ROCHESTER AVENUE AND FOOTHILL BOULEVARD . F.,p� CM TITLE SHEET APPROVED BY: DATE: 11'24-10 CITY ENGINEER AA 6o R.C.E. N0.'L Underground Service Alert PRIVATE ENGINEERING NOTE Call: TOLL FREE (NOT REQUIRED BY GOVERNING AGENCY) DESIGN RECOMMENDED DJH J . F . DAVIDSON ASSOC . , IN CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH _ 1 800 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION DRAWN 3880 LEMON STREET SHEET CONTRACTOR MILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF RIVERSIDE. C A . 9 2 5 0 2 _ ANDCONSTRUCTION OF PROPERTTY. THATETHISJREQUIREMENTT SHALLNCLUDING FBEYOF MADEALL TO APPSONS JS OF 9 422 4133 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY CHECKED DRAWING N0. AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 35458 LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE R.C.E. NO--__._ IL�Q�� TWO WORKING DAYS BEFORE YOU DIGAARISINGAFROMOTHEOSOLENNEGLIGENCCEEOF DESIGNTPROFESSIONAIY DATE FILE NO X0568 _ NOTE:, - -- - N01 E_; 54' S0' CONT ACTOR TO VERIFY EXISTI G F FOOTHILL CT - °n ADJUST CATC1 BASIN SUMP "V" FOOTHILL BLVD_ 47' 36' a HOR IZOi�t f2 - fT F.t $F -t8' C.f� NOTES CALL -CAT-MS PRIOR TO CONS RUC . z I w __ TIMBER 13 FAD OVER l SLOPE EXIST. - o h- 2:1 3 3b` BLOCK TION F RCB EXTENSIONS. -- > u' OUTLET AND ILL SUMP WITH 10. CATCH BASIN FROM STA. 10+95 TO 11+20 z - cm - cv z SAND. P-OUI{ a VARI�S WALL CURB & GUTTER RC STD. DET. 303 m N �` + o q-' - 0 PRS-EsVENBONDING.t"SING • FROM 10+85.52 TO 10+95 AND 11+20 TO 11+40 __ c� r 2O. 8" AC BERM RC STD. DET. 313 FROM 11+40 TO 14+50. - m 0- EXIST. o -100 2� x - 6 2/ 3. PAVEMENT SECTION 4" A.C. ON 6" CL II A.B. m o10) N v HGL 3 1.0'� 1.0% 5� + - -- 6' 2-O,A 1.5� 3 0 6' SLOPE 4. CATCH BASIN FROM STA. 10+90 TO 11+25 CD m'o 0 0 ' I __ W_ 3 CURB & GUTTER RC STD, DET. 303 FROM1206 L /°l a 11+30 TO 14+58. �� a o a 1io2 � �"a���5�- - X 2.0 a 1 - - - CAP 21' 12' 12' 12' 12' l0' 4 U) tASSUMED) + ��yV - PROPOSED - m io 1.0'x 2.0'RCB SAND w w 1.6'x 8.0' RC Pill I<H` ", , -- -- zo a *NORMAL CROWN SECTION SLOPES DRAINAGE- =44 th z_ SEE NOTE v N MODIFIED TO MEET EXISTING CHANNEL w c.f.S. z a °D FINISH o M.^_ � _, m (1199.22) F.L. CONNECT TO EX. 18" RCP T1= 9.0 IMPROVEMENTS AND PROPOSED -- + R= 60 SEE SHT. 4 a o3 ,n z GRAD a• > + v > t u c� 0 11+04.45 EDGE C.B. CATCH BASIN INLETS. --. = �10 Z o p Ft. - J a m o - - - j Ir DRj o . -GRADES - -- z . ROCHESTER AVE. PROPOSED CROSS SECTION o w Z � = GL 6.1 w.S. 0 0 o cn 0 °� - N.T.S. + o + -� w'x lg5 8 4 a . RCB EXTENSIONS • � v - � SCALE: HOR I Z. I'=40' !20230 TRANSITION �NV� _ PROPOSED I SEE VERT. I'=4' 51 RUCTURE EX IST. Q-35 z m lX 4.35 NOTE 50' 50' NOTES ROCHESTER STATIONING c' S' u a BULKHEAD I 3 OI. FROM 4+00 TO 8+00 DISTANCE VARIES FROM 9+00 10+00 11+00 30' 30' I vii ix 8+00 TO 10+00 DISTANCE = 26'. (1200.481 F.L. CONNECT TO EX. 18" RCP -3 VARIES VARIES 1X � 0 2O. 2" x 4" REDWOOD HEADER AT EDGE OF PAVEMENT 36 36 4 rr i FROM 3+50 TO 7+40. I I I a 1 3O. 4' WIDE VALLEY GUTTER FROM 7+40 TO 8+15 ITRANSITION. FROM 8+15 TO 8+25 CURB & GUTTER 5x 111.0% 1.0,G 1.5% 2% RC STD. DET. 303 FROM 8+25 TO 9+13.70. APPROX. 3/4" EXCEPT APPROX.' I I/2" ON SLOPING ,Z.0 SCORE 2' 2' SEE GROOVING DETAIL PORTION OF RAMP 3 3 x G) 4 \ Fr \ 2.0% 4. PAVEMENT SECTION 4" A.C. ON 6" CL II A.B. CURB & LINE ix a: 3 - 8. CURB & GUTTER RC STD. DET. 303 FROM 7+40 TO 9+14.30 GUTTER z 6. GUNITE LINED DRAINAGE CHANNEL DEPTH-2.5'. 5 co o 0 U �_ v �: /4' m w 2 10' 12' 12' 12' 12' 10' S I �: SIDE 6 �' T1= 9.0 SLOPES I/4" R= 60 at 2:1 . GROOVING DETAIL ROCHESTER AVE. PROPOSED CROSS SECTION 2' N.T.S. STA. 3+20.00 TO 9+14.30 5'm 2' 2' 5'm 028 I/2' � 45' _ _ 39' NOTES � X33' 38.5' I. EXISTING 5' x 5' GAS VAULT. PROTECT IN PLACE. " 4. 1 2. PROPOSED CATCH BASIN-WEST. NOTES I/2 SLOPE at I 36` 3. PROPOSED CATCH BASIN-EAST. � " 2:I � 5 I. THE BOTTOM OF THE RAMP SHALL HAVE A I/2 LIP AT 45 3 4. EXPANSION JOINT MATERIAL AS REQUIRED TO 4 X28 i/2 2, SIDEWALK AND RAMP THICKNESS SHALL BE 4". LIP DETAIL - s g p I SEPERATE AND PREVENT BONDING BETWEEN STRUCTURES. BACK OF S/W p 3. RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES \10 ?A� I O PAVEMENT SECTION 4" A.C. ON 6" CL II A.B- AT 3/4" O.C. 0.5` MIN. ,. .. 2. O�� N I °� 1 �• I 2A I 3 4. RAMP SHALL HAVE 1/4 GROOVES AT 1 1/2 O.C. GROOVES a � xlco � / � I o w o 5 � � I m SHOULD BE ALIGNED PARALLEL TO CROSSWALK. Q_ ( c I WHEELCHAIR RAMP DETAIL w x H w I w z ix O I. � 4 c/) T1= 9.0 4 RC STD.. DETAIL 303 R= 60 3 2 2' 2' o ROCHESTER AVE. PROPOSED CROSS SECTION NOTES M `+ N.T.S. OI. C TO TC DISTANCE VARIES STA. 5+20 TO 8+00 DIST. =23' + TO 51' AT 10:1 TAPER STA.8+00 TO 9+55 AND STA. o - - Q 10+97 TO 12+80 DIST. = 51' STA. 12+80 TO 13+30 DIST. 51' a � 60' 60' TO 41' AT 5:1 TAPER 10' �- 9#8 Q,. 980 o � 50' S0' I. Q A S BUILT ��l�qr P�•�• ~ o SLOPE I 3. DIST. To EXIST. GRADE BREAK AND PROPOSED JOIN LINE VARIES. DESCRIPTION OF REVISION DATE CITY ao 12:1 I O O 3 4. 6" A.C. DIKE TYPE A STA. 8+00 TO STA.9+44; STA.10+97 TO STA.12.80. CURB & GUTTER TO CROSS GUTTER TRANSITION APPROVED to 5. CROSSFALL SLOPE VARIES CITY OF RANCHO CUCAMONGA a Q 2% m 3 N.T.S. ��p�C.��`�� m c/) 4 X cd F~ �� of 6. CROSSFALL SLOPE VARIES TO JOIN PROP. VALLEY GUTTER S k� ;� -� O w - _ _ _ X F-I a AND GRADE BREAK. .• �' STREET IMPROVEMENT PLANS w o m a O PAVEMENT SECT ION 4 A.C. ON 6 CL 31 A.B. No. W 66 X Er � / OCHESTER AVENUE AND FOOTHILL BOULEVAR w a F- \� '�,� GyV11. o: x (411OIF a1 07 DETAILS O T I= 9.0 7 oR= 60 APPROVED BY: DATE: t-2(� o � - CITY ENGINEER R.C.E. N0. 3 ~ FOOTHILL BLVD. PROPOSED CROSS SECTION DESIGDJH I.I.F. DAVIDSON ASSOC. INC. RECOMMENDED a880 LEMON STREET o N.T.S.N.T.s. -- DRAWN RIVERSIDE, CA. 92502 EE, F� I'_ m o LEFT- STA. 5+20.00 TO 13+50.00 ' CB OF X N RIGHT- STA. 9+54.64 TO 13+70.00 CHECKED 35458 DRAWING NO. W L0R.C.E. NO ,/, DATE ` FILE NO ���`e) PARTIAL VC x'3.40 VC EXISTING GRADE J P.I.=04.40 w J f- at I I'LT. STREET t J J J � z ( v BENCHMARK 131-8 rh ro U.i v PK NAIL IN WINGWALL NE CORNER ~ ~ ~ J J flo M 0 �? ~ ROCHESTER AVE. AND FOOTHILL F-: W J --I 0) M � 0 ' JOVJOH ~ F- O - cli m a W o H w o ti m BLVD. ELEV. 1208.05 M MM p � � aJ OWLL M �tM + - + ~ J IT W }- ti N m + O .J OW OWW � 0m01 + � aD0 MIO O J 2 J rrj c9 v O 0 W O W qt + M = W m _j 07 N v O WW ctN ON + NN MNmO �- > o :J M OEi ct + MN + KIN QD00ID0 �VC TANGENT > o O ~ m ai � w ow + 0 -cr q 00 0o GRADE = 2.71% W O 0 a. � 1 a O ti 111- 000 VC TANGENT at 9 + 13.70 0 (f? p I.L. PROPOSED it at CIO o °° o a w + `° + o to CURB GRADE = 2.11% O _ o ROCHESTER (NORTH) w c7 v o w + WOR ~ o ' CROSS GUTTER TRAN- at 8 40.00 m -' 1200 LT. Z Uj -' an at 36 LT. SITION m o 1200 LT 0 a + p �- - 250' VC • P.I.=03.91 CID o � o w °D 0 vi o ti VC TANGENT W �' N + _ PROPOSED E.P. LEFT o ' 0 N 0 GRADE = 2.58% 0 °D rh + M rnm �- t.66% oN ow 00 0 It m 1 ?2% 6% p p W ,1 m m + at 9 + 90.00 - + Leri e t.6 vi rri � m - N + 6 m o • '�/� PROPOSED FINISHED N i SHED O o Ui � 0 W � « + to o `2• M 1.84/. o vi �. p 1 UNn + � OD 0 °' o II/ SURFACE at OD 0 o N o (r o TRANSITION 0 + UD o ti oN o (6 o r` o --1 m SECTION o w ti 0 - 1200 t W , 0 LZ ��-, > EXISTING GRADE at ? � � � po � co m __ � � 99.71' 73.40' '� m IN CONSTRUCTION C 1200 t °� o � co + ON CURVE PARTIAL VC P.I.=04.40 O cv o z + L6 ca 1.60/° 0 oc1 ~ O ui rri 0 - Ln O W V 0) a) U ~ U 0 F' N H � - + L6 0 10 W � � Mm MQ_ 2.04% r o �M 0U 00) 0 - F- � p o a) o 0 0 0 � �i p Co 0 k .9O� 3 0 m + ov m t0 c-" + U°C\i m o VC TANGENT l O/-1 0 > + I` o - + o � 93.39' � _ o + � GRADE = 2.29% TRANSITION ON CURVE ~ + o ~ o ~ o ~ 0 / / VC TANGENT at 9 + 14.30 U `r 1 80�I° _ GRADE = 2.11 1200 RT. SECTION p v _i o 0 v 'l IU-' + e } at 8 + 40.00 Q o � � �, � 0 � M ,80� d 1200 RT. o w m EXISTING GRADE at m � `� � (r 'T o) � � � � `� °' PROPOSED E.P. + o O � + o N PROPOSED T.0 `' M an W (8"C.F.) 36'RT. EXIST. TB o o z ZJp OUJ ov o = O PROFILE SCALE U M � _ � W m = ~ N OD N HOR. 1" = 40' - 0" EXIST. F.L. 8"A "AC + w a) + ca + i c° + r! + ti MODIFIED VERT. I" = 4' - 0" BERM16' ERM mm m d m l a) °' m TYPICAL CROWN SECTION CROWN SECTION 3 + 00 4 + 00 5 + 00 6 + 00 7 + 00 8 + 00 9 + 00 10 + 00 EX. R/W SCALE I' ■ 40' 6 0' FOUND I" IRON PIPE W/TAG S.B. CO. SUR. ROCHESTER TA. 10 + 00.00 FOOTHILL BLVD °) ti 50' =STA. 10 + 00.00 ROCHESTER AVE. STREET t �. x AVE *AU E STA. EQ. ROCHESTER AVE. C° z 0 co WI PROP. � STA. 3 + 21.13 STREET I BK 0 a �� _ �- R/W i O STA + . 10 26.00 FOOTHILL BLVD FOUND I" IRON PIPE W/TAG = STA. 3 + 20.00 CONST. I AH. (D - 0 U) o N O � �' > I p -- <1 =STA. 10 + 00.00 ROCHESTER AVE. CONSTRUCTION t S.B. CO. SUR. 0 m 3 ti C; Q • a O z o- CLr- Zw I a F- - 3 d 3 + L� J H M h ' w W W w x a 0 F- c~n 0 °) ro O STA. 10 + 30.00 FOOTHILL BLVD �Ik• D� W W m a �- m � I 1 a V v I I IRON PIPE W/TAG S.B. CO. SUR. EX. �� -- - - - - - - - 40' VC - BENCHMARK 131-B P.I.=07.16 WLL NEC ROCHESTER AVE &PK NAIL IN AFOO WILL eb t` 0 0 °D O Z BLVD. ELEV. 1208.05 UWJ - tozo OW - OwQ Zm p 0 O N O p N�" WUO O O 10 W MN U N ih 0UJ + > U a in M O O O p a, �- LL. O •/ e 5% o M X > Z t� ff) U-) + � W O jr) W f• l + to (\I 24W O MO +p O * OM � O — � j/e O t` pO`W O + MO p o Om O OO NM � + ofm0 O O — N O IZ + mN56EXISTING m � N O (D06 N o — o • 0.88GRADE at E.P. + o 2.28% PROPOSED TO P of A.C..1210 LT. = 0 = 0 = 0 = 0_ 640 088/ 0720 / BERM t8 lVARIES LT. 1-0.30%) 2 100' VC m 3.30% P.I.=10.08 w VC TANGENT GRADE -+1.77% > oz w O - 80' VC 200' VC 0 Q7 0tO o - 0 P.).=06.80 P.I.=09.08 0 0 U- p O _ O tri ~ t- o CO + too U r - - +2-461/61 Oiff) U') +O > > O o mt; o + t ? r o o toto o D m + O 4t2a o O OO O f) N ` to O O O ++ o 0 O0O0 uoNm m 20 o N1210 C , � + NO O o Om OOm 00 - 0 U') to Nm p _ O N +° N0 +0.50% PROPOSED FINISHEDEXISTING GRADE at 2 2 2 0 0p 0p + p 75'VC SURFACE at CONSTRUCTION C TANGENT = PROPOSED C at , x•67%) \` GRADE = +163% at 1I+00.00 P.I. 10. 02 0 u 0 ROCHESTER (SOUTH) m 50' VC 100' VC 50' VC U > 06 VC TANGENT o w + _ 0 GRADE = -1.20% m o a: P.I.=07.33 P.I.=08.87 > P.I.=09.46 > O at 10+20.00 0 W U a 0 00 0 0 �N V JOIN EXISTING ♦ o o t° CURB & GUTTER O_ � V) > > O 0 0 O C; CID � � mN OM + ~ �- - m m o rl- 0 0 - o ON 6 00 ri0 ri0 v_ o - (+2.17%) 1210 RT. 0 v O o O O� 1r3M 0F� + d7 ND CY "' O - - 1.98% 0 0 0 � to moo? ; � No 0 _ -- _ _---- + r- L+ I� i _ p' -7VC - +0.50% _ 0 = 0 - (-0.40%) C TANGENT - GRADE =2.05% TANGENT EXISTING GRADE= +0.78% at VC TANGENT � GRADE 36' RT. 12+50.00 PROPOSED T.C. GRADE =-0.40% o 0 ($'8 C.F.) 36' RT. PROFILE SCALE + a MODIFIED CROWN TYPICAL CROWN HORIZ. 1" = 40' - 0" - N SECTION RIGHT SECTION RIGHT VERT. 1" = 4' - 0" 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 le CATCH BASIN NOTE: W C CONSTRUCTION NOTES 3 � 0 � � w REFER TO DETAILS (SHEET 3) FOR STORM W m m A.C. PAVEMENT. I U � U DRAIN PROFILE & CATCH BASIN DETAILS. > � scALE. I- • ao (D— REMOVE A PA EMEN • o a .. w z o � a 10 CONSTRUCT CURB & GUTTER (8 C.F.) RC STD. No. 303. I N m w x w 12 CONSTRUCT 4" AC ON 6" CLASS 11 AB PER TYPICAL SECTION o l � U W m _ O- O � c�i m A.C. BERM (8 ) RC STD. No. 313. W O cv E15�— CONSTRUCT O W X ♦ + m o v d W m 18 CONSTRUCT CATCH BASIN No. 9, LACFCD DWG. No. 2-D471 —-- > 50' O - a v w o z z �- WITH LOCAL DEPRESSION No. 4, LACFCD DWG. No. 2-D415. STA. 10+00.00 FOOTHILL BLVD. W4 '- a N® = z cn w 0 o w 2 SAWCUT AND TRIM PAVEMENT TO A NEAT STRAIGHT LINE_ + J tt - - STA. 10 00.00 ROCHESTERAVE. � E A E. ST. � a � • c� m .. O N 3 Q D. t9 O W W O FOUND I IRON PIPE W/TAG S.B. CO. SUR. o z 1 I � m O o > i 0 s ! N N � Z a p I I S9 C G' m a PROPOSED R/W t) w 0 a �,• Q + ♦ �_ �_ 15 10 `� l �� �6• STA.I +5 TAPER at 10:1 °�� < w -- - - POINT cn c� 1 — A/ I �1� 15 m �`ti -----r—se - I I to EX I ST. R/W —� EX. 2'W x I' / \\ w __ ' Y - - CONSTRUCTION C RSB I �� -- - - -- -- - - ' - - - - _ - --- - - � <- 4. ° , \ 06.77 F C / to I 12 \ 2 ,EXIST. C&G EX IST. E.P. J _ _-_- ---_ -_- STREET it --F1.2H _EX. 6W i fi _ - - - - -_ _ - -=_ - _ - _ -__ _ _ --- — -RCB - _ -- - � - ° STA. 10+26.00 FOOTHILL BLVD. I RCB = STA. 10+00.00 ROCHESTER AVE. CONST. C -- - _ f EXIST. R/W 4.35'Wx1.2'H -0 STA. 10+30.00 FOOTHILL BLVD. I Ct �' •� I � �C I FOUND I" IRON PIPE W/TAG S.B. CO. SUR. RCB ' I m W ��♦• �2 m� cr 0 AS BUILT o !Z•11•gl �R;?� 1 , & Z0 U W CITY W m m W 0 DESCRIPTION OF REVISION DATE APPROVED. I- -, J 3 Z N m J W > m F- > ROCHESTERA CITY O R CH AMONGA � cucMU') w � �w U0 � > _ WF- - � � . I 1 cn z Nv. L - 60 Q a < o e, STREET MPRO EM N PLANS O Q N® c� (n -' o Q- ROCHESTER AVENUE AND FOOTHILL BOULEVARD of r I 18 OD ROCHESTER (NORTH ) 0 LEGEND I — Q APPROVED BY: DATE: 11-20-40 F- REMOVE EXISTING A.C. AND BASE Underground Service Alert PRIVATE ENGINEERING NOTE CITY ENGINEER R.C.E. NO11 517 Call: TOLL FREE (NOT REGIUIRED BY GOVERNING AGENCY) DESIGNJ .F . DAVIDSON ASSOC . . INC .RECOMMENDED CONSTRUCTION CONTRACTOR ASAFES THAT IN ACCORDANCE WITH DJH YENEttALLY ACCFPTED CONSTRUCTION PRACTICES, CONSTRUCTION 3880 LEMON STREET 800 CONTRACTOR WI-L aF REOUIRED TO ASSUME SOLE AND COMPLETE NEW A.C. AND BASE 1 RESPONSIBILITY FOfi JOE, SITE CONDITIONS DURING THE COURSE OF DRAWNCB RIVERSIDE, CA . 92502 .J SHEET CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL P!_ri$.SS 4 2 — 4133 AND PROPERTY; THAT THIS RE7114EMENT SHALL BE MADE TO APPLY OF CONTINUOUSLY AND NOT BE LIMITED TO NOHyAL WORKING HL`URS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDc'rvIFY CHECKED DRAWING N0. AND HOLO JESISN PROFES SIGNAL HARMLESS FROM ANY ANU ALL 8 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE - R.C.E. N03545-- TWO WORKING DAYS BEFORE YOU DIG INGAFWORK TEeqltiARI FROM THESOLNEGLIGEN�OF DESIGNPROFpAL. DATE 3 FILE No L= 55.21 OC BENCHMARK 131-B TAPER at 10:1 a� o w PK NAIL IN WING WALL NEC LEFT E.P. w cru ov Y ROCHESTER AVE. 8 FOOTHILL BLVD. CL z W: u u LT. DIKE ELEV. 1208.05 w Y WZ a w TAPER at a mo =- d u z n. x 5:1 J 0 w N a o N -- --- ~ I ow v _ F- Jw 200' VC PI 07.57 16" DIKE) m 4 W w F- JJ (D m Z m J teO U v w w FM a. a: 0UJ O O V. _j p WQ-j� w OtLi O w O ~Wp O 0 O 0 m M OOUO- C'j ix MN- p w 0vO wi an � 01210 LT. OON � N IOmO v Iw O - . 0 O - W U-)U o o m O o p + + + + (Dto + 0 N O oO O + tD Om 00 OD O OD O OD O O O M O O O O Q p p + Il0 ` O CID co O co Ill 0O a) O O NO cU U +0.30% 0O + O -0.471nm 0.40° EXIST. E.P.� 0 -0.64% oJOIN EXIST. EP ° o JOIN EXIST. E/ P o 0 0PROPOSED E.P. LEFT a: _v N - o W ucr_ O ' o m rl N 25' 25' 25 25 - o O QNV) OP� w 00' VC OSED TOPOF 00PROPOSED TOP OF �v: � (n 07.7118CURB6 A.C. DIKE 5I , LEFT WA.C. DIKE 510 LEF � - ; Wm m a) o L=54.74 0. . o U� 55.13 OC w 54.83 OC OEMm TC PI = 06.35 w w PROP. T.C. cr lIll- v A m = I- m 4 wo f_.: m m N UX cr IY w -- iD % W + � "-' c _N Mo1210 RT. v0 % L oLz m m oW o -o Ct6 ooOO + 0 Ocoti o +MO p O OO O p -4 it) to m m O OD + O (- 0 Ill 0 m O N it) 0) N + O NU + oD M DO O (4) CD 0) OO O -1.00 "."EXIST. E.P. PROFILE SCALE HORIZ. 1,' = 40' 0 o � U- FINISHED SURFACE VERT. 1 4 00 Vm AT 10:1 TAPER LINE Z + co ori W= 00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00Z 14+00 0 CONSTRUCTION NOTES 7- CURVE DATA ob 1.2'H x 4.35'W RCB w I COLD MILL AC PAVEMENT.(MIN.O.15') a PROVIDE VARIABLE STA 10+26.00 FOOTHILL BLVD. v w a DELTA RADIUS LENGTH TANGENT NOTES THICKNESS OVERLAY.(THIS SHEET ONLY) 0 = STA. 10+00.00 ROCHESTER AVE. v Y CONSTRUCTION Q. a cr_ W a © 89.36'51" 35.00 54.74 34.77 TC TELEPHONE M.H. TO BE ADJUSTED TO GRADE BY GTE. Z M w u O N 44 ADJUST WATER VALVE TO GRADE, CCWD STD. No. 4, 4A. u m1 (n W I cD d go- W 0Ill to OD -� x z 70 90'23'05" 35.00 55.21 35.24 TC 5 GAS VALVE TO BE ADJUSTED TO GRADE BY SO. CAL. GAS CO. m aWo I' ; � I I`- ,� w w „ 6 POWER POLE TO BE RELOCATED BY SO. CAL. EDISON. m Z I I m + Z Y z w 8O 89-45'36 35.00 54.83 34.85 TC 7�- REMOVE STREET LIGHT AND POLE. Y ix 07.26 TC U I 07.48 TC o J a w v' po o O9 90'14'28" 35.00 55.13 35.15 TC ow � o I 06.81 FL aw u `am �� u a 88 REMOVE FIRE HYDRANT AND VALVE. p a 0� u 06.59 FL I I oa �- w Ill o �'1--REMOVE SIGN POST. FUTURE STORM DRAIN OD H �6`)g6' d a / SE S EET No.S co m m N M o o 11 CONSTRUCT CURB & GUTTER 18" C.F.) CALTRANS STD. N8-A TYPE A2-8. NOT A PART OF THIS d o \\ %9.c� . z l/ I - �` cD � d w to Z Z cn W MATC LAIN 5 00 o t~ M w FUTURE STORM DRAIN PROJECT. �. - - - w 21 7 17/ III 2 7 _ TAPER _ _ m a PROJNOT ECT TART OF THIS --- -- - - -_ - -- - -- - - - - at 5:1 E C STA. 5+20.00 /o'� ,TAPER at 10:1 - _ 07.55 TG 19 25 7 � _ - 6 19� �' EX. R/W-�� BEGIN TAPER 2 x 06.88 FL EX. R/W AC BERM 4 _ - - - I I -- -- O�o Q� - x � ---- - --- - -- ' I x 12 i'H x 2'W RCB co -� -�-T ���- �--- -- - 4 r 25 I 3 I v FOUND 1 1/4" BRASS &;n p DISK s O- M to p tD 7 8 .. M 7 26 2 `4 N �pCD i� x a3 9 of = - I 29 p NB9'50'04"W 5 6 1325.67 - --- e - s �- /� I I �, - 12 b 14 - 15 %4 COR 7 4" BRASS DISK 2 0 6.7 0 TC p 4 3 ���, +, \ -�- �� N 06.03 FL crD �o�h o 57. MAX 12 10:1 TAPER 'n -- - - - - 2 i 8 2 12 EX. R/W -- i 12 CONSTRUCT AC PAVEMENT ON ABC PER TYPICAL SECTION. _J 9 I 2 4 I 8 21 �J + G I ROP. "/W- 21 i �) � � STA. I 100.00 BEGIN IQ A S BUILT 1 1 2 CURB TRANSITION 14 CONSTRUCT CURB TO CROSS GUTTER TRANSITION PER DETAIL k „r `' DESCRIPTION OF REVISION DATE CITY 15 CONSTRUCT AC BERM (8") RC STD. No. 313. m G IlSE 4 PROP. STA. 10+96.64 �"�- 16 CONSTRUCT FIRE HYDRANT CCWD STD. No. 3. m p p R/W ECR tti AFPRovee. STA. 10+00.00 FOOTHILL BLVD. A i I ^ Q-- , I 5' F 1 � ' I I r '\� CONSTRUCT _ 0 I CITY OF RANCHO 17RCB PER CALTRANS T 80 ! S 0 CV �MO�I�A a- N STD. D SIZE A NOTED. STA. 10+00.00 ROCHESTER AVE. ST. 411 b , ,a o •�c�� �C. 21 CONSTRUCT WHEELCHAIR RAMP PER DETAIL ON SHT. 3. ( FUTURE) & FOUND I" IRON PIPE W/TAG S.B. CO. SUR. O 1 I II I i� { �'7 2 SAWCUT AND TRIM PAVEMENT TO A NEAT, STRAIGHT LINE. , i �� C` OIl STREET IMPROVEMENT PLANS fir'_ RELOCATE FENCE. STA 10+30.00 FOOTHILL BLVD. FOUND I '� � ROCHESTER AVENUE AND FOOTHILL BOULEVARD 5 REMOVE EXISTING HEADWALL. a i i I" IRON PIPE W/TAG S.B. CO. SUR. SCALE i' • 40• 26 -- REMOVE EXISTING RCB. 1. 'W x 8'H CONSTRUCT SIDEWALK 19' WIDE) RC STD. No. 311.( FUTURE)m m LEGEND 17 6RCB FOOTHILL �- CONNECT TO EXISTING RCB CgLTRANS STD. D83. I9�-' COLD MILL0.15' AND OVERLAY0.15 TO LANE LINE. COLD MILL AND VARIABLE OVERLAY TBLVD .00 La-CONSTRUCT TYPE A DIKE CALTRANS STD. NAB-A. (714 IS 5PSE- CKL�') APPROVED BY: DATE. 11-W-610 - CITY ENGINEER L4 RC.E0.2�N5ll Underground Service : ound Alert PRIVATE ENGINFERING NOTE Call: T�L�_ FRtE i (NOT REQUIRED BY u0'v'r_f�'�rI���G AG>=N%Y) DESIGNECOMMENDED NEW A.C. AND BASE. J . F .J . F . DAVIDSON ASSOC . . INC . , INC . i � CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH -- i GENERALLY ACCrFTED CONSTRUCTION PRACTICES, CONSTRUCTION 3880 LEMON STREET CONTRAC.TOR WILL BE REQUIRED *r." ASSUME SOLE AND COMPLETE DRAWN SHEET \ R£SPO,:SiEILITY FOR JOB SITE CDNDITIONS DURING THE COURSE OF CB RIVERSIDE, CA . 92502 6 9 CONSTRUCTION' OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 422 413 3 AND PROPER'i Y: 'HAT THIS REQUIREMENT HIL'_ BE MADE TO APPLY OF COLD MILL AND OVERLAY! CONTIRUC7SLY 'Nr' ii 1; BE LIMITED AG NORMAO WORKING HOURS, AND CONS ,;10 rHACTOR FUHI'H£H AGHEE9 '0 DEFEND, INDEMNIFY CHECKED -� DRAWING N0. I I AND HOLD DESIGN PROFESSIONAL HARN_cSF FROM ANY AND ALL LIABILITY, HF4*_ OR ALLEGED, IN ONNF1;TIUN ,i7TH THE R.C.E. NO-35456 _ j TWC WORKING DAYS BEFORE YOU DIG PERFORMANCE OF WORK ON THIS PROJECT, EXCFPTING 'THE DATE FILE NO ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. I 1 _ 500' TO - - - - - - - - -� i ' " CONST. LINE / 1 — 40 — 0 - - _ ♦ R 400 TO i R CONST. UNE E.P. � J _ I � � �+ 0 - ---- Era} - - - - - - - _ _ - - - - - - - - - - - - ---- - - - - \ A.C. BERM 200' 0 - �NE C S • • • • - ` 7 P3 R7(P3) R7(P3 CONST. UNE -- • - _ _ 1 • • • J J — �- J — -1 — 1- ( ) • • • • • • 36 • • �s • •_ _ tom • •ol AGGER Cl/C 1 EXIST. CURB i — — _ i _ _ _. � � � 7 8 — � P3 P3 - — -- - _ _ - C36(P3) ( ) - - _- - FP!3Ny _ N r]F cuec�� -- - �f(R1� cP�) (P3) P �P3 [ FLAGGER PHASE 1 P I11 x � RASE R R � 300' 500' TO 300' TO - - �� __ C ac G I C & G EXIST. CURB LIMIT LINE LIMIT LINE 00 R/W ROCHESTER GEGEN-D_ r PHASE I 42" REFLECTIVE CONE o 25'f SPACING AVENUE PHASE III • i INSTALL TEMPORARY WARNING SIGN FOOTHILL BLVD. FLAGGER SPEICAL NOTE: INSTALL ADDITIONAL SIGN WITH (P3) DURING PHASE III CONSTRUCTION I I I 500' TO � R LIMIT UNE -------------- - --------------------R i -- UTILIZE FLAGMAN DURING THIS PHASE E.P. 400 TO LIMIT - - -�� - - - - - - - -ter- - - y - - - -� �.� - -- - - - I A.C. BERM UNE PHASE IV - _ PHASE II l PHASE II C1/C17 C18 EXIST. CURB — — - - - __ R700 • • • • • 36 I� I • • 9A • • • • • • • • • • • • • • • • 7 R/W - — — — — T _ C � C do G EXIST. CURB I � R �— ROCHESTER r AVENUE FOOTHILL BLVD. AS 6 U I LT lz P No. REVISION APPR. DATE CITY OF RANCHO CUCAMONGA GENERAL NOTES: LEGEND. TRAFFIC CONTROL PLAN 1. ALL SIGNING AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL 42" REFLECTIVE CONE o 25'f SPACING OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WARK ZONES i INSTALL TEMPORARY WARNING SIGN ROCHESTER AVE �DATE 1985) OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CALTRANS). BUSINESS, TRANSPORTATION AND HOUSING AGENCY. FLASHING ARROW 2. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED. APF-'ROVED 13Y JADE _//- , - o CITY ENGINEER R.C.E. NO.ZI$/7_ DESIGN J.F. DAVIDSON RtGuAaMt:NC)E,1 Y 3° 18 3,_91 Q,M.A: ASSOCIATES INC. MUNICIPAL ENGINEERING DIVISIaN \T�AfE�� DRAWN 3426 TENTH STREET SHEET q1 K.T.O Rivderside, CA 92502 __8—OF 9__ f (714)683-0209 FAX:(714)686-5807 CHECKED G QR.T.E. NO. 18 DRAWING NO. -- DATE 10-117-30 FILE NO. 8810568 ROCHESTER AVENUE a 500' TO 1000' TO o �- �. ---- EXIST. R/W -- - - - - - RLW - - - - E.P. C20 C23 - --m - - - - - I E.P. - - R/W - I 1 II R/W � I - - - � 111111 FOOTHILL � ILIIIF Il II, I '' , III BLVD. - II LEGEND • 42" REFLECTIVE CONE O 25' SPACING JL WARNING SIGN GENERAL NOTES: 1. ALL SIGNING AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES (DATED 1990) OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), BUSINESS, TRANSPORTATION AND HOUSING AGENCY. 2. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED. ROCHESTER AVENUE a � I / , l 1 / I ' T 500' TO 750' TO � 350 0 �O -- -- ------ lT SINE --- LIMIT NE w i R/yy ' � � I � EXIST. R/00 W o -- -- -- ---3 ---- -- ---� / I 11 - _R/W 1 L / C20 Ici8 23 II - - - - - - - - - - - - - - - - - - - - - - - - - - - - E .P.— - - - - — — �C VJ � • • • _ �s��� = c = _ _ � a a a a a s� a a a a a a a s� a a a a - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - rn E.P. II /W FOOTHILL II II II I ►► ►I II• BLVD. AS BUILT ft I P49. No. REVISION APPR. I DATE 2.00_' LEGEND CITY OF RANCHO) CUCAMONGA- 0 42" REFLECTIVE CONE O 25' SPACING -------� ---------------- ------- -------«----------- -�� �"� i WARNING SIGN TRAFFIC CONTROL PLAN cn -- -- -- -- -- -- -- -- -- -- -- -- -- -- - W GENERAL NOTES: _ ____-__--=_----_--__-_'-----_- ,__--�-_-_�_=- -_-__------=-----------= U 1. ALL SIGNING AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS N • FOR CONSTRUCTION AND MAINTENANCE WORK ZONES (DATED 1990) OF THE STATE OF CALIFORNIA FOOTHILL BLVD -s-=--------------------------------------=r=-------------- ---==t ----�-- - Q DEPARTMENT OF TRANSPORTATION (CALTRANS), BUSINESS, TRANSPORTATION AND HOUSING AGENCY. N 2. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED. `o c� APF ROVED 8Y �A1 ______-_ - Q CITY ENGINEER ( R.C.E. NOZI SI Z ----------------- --- - -- ---------------------------------_ _ , ./ - - (-TT - DESIGN "' RECOYMENDELi " i =� � J.F. DAVIDSON 1500 TO 1000 TO 750 TO --Q�M��— = ASSOCIATES IMC. i Nr� 18 - LIMIT UNE LIMIT LINE UMIT UNE \ it-!z # MUNICIPAL ENGINEERING DIVISIaN x . E �' DRAWN 3426 TENTH STREET EnET q t�gFF\� ���� K.T.O Rivderside, —9__OF_�_ CA 92502 tf Of�A,`��0 (714)683- 209 F X:(714)686-5807 CHECKEDa_Z _ R.T.E. N0. 18 DRAWING NO. - 8810568 ���P -11 0 FILE N0. DATE 10 9 _ —