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HomeMy WebLinkAbout1578 55.09' 54.87' m m w In U m ti w .� H � � 6 Uti N H � M + + 16 (Q fn M QD 15 - _g2°%° p p L38%_ 64% PROP�SED TOP OF A. C. BERM Q 4 N 4 p N/E CORNER PROPOSED TOP OF 4 4 N 4 Q Q p A.C. BERM 14- N/W CORNER Iri ►� m ►` 4 4 m 4 s 6' 6 i CONSTRUCT P.C.C. CUTOFF WALL a 1 6 54.87' 55.09' m '; w " W to 16 - Q� co MN ~ 6 � N 12 00w cam � ; '" � SECTION B -B 13 I5 .12% MM MM ttM - I - - Scale: I"= 4' 4 p PROPOSED E. P. — p — !4— E P 4 — 4 S/E CORNER n n PROPOSEb r� O 4 DETAIL L B ti c0 4 ,'3 . � — S/W CORNER _ •0 a , � I - � 6-� D 4 ' - ' �t ?- Scale: I - 4 0 4 ( 4 M o to � 4 CO - PROFILE 36+00 37+00 38+00 39+00 VERT. I" = 2' EAST AVE HOR I Z. 1"- 20' ! 1 44' 44' 9' I 35'1 35' lotso.11 MATCH ' LINE 11 lot69.89 CONSTRUCTION NOTES: 0o m r BCR S EE SHT; 5 -- ECR-A_* /S c3 v 1 ' , / I 11 Cr QI RELOCATE TB.M. N I a' r� 3 ; ��. 8 t �', " O2 PROTECT IN PLACE 1 ELEV. 15.07 w �- w coo O I I a a:a��T Fes. > © o~; v~-' O3 SALVAGE SIGN XBASlS OF BEARINGS°+° z ri a o �0. 7 � N in w 44 SAWCUT a REMOVE EXISTING A.C. PAVEMENT. o °D Ir i� 10 a l . 71 10 ` +�in + z THE BEARING FOR THE CENTERLINE OF BASE LINE MXZ M ISCE o ROAD N89° 45' 35" E WERE BASED ON DRAWING NO. 1357 O5 SAWCUT 8► REMOVE EXISTING RAISED MEDIAN. EXIST. R/W RI ( �l (_ J EXIST. R/W M '> > 2 i 3 I - _ a SURVEY NOTES (FILE NO. 800-88-06) 6 CONSTRUCT .33' A. C. PAVEMENT. — - -- - - T-- -- - t — —T l yam:. I I FUTURE C i6 42' A.C. ' C FUTUR��s _ r =- - ' �s 3 ' f ..; . AGGREGATE BASE. 7 CONSTRUCT 0 C. PAVEMENT OVER 0 COURSE A - - - - - - - - - - __ -�X1ST. Cults 8 CONSTRUCT TYPE (A2 -8) CURB a GUTTER PER CITY STD. NO. 104. . 0 IDu WT FO- NOTE. .11� EXIST. A.C. BERM 9 4 4 !+I _ 9 12„w _ __ _-__ REF POINT (T. B.M IS BASED ON TOP OF CURB ELEV. OF 9 CONSTRUCT TYPE (AI-8) PC•C• CURB PER CITY STD. NO. 104. U O ,<C-0 N I i�Rs WEST END OF CATCH BASIN LOCATED ON N/S OF BASE LINE ROAD W/0 EAST AVENUE. 10 DEPRESS CURB FOR FUTURE HANDICAPPED RAMPS. neo. 12"W t4' _s neo. 12 ' w 11 REMOVE ST. LT. BY OTHERS (SCE) o - I I I in 0 12 INSTALL 48° R.C.P (1300 -D) w N � c°n l 13 INSTALL CONCRETE FLARED INLET PER CALTRANS DRAWING NO. D94B. -11 -- 12" W W FUTURE 8” PCV SEWER--- --- 3� � (GF'r� CONSTRUCT TYPE (AI-6) PC.C. CURB PER CITY STD. 104. _ NOTE: a 3p - N89°45' 33" E - 37 _ 39 *-POTHOLE PRIOR TO CONSTRUCTION BASE LINE I I I' RAISED MEDIAN ROAD 41"W It II I CITY " I 0 DESCRIPTION OF REVISION DATE G, APPROVED CITY OF RANCHO CUCAMONGA 4 EXIST. E.PO ESEXIST. EP4 9 PLAN & PROFILE - � -� FUTURE c _86-7 PROPOSED I 1 3 i ERPPOSED d� FUTURE c 8 e _� 1' _ _ .I E.P R, I - - Z BASE LINE ROAD 86 EAST AVE. E X IST. R/W Iii RI f EXIST. R/W 70 x 10 I / CIDD W No. 20fi01 N I 5 Ex�'�-30-97 INTERSECTION X N X �9 �,� P - T VI Z �+° + B ! 6- -- - 15 I ODD w z a+o F of cA�.�F°P APPROVED BY, l DATE: G— ff) + v O rn CITY ENGINEER RC.E N0. 24953 w -, C ,•, to 6 �.0 13. REMOVE & REPLACE 9+11 .11 ( ,3 . F.� I 1281. T.C'IrL I AIR RELEASE VALVE I DESIGN PLANS PREPAR BY: RECOMMENDED f� . 89 My CITY OF RANCHO CUCAMONGA Q R L T ECR l I I silo 0. 42 A.C• OVER 0.50 C.A.B. CITY OF FONTANA 10500 CIVIC CENTER DRIVE I " I I I ( BCR *WGWMMWD - DRAWN RANCHO CUCAMONGA, CA. 91730 SHEET ' I 35 A 9001043 35 55.09 3 5.11 9 �5 rn� 1-0 MVA 4 5 n I 1 OF B 89° 49 i 17 35 54.87 34.89 4444' i APP VED BY DATE. ��,-/(_QL CHECKED i � R.C. N0�(poll DRAWING N0. � / C MATCH LINE SEE SHT. 5 - R.C.E. NO. 2GG 16 J LM DATE s S FILE NO ( J 8 WEST 2 6' .. t 16 R/W .,' TRANSw 6' U W� EXIST. F.L. N v m HD � �� 7 1.5 v w rn Nw Z -20 fa - °D + N NO -� 14 b - - J F O(3 O � O PROPOSED TOP OF CURB cD 0) r � � 16 ciWOD q rno � o �oQti �I -16 ~ - - °' - .12 /. . 52% 15 q3 + - -- - -- -- Q p 4 -+� 1.5 -14 '. Ki rn I 4 (.04 Cm N 14 Q O - �� - 12 3.OlO 4 1� u�i p 3 1\ \=' 4 11.23 INV' -10 PROPOSED TOP OF A.C. - BERM ( S/W CORNER ) � 11� SECTION C -C �NJ' ` Scale: 1"-4' 9 'I°` S=0 0138 ' 10' A.C. PVMT. 1 EXIST. 48" R.C.P N _ p + + 04 ST 108 L. F N B'-2" FLARED END R \\� 48" R.C .P. 1300-D 44' I 55.09 54- 87' Ci vi m v _ 0 5 H UO v m w mw 3 wci amo 0) Z O a Oc + — m O FU- ~ 0) 00 6 10' 611 1 t co M CO 16 6 di � m in CO + EXIST. TOP OF MEDIAN � 4- � O EXIST. TOP OF MEDIANCO 15 II OD O Kim 0 Q FINISH SURFACE 6� 7 O I — PROPOSED E.P. SECTION A- A 14 6 4 �' 0) WE CORNER) NTS 4 2 64N; O a ro 4 v ' (D '` 12 TYPIC AL SECTION EAST AVE. 0 4 °D _ NTS PROPOSED E. P. (S/E CORNER) FROFILE 9t00 10+00 11 t 00 12+00 13 +00 VERT. 1"= 2' HORIZ. I"= 20' BASE LINE ROAD Y T.B.M. 60' 60' i ELEV. 15.07 6' I ' 54' 1 1 55' ' CONSTRUCTION NOTES: _ I MATCH 6N� 1 36+ 5.64 RELOCATE36+x .86O _ cn BCR /g SEE j SHEET I�10. ECR - 2 PROTECT IN PLACE Ce SCALE: � ' 99 9�F�,' I 2 0 = cn O3 SALVAGE SIGN I 20 OD Zm + OB ,� ,�O n �g2 -� s�A �; w = vi - i 44 SAWCUT a REMOVE EXISTING A.C. PAVEMENT, PC.C. CURB a S• D. INLET. °D �� W IO 9 ` 10 m 4- �a o N 10 O5 SAWCUT 5 REMOVE EXISTING RAISED MEDIAN. C,10,,-EXIST.- ± mom N = 66 CONSTRUCT .33' A.C. PAVEMENT. R/W EXIST. R/W 7 M 7 Il -- _ -- 3 - -- 77 CONSTRUCT 0.42' A.C. PAVEMENT OVER 0.50' COURSE AGGREGATE BASS. FUT. C e, G RI_'_ I 4 m 12 9 -T-- T 88 CONSTRUCT TYPE (A2 -8) CURB a GUTTER PER CITY STD. NO. 104. ;.,.,. ..,:. -- — 4e" RCP— - r _ _ ! -- -- - - - ----- - - -- — - - - -- / , _r-- NO 104 ---- ---- -- - -- 1 ' 9 CONSTRUCT TYPE (AI-8) PC•C• CURB PER CITY STD DEPRESS EXIST. CURBURB FOR FUTURE HANDICAPPED RAMPS -� 8 4 9 13 6 = EXIST E.P.EP -- _ it REMOVE ST. LT. BY OTHER (SCE) 13' 16 PCV �' N � - 41- IDu W.T. FO- 12 INSTALL 48 R.C.P (1300-D). 5 E �� �� � �' M `� -7 om 13 INSTALL CONCRETE FLARED INLET PER CALTRANS DWG. N0. D94B. 00• y N O° 03' 42"W 9 i t 55 N 0' 03' 42 W I� I a W V EAST R' � AVENUE ® CONSTRUCT TYPE (AI -6) PC-C- CURB PER CITY STD. 104• - - ---12" CMPSW 0 - -- --- -- -- in �a •F 0� C �a- __ EX.1_ST. E P -- __ 12.1 6TL i2" w 4 �— EXIST. E.P. - - - - - - - T - - - - - - - FUT. CBtG�- 10 PROPOSED E.P —_ _ —_ OS E.P RCP _ RI I 36" -- - f - — - — — —� P ED-,E _ _ __ -_ DESCRIPTION OF REVISION DATE CITY EXIST. R/W TD / vw EXIST. R/W APPROVED > '1 :� O H H J \ ,�' W iv _ Q1 fn �,Nz 8 tiC'. a1 - 11 a °° W CITY OF RANCHO CUCAMONGA I _ / B m f m;w� °° gp F�• / O + m 0 Z� - W 56 - Q¢ ES �otiq PLAN a PROFILE O ,p Q O V w �a �� I 14 I } ST. LT. O W 2 ±I O Q e �. Lo 0: 38 t 25.86 _ � 9 F L. _ 38 +25.64 q BASE LINE ROAD a EAST AVE, ECR fl I BCR m 54' 55 5' a No. 20601 z 60' 60' 4p c� Q INTERSECTION r 4 OF C A.0 MATCH UNE SEE SH T. APPROVED BY: DATE CITY ENGINEER R.C.E. N0. 24953 REMOVE a REPLACE DESIGN PLANS PREP D BY: RECOMMENDED o R L T CITY O F FON TA N A MVA CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE A 900 10' 43" 35' 55.09' 35.11' 0.42' A.C. OVER 0.50' C.A.B. DRAWN RANCHO CUCAMONGA, CA. 91730 SHEET B 890 49' 17" 35' 54. 87' 34.89' MVA 5 OF 5 APP VED BY. DATE:t1- /!-? G CHECKED Z06o1 DRAWING NO. ,p R.C.E. NO C. R.C.E.NO. 2_ f 4Cf6 J LM DATE S -9 FILE NO 1575 —