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HomeMy WebLinkAbout1570 BENCH MARK ELEV. 1342.346 2" BRASS DISK IN CONCRETE, STAMPED "DIVISION OF AM GA FRAN HOC C 0 0 TRANSPORTATION EAST VICTORIA" AT THE CENTER UNE OF EAST AVENUE AND VICTORIA STREET CONSTRUCTION NOTES: 1 CONSTRUCT 8" CURB AND GUTTER TYPE A2-8 PER CITY STD. DWG. NO. 104 T IMPROVMPTS EAiw gt� T AVF44 UF AND VICTO,_ RIA STRFw'-"- E 3 2 CONSTRUCT 4' SIDEWALK PER CITY STD. DWG. N0. 103 EAST AV. - FROM 310' 8/0 VICTORIA STREET TO 475' S/O CATALPA STREET 3 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=16') PER CITY STD. DWG. N0. 101 4 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=24) PER CITY STD. DWG. N0. 101 5 CONSTRUCT SIDEWALK WITH HANDICAP RAMP "CASE C" PER CALTRANS STD. VICTORIA ST. - 3001EAST AND WEST OF EAST AVFNUE PLAN "A88" AND CITY STD. DWG. NO. 103 (ON EXIST. C & G) 6 CONSTRUCT 6' CURB ADJACENT SIDEWALK PER CITY STD. DWG. N0. 103 7 CONSTRUCT A.C. SIDEWALK RANCHO CUCAMONGA 8 PROTECT IN PLACE GENERAL NOTES _ _ _ _ 9 RELOCATE POWER POLE (BY S.C.E.) -� 10 RELOCATE MAIL BOX 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the 11 RELOCATE TELEPHONE POLE & GUY POLE (BY G.T.E.) Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with �u HILLSIDE I 12 RELOCATE TV PULL BOX Supplements. i Av 4TH I 13 RELOCATE SIGN r LSO E 14 RELOCATE METER (GAS & WATER BY S.C.G. AND C.C.W.D.) WE . Public W SUMMff AV 2. ub is and rivets utilities and substructures shown hereon are from available records. BANYAN ST 15 RELOCATE .T. . METER X Y - G E ETE BO B G.T.E. P ( ) . . . a The contractor shall be responsible for protecting all utilities and substructures aS \ CL EMO AVE > HK*LVM 16 ADJUST MANHOLE TO GRADE shown within the construction limits of this project and shall be responsible for any Z oo� 17 ADJUST WATER VALVE TO GRADE g 30 19TH T w 18 A damage as a result of the construction operations. VT 30 W M s wcuT > A Z < m SHEET INDEX 19 0.1 P � � 0 COLD LANE & 0.10 A.C. OVERLAY a z 3. The contractor shall notify Underground Service Alert 1-800-227-2600 and the following zY 1. TITLE SHEET 20 CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. utilities two working days prior t0 construction Or regarding any problems. ASE LIN RD �� 2. PLAN & PROFILE STA. 16+00 TO 24+00 EAST AVENUE 21 CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. Y Pro ct 22 REPLACE EXIST. 1 OLEANDER TR 3. PLAN & PROFILE STA. 24+00 TO 34+00 EAST AVENUE S 8 OL DE EES. Southern California Edison Co. (909) 357-6223/6581 HUR sTL���RR N I I� S'it6 LOCATION PER PROPERTY OWNER APPROVAL Southern California Gas Co. _ 744 = II} 4. PLAN & PROFILE STA. 18+00 TO 23+00 VICTORIA STREET ( ) 909 335 7 3 ( ) v < � 2 CONSTRUCT ACCESS RAMP PER CITY STD. DWG. N0. 102 AND 103 o � T lI o II 5. TRAFFIC SIGNAL PLAN INTERSECTION OF EAS AVENUE AND General Telephone Co. (909) 469-6329/6347 FopTHILL BLVD D❑� M �� 24 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 106-A Cucamonga County Water District (909) 987-2591 66 VICTORIA STREET MWD of Southern California (213) 217-6679 < > > > 10 C NTE DR. 6. SIGNING AND STRIPING PLAN EAST AVENUE 25 GRADE BACK OF WALK TO MATCH EXIST. DRIVEWAY ELEVATION RR w 26 CONSTRUCT 2" AC SWALE WITH 1-1/2" DEEP F.L. PER DETAIL (SECTION B-B) 909 481-4997 z w w MCI WORLD COM ( ) o a o w 7. SIGNING AND STRIPING PLAN VICTORIA STREET CONSTRUCT 2 AC SWALE WITH 2 DEEP F.L. PER DETAIL (SECTION B-B) CHARTER COMMUNICATION (909) 874-8061 < o > BNSF RR 8. CROSS SECTIONS 16+00 TO 22+50 EAST AVENUE 27 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACK FILL PER S.C.E. w 2z: - 9. CROSS SECTIONS 23+00 TO 29+50 EAST AVENUE < PLAN (FOUNDATION, STREET LIGHT POLE WITH 5800L HPSV LUMINAIRE ON 4. For inspection of this project, the Contractor shall Contact the Public Works Section z 6TH ST 10. CROSS SECTIONS 30+00 TO 33+50 EAST AVENUE VICTORIA STREET AND 9600L HPSV LUMINAIRE ON EAST AVENUE AND WIRES BY at 477-2740 Ext. 4077 two working days prior to the required date. 5 F IF-4TH 11. CROSS SECTIONS 18+00 TO 23+00 VICTORIA STREET EDISON). � ST 28 SAFETY LIGHT TO BE INSTALLED PER TRAFFIC SIGNAL PLAN. 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 29 CONSTRUCT 5' SIDEWALK PER CITY STD. DWG. NO. 103 construction Or encroachment Within any City of Rancho Cucamonga right-Of-way. l�� MAP 30 CONSTRUCT A.C. BERM TYPE D1-8 PER CITY STD. DWG. NO. 104 31 INSTALL 6' CHAINLINK FENCE PER CITY STD. DWG. NO. 607 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. WL R/W ELY R/W REMOVAL NOTES: VARIES (33' TO 44') 44' A REMOVE EXIST. A.C. PAVEMENT 7. Contractor shall have a "Class A" Contractor License. B REMOVE EXIST. TREE/SHRUBS VARIES 20' TO 31' 13' 30' 2' c REMOVE TEMP A.C. s w EXISTING SURVEY MONUMENTATION 12r D REMOVE & RELOCATE STEEL & CABLE FENCE (LOCATION PER PROPERTY I MEET EXIST � 6z OWNER APPROVAL) All existing survey monuments that will be disturbed by this project shall be referenced and GRADE 2: 1 MA144' w reset by the City Construction Surveyor in accordance with Section 8771 of the California I 8 29 I E REMOVE EXIST. 36 STANDING PIPE Surveyors Act. Found monuments are shown on the plans and described as follows: Ex. SW 20 20 < F REMOVE & RELOCATE 12" VENT G REMOVE EXIST. A.C. SIDEWALK T 3 379' H REMOVE EXIST. P.C.C. (C&G, CROSS GUTTER, S/W, ETC.) FD. 2" BRASS DISK LOCATED AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, STA. 20+OOf -- MEET EXIST I REMOVE EXIST. LOG POSTS AND STEEL FENCE 0- FD. 1 " I.P. LOCATED AT THE CENTERLINE OF EAST AVENUE, STA. 27+50t PROVIDE 2" A.C. SWALE GRADE 2: 1 MAX. J REMOVE AND SALVAGE EXISTING R1 SIGNS (2n DEEP MIN.) EAST AVENUE — TYPICAL CROSS SECTION NTS ( } SIGNING AND STRIPING NOTES: SIGNING & STRIPING GENERAL NOTES STA. 23+00 TO 34+00 NOTE: REFER TO X-SECTION SHT. 6 AND 7 ❑1 PAINT ARROWS OR LEGEND AS SHOWN W LY R/W E-LY R/W I2 PAINT DOUBLE YELLOW CENTERLINE 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform 44 44 » P g g ❑3 PAINT 8 WHITE CHANNEUZING LINE to Caltrans Standard Specifications, Traffic Manuall Maintenance Manual and Standard Plans and City ❑4 PAINT 12" YELLOW LINE Standard Plan No. 133, unless otherwise approved or directed by the City Engineer. 12' 2' 30' 30' 2' ❑5 PAINT "SIGNAL AHEAD" AS SHOWN i ❑ PAINT 4" SKIP WHITE LANE UNE 12' 6 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall I 6 W 7 conform to the Standard Specifications for Public Works Construction and the following provisions. I _ Ig� — INSTALL TRANSITION PER CITY S . 406 29 w a, < 29 5J ❑' ❑8 INSTALL SIGN AS SHOWN TD A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. 20 y 20 W a ❑9 RELOCATE EXIST. R26 AS SHOWN WITH R26(S) SALVAGE EXIST R26 MEET EXIST 2 1 " .�- PAINT 4" SOLID WHITE EDGE LINE B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. GRADE 2: 1 MAX. MEET EXIST 11 PAINT LANE DROP LINE PER STATE STD. 37B GRADE 2: 1 MAX. 12 PAINT 4" SOLID WHITE LANE LINE C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 13 REMOVE AND SALVAGE EXISTING SIGN f o striping and markings. P g — 14 PAINT 12 WHITE LIMIT LINE _ EAST AVENUE TYPICAL CROSS SECTION (NTS) ❑ TA. 0+ 0 TO 21+60 NOTE: REFER TO X-SECTION SHT. 5 15 PAINT TWO-WAY LEFT TURN LANE S 2 5 D. All control points and spotting removed during sandblasting shall be replaced prior to installation of _ striping and markings. -` W LY R/W EX. TREE TO REMAIN E-LY R/W E. All control points and spotting shall be Inspected and approved by the City Traffic Engineer prior to 44' 50' Installation of new or replacement striping and markings. 12' 2' 30' 41' 2' F. All striping and pavement markings Installed on new road surfaces shall be 3M Stamark Series 380 0.50' for longitudinal lines and 3M Stamark Series 420 for crosswalks, limit lines, legends, symbols and 2 6z I turning lane lines. See Special Provisions. 0.50' MEET EXIST a �< 6 g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), GRADE 2:1 MAX. 1 20 47► • 51 T 1 0 a unless otherwise noted. 1 _ txnr H. Under no conditions shall a roadwaybe left over night, weekends or holidays without appropriate striping NO. DESCRIPTION OF REVISION DATE 9 NOTE. APPRalvm: and markings to the satisfaction of the City Engineer. ELEVATED SIDEWALK AT THE TREE AREA ONLY. SEE SHT. 2 & X-SEC., EAST AVENUE — TYPICAL CROSS SECTION (NTS) I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control PLN. SHT. 8. TREE ROOTS SHALL BESTA. 18+02f TO 19+50f NOTE: REFER TO X-SECTION SH 5 T CITY OF RANCHO CUCAMONGA measures, in accordance with the city and state standards. PROTECTED DURING EXCAVATION AND GRADING. CONTACT CITY LANDSCAPE TITLE SHEET J. Temporary or construction striping and markings shall be In accordance with the city and state standards MAINTENANCE AT 477-2740 X-4115 TWO N'LY R/W S'LY R/W and as directed by the City Engineer. DAYS PRIOR TO EXCAVATION OR GRADING 44' 33' IF ROOT CUTTING IS NECESSARY. EAST AVENUE AND VICTORIA STREET 3. Street Name Signs shall be Installed per City Standard Plan No. 401-A. 2' 31' 20' 2' 11' IMPROVEMENTSMEET EXIST 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. GRADE 2: 1 MAX. LLJ z� &14- LEGEND: —� 21 APPROVED BY: '� //'/ �� DATE: S P " 6 a� 21 �, EX. CURB aW CPacFE�s/0�,` CITY ENGINEER � GGA^L",' RCE: 24953 REMOVE EXIST. PAVEMENT AND REPLACE WITH 5 A.C. T 2, 8 0 2 0 M OVER 6-A.B. (4" A.C. OVER 4-A.B. ON VICTORIA ST. SEE SHT. 4) 9r 1 •� 7y; TO 4 1 hw� ��. F� �Z DIESM Pi AN PREPARE[ P'�: RECOMMIENI D 19, -� q 3 r Underground Service Alerts EXISTING EDGE OF PAVEMENT 9 No. 24953 R � CITY OF RANCHO CUCAMONGA r (OH-SCE) OVERHEAD SOUTHERN CALIFORNIA EDISON LINES —\ W 10500 CIVIC CENTER DRIVE Exp. 12-31-01 DRAWN � � RANCHO CUCAMONGA CA 91730 SHUT Call: TOLLFREE (UND-SCE) UNDERGROUND SOUTHERN CALIFORNIA EDISON LINES 1-800 (4"WITEL) MCI FBER OPTIC LINE VICTORIA STREET TYPICAL CROSS SECTION (N�� CMV SEP 1 of 11 � 227-2600 EAST OF EAST AVENUE NOTE: REFER TO X-SECTION SHT. 8 OF cN1.\F CHECM R.c.E. No DRAWING No. - 1570 M DA" WU W CH DM FILE No EAS'0l c/wg 4-25-00 i532? D,, ES- r i i e*N v LEV 1T�DL1 E!W L �. k ,�• R yti �E I T. G DE o x -- R �. — � ry y _ X Ib 7 � — PROP. Y C R ,��' '` . '` °° 1.81!96 � — -+-—— `-' �• �• r ��— I At I E I S E 20 VAC inn(y I—FT I I I I I ............ — 0 �.. — — I ILL. XS L + S" W J b L ZLL 01. mac • W 4 4 41 4Ila 4 E I T. E t HORIZ. SCALE: 1 "=40' VERT. SCALE: l»=8' 16 17 18 19 20 21 22 23 4 I __ S .� �4 � I Y FO 28 28 5v w Y Q w z Z _ J - - - z z Z 27 I z z z rz r z S _ m c� Qc 3 U 0 < � + u - - __ I (� � N � o+ o+ w x � �+ h� N o 3 0 GRADING LIMIT LINE - ---) 15, ' 29 `n N U �' MATCH EXIST. S W - JOIN ;. _ Q o Q Q z ci Q MATCH EXIST. 2: 1 MAX. _ � Z a 18 SHRUBS GRADING LIMIT LINE . .: o GRADING LIMIT LINE m N ao STA. 19+22.97 18 -- _ cn w cn cn ~ Q o o o MATCH EXIST. 2: 1 MAX. V' STA. 19+50 2 Ln 222 o a-V) X N MATCH EXIST. 2: 1 MAX. Z X w �z w a Q ��1 I 6�0�,� 28 STA. 19+47BCR - JOIN -5� _ = g Iw �'�' Z Q FUTURE STREET LIGHT RW RW z z < ¢ z Q z z �I Q �- +Jo I ,fix 'b_ MATCH EXIST. C & G - = - 29 0�' 6 0 lV FL - = y V) V) - - N � cn 2 E RW '�' '� 8 "� 18 ''i��B '���� F +' -� z ^ I 0 I 31 �� ►� -� cn �� / Z B �.r 14 2 8 ew = , B 7 C �� EX. R W 2 1 r 19,�� 1y� ) \ x n i :�' �.'` EX. A.C. SW W 2 TURE - vRov v (� P y S`E _ 18 GRADE T DRAIN �` — ROP. EP _ 0 EXIST T E 5 -GU;UTTER �. IG�1T 5 _ r_ . _ - - --- p0 . 1 MAX �` — -- --- 2 GRA J1 �y _ • .�-sir--. � '�� _-` f j 'G, _ _ _ - �_ _ - _ ,_-... _ t I �To M�iN� DE 5 - 1 O O F+o �- ��+oo �s+oo �sj ao ` 00 N 18 i s o 26 _ - _1 ' � ` " 13 J� N w [� 21 4 16 G B 22+0 +oa 24 • — _ __ + __ i 40 0 Yy _ - °` .. G1,__.. __ ___ �' _ _ __._ �- _ _ _. _ _ __ _ __ _ QQ' '43".. ROPOSED A.C. N F`' i A - E E F' - /r a + + --,� i r I N 26 1 112" F.L. 3 � �' � � - J �'' h � 1 J EXIS ' E.F'. �� A ! 11 '� " i 1 0 / B A _.. F L J 9 , � J t7 TM,~4 • '. � 2C� 1� - .• Z POSED 2 THICK A.C. SWALES fes` _1231 - - EX. R/W ` 9 V GRADE TO DRAIN ` — EX. R/w - SECTION B H - • B B - _ - I — o — A.C. SWALE DETAIL N.T.S. FUTURE �- - PF�OPOSED RWM „� - p �` R=5G 8 EX. R/W F G 8 EX. R/W o o Q ST. LIGHT FUTURE ID o GRADING LIMIT LINE 6 - G r-: 29 gl r o z ST. LIGHT - - o = T +4 R _ / STA. 20+68 ECR GRADING LIMIT LINE + GRADING LIMIT LINE ui 0 28 TA. 19+50 STA. 20+10 MATCH EXIST. 2: 1 MAX. N MATCH EXIST. 2: 1 MAX. N TA. 0+7 9 28 _ ,..� T o a+o w C1428 TA. + R B 8 + 1 �. - = STA. 20+67 BCR KFAIIIAE 27 o m TA. 1+00 N W C> 0 6 No Z NOTE: JOIN C & GTO EXIST. 1b,16 1 ( GRADING LIMIT LINE _ v w �`' f—MATCH EXIST. 2: 1 MAX. 00 JFb 6 EXIST. RW a -­22 _- LEGEND: SCALE.' 1'� = 40' z z z z;u' � Z z z _z z EXIST. RW ` F � VI E0 A�ACITY z � z z � �avED: N0. DESCRIPTION OF REVISION DATE REMOVAL NOTES: CONSTRUCTION NOTES: • CITY OF RANCHO CUCAMONGA IMP Ts 0.10' COLD PLANE AND A REMOVE EXIST. A.C. PAVEMENT AND REPLACE WITH 5"A.C. OVER 6"A.B. 1 CONSTRUCT 8" CURB AND GUTTER TYPE A2-8 PER CITY STD. DWG. NO. 104 16 ADJUST MANHOLE TO GRADE 29 CONSTRUCT 5' SIDEWALK PER CITY STD. DWG. N0. 103 0.10 A.C. OVERLAY B REMOVE EXIST. TREE/SHRUBS 2 CONSTRUCT 4 SIDEWALK PER CITY STD. DWG. NO. 103 O PLAN AND PROFILE 17 ADJUST WATER VALVE TO GRADE 30 CONSTRUCT A.C. BERM TYPE D1-8 PER CITY STD. 104 REMOVE EXIST. PAVEMENT AND REPLACE C REMOVE TEMP A.C. S/W 3 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=16 ) PER CITY STD. DWG. NO. 101 -A� WITH 5"A.C. OVER 6"A.B. OD REMOVE & RELOCATE STEEL & CABLE FENCE (LOCATION PER PROPERTY 4 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=24') PER CITY STD. DWG. NO. 101 19 8 SAWC COLD PLANE do 0.10' A.C. OVERLAY.UT 31 INSTALL 6' CHAIN LINK FENCE PER CITY STD. 607 E:�1�71 A NUS EXISTING EDGE OF PAVEMENT OWNER APPROVAL) 5 CONSTRUCT SIDEWALK WITH HANDICAP RAMP CASE C PER CALTRANS STD. 20 CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. FES S/0 PLAN A88 AND CITY STD. DWG. NO. 103 (ON EXIST. CURVE RETURN) 21 CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. �o a ti SSR ET IMPROVEMENTS CURVE DATA E REMOVE EXIST. 36 STANDING PIPE F REMOVE & RELOCATE 12" VENT 6 CONSTRUCT 6 CURB ADJACENT SIDEWALK PER CITY STD. DWG. NO. 103 22 REPLACE EXIST. OLEANDER TREES (18 EA.) AND IRRIGATION IN LIKE AND KIND STA. 16+00.00 TO 24+00.00 # DELTA RADIUS LENGTH TANGENT G REMOVE EXIST. A.C. SIDEWALK 7 CONSTRUCT A.C. SIDEWALK (LOCATION PER PROPERTY OWNER APPROVAL) n No. 24953 8 PROTECT IN PLACE 23 CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 102 AND 103 Exp. 12-3 -01 APPROVED BY: / DATE: B 4'53'39" 890.22' 76.04' 38.04' H REMOVE EXIST. P.C.C. (C&G, CROSS GUTTER, S/W, ETC.) 24 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. N0. 106-A * CITY ENGINEER ( RCE: 24953 C 1219'16" 180.20' 38.75' 19.45' I REMOVE EXIST. LOG POSTS AND STEEL FENCE 9 RELOCATE POWER POLE (BY S.C.E.) Crvl�- �� O REMOVE AND SALVAGE EXISTING SIGN OR MARKER 10 RELOCATE MAIL BOX 25 GRADE BACK OF WALK TO MATCH EXIST. DRIVEWAY ELEVATION �� � ` DESIGN ° �N GGE Ak== DED D 90'05'45" 35.00' 55.04' 35.06' OF CAV\ 11 RELOCATE TELEPHONE POLE & GUY POLE (BY G.T.E.) 26 CONSTRUCT 2" AC SWALE WITH 1-1/2" DEEP F.L. PER DETAIL (SECTION B-B) RD CITY OF RANCHO CUCAMONGA E 89'54'22" 35.00' 54.92' 34.94' 12 RELOCATE TV PULL BOX 6 CONSTRUCT 2" AC SWALE WITH 2" DEEP F.L. PER DETAIL (SECTION B-B) 10500 CIVIC CENTER DRIVE DPAWN RANCHO CUCAMONGA, CA 91730 SHEET F 90'04'59" 23.00' 36.16' 23.03' 13 RELOCATE SIGN 27 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACK FILL PER S.C.E. SEP 2 � � � PLAN (FOUNDATION, STREET LIGHT POLE WITH 5800L HPSV LUMINAIRE ON VICTORIA STREET AND PROP 14 RELOCATE METER (GAS & WATER BY S.C.G. & C.C.W.D.) 9600L HPSV LUMINAIRE ON EAST AVENUE AND WIRES BY EDISON). CHECKED RC.E. No DRAWING NO. 15 RELOCATE G.T.E. METER BOX (BY GTE) 28 SAFETY LIGHT TO BE INSTALLED PER TRAFFIC SIGNAL PLAN. LH WE ME NO 1 570 EAST02,dwg 4-25-00 1:5424 pry EST 7— I — M i R P L ELEV. ,� ' kx - -�- — `- EIS C LL1 6� — 2 1 — + E HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' LL 24 25 26 27 28 29 30 31 32 33 34 35 36 s - L _ z OCR x .Y aL a' � .Y CY �Y Y 1 8 L v �Y Z z Z z Z < ,Z, Z Z ✓? Z Z Z Z Z Z z < — — —'ZIJ S Z Z Z Z Z Z Z Z Z Z Z Z Z O Z Z Z Z ZZ Q. - � M M v = 00 Li _ � �� o ~ N y o+ 0 GRADING LIMIT LINE o + z co MATCH EXIST. 2:1 MAX. c) rn cn I� GRADING LIMIT LINE c4 w w W MATCH EXIST. 2: 1 MAX. Q Z FUTURE STREET LIGHT Z (� FUTURE STREET LIGHT N Q FUTURE STREET LIGHT —FUTURE STREET LIGHT UTURE STREET LIGHT Z x x X x— FUTURE STREET LIGHT__ EX. R/W EX. R/W Q EX. R/W 7 I�+ x W - - i - - -- — — - - - - - -- - -- - - - - - - - - -- - - -� - - - -- - — - - EX. R/W 8 - ' - - - —7L- Z • x xxs r EP 13' Q� a� � ��. ��0 25+0 26 -0d� 27+00 .+00 2 +00 30+ 0 26 +oQ 3 00 3.3 `��8.�, 34+00 35+00 36+0c N Q 20 1` g 9 10 'r a' .lam A 2© 9 �' 1 11 M 7 1 1 1 - - - _. _ -� W _ PROP. R W£ . R/W/W" _ �X R/W v - - - - - - - - - -- - - - - - - - - Y -- - - - -- - - - EX- - - - - - - —- i =X - Z - V — - — - -- — --- „-- — — w - 7, ti Q N 8 EX. R W G 9 11 D G N D B 29 D o iv D _-- _ - 8 „o eq � \ EX. R W_ / 2 r� 14 EX. R/W ,n 01, 9[t o JAY s " / to `° 4 o" co 14 {; `+° ry c + 0 29 PROP. R/W + Go "' B E - U- EAS T O N 25 o A VENUE � o �� N'�0< N o �� JOIN EXIST. CURB GUTTER & S W cv cv N "� ►� '� ST,4. 33+56 1 2 GRADING LIMIT LINE Q N - 25 ca MATCH EXIST. 2: 1 MAX. c-0 W Q 25 cn cn z X 4 r W cn < < �' ;> w c~n c�-- r, �_ _ _ z > I _ �� s� X r < Q z 27 27 27 r 27 3 27 z 3 = - > > -s rz Z� - z r _ n n Q � � �) GRADING LIMIT LINE - LEGEND: REMOVAL NOTES: CONSTRUCTION NOTES: N0. DESCRIPTION OF REVISION DATE an A REMOVE EXIST. A.C. PAVEMENT AND REPLACE WITH 5"A.C. OVER 6"A.B. 1 CONSTRUCT 8" CURB AND GUTTER TYPE A2-8 PER CITY STD. DWG. NO. 104 18 SAWCUT �to�: v ATRREMOVE 5 AEXIST. PAVEMENT fiABAND REPLACE B REMOVE EXIST. TREE/SHRUBS 2 CONSTRUCT 4' SIDEWALK PER CITY STD. DWG. NO. 103 19 0.10' COLD PLANE & 0.10' A.C. OVERLAY. CITY OF RANCHO CUCAMONGA C REMOVE TEMP A.C. S/W 3 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=16 ) PER CITY STD. DWG. NO. 101 20 CONSTRUCT 5 A.C. PAVEMENT OVER 6 A.B. EXISTING EDGE OF PAVEMENT D REMOVE & RELOCATE CABLE/STEEL FENCE 4 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=24') PER CITY STD. DWG. NO. 101 21 CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. P�pfESS/ PLAN AND PROFILE (LOCATION PER PROPERTY OWNER APPROVAL) 5 CONSTRUCT SIDEWALK WITH HANDICAP RAMP "CASE C" PER CALTRANS STD. 22 REPLACE EXIST. LANDSCAPING AND IRRIGATION IN LIKE AND KIND E REMOVE EXIST. 36"STANDING PIPE PLAN "A88" AND CITY STD. DWG. NO. 103 (ON EXIST. CURVE RETURN) (LOCATION PER PROPERTY OWNER APPROVAL) � � � � �T AVENUE F REMOVE & RELOCATE 12" VENT 6 CONSTRUCT 6' CURB ADJACENT SIDEWALK PER CITY STD. DWG. NO. 103 23 CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 102 AND 103 W 3 No. 24953 z CT1D>cC"T I�IPRQt►/�I� G REMOVE EXIST. A.C. SIDEWALK 7 CONSTRUCT A.C. SIDEWALK 24 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 106-A Exp. 12-31-01 Z STREET IMPROVEMENTS H REMOVE EXIST. P.C.C. (C&G CROSS GUTTER, S/W, ETC. # ' 8 PROTECT IN PLACE 25 GRADE BACK OF WALK TO MATCH EXIST. DRIVEWAY ELEVATION CIV1� �r STA. 24+00.00 TO 34+00.00 I REMOVE EXIST. A.C. SIDEWALK 9 RELOCATE POWER POLE (BY S.C.E.) 26 CONSTRUCT 2" AC SWALE WITH 1-1/2" DEEP F.L. PER DETAIL (SECTION B—B ON SHT. 2) � OF CA��F , J REMOVE AND SALVAGE EXISTING R1 SIGN 10 RELOCATE MAIL BOX 6 CONSTRUCT 2" AC SWALE WITH 2" DEEP F.L. PER DETAIL (SECTION B—B ON SHT. 2) --- APPROVED BY: DATE: CITY ENGINEER �� RCE: 24953 SCALE.' 1~ = 40' 11 RELOCATE TELEPHONE POLE & GUY POLE 27 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACK FILL PER S.C.E. PLAN FOUNDATION, STREET LIGHT POLE WITH 5800L HPSV LUMINAIRE ON VICTORIA STREET AND � FLAN PREPARE` 6' �pgp 12 RELOCATE 1V PULL BOX ( 13 RELOCATE SIGN 9600L HPSV LUMINAIRE ON EAST AVENUE AND WIRES BY EDISON). RD CITY OF RANCHO CUCAMONGA 28 SAFETY LIGHT TO BE INSTALLED PER TRAFFIC SIGNAL PLAN 10500 CIVIC CENTER DRIVE 14 RELOCATE METER (GAS & WATER BY S.C.G. AND C.C.W.D.) DMWN RANCHO CUCAMONGA, CA 91730 �T 15 RELOCATE G.T.E. METER BOX (BY G.T.E.) 29 CONSTRUCT 5' SIDEWALK PER CITY STD. DWG. NO. 103 SEP 3 of 11 16 ADJUST MANHOLE TO GRADE 30 CONSTRUCT AC BERM TYPE D1-8 PER CITY STD. DWG. NO. 104 d�cm R.C.E. No DMWM No 17 ADJUST WATER VALVE TO GRADE 31 INSTALL 6 CHAINLINK FENCE PER CITY STD. DWG. NO. 607 LH aim � No 1570 EAST03,dwg 4-18-00 1101141 pm EST I t U ' o cu B _�. N. _ . 6 ,o - z � N ♦ 4 4/ At r r o ROP. N Y TC E . E - 34 48 0. 0' CD P C4 N t r rw O ST. 0 8T 1 FOR - w N X. S L h 0�O — I 0 Ti 1I I . S Y T L. W 4 A/ 4 U is HORIZ. SCALE: 1 "=40 L= 5.0 t VERT. SCALE: 1 "=4' 4+ Cu B u N 16 17 18 19 0 22 23 24 �.- :'"Jx t s ,� s Rol I' z� LL Y z z ZZ = ' ' r t F R E ST AV I � w = 1 s 1 - _ _ - _ W r - ar Q q \ } - $ z - W 4 + N m 1M�' 0 MENTA`. � ao � � 27 I Q `u a ` rn � (0N i (, l�, w + + o W v + w I ti! i t N W ADING LIMIT LINE + - - p °c� U5 CI! N ? N = } 1 �; !tl W Q 3 TCH EXIST. 2: 1 MAX. N U (,i 3 i N °o v~i PROPERTY UNE U o28 NiEX. R/W o Qrt + z = �� EX. R/W LIP 1/2 W 9 EX. R/W -' i ! 4; J 13 15 13 9 6 V) ' [FUTURE STREET LIGHT " c r, r•;.. S. -4 k1 g _ i t — — E.. �.( . a `� � 28 - - -�--- G F+ --- ....... — — 0.10' COLD PLANE A ND — __ - - --- 0.10 A.C. OVERLAY 00 ` 17+00 18 c0 �` +00 21 22+00 2 0 24+00 _ N 89'54'11"W �>r _�._______ N89'5 '05"W^ i^ COLD PLANE & OVERLAY SECTION ^Id <� i O 1 18 ` j "' �> 8 43 614 VICTORIA ST. (STA 18+00 TO 19+50) �W E;.; in 19 17 28 i 10 REVISIONS BY: B BFESS/ 7EJ. VICTOR/A ' EX. R/WTRiEi`r ' c� EPIC ENGINEERS R/W _ I EX. R/W y �� G�, j CIVIL ENGINEERING LAND SURVEYING STORMWATER MANAGEMENT (n � 101 E.REDLANDS BOULEVARD J9 * LE 909 792 5969 No. 59118SUITE 146 Imo-PL W RED ANDS,CA 92373 FAX909909-792-8869 sl Exp. 06-30-17 �Q I I I I I O llei , .z z s U O. W 911 0/V E� .i_/ %//�f®.i.� / 9113116 + O S Y 3 N w > OF CAS\ 0o i 2' I y 7 N w O TROY OLAUG DATE: Q �'' LO d r _ . H U � bf j1 ✓ w �O _+ � O SCALE. 1 -- 40 I + w f o 0 W 27 rn + , 0 ADDED UNDERSIDEWALK DRAIN ® STA: 20+84.08 9-14-16 L7�f - - - - = Q ►v- Z o d NO. DESCRIPTION OF REVISION DATE crtY PROYM z z zs H Q 1 - *'' Q Q Z Z- Z 7 (n �. _ N � = - - 3 z W Vl 27 - r u LEGEND: $EMOVAL NOTES: 16 ADJUST MANHOLE TO GRADE T I L D 0. 103 CITY Or �Cno CUCAMONGA 1 CONSTRUCT 8" CURB AND GUTTER TYPE A2-8 PER CITY STD. DWG. NO. 104 A REMOVE EXIST. A.C. PAVEMENT AND REPLACE WITH 5"A.C. OVER 6"A.B. 17 ADJUST WATER VALVE TO GRADE CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF RANCHO PLAN AND PROFILE REMOVE EXIST. PAVEMENT AND REPLACE 2 CONSTRUCT 4 SIDEWALK PER CITY STD. DWG. N0. 103 30 CUCAMONGA STANDARD PLAN 1078 WITH 4"A.C. OVER 4"A.B. B REMOVE EXIST. TREE/SHRUBS 3 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=16') PER CITY STD. DWG. NO. 101 18 SAWCUT 1D C REMOVE TEMP A.C. S/W 4 CONSTRUCT DRIVE APPROACH TYPE R-1 (W=24') PER CITY STD. DWG. NO. 101 19 0.10 COLD PLANE AND 0.10' A.C. OVERLAY SEE SECTION HEREIN VICTORIA STREET D REMOVE & RELOCATE FENCE (LOCATION PER PROPERTY OWNER APPROVAL) » 20 CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. IMPROVEMENTS -fig- EXISTING EDGE OF PAVEMENT 5 CONSTRUCT SIDEWALK WITH HANDICAP RAMP CASE C PER CALTRANS STD. 21 CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. E REMOVE EXIST. 36"STANDING PIPE PLAN "A88" AND CITY STD. DWG. N0. 103 (ON EXIST. CURB RETURN) �OFESS/ Em0.10' COLD PLANE & 0.10' AC OVERLAY. F REMOVE & RELOCATE 12" VENT 6 CONSTRUCT 6' CURB ADJACENT SIDEWALK PER CITY STD. DWG. NO. 103 22 REPLACE EXIST. LANDSCAPING AND IRRIGATION IN LIKE AND KIND �vp Q\ ! STA. 18+00.00 TO 23+00.00 G REMOVE EXIST. A.C. SIDEWALK 7 CONSTRUCT A.C. SIDEWALK (LOCATION PER PROPERTY OWNER APPROVAL) �S ��' �� �Z H REMOVE EXIST. P.C.C. C&G, CROSS GUTTER, S , ETC. 8 PROTECT IN PLACE 23 CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 102 AND 103 �" � p' APPROVED E RCE: ( /W o No. 24953 � CIT' ENGINEER RCE: 24953 CURVE DATA I REMOVE EXIST. LOG POSTS AND STEEL FENCE 9 RELOCATE POWER POLE (BY S.C.E.) 24 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 106-A * Exp ,2-3,-0, * DO= R600DO •-.Jti R�PA�E. A. J REMOVE AND SALVAGE EXISTING R1 SIGN 10 RELOCATE MAIL BOX 25 GRADE BACK OF WALK TO MATCH EXIST. DRIVEWAY ELEVATION i DELTA RADIUS LENGTH TANGENT 26 CONSTRUCT AC SWALE PER DETAIL (SECTION B-B) RD CITY OF RANCHO CUCAMONGA 11 RELOCATE TELEPHONE POLE & GUY POLE BY G.T.E.)) 10500 CIVIC CENTER DRIVE G 20'46'44" 84.57' 30.67' 15.51' 12 RELOCATE TV PULL BOX 27 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACK FILL PER S.C.E. --- �` RANCHO CUCAMONGA, CA 91730 STET 13 RELOCATE SIGN PLAN (FOUNDATION, STREET LIGHT POLE WITH 5800L HPSV LUMINAIRE ON VICTORIA STREET AND SEP 4 11 14 RELOCATE METER (GAS & WATER BY S.C.G. AND C.C.W.D.) 9600L HPSV LUMINAIRE ON EAST AVENUE AND WIRES BY EDISON). CHIECK=a R.cE wo DRAWING N0. 15 RELOCATE G.T.E. METER BOX (BY G.T.E.) 28 SAFETY LIGHT TO BE INSTALLED PER TRAFFIC SIGNAL PLAN LH WE � NO 1 57g -- CU 4-20-00 9133:52 ari EST W'LY R/W 44.00' 33.00' E'LY R/W W'LY R/W 44.00' 44.00' E'LY R/W 1340.00 It RZ-__- 1340.00 1347.60 32.00' 32.00' 1347.60 1339.60 -- - - - ---- - - - 1339.60 1347.20 - 1347.20 1339.20 - 1339.20 1346.80 1346.80 1338.801338.80 1346.40 �� 1346.40 1338.40 -- -- 1338.40 1346.00 - - 1346.00 1338.00 - - _ 1338.00 1345.60 =r -- f}. ° -- 1345.60 1337.6071- -µ 1337.60 1345.201345.20 1337.20 - `f m - 1337.20 1344.80 �_ -- 1344.80 Ud 1336.8010 1336.80 -40,00 -20.00 20.00 40.00 -40.00 -20.00 �_ 20.00 40.00 0.00 0.00 18+ 00 21 + 50 W'LY R/W 44.00' 33.00' E'LY R/W W'LY R/W 44.00' 44.00' E'LY R/W 1346.80 1346.80 32.00' 27.71' 1346.40 1346.40 1338.80 1338.80 1346.00 1346.00 1338.40 - ' - 1338.401345.60 1345.60 1338.00 n OY 1338.00 1345.20 1345.20 1337.60 - - 1337.60 1344.80 L - 1344.80 1337.20 J - 1337.20 1344.40 -- - - 1344.40 1336.80 - 1336.80 - 1344.00 �� -- -- -�77� �----- __ _ 1344.00 1336.40 - - - 01336.40 1343.60 -- -- -- 1343.60 1336.00 1336.00 - 4 -40.00 -20.00 �_ 20.00 40.00 -40.00 -20.00 0.00 20.00 40.00 0.00 17+ 50 21 + 00 W'LY R/W 44.00' 33.00' E'LY R/W W'LY R/W ELY R/W 13L 32.00' 24.56' MEET EXIST. GRADE 1345.20 13z (2: 1 MAX. TYP.) 1344.80 ---- ----- - ---- --- 131 1337.60 a 1337.60 1344.40 131 1337.20 1337.20 1344.00 13� 1336.80 - - 1336.80 1343.60 -- T - - 131 1336.40 1336.40 1343.20 --- 134 - --- 1336.00 �----- .- - -- --_ - - • - - --- .} '' 4 - .00 1 42.80 1335.60 - 1335.60 1342.40 - -- -- -- - - --- -- - 3Z 1335.20 ; 1335.20 1342.00 :2 13,c -40.00 -20.00 " 20.00 40.00 -40.00 -20.00 0.00 20.00 40.00 0.00 20+ 50 17+ 00 W'LY R/W 44.00' 33.00' E'LY R/W 27.00' 35.00' 4.0' 23.34' 21.38' EXIST. GIN PLACE MEET EXIST. GRADE _ PROPOSED X-GUTTER 1336 40 1336 1343.20 1343.20 1336.00 _ 1336.00 1342.80 1342.80 1335.60 1335.60 1342.40 1342.40 1342.00 1342.00 1335.20 -- - � .��� - L� � ) . -- - -- -- - 1335.20 1334.80 - 1334.40 -~ - --- Ln -- -- 13 1334.80 1341.60 - _ � �`- � 1341.60 1341.20 -- - - - - -- - 1341.20 - 1340.80 - ---- - 1340.80 -40 -20 0 20 40 -40.00 -20.00 20.00 40.00 16+ 50 0.00 20+ 00 W'LY R/W 44.00' 33.00' E'LY R/W W'LY R/W 45.07' 61.84' E'LY R/W 4.0' 11.56' 18.00' 32.24' 43.73' 1336.00 - - - 1336.00 1342.40 1342.40 1335.60 1335.60 1342.00 13x 2.00 1335.20 1335.20 1341.60 ° 1341.60 1334.80 ft - { 1334.80 1341.20 - - 1341.20 t 1334.40 1334.40 - - Or Ess/1334.00 1 ��+� 1340.80 -- - 1334.00 1340.40 1340.40 ���\��� 1333.60 1333.60 - - 1340.00 - _ - ---- 130.00 < c► 1333.20 1333.20 - - 1339.60 1339.60 o No. 24953 z -40 -20 0 20 40 -40.00 -20.00 20.00 40.00 Exp. 12-31-97 0.00 1V1 ,� c.' v 16+ 00 19+ 50 O CAt-\* W'LY R/W 44.00' 50.00' E'LY R/W W'LY R/W 44.00' 33.00' E'LY R/W 1336.60 1336.60 -52 1336.20 1336.20 1341.602 91I. - -- - - 1341.60 1335.80 1335.80 1341.20 1341.20 1335.401335.40 1340.80 -- - - 1340.80 1335.00 1335.00 1340.40 1340.40 1334.60 - y _ 1334.60 1340.00 --- 1340.00 1334.20 1334.20 1339.60 _ - -� - s 1339.60 m ET - f - 1333.80 � - 2. figs 1333.80 1339.20 __- -- �' __-- - 1339.20 1333.40 1333.00 1333.00 11333.40 1338.80 -40.00 20.00 0 20.00 40.00 60.00 38.80 NO. DESCRIPTION OF REVISION DATE an - APPROVED: 1332.60 1332.60 0.00 -40 -20 0 20 40 19+ 00 CITY OF RANCHO CUCAMONGA 15+ 50 W'LY R/W 44.00' 50.00' E'LY R/W CROSS SECTIONS W'LY R/W 44.00' 33.00' E'LY R/W 32.00, 43.00' EAST AVENUE STREET IMPROVEMENTS MEET EXIST. GRADE 1340.80 1340.80 1335.20 fn. i A A V ywrj.) - - 1335.20 1340.40 1340.40 EAST AVE. STA. 15+00.00 TO 21 +50.00 1334.80 - - 1334.80 1340.00 1340.00 1334.40 1334,40 1339.60 1339.60 , - APPROVED 8Y: DATE: 1334,00 1334.00 1339.20 1339.20 CITY ENGINEER RCE: 24953 1333.60 - -- 1333.60 1338.80 -- 1338.80 - - - 1333.20 �.� - - 1333.20 1338.40 - - - 1338.40 DESIGN �p -A _ RECOMMENDED - 1338.00 1338.00 RD CITY OF RANCHO CUCAMONGA �4�P 1332.80 --- - 4P4 - 1332.80 1332.40 1332.40 -40.00 -20.00 M 20.00 40.00 60.000500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET -40 -20 0� 20 40 0.00 SEP 8 of 11 15+ 00 18+ 50 CHECKED RX4E NO DRAWING NO. LH DATE FLE NO 1570 W'LY R/W 44.00' 44.00' E'LY R/W W'LY R/W 44.00' 44.00' E'LY R/W 13.00' 32.00' 1366.80 32.0x' T ! 1366.80 1356.80 1356.80 1366.40 - 1366.40 1366.00 tp- CIV1366.00 12 1356.40 1356.40 1365.60 - 1365.60 1356.00 1355.60 1356.00 1365.20 _ _ _ � - '• 1365.20 1355.60 1364.80 1355.20 - 1364.80 1355.20 - - -- 1364.40 {�.�� --- - �;�•; - 1364.40 J 1364.00 1354.80 - - - ------ - ____ - 1354.80 1364.00 -- 1354.40 - 1354.40 � -40.00 -20.00 ° 20.00 40.00 -40.00 -20.00 to 20.00 40.00 0.00 0.00 25+ 00 28+ 50 W'LY R/W 44.00' 44.00' E'LY R/W W'LY R/W 44.00' 44.00' E'LY R/W 13.00' 32.00' 1365.20 13.00' 32.00' 1365.20 1355.60 1355.60 1364.80 1-7 1364.80 1355.20 -ro1355.20 1364.40 1364.40 1354.80 ° 1354.80 1364.00 _ 1364.00 1354.40 - 1354.40 1363.60 LF 1354.00 �- - - 1354.00 1363.20 1363.60 1353.60 - '� ? -- - 1363.20 1353.60 1362.80 - _ --- J - - 1362.80 • 0 - - 1353.20 1362.40 -- _- 1362.40 -40.00 -20.00 K) 20.00 40.00 -40.00 -20.00 20.00 40.00 0.00 0.00 24+ 50 28+ 00 W'LY R/W 44.00' 44.00' E'LY R/W W'LY R/W 44.00' 44.00' E'LY R/W 13.00' 32.00' 1364.40 1364.40 1354.00 1354.00 1364.00ckoicz 1364.00 1353.60 1353.60 1363.60 1363.60 1353.20 ° 1353.20 1363.20 1363.20 1352.80 _ - 1352.80 1362.80 1362.80 1362.40 �. 1362.40 1352.40 - ��.�� {� -_ - . -.. 1352.40 _ - - - 1362.00 1352.00 _ _ - _- -- - � - ------ � 1352.00 1362.00 � +, - �. � -- 1351.60 - 1361.60 . 1351.60 { _ � - -- --___ :� ; 1361.60 Lo 1361.20 1361.20 -40.00 -20.00 20.00 40.00 �, 24+ 00 -40.00 -20.00 0.00 20.00 40.00 27+ 50 W'LY R/W 44.00' 44.00' E'LY R/W MF2T EXIST GRAQE W'LY R/W 44.06' 44.00' E'LY R/W 13.00' 32.00' 2: 1 MAX. TYP. MEET EXIST GRADE 1362.80 1362.80 1352.40 1352.40 1362.40 1352.00 1352.00 1362.00 1362.00 1351.60 1351.60 1361.60 ° 1361.60 1351.20 - - - 1351.20 1361.20 - 1361.20 1350.80 r 1350.80 1360.80 --- 1360.80 1350.40 - - - - 1350.40 1360.40 - -- - L j -�- a 1360.40 13) -40.00 -20.00 _ 20.00 40.00 1360.00 1360.00 1359.60 0 1359.60 0.00 -40.00 -20.00 20.00 40.00 23+ 50 0.00 W'LY R/W 44.00' 44.00' E'LY R/W 27+ 00 13.00' 32.00' W'LY R/W 44.00' 44.00' E'LY R/W _ � MET EXIST GRADE �,�5 d V 2: 1 MAX. TYP.) 1350.80 1361.20 - 1361.20 1350.80 1350.40 1360.80 1360.80 1350.40 1360.40CL 1360.40 1350.00 - 1350.00 1360.00 13 1349.60 - �- � �� .1� ° - 1349.60 1359.60 � - - . .. � 60.00 afEss, - -- 1359.60 Pa o,� 1349.20 - - 1349.20 1348.80 - 1348.80 1359.20 1359.20 -40.00 -20.00 �_ 20.00 40.00 1358.80 -- 1358.80 0.00 No. 24953 -40.00 -20.00 n 20.00 40.00 us Exp. 12-31-97 23+ 00 0.00 9 civ � W'LY R/W � ' 26+ 50 � � �,���' / 44.00 � 44.00 ELY R/W 19.93' 32.00' W'LY R/W 44.00' 44.00' E'LY R/W a- 13.00' 32.00' 1349.60 1349.60 1359.60 1359.60 1349.20 1349.20 -- 1359.20 - 1359.20 1348.80 _ 1348.80 1358.80 1358.80 1348.40 _-- - t 1 - 1348.40 1358.40 1348.00 } -_ 1348.00 1 1358.40 1347.60 - -- _ - 1347.60 1358.00 - _ 1358.00 1357.60 �- - - -- -- 1357.60 - - -- 1357.20 1357.20 NO. DESCRIPTION OF REVISION DATE cxnr -40.00 -20.00 20.00 40.00 --- co moo: 0'� -40.00 -20.00 po 20.00 40.00 22+ 50 0.00 CITY OF RANCHO CUCAMONGA W'LY R W ' 26+ 00 / 44.00' 44.00' ELY R/W W'LY R/W CROSS SECTIONS / 44.00 � 44.00 ELY R/W 26.n' 32.00' 13.00' 32.00' EAST AVENUE STREET IMPROVEMENTS MEET EXIST GRADE EAST AVE. STA. 22+00.00 TO 28+ '50,00 1348.40 1348.40 1358.00 1358.00 1348.00 1348.00 1357.60 1357.60 1347.60 ° - 1347.60 1357.20 - 1357.20 APPROVED BY: DATE: 1347.20 1347.20 1356.80 --_ - _ 1356.80 CITY ENGINEER - _ RCE: 24953 - { 8 � 1356.40 1346.80 - --- .' - ����' � - - 1346.80 1356.40 - �:frt - --- -- {�. 1346.40 - Ds� �,AN PPE�ARE-. Br RECOMMDJDED 1346.40 1356.00 �- -- - _ 1356.00 1355.60 1355.60 RD CITY OF RANCHO CUCAMONGA �R -40.00 -20.00 20.00 40.00 -�'� -20.00 Lo 20•0Q 40.0° 10500RANCHOCIVIC C CA CENTER ONGA, DRIVE 30 SFIEET 0.00 0.00 SEP 9 cF 11 22+ 00 25+ 50 � ND DRAWING ND. ui DAM ME No 1570 I L 1381.20 1381.20 1376.00 1376.00 1380.80 1380.80 1375.60 1375.60 1380.40 1380.40 1375.20 1375.20 1380.00 - - - - - 1380.00 1374.80 1374.80 1379.60 1379.60 1374.40 - 1374.40 1379.20 ° 1379.20 1374.00 1374.00 1378.80 �__ r _ 1378.80 1378.40 - 1378.40 1373.60 -- - 1373.60 1378.00 - -- _ 1373.20 1373.20 4 1378.00 1372.80 - - , 1372.80 1377.60 - -- 1377.60 1372.40 -- ' 1372.40 1377.20 - 1377.20 1372.00 - -- - 1372.00 -40.00 -20.00 20.00 40.00 pli 0.00 -40.00 -20.00 M 20.00 40.00 � 33+ 50 0 31 + 50 1380.40 1380.40 1380.00 i N 1380.00 1374.40 W'LY R/W 1374.40 1379.60 _ _ _ 1379.60 1374.00 1374.00 1379.20 1379.20 1373.60 - - 1373.60 1378.80 _ �'� , 1378.80 1378.40 T 1378.40 1373.20 -- - - - --- ---- - - 1373.20 1378.00 1378.00 1372.801372.80 1377.60 ° 1377.60 1372.40 ° 1372.40 1377.20 1377.20 1372.00 - - 1372.00 1376.80 . 3 } -- - - 1376.80 1371.60 � p 1371.60 - 137640 1371.20 - �4.�3 f .3,7 i - ��.� 1371.20 1376.40 - - ----- -- - __ . 1370.80 - - - -- 1376.00 � - 1376.00 1370.80 -40.00 -20.00 �_ 20.00 40.00 N -40.00 -20.00 20.00 40.00 0.00 0.00 33+ 00 31 + 00 1379.20 1379.20 1378.801378.80 1378.40 1378.40 1373.20 1373.20 1378.00 1378.00 1372.80 1372.80 1377.60 - _ - -. 13: -- - - 1377.60 1372.40 - - �- -- _ - -;_ _ --- _ 1372.40 137700' .20 -- - 1377.20 1372.00 1372.00 1376.80 - 1376.80 1371.60 1371.60 1376.40 1376.40 ME-E-T EXIST GRADE 1371.20 1371.20 1376.00 1376.00 1370.80 1370.80 1375.601375.60 - - _ 1370.40 1370.40 1375.20 - -- } - - 1375.20 - - 1370.00 ? - 1370.00 1374.80 -� 1374.80 1369.60 - - T, 1369.60 1369.20 - 1369.20 -40.00 -20.00 20.00 40.00 -40.00 -20.0020.00 40.00 0.00 0.00 32+ 50 30+ 50 E'LY R/W MEET EXIST GRADE 1377;20 1377.60 W'LY R/W 44.00' `C, 44.00' (2: 1 MAX. TYP.) -� 1377.20 1371.20 1371.20 1376.80 1376.80 1376.40 --- + - 1376.40 1370.80 - - 1370.80 1376.00 1376.00 1370.40 1370.40 1370.00 1370.00 1375.60 1375.60 1369.60 1369.60 1375.20 1375.20 1369.20 1369.20 1374.80 tvfi 1374.80 1368.80 - -- - 1368.80 1374.40 _ __ 1374.40 -- f$. �� f 2. 1374.00 ,L } 1374.00 1368.40 _ -- _ - -- - 1368.40 1373.60 - -- -- -- -- - 1373.60 1368.00 -- 1368.00 1373.20 1373.20 �OFESS/ -40.00 -20.00 Lo 20.00 40.00 -40.00 -20.00 po 20.00 40.00 ���o J. ti� 0.00 0.00 y � < c 30+ 00 32+ 00 n No. 24953 Exp. 12-31-97 �, C�V♦� x W'LY R/W 44.00' 44.00' E'LY R/W 1369.60 - 1369.60 of c�a.\* 1369.20 - -- ---- - -- 1369.20 1368.80 1368.80 1368.40 1368.40 1368.00 1367.60 1367.60 1367.20 - -- + --- 1367.20 1366.80 _ - -- b - 1366.80 1366.40 1366.40 -40.00 -20.00 � 20.00 40.00 0.00 29+ 50 N0. DESCRIPTION OF REVISION DATE cmr �ttovEo: W'LY R/W 44.00' 1 44.00' E'LY R/W 1368.40 1368.40 CITY OF RANCHO CUCAMONGA 1368.00 1368.00 1367.60 - - -- _ --- - - 1367.60 1367.20 - 1367.20 CROSS SECTIONS 1366.40MEET EAST ° -OE 1366.40 EAST AVENUE STREET IMPROVEMENTS 1366.00 _ � - 1366.00 1365.60 - 1365.60 EAST AVE. STA. 29 +00.00 TO 33+50.00 1365.20 - 1365.20 -40.00 -20.00 ° 20.00 40.00 APPROVED BY: DATE: 0.00 CITY ENGINEER RCE: 24953 29+ 0 pESM PIAN PREDARED BY: ENDED RD CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET SEP 10 of 11 C R.C.E. No wWm1579- r NO. LH DATE FLE No 1345.d0 1345.60 1345.20 1345.20 1344.80 1344.80 1344.40 - ---- �- y 1344.40 1344.00 1344.00 1343.60 1343.60 1343.20 - T - 1343.20 1342.80 1342.80 1342.40 '= 1342.40 1342.00 �. :"': - -- 1342.00 1341.60 _� - - - - - � . :e t is 1341.60 1341.20 --- --- r ° 1 1341.20 1340.80 ------ --- - - - 1340.80 -60.00 -40.00 -20.00 � 20.00 40.00 60.00 1350.00 1350.00 0,00 1349.60 1349.60 20+ 50 1349.20 1349.20 1348.80 - - - _ - - -- 1348.80 1348.40 1348.40 1348.00 - 1348.00 60.00' 60.00' 1347.60 S 1347.60 w a 1347.20 1347.20 ``' 1346.80 - 1346.80 1344.00 1344.00 1346.40 1343.60 1346.40 1343.60 t 346.00 -�_ 2 -- - - 1346.00 1343.20 -- ° 1343.20 1345.60 1345.60 1342.80 - - 1342.80 1342.40 - - 1342.40 1342.00 - f 3. _ 1342.00 -40.00 -20.00 0.00 20.00 40.00 1341.60 - -- - 1341.60 23+ 00 1341.20 1341.20 1340.80 ,� 1340.80 1340.40 . 1340.40 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 1348 80 N'LY R W 45.00' 34.00' S'LY R W 1348.80 20+ 00 1348.40 - --- - 1348.40 1348.00 1348.00 1347.60 -qr 1347.60 1347.20 1347.20 N'LY R/W 43.00' 41.60' S'LY R/W 1346.80 ° 1346.80 1346.40 - - -- 1346.40 20.00' 16.00' l 1346.00 ;'' �y, - �»- - 1346.00 1343.60 - - 1343.60 1345.60 - 1345.60 1343.20 1343.20 1345.20 1345.20 1342.80 - - - 1342.80 -40.00 -20.00 M 20.00 40.00 1342.40 - - 1342.40 0.00 1342.00 � � 3 a5 , - 1342.00 1341.60 1341.60 22+ 50 1341.20 N 1341.20 -40.00 -20.00 20.00 40.00 0.00 19+ 50 N'LY R/W 45.00' 34.00' S'LY R/W N'LY R W MEET EXIST GRADE ' / 33.00' 33.00' S'LY R/W 33.00' 22.00' 1347.60 1347.60 2' 20.00' 16.00' 2' 1347.20 - _ 1347.20 1346.80 - 1346.80 1344.80 1344.80 1346.40 _ 1346.40 ° 1344.40 - - 1344.40 1346.00 1348.00 _ -+ 1345.60 `.�.4-��� - .. 1345.60 - - 1343.60 s 1343.60 1345.20 - a :Q - - 1345.20 1343.20 1343.20 -40.00 -20.00 M 20.00 40.00 1342.80 14EEE� 1342.80 0.00 -40.00 -20.00 20.00 40.00 Sof ESS i fo 22+ 00 0.00 19+ 00 y �. o No. 24953 N'LY R/W S'LY R W N'LY R/W 45.00' 34.00' S'LY R/W * Exp. 12-31-97 / 33.00 � 33.00 / MEET EXIST GRADE 2 20.00' 16.00' 2' 33.00 22.00 OF Cg,%F 1346.80 1346.80 1346.40 1346.40 1346.40 1346.40 1346.00 1346.00 1346.00 ' - 1346.00 1345.60 - 1345.60 1345.60 - -- 1345.60 1345.20 1345.20 1345.20 r , - 1345.20 1344.80 = {�. 1344.80 1344.80 _ t --- 4 1344.80 1344.40 �' 1344.40 1344.40 _ - - 1344.40 1344.00 1344.00 -40.00 -20.00 M 20.00 \-EX. C do G 40.00 -40.00 -20.00 0.00 20.00 40.00 18+ 50 0.00 21 + 50 CRY N'LY R/W 33.00' 33.00' S LY R/W NO. DESCRIPTION OF REVISION DATE APPROYM. 2' 20.00' 16.00' 2' N'LY R/W 45.00' 34.00' S'LY R/W CIN OF RANCHO CUCAMONGA 1347.60 1347.60 1347.20 1347.20 13,00 1346.00 1346.80 13�' 1345.60 1345.60 CROSS SECTION S 1346.40 1346.40 1345.20 1345.20 VICTORIA STREET IMPROVEMENTS 1345.60 �. � -- - 1345.60 1344.80 - 690 1344.80 1344.40 •- . . -- 1344.40 1345.20j i 1345.20 1344 00 - 1344.00 VICTORIA STA. 18+00.00 TO 23+00.00 1344.80 1344.80 1343.60 - - -- - - _ 1343.60 �- _ -40.00 -20.00 0.00 20.00 40.00 1343.20 -- 1343.20 APPROVED BY: LLC� RCE:DATE: 24953 18+ 00 1342.80 1342.80 CITY ENGINEER -40.00 -20.00 12 20.00 40.00 DESIGN PLAN PREPARED B". DED 0.00 RD CITY OF RANCHO CUCAMONGA t3A 14 21 + 00 10500 CIVIC CENTER DRIVE WN RANCHO CUCAMONGA, CA 91730 �f SEP 11 of 11 CHECM R.C.E �,O DRAWING N0. LH DATE � No 1570