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HomeMy WebLinkAbout1678 R M A SHEET INDEX C11 Y 0 A C 0 CUCA 0 G 1 . TITLE SHEET 2-3. PLAN AND PROFILE 4. SIGNING AND STRIPING N� 11T A ��VENUE 5; r T P OVEN4ENTS 5-8. CROSS SECTIONS SUM , REE I & I , R — SCE STREET LIGHTING, CONDUIT AND TRENCHING PLAN FROM EAST AVENUE TO APPROX. 1000 FEET EAST CONSTRUCTION NOTES '_SAWCUT REMOVE PORTION OF A.C. PAVEMENT AND CONSTRUCT GENERAL NOTES 4" A.C. OVER 4• C.A.B. 3a--AC OVERLAY (VARIABLE THICKNESS, 0.10' MIN.) 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the CONSTRUCT 8- CURB AND GUTTER (A2-8) PER CRY STD. DWG. No. 104 Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with (D—RE-CONSTRUCT DRIVEWAY WITH 50' DRIVE APPROACHED PER CITY STD. s u p p I i m e n t s. DWG. NO. 101 AND 6' PCC DRIVEWAY AS SHOWN ON DETAIL •B" L _ _ g�RE-CONSTRUCT DRIVEWAY WITH 35' DRIVE APPROACHED PER CITY STD. 2. Public and private utilities and substructures shown hereon are from available records. ( DWG. NO. 101 AND 6" PCC DRIVEWAY AS SHOWN ON DETAIL 'c' The contractor shall be responsible for protecting all utilities and substructures as �I (ILL �-- RECONSTRUCT EXISTING DRIVEWAY WITH 35' DRIVE APPROACHED PER CITY STD. shown within the construction limits of this project and shall be responsible for any �J HILLuSIDE o DWG. No. 101 AND 40 A.C. DRIVEWAY AS SHOWN ON DETAIL ALSO AVE WILSON AV 7�CONSTRUCT ACCESS RAMP PER CITY STD. DWG. No.102 & 103 damage as a result o f the construction operations. ^— CONSTRUCT 5' CURB ADJACENT SIDEWALK PER CITY STD. DWG. NO. 103 BANYAN ST a UMMIT AV ./19 )`REMOVE TREES/SHRUBS 3. The contractor shall notify Under groundService Alert 1-800-227-2600 and the following a � a N � > � 0�— ADJUST MH TO GRADE Utilities two working days prior to construction Or regarding any problems. N ,9THIT _ Q HIGH D Av� 30 •• Ct �- ADJUST WATER METER/VALVE, UnL.11Y BOX OR VAULT TO GRADE 30 'a > ,J 7►� Southern California Edison Co. (909) 357-6240 � Z � m a Q _ ADJUST FH TO GRADE� _ Southern California Gas Co. (909) 335-7715 I Telephone 9 469-8 47 J VICTORI PARK N 12 11 REMOVER AND RELOCATE �NS Genera Co.�i0. ( ) 3 ASE LIN RD � Q �— Cucamonga County Water District (909) 987-2591 -1L o W Q 13 CONSTRUCT AC BERM (D1-8) PER CRY STD. DWG. N0. 104 LL WORLD COM (909) 947-9441 _JI HUR ST RR w� 3 American Cable Entertainment (909) 880-0231 14 ROTECT IN PLACE F1o; 15 RADE TO DRAIN 4. For inspection of this project, the Contractor shall Contact the Public Works Section F THIL BLVD 66 \ is A-C. OVERLAY TRANSITION (COLD PLANE AND OVERLAY TO MACH EXIST. ELEV at 477-2740 Ext. 2341 two working days prior to the required date. 1050 `I RROW� 0R. PER DETAIL ON SHEET 3) OUTE a � J o > 'a BNsf RR ( 17 UJ SCHOOL DIS�TOt�E CONTAINER (PER DIRECTION OF CITY ENGINEER AND THE 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 1a TRENCH, INSTALL CONDOR PULL BOXES PULL ROPE AND BACK FILL PER SCE PLAN construction or encroachment within an Cit of Rancho Cucamonga ri ht-of-wa Q Q (FOUNDATION, STREET UGIT POLE WITH 5800L HPSV LUMINAIRE AND WIRES BY EDISON) Y Y g g y' z L'J6TH ST N 19 ONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A-88 W 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City (SEE SPEC. APPENDIX FOR DETAIL) > o O�--RELOCATE PORTION OF CHAIN LINK FENCE of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior Ll L]_ELI to construction indicating any detour and/or road closures. �. 21 NEW LOCATION C.L FENCE (FIELD ADJUST AS NECESSA" 7. Contractor shall posses any and all contractor licences, in form and class as requiredyICINI77 YAP @---CUT SLOPE AND GRADE TO 2:1 MAX. by any and all applicable laws with respect to any and all of the work to be performed NOT= -- @_ABOTTOM CLEARANCE OF C. L. GATE TO 4' MAX. FRROOusr M FINISHED SURFACE Including but not limited to class "A" licence ( General Engineering Contractor) 24 RELOCATE ELECTRICAL BOX (PER DIRECTION OF CRY ENGINEER AND SCHOOL DISTRICT) EXISTING SURVEY MONUMENTATION SIGNING AND STRIPING NOTES' All existing survey monuments that will be disturbed by this proiect shall be referenced and PAY R/M a sir R/w reset by the Construction Surveyor in accordance with Section 8771 of the California �� 25 33' �- PAINT 40 SOLID DOUBLE YELLOW (100' LONG) Surveyors Act. Found monuments are shown on the plans and described as follows: a 22 PAINT 4- SOLID DOUBLE YELLOW (150' LONG) 1[� FD. P.K. NAIL PER P. M. 3292 P.M.B. 22/20 AND CITY TIE BOOK 1 , PG.17 FLUSH LOCATED AT STA. 10+00 � I (Ir—PAINT 4- SOLID DOUBLE YELLOW (250' LONG) }- FD. 1 " I.P. PER C.S.F.B. 457/19 AND CITY TIE BOOK 1 , PG. 17, FLUSH LOCATED AT STA. 10+66.72 NOTE. r 18' VARIES I GY PAINT 4" soup WHITE 2:1 MAX. SLOPE AT (17±To 20') 5a-- PAINT 4 BROKEN YELLOW BASIS OF BEARING STA "+� ± TO ,9+ \ c I 7 PAINT/ REPAINT 66 PAINT REPAINT 12' YELLOW CROSS WALK The West line of the Northeast Quarter of Section 28, Township 1 North, Range 6 West, San Bernardino �— RELOCATE OR INSTALL TYPE 'N• MARKER 2•°x 2 e PAINT 25 LEGEND Base and Meridian. Shown as SOO"13'00"W on Parcel Map No. 3213, -� vA 9� PAINT STOP BAR 12' SOLD WHITE P.M.B. 28/77, Rotated 00'13'40"E, and used as the Basis of Bearings. Per Record of Survey Recorded In '907 x-sEcnorls) P P BQDk 96, Page 58. _-- — f- — � PAINT STOP LEGEND •=�- `�-""' `� — 11 PAINT BERM WITH REFLECTIVE WHITE PAINT BENCH MARK 8 3 \ 12 RELOCATE EXIST. SIGN CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10089, 2" BRASS DISK IN CONC. HEADWALL AT THE 4 (STA. r7+W To 18+50) \ 13 PAINT CURB WITH RED PAINT (25' LANG) \ SOTHWEST CORNER OF SUMMIT AVE. do EAST AVE. ELEVATION: 1507.03 (SEE PLM) 0- REMOVE CONFLICTING STRIPING \ STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform WILY R/W a S-LY R/W to Caltrans, Standard Specifications, Traffic Manuel, Maintenance Manual and Standard Plans and City — 25' (STA 13+10± TO 19+50±) 34' Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 33' (STA 10+70f TO 13+10t) 2. Procedures for painting of striping and pavement markings and Installation of pavements markers shall �� ' of ' E I conform to the Standard Specifications for Public Works Construction and the following provisions. s.5o1aVARIES (15'±70 17') c \ I O I A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. s NOTE: X B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. 'ST�'10+50±±TO 17+5o± - Y 2.0% � o C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to Installation 8 2 �T of striping and markings. 1 3 4 10' � D. All control points and spotting removed during sandblasting shall be replaced prior to Installation of (STA. 10+50 To 15+50) DESCRIPTION OF REVISION DATE CITY AwvRwm striping and markings. I 16' E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to (STA. 15+50 TO 17+00) Installation of new or replacement striping and markings. CITY OF RANCHO CUCAMONGA F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installationshall be in two coats with the second a minimum of two weeks after the TITLE SHEET first, unless otherwise noted. *TYPICAL CROSS S g. All thermoplastic striping and pavement markings shall be Installed In one coat and be 10 mil thick (dry), *REFER TO CROSS-SECTIONS NTS SUMMIT AVENUE STREET IMPROVEMENTS unless otherwlse noted. ON SHEET 5 THROUGH 8 y, H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping o Underground FROM EAST AVEfil1E_TO 1000'± EAST and markings to the satisfaction of the City Engineer. Service Alert LEGEND. ofEssi APPROVED BY: DATE: ' 1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control Call: TOLL FREE v? CITY ENGINEER RCE: 24 53 measures, in accordance with the city and state standards. AC SURFACE COURSE/ OVERLAY Civ (VARIABLE THICKNESS, 0.10' MIN.) w �� Zp DESK�N "LAN DREOARED Bv: ±RECOMMENDED 1 -800-227-2600 TO THE CROSS SECTIONS y 3 J. Temporary or construction striping and markings shall be in accordance with the city and state standards TWO WORKING DAYS BEFORE YOU DIG No. 24953 RD CITY OF RANCHO CUCAMONGA 60 and as directed by the City Engineer. W 10500 CIVIC CENTER DRIVE 4• CRUSH AGGREGATE BASE (CAB) * Exp. 12-31-01 * DPA" RANCHO CUCAVONGA, CA 91 730 SHEFT 3. Street Name Signs shall be installed per City Standard Plan No. 101-A. CAVA.fie RD 1 of 8 4. Traffic Signs shall be Installed per City Standard Plan No. 401-B. OF cp,LCHECKED R.G.E IID DRAWING N0' JD DATE tU NO 1678 - - 0 3 e o - - - �n _j to - - - - - - �°�,��°j 1' t4 V4 4 - �-r� 5 MAT XI 6 EDGE CONC _ - _- - _- - - -- - - - 6 .-.__ W m r " Ir - _ n 4 . - -� • � TREE h 11 4.05 IT f Tt- 10 C — . "V a- - ft _S/ � n - - AP . - 2 �� - - — — - -- -- .5 3 3 t: - - -- - _ DETAIL "C" SCALF: 1• - 20' - to x N, �7 I t w w 29' = 0.50' t 1 T 4' 6.50' 18' - - - o - a DEW SSW DSA to �� W lei lNi W � C4 t N t - - � t W W W W _ �ZT 2 3 - - - f 7.642 11.04X 1.907: SAW CUT SILY 6 SECTION C-C HOR: 1" -10' HORiz. SCALE. 1 _40' - STA. 15+90 VER: 1" = 5' VERT. SCALE. —2 9+00 10+00 11 +00. 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES a— SAWCUT O c c REMOVE PORTION OF A.C. PAVEMENT AND CONSTRUCT 4" A.C. OVER 4" C.A.B. 3�— AC OVERLAY (VARIABLE THICKNESS. 0.10' MIN.) PER PROFILE AND CROSS SECTIONS g 4a- CONSTRUCT Be CURB AND GUTTER (A2-8) PER CITY STD. DUNG. NO. 104 , Z cJ 6 0— DWG. DRIVEWAY WITH 50' DRIVE APPROACH PER CRY STD. Q� Q,o " " DWG. NO. 101 AND Be PCC DRIVEWAY AS SHOWN ON DETAIL "B" 0 1 " E SEE DETAIL "Be � SEE DETAIL C g RE-CONSTRUCT DRIVEWAY WITH 35' DRIVE APPROACHED PER CITY STD. 1 SEE DETAIL "A" g » g DWG. NO. 101 AND 6" PCC DRIVEWAY AS SHOWN ON DETAIL "C" ' 1 14 + X. 6 CURB 7 CONSTRUCT ACCESS RAMP PER CRY STD. DWG. NO.102 & 103 1010+00 SUMMIT L� EX. 6 CURB o o f �- 10+35.02 (j EAST AVE. < 16 9 EX. 6" CURB 0 g R/W o s » S 8 CONSTRUCT 8' SIDEWALK PER CITY STD. DWG. NO. 103 i 1 g 4 R W 11 9 0 p p 9 REMOVE TREES/SHRUBS ILI7 - 4 ADJUST MH TO GRADE E Q 1 - _ - BKFLDPREv - pEo I� �— ADJUST WATER METER/VALVE, UTILITY BOX OR VAULT M GRADE ry = - R/ SSTOP s % C t' SIGN ..• -• E© �� E AMM... E Euc R TRC ME �- ADJUST FH TO GRADE TREEDTHE E ©CIW SUMP SfAo WAT.VAU LT TRE- _ ULI pp��.,.,., « GTE PAD aox I E -- P . . •d •• _ - a ---W• -- P.B x. • W .° d • 11 RELOCATE POWERPOLE (BY SCE) Ppo . W�• • _ _ E S C.NAII- - .. '�, 12 REMOVE AND RELOCATE SIGNS .yn: r f W ►f5 0 n o _ v ,r ai . � F. WV' r 00 Y i, c0 - W ` (/) 1 N 1 8+e5.05 oo S89'S1' 9" 11 D0 9- 11 12100 ta+ ; t4+00S89-50-19"E"11-1 13 CONSTRUCT AC BERM D 8 PER CRY STD. DWG. 0. 04 P (0 2 14 PROTECT IN PLACE N 3 �D W o � 1 3 REF. 5 il m - Z 18 A.C. OVERLAY TRANSRION COLD PLANE AND OVERLAY TO MACH EXIST. ELEV E . 0 ( W � FrE Q o RE` .S1 Q st M n src" 1e-R p -- 19•RCP (''7 & '�-= J W PER DETAIL ON SHEET 3) 0 ,( EX. E.P. S'G" 18 TRENCH, INSTALL CONDUrT, PULL BOXES, PULL ROPE AND BACK FILL PER SCE PLAN " I R/w '" F r E Ex. E.P. _ (FOUNDATION, STREET LIGHT POLE WITH 5800E HPSV UJMiNAIRE AND NARES BY EDISON) ""� E iR C ,• E "°i` "°° rn� R U 19 CONSTRUCT CURB RAMP PER CAL-TRANS STD. PLAN A-88 14 s R. �E� SUMMIT AVENUE '�� ~ (SEE SPEC. APPENDIX FOR DETAIL) E c� rp-13 S U VE 1 EF 5 �I M O �� W SAW CUT EXIST PROTRUDING n N SII CURB AS NECESSARY U 3 18 X. 6' CURB ,',g ,'`�, 18 ; , CITY EX. SIDEWALK EX. BLOCK WALL 0 _ ?���c S o?s°'�° v� 0.50' �� 29 DESCRIPTION OF REVISION DATE < t 3't 4' 6.50' 18' 1508.29 TC00 's �� ':!�' r' 9 Raw D W SSW DSA CITY Of: RANCHO CUCAMONGA EX. CURB do cn J IN ��o 18" GUTTER + `� `I 1 .1 1 T P.O.'o ;' J AI N . N s`sem °4• MATH EXIST 6� - ._ - � La- 4 w w w 1 4' P o S.o' TRANsmoN TO ---- PLAN AND PROFILE EX. CURB & GUTTER 1 `T ° FS .�� 0 O h '-{� �) in NYRE , 6 ICIr'�Gry� °J'? ,7",1 �`° 2 3 8' a ` ECR s ��° F !� \\\`Y W W W W W SUMMIT AVENUE STREET IMPROVEMENTS DETAIL "A" - -- -_4 -- -- . � � �– - --w— _ - - -- - ---- 8.69% �- - 1 6 a SCALE: r - 20' '?,� - _ - - -- ------3 ____e_ -____ 1.902 -------- FROM EAST AVENUE TO 1000 t E/0 EAST AVENUE LEGEND: ' SAW CUT AC OVERLAY apFESS/ APPROVED BY: i�, ` DATE: RE�wood - - �'.� 0 (VARIABLE THICKNESS, 0.10' MIN.) P CITY ENGINEER �LG�' !.(; � RCE: 24953 W — — — 5 REFER TO THE CROSS SECTIONS �,� '� � �� f_ a-- a— — -- 13+00 yo�� .,�• � 14+00 t �` '� � ' DEIGN PLAN PRFPARE D Bim: RE'COMMMM 7 ,r '—PPo 3 SECTION B-Bk/;/%; NEW AC PAVEMENT 4 HOR: 1" =10' "' '% (4 ''''C �) W 3 �• 24953 RO CITY OF RANCHO CUCAMONGA M S o R CURVE DATA a STA. 13+40 VER. 1 w = 5, A.C. OVERLAY TRANSITION * Exp. 12-31-01 * �, RAN0C0H0 CIVIC C CAMONGA, 0CA'v91 730 SHM 1 8.80 T S C 0 R L T (COLD PLANE do OVERLAY AND MATCH ply, CIV 1�- �' RD 2 of 8 EXIST ELEV. PER DETAIL ON SHEET 3) •I� �'` A 90'23'02» I -L7' 42.59' 7.1 ' DETAIL "B" �' c►►1r�F CHECKED Rc.E. No 3 oRAwINc No. SCALE 1• _ 20' JD pA� F�E Np 1678 6A - -_ - - - 0 - - -- - - - - - - _ - -- - - - - - - C) o - -- J 00 - — - — U - - Ex PCC SLAB Li JSW - = - _.. y. t V _ - _— - -__ - .. _— _ _ _— — _ _— _ _ _ ._ _—_ _—_ • • ••j __._ - —._ I -_ —. _— _ - - _ — — _ _ _— _ _ __ _ — _— _ __ — _— —_ _ J - MATH XIST. •�' . - - - - - --_ PAVE Z o - - - - - - - - 4 AC - - - - - - - - -- - -- -- - - - wm u DRIVEWAY WITH - - - - - Cc - _- 23 u - - - - -- - - - ,� z - - - - - - - - — - -- - - -- — - -- - - - - • w - -- -- - - - — -- - O U- A - — - - - -- - - - -- - - ,,� 18 Z - - - 17 - - - - -- - - -- - - o _ - - - - _ _ - - -- - -- W L t\ 22 - -- _ - _ � 21 .. __ __ __ - - --- _ _ _.-- — -- —_ _. __ - --- t� - - - - - - - - - - - - - - - - - - - - - Et - - - -- - - - - - - - — - - - � 6'TC COR 1 f 2� - - - -- - — - _ ._ �O• 4 . 20 BE[ _ NT. 8 •d, AC -- -- - _ ` 13 - - - - - -- - - _ - -_ - - - - - - - a - - -- - -- - - •• Q TEE - Q - - -- _ G T E - _ - - - - - _ - _ of - - - - - - _- -- -- - 1 1 EX. E.P. -- - 3 - - - - - - - DETAIL _ _ -- -_ SCALE ,• - zo' - - - - - _ - - - - - - a - _. -- _ - --- — -- __ _. --- ---- — -- - - — -- --_ -- --- -- _ - - -- — - ---- - _ -- - --- -- - -_ _ _ �] HORIZ. SCALE: 1 "=40' - -- - -- - - _ _ 0 VERT. SCALE: 1 "=2' 17+00 18+00 19+00 20+00 21 +00 22+00 W m 45't 19't 4' 6.50' 18' mi D/W S/W D/A a N N � = w U O < 0EX. C.L FENCE/GATE N w a _ o c N EX. GRADE t ± s') O^ W W W ETAIL "D" W v ; EX. P.C.0 EPs GUTTER � J2 3 Q �'� � �' EX. PCC PAVEMENT 3.73% ;5 J zo ..r.. 2X \ EX. 6" CURB c 11.04% 7G 7 R/W Z s GAO-e-. 95 � ., SECTION D-D „y SAW CUT o < � 1 a , + 8 .� 4 8 3 0+ EX. C.L. R/W -" STA. 17+89.70 "v� i• -'s°' R Z FENCE . tV a _ i TRC' REF 1 Q / ,• /r . i � PPO a w A W " 19 0o CAT' 00 _ 21} _ _ ��_ — V J T / T o we V) jp ^ N CK3 SPIK ' Z � 06 2 ;r, 2 3 N 8 s 8't W - — - A.C. OVERLAY 1moarnm J W Q 4 EX. E.P. �ti A.C. OVERLAY SUMMIT AVENUE R 'W g�c. Q / EX. A.C. p EX. A.C. SURFACE SURFACE COLD PLANE AND A.C. OVERLAY I ((r TO 0.10' ,NMNms lw CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE ��; at -- RECONSTRUCT EXISTING DRIVEWAY WITH 35' DRIVE APPROACHED PER CITY sm. A.C. OVERLAY TRANSITION 2 CONSTRUCT 4' AC OVER 4' CAB �PE"�R PSTREET LAN (BY � )POLE WITH 5800L HPsv LUMINAIRE NTS CITY OF RANCHO CUCAMONGA 3 AC OVERLAY (VARIABLE THICKNESS, 0.10' MIN.) 0 --RELOCATE PORTION OF CHAIN LINK FENCE PER PROFILE AND CROSS SECTIONS �R PLAN AND PROFILE 44 CONSTRUCT 8" CURB AND GUTTER (A2-8) PER CITY STD. DWG. NO. 104 21 NEW LOCATION OF C.L FENCE (FIELD ADJUST AS NECESSARY) gA RECONSTRUCT EXISTING DRIVEWAY WITH 35' DRIVE APPROACH PER STD. O—CUT SLOPE AND GRADE TO 2:1 MAX. DWG. NO. 101 AND 4" A.C. DRIVEWAY AS SHOWN ON DETAIL "D' 23 FROM FINISHED SURFACE SC RLEARANCE OF C. L GATE TO 4' MAX. PltpFESS/ SUMMIT AVENUE STREET IMPROVEMENTS a CONSTRUCT a' SIDEWALK PER CITY STD. DWG. NO. 103 24 RELOCATE ELECTRICAL BOX (ER DIRECTION OF CITY ENGINEER AND SCHOOL DISTRICT) 3r�Q 9�— REMOVE TREE/SHRUBS No. 24953 FROM EAST AVENUE TO 1000-:k E/0 EAST AVENUE @-ADJUST WATER METER/VALVE TO GRADE LEGEND: W nr Exp. 12-31-01 i APPROVED BY: ' DATE: It) AIC PAVING OVER FIN. GRD. / AC OVERLAY * E lw{CC u RCE: 24953 ADJUST FH TO GRADE ARIAeLE THICKNESS, 0.10' MIN.) `� CIV1�- CITY ENGINEER /�/LL� �� OF Clof DMM PLAN PREpaRED B, RDDOMMENDED 11 RELOCATE POWEPOLE (BY SCE) EFER TO THE CROSS SECTIONS c! ' 13 CONSTRUCT AC BERM (D 1-8) PER CRY STD. DWG. NO. 104 15 GRADE 1O DRAIN NEW AC PAVEMENT OVER 4• CAB) CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE SHEEN ti 16 A.C. OVERLAY TRANSITION (COLD PLANE AND OVERLAY TO MACH EXIST. ELEV DRAWN RANCHO CUCAMONGA, CA 91730 AI HEREON A.C. OVERLAY TRANSITION PER DETAIL ) (COLD PLANE do OVERLAY AND WATCH RD _i__0F 8 1�---- RELOCATE STORAGE CONTAINER (PER DIRECTION OF CITY ENGINEER EXIST ELEV. PER DETAIL ON SHEET 3) AND SCHOOL DISTRICT) �� �� � �� �' JD DATE FE NO 1678 12 + 50 N'LY R/W ��y S'LY R W 1506.00 1506.00 10+ 50 - - \ 33' 332 ' N LY R SLY R 1505.00 ¢ 1505.00 33' 33' 1504.00 1504.00 1509.00 18 15 t 16 1509.00 1.907 zoz �, 4� Q 1503.00 - 1503.00 1508.00 ��� �°� � 1508.00 ho oma' 1502.00 1 1502.00 h 1507.00 Zoz 1507.00 Y 1.90% 2.oz 1501.00 1501.00 -40 -20 0 20 40 1506.00 - 2 1506.00 1505.0010 1505.00 �5 1504.00 -40 -20 0 20 40 1504.00 �0; 12+ 00 N'LY R/W ~ S'LY R/W 1507.00 1507.00 33' 33' 10+ 00 1506.00y 1506.00 Oil 1510.00 1510.00 1505.00 1505.00 2oz 1509.00 1509.00 1504.00 - - - 1504.00 SE OVERLAY T AN SI T ON DETAIL 1508.00 1508.00 1503.00 lot 1503.00 v 1507.00 1507.00 1502.00 *_ \ 1502.00 �S 1506.00 1506.00 1501.001501.00 -40 -20 0 20 40 1505.00 1505.00 r; 0 1504.00 � 1504.00 -40 -20 0 20 40 �� 11 + 50 1508.00 N'LY R/W S-LY R/W 1508.00 33't) 4 �� 339 + 50 1507.00 o1i I 1507.00 1510.00 11, 1510.00 1506.00 1506.00 oz 1509.00 1509.00 1505.00 - 1505.00 1508.00 1508.00 1504.00 1 u \ 1504.00 1507.00 `V 1507.00 1503.00 .. �/ 1503.00 o \ \ 1506.00 � 1506.00 1502.00 1502.00 -40 -20 0 20 40 -40 -20 0 20 40 11 + 00 N'LY R/W ASLY R/W 33' 33' NMI1 1509.00 509.00 V 18' 15' 1508.00 ~ " 1508.00 9+ 00 05 1507.00oh 1507.00 2.1510.00CL 1510.00 3 ^h DESCRIPTION OF REVISION DATE c 1506.00 1506.00 R � "� 1509.00 1509.00 -- 2 --- 1505.00 1505.00 1M Oil CITY OF RANCHO CUCAMONGAMONVCUCAMONGA- -- - 1508.00 OD 15os.00 1 _` , _wt4D CROSS SECTIONS 1504.00 1504.00 1507.00 1507.00 �i -20 0 20 40 �S1503.00 1503.00 SUMMIT AVENUE IMPROVEMENTS -40 -20 0 20 40 FROM EAST AVENUE TO 1000'± E/0 EAST AVENUE aoFESS, APPROVED BY: ) DATE: SCALE: �o Pia a mil 1 CITY ENGINEER RCE: 24953 H O R . 1 " = 10 "`"3 _� �, G_aN pREGAREC A, - 01 "°• 24953 RD CITY OF RANCHO CUCAMONGA &09 VER . 1 " - 2' * Exp. 12-31-01 * DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730T civic- �� RD _�vF 8 OF CpiECKED RC.E NO ORAYvtt+IG W. JD DAM ftE ao 1678 16 + 50 1498.001498.00 N'LYy /W S'LY R/W 1497.00 4 1497.00 11 2 33' 1496.00 1496.00 14+ 50 149 5.00 1495.00 3:1 MA 2•oz ��1 N'LY R/W S'LY R/W ,r. 1. 1501.00 ry 1501.00 1494.00 �z 1494.00 �O 2 33' 1500.00 2 0j 18 17't o,^ 1500.00 1493.00 1493.00 oz 16 JC Oz W 1492.00 1499.00 3:1 MA - 1499.00 1492.00 o 1498.00 - 1498.00 1491.00 1491.00 �- 10 -40 -20 0 20 40 X 1497.00 W 1497.00 F, ao w 1496.00 1496.00 -40 -20 0 20 40 N'LY R/W 16 + 00 S'LY R/W 1498.00 4�71498.00 25' 33' 14+ 00 1497.00 SEE DwY DET. SHT.2 � 1497.00 N'LY R/W S'LY R/W o^, 18' o� 1503.00 1503.00 1496.00 h• h 1496.00 251 4 33' ^ t. w 1495.00 1502.00 18' 17 f 1502.00 1495.00 o' -� 45 cb 1501.00 z 1501.00 1494.00 16, \ 1494.00 .. 1. 2.oz x \ 1500.00 1 MA 1500.00 1493.00 0 1493.00 in 1499.0010 1499.00 1492.00 1492.00 -40 -20 0� 20 40 X W 1498.00 ,. 1498.00 65 o� rn 1497.00 1497.00 -40 -20 0 20 40 15+ 50 N'LY R/W � S'T 'ellL R/W 1499.00 1499.00 ^ry � 13+ 50 1498.00 ryry 25 33' 1498.00 N'LY R/W S'LY R/W ry^� 1 18'±1503.00 ,� 1503.00 1497.00 1497.00 2 h 33' 2. z \ 17 x 1502.00 1496.00 1502.00 +\huh i 1496.00 �. �12O z 1501.00 3:1 MA - 1495.00:1:� 1495.00 X W v 1500.000 1500.00 1494.00 1494.00 Lno 1499.00 1499.00 1493.00 1493.00 -40 -20 0 20 40 -40 -20 0 20 40 i 13+ 00 15+ 00 N'LY R/W S'LY R/W N'LY R/W h� �� A S'LY R/W 1505.00 1505.00 V 1500.00 0 1500.00 33' 33' 1504.00 �` � Q 1504.00 � 'oo, 2 ' moo, 33' MY 8' t15' o^ 1499.00 18' 18 1499.00 DESCRIPTION OF REVISION DATE : 2.oz 1503.00 1503.00 1498.00 MAX- 1502.00 CITY OF RANCHO CUCAMONGA 1497.00 >r- 1502.00 -- --- - - - - 1502.00 CROSS SECTIONS 1497.00 - 1497.00 v � 10 1501.00 0 1501.00 1496.00 1496.00 SUMMIT AVENUE STREET IMPROVEMENTS N O 1500.00 1500.001 1495.00 -40 -20 0 20 40 1495.00 -40 -20 0 20 40 FROM EAST AVENUE TO 1000't E/0 EAST AVENUE aofEss,� �-� /o P APPROVED BY: DATE: 4 ��► �,� �{� CITY ENGINEER _ �,�- �c��C�/ ZL-Lty RCE: 24953 y 3 r OESM PLAN PREPARED Br: RmOMMENDED No. 24953 A r Exp 12-3t-Ot RD CITY OF RANCHO CUCAMONGA d # * 10500 CIVIC CENTER DRIVE r DRAWN RANCHO CUCAMONGA, CA 91730 SHEET civ�� �� RD 6 aF-8 _ OF CALM \ - CHECK D R.C.E. NO mWm NO. JD DATE FU NO 1678 f N'LY R/W S'LY R/W 18+ 00 1496.00 1496.00 1495.00 1495.00 19+ 50 N'LY R/W S'LY R/W 1494.00 1494.00 1493.00 1493.00 25' 33' 1493.00 1493.00 1492.00 �' 1492.00 1492.00 1492.00 1491.00 1491.00 a � � 2 ^ � 18' 19t -ZI 1491.00 1491.00 1490.00 1490.00 Lo�x V Z' Q 00 1490.00 1490.00 1489.00 JJ ^ 1489.00 oj 1489.00 - 209 1489.00 1488.00 _7 1488.00 v 00, ;zf 1488.00 1488.00 1487.00 21 MAX 1487.00 o \ 1487.00 1487.00 1486.00 x 1486.00 -40 -20 0 20 40 � 1485.00 � 1485.00 -40 -20 0 20 40 17+ 50 N'LY R/W S'LY R/W 1498.00 1498.00 N'LY R8F 1 9 + 0 0 S'LY R 1497.00 1497.00 1494.00 y 1494.00 1496.00 1496.00 1493.00 1493.00 1495.00 1495.00 1492.00 1492.00 1494.00 �v 4 1494.00 1491.00 � 1491.00 ov "Je\ 1493.00 1493.00 1490.00 �. 1490.00 a � Azkl o 18' 19' � P 12't 2 'f 1492.00 t :r-: z 1492.00 1489.00 1489.00 7. 1491.00 -- 1491.00 1488.00 1488.00 20' W 1490.00 1490.00 1487.00 1487.00 X 00 1489.00 1486.00 1486.00 1489.00 00 -40 -20 0 20 40 rn 1488.00 1488.00 -40 -20 0 20 40 N'LY R/W 18+ 50 S'LY R/W 1495.00 17+ 00 1495.00 2 ' 33' N'LY R/W S'LY R/W - - - 1498.00 CL 1498.00 1494.00 1494.00 1497.00 25' ' 33' 1497.00 1493.00 1493.00 1496.00 � 1496.00 1492.00 1492.00\ �� 4 \ 2:1 MA hry ti 1495.00 „�. h 1495.00 1491.00 W 1491.00 ' per. 0 1494.00 MA 1494.00 1490.00 - 1490.00 18' ^ 19'± 1.902 B�7 °' X 1493.00 1493.00 1489.00 - 1489.00 CFTY DESCRIPTION OF REVISION DATE APPROM: 1492.00 1492.00 1488.00 \ 1488.00 CITY OF RANCHO CUCAMONGA 20' 1491.00 1491.00 1487.00 0 _ 1487.00 TITLE SHEET CV of Q1 \ co I E 1490.00 -40 -20 0 20 40 1490.00 1486.00 -40 -20 0� 20 40 1486.00 SUMMIT AVENUE IMPROVEMENTS FROM EAST AVENUE m 1000't EA .f.w Avmm ��pFESS/ APPROVED W: // / DATE: CITY ENGINEER li'l <�C��c.vGf( 1. ,•-L/� RCE: 24953 DES" PLAN PREPARE' By. PEWMIMENDED y i No. 24953 R- CITY OF RANCHO CUCAMONGA Exp. 12-31-01 10500 CIVIC CENTER DRIVE * * RANCHO CUCAMONGA, CA 91730 9�ET RD 7 of_ 8 7 CHECKM IME NO DRAWM NO. ------------ _ JD DATE ME NO 1678 21 + 50 1485.00 1485.00 1484.00 1484.00 rn rn 00 00 1483.00 1483.00 -40 -20 21 + 00 1485.00 1485.00 1484.00 1484.00 x w 1483.00 .. 1483.00 �i 1482.00 1482.00 -40 -20 0 20 20+ 50 N'LY R 1 S'LY R/W 1490.00 1490.00 1489.00 1489.00 1488.00 1488.00 1487.00 1487.00 GRADE 10 PIMIADE DRAINAGE SWALE d _ 1486.00 1486.00 JI 1485.00 I' - 1485.00 1484.00 1484.00 to Lo 00 00 1483.00 1483.00 -40 -20 0 20 40 20+ 00 N'LY R/W SLY R/W 1492.00 1492.00 1491.00 - -� 1491.00 1490.00 1490.00 1489.00 1489.00 qnr \ DESCRIPTION OF REVISION DATE App�: 1488.00 1488.00 CITY OF RANCHO CUCAMONGA 1487.00 GFtADtM PROVW DRANAX SWALF 1487.00 - CROSS SECTIONS 1486.00III I X 1486.00 SUMMIT AVENUE STREET IMPROVEMENTS w 1485.00 v 1485.00 FROM EAST AVENUE TO 1000'* E/0 EAST AVENUE 1484.00 1484.00 / QMOFESS/ APPROVED BY: DATE: Ui -40 -20 0 20 40 CITY ENGINEER RCE: 2493 pNaREpARErBD�q RE00WJENDED No. 24953 I" RD CITY OF RANCHO CUCAMONGA 0 Exp. 12-31-01 � 10500 CIVIC CENTER DRIVE * DRAWN RANCHO CUCAMONGA, CA 91730 SST �r CIV1RD �$_of OF CI►L�E CHECKM R.C.E. No M WING NO. JD DAM SLE No 1678