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Home My WebLink About1980 Cl- T-... Y 0--,F -RANC-1 -10 C LICAMONGA l� ADA 2003/2004 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS AT VARIOUS LOCATIONS GENERAL NOTES: 1. NI work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public We, Construction, (Green Book), 2003 Edition. 2. Public and Private utilities and substructures shown hereon aro from available records. The RANCHO CUCAMONGA Contractor shall be responsible for protecting all utilities and substructures as shown within the construction Imps of this project and shall be responsible for any damage as a result of the CONSTRUCTION NOTES construction operations. Pro je e t 3. The Contractor *half notify Underground Service Alert 1-800-422-4133 and the following utilities two o--CCSTRUCT pppm � p ppZ qN gyp, 102, CALTRANS STD. ABQ, working days prior to construction or regarding any problems. Site CASE C. OR AS MODIFIED PER PLAN My � '��_ Southern California Edison Co. – EMERGENCY ONLY a, - Vr: CONSTRUCT COBBLESTONE ROCiCSCi1PE PER CiTY STD. 542, CASE 1 Southern California Edison Co. 800 611-1911- 909 3576240 r r 1 4 ';it ( ,. { � '� ..4 i` � 3�--CONSTRUCT 4' THICK PCC SIDEWALK PER CRY sTD. 103 Southern California Gas Co. - EMERGENCY ONLY ` ry ♦ CONSTRUCT PCC SPANDREL PER CITY STD. 106—A Southern California Gas Co. - Sam Martin 800 427-2000 � `, ..� �� .. �� ` �`, .�, � _ (�- V - 909 335-7847 f ~ `G Verizon Co. Bob Parent V ,_ ,,, s MATCH EXISTING Verizon Co. - Dallas Stringer 909 469-6354 "> - r j----- Almond Rd 'A ` 7. , >-. Verizon Co. - Thea Carlson 909 469-6339 SAWCUT AND REMOVE EXISTING Cucamonga County Water District - EMERGENCY ONLY 909 469-6327 _ RELOCATE _ . g County - Hillside R i o uRifn Cucamonga Coun Water District 909 987-2591 ' 19091 483-7440 Y} _ _ son AV CONSTRUCT d' THICK P.C.C. DRIVE APPROACH PER CITY STD. 101, TYPE C 4. The oontractor shall notify the City of Rancho Cucamonga Police Deportment, The City of Rancho Banyan gt = ; �A '` k r = ' CONSTRUCT r THiCK P.C.C. DRIVE APPROACH PER CITY STD. 101. TYPE R-1 Cucamonga Fire Department and any affected school district, 72 hours prior to construction = y _ Route SDA indicating only detour and/or road closures. i, y ' o L. er construction) 10 CONSTRUCT UNDERSiDEWALK DRAIN PER CITY STD. 107-8 1-8th Highland Av 11 CONSTRUCT CLEAN OUT PER CVWD STD DWG. 21 WITHOUT CONCRETE COLLAR 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) . 477-2740. Monday – Thursday, and at bast two working days Prior to the construction start date. k Base L a : 6. A permit shall be obtained from the City of Rancho � Cucamonga or to a construction or encroachment within only City of Rancho Cucamonga easementorrighta–of way. It -17 Foothi�I 7. During the construction operations at least one 12' lane in each direction shelf be provided for each A .. direction of travel on afl street at DAN times. The traffic lanes shall be maintained on pavement and �; i,`:', ' "` .` shots remain unobstructed. Arrov�rti' w Rt Ii _ - ..•- t r � 1j .. 8. The Contractor shah familiarize himself with all underground utilities. pipes a� str�tures, and shah sth� . ..., :.:�<< � --� - LEGEND: toles sole for there it ro iacement, at no coat to the _. M 8t REPLACE A.C. NEW A.C. PAVEMENT 10 Freeway } WHICH SHALL. A r+eaponaibillty pa / P City. for any damage to said underground utilities, pipes and structures. �� 4 r 4th 1M MIN. OF OR 1 THICKER THAN DXISTING WHICHEVER IS GREATER 9. Contractor sholl verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. NEW P.C.C. PAVEMENT -. —..4 .. �Fre+�wr _ 10. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall S J9 possess any and all contractor licenses, in form and class as required by any and all applicable s 3 _ laws with respect to arry and all of the work to be performed under this contract; Including but not = z n�i ® CONSTRUCT ROCKSCAPE limited to a Class 7e License (General Engineering Contractor) or a Specialty Class 'C" license sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 Ir VICINITY �G4P PP POWER POLE at. seq.) and rules and regulations adopted pursuant thereto. NOT TO SCALE WPJ WEAKENED PLANE JOINT SHEET INDEX EXISTING SURVEY MONUMENTATiON AN existing survey monuments that wIN be disturbed by this project shall be referenced and reset by 1. TITLE SHEET the City's Constriction Surveyor in accordance with Section 8771 of the California Surveyors Act. Monuments found by research of available City records and by field survey are shown on the plans 2. LOCATION MAP and described as follows: 3. PLAN 4. PLAN Dave pin located on top of the curb at the middle of curb return on 5. PLAN southwest corner of Baseline Rd. and Camelian Ave. (Ramp 4). See sheet 3. Concrete nail located on top of the curb at the east of the curb return on southeast corner of Baseline Rd. and Beryl St. intersection (Ramp 17). See sheet 4. Nail and washer (CCWD) located on top of the curb at approximately 4' east of the curb return on southeast corner of Baseline Rd. and Beryl St. intersection (Ramp 17). See sheet 4. DESCRIPTION OF REVISION DATE an �rtovm: CITY OF RANCHO CUCAMONGA TITLE SHEET ADA 2003/2004 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS AT VARIOUS LOCATIONS UndergroundPESSI APPROVED BY: DATE: - Service Alert �o l CiTY ENGINEER Gil RCE: 24953 Call: TOLL FREE r� ` PLAN PREPARED BY: DED 1 -800-422-4133 W PK CITY OF RANCHO CUCAMONGA No. 24953 = 'i TWO WORKING DAYS BEFORE YOU DIG eco Exp. ,2-3`05 ` � � �� 10500 CMC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 �� I► PK 1 of 5 CHEMED RC.E. No DItAWM No. MP DATE FLE No 1980 H JENNET w ST. 22 Fc at 5 IL IL ca ORANGE ST H 19 � l I I I 5 x ALTA LOMA HIGH SCHOOL W ROBERDS ST. Q 779't 3 693'± 3 Lj STATER BROTHERS SHOPPING CFNTER 659't 667'± 47s't H Q 457'± } Z 162't 1 1 } 9274 Q 1_uPlt( 118't . Z \-- __L zL---L____L__Lj crQ 7 ui W 15o't 2 Q BASELINE RD. 804.± j 8 9 11 , 3 15 16 Q BASELINE RD. Q '8 BASELINE RD, W 3 3 3 10 4 12 4 14 4 O 4 J e31'tZ oC 17 Z 1 2 44 p 3 3 3 Z t4J SUNRISE SHOPPING CENTER Q > U eMWOIRVE� (1) DRIVEWAY SHALL BE RAMPS AT ALTA LOMA HIGH SCHOOL SHALL BE CLOSED AND ACCESS MAINTAINED TO THE CONSTRUCTED WHEN SCHOOL IS NOT IN SESSION W SITE AT ALL TIMES ALL WORKS SWILL BE COMPLETED PRIOR TO AUGUST 30. 2004. Q Q J W NO. ITEM LOCATION FOOTHILL BLVD. 1 RAMP SUNRISE SHOPPING CENTER APPROXIMATELY 831' WEST OF CARNELIAN AVE 20 2 RAMP SUNRISE SHOPPING CENTER APPROXIMATELY 804' WEST OF CARNELIAN AVE 5 3 RAMP NORTHWEST CORNER OF CARNELIAN AVE. AND ROBERDS ST. 4 RAMP SOUTHWEST CORNER OF CARNELIAN AVE. AND BASELINE RD. 5 RAMP SOUTHWEST CORNER OF CARNELIAN AVE. AND CALLE DEL PRADO LEGEND: 6 RAMP SOUTHEAST CORNER OF CARNELIAN AVE. AND CALLE DEL PRADO Li 7 DRIVEWAY STATER BROTHERS SHOPPING CENTER APPROXIMATELY 162' EAST OF CARNELIAN AVE. CALLE DEL PRADO a DRIVEWAY STATER BROTHERS SHOPPING CENTER APPROXIMATELY 361' EAST OF CARNELIAN AVE RAMP OR DRIVEWAY NUMBER 9DRIVEWAY RAMP STATER BROTHERS SHOPPING CENTER APPROXIMATELY 667' EAST OF CARNELIMI AVE. ALTA LAMA HIGH SCHOOL SHEET NUMBER _n F�V 10 RAP ALTA TDMA HIGH SCHOOL APPROXIMATELY 779' WEST OF VINEYARD AVE. 3 11 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 693' WEST OF VINEYARD AVE. 12 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 659' WEST OF VINEYARD AVE. 13 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 476' WEST OF VINEYARD AVE. 14 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 457' WEST OF VINEYARD AVE. 15 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 136' WEST OF VINEYARD AVE. 16 RAMP ALTA LOMA HIGH SCHOOL APPROXIMATELY 118' WEST OF VINEYARD AVE. 17 RAMP SOUTHEAST CORNER OF BASELINE RD. AND BERYL ST. 18 RAMP 9274 BASELINE RD. APPROXIMATELY 150' WEST OF HELLMAN AVE. 19 SIDEWALK SOUTHWEST CORNER OF AMETHYST AVE. AND ORANGE AVE 20 RAMP SOUTHWEST CORNER OF FOOTHILL BLVD. AND HELLMAN AVE 21 SIDEWALK I BASELINE RD. NORTH SID APPROXIMATELY 75' EAST OF MILLIKEN AVE 22 RAMP SOUTHWEST CORNER OF SAPPHIRE ST. AND JENNET ST. NOT M SCALE 21 DESCRIPTION OF REVISION DATE Aram; 75' 5 CITY OF RANCHO CUCAMONGA Lu BASELINE RD. LOCATION MAP Y ADA 2003/2004 ACCESS RAMP AND J DRIVE APPROACH IMPROVEMENTS J AT VARIOUS LOCATIONS oAFESS APPROVED 8Y: DATE: �p � CITY ENGINEER RCE: 24053 4w 3 � `� ) PLAN PREPARED BY: R n No. 24953 PK CITY OF RANCHO CUCAMONGA Exp. 12-31-01 10500 CIVIC CENTER DRIVE SkET RANCHO CUCAMONGA, CA 91730 CIVIL- �e ' PK 2—of 5 CHECKEDR.C.E No DRAWNG NO. MP DATE FILE NO 1980 EXISTING 12"• CMP BASELINE RD. II kl I EL \� CALLE DEL PRADO EXIST. 10.5' __I__ -T- .��/\ \` 21.5' / WALL I `\} � W REMOVE BOX IF RIS BASELINE R D. ( 5 g � )� \? �' > ,. ABANDONED, OTHERWISE BASELINE R D. fflSH 1 Q ADJUST TO GRADE BUTTON PARALLEL 13.5' S g g 14. RAMP LANDING ANDA :d�j - �; - i_ 5 g Z __=�' 5 MAX HEIGHT OF 440I. -- 4 4 BAR. 24• LONG —- - - - -_._ -. / . _� 6 6 Q S � -LLLJ - -- - / WPJ 1 O 12' O.C. ;6 BAR, 24' LONG 3 '• T O 12. O.C. -__ _ -__ - \�► W �, / '�� b n Z > EXIST±NG 6" b Q 4 Q t Pr N � 5 g V�►T �' N Q RETAINING CURB U EXISTING-- xis" %�\° ! • Q N ,.c_j it 5k \ J DF W`Ai K g 5 a 6 e �b Z wa.LL W 1 t oowN .k poww 5 8 Q 3 WPJ �(c i• Z 6331[ MAX ^ �` !s 33X , 2 h ti i \ I WPJ ` S l ;ra f_ 0 1 U -.._- -- - — - - �• Z ,1 REMOVE INTERFERING PORTION REfAiMNG -�I o -- — -- - - O 6't - - - - --- i 6 OF 12• CMP AND PLUG END. CURS 9� RETACURINING 9' Q I 3 (� 12' 12.5' 21.5' U I I I' E' J 5 6 ROBERDS ST. I I I li i ii li l SUNRISE SHOPPING CENTER 1 SUNRISE SHOPPING CENTER 2 3 4 5 N APPROXIMATELY 831 ' WEST OF CARNELIAN AVE. 3 N APPROXIMATELY 804' WEST OF CARNELIAN AVE. 3 N NWC OF CARNELIAN AVE. AND ROBERDS ST. 3 N SWC OF CARNELIAN AVE. AND BASELINE RD. 3 N SWC OF CARNELIAN AVE. AND CALLE DEL PRADO 3 SCALE 1•-10' SCALE 1•-10' SCALE 1•=10' SCALE I'-10' SCALE 1•-10' EXIST. 4" I I EXIS`. PIPE li � WALL EDGE OF AC ' V-DITCH CONSTRUCT a PVC PIPE SCH �I 1 EXISIING 40 TO MATCH EXIS TING. END POST (TYP) OF PIPE SWILL BE WEDGED 6 6 AND DAYLIGHT TO V-DITCH 5 II �i I) I 3 '/� 5 4' _ 6 CALLE DEL PRADO ( 1 2 5 g 6i ffb� 2 Exlsr. . . EXIST. EXIST. ♦ �V� ,� -- - - SIDEWALK. �m� ( SIDEWALK EXIST. SIDEWALK -- k W - _ - - -- � �— SIDEWALK 77 y R + i_ > pC p +CIF •C EXIST. z SIDEWALK � . S K � A• ° - -- -- - ` - - _ .. .. � ° ..`t•;Z..! ��~.' Til Z ' s 6 jj ° ► p g C - - - - --- s` ip •J" in t F.H. BAR 24 LONG WpiI � .. a WPJ (TVP) .` O 12 O.C. W cy ° v .4 Q �• rte' EXIS'ING 6 ADJUST MH �. - 2 4 v J�ALL TO GRADE BY I 3' 34' 3' 12.a' 9' 1 WPJ VERIZON 9.5' 30.8' 9.5' u? 5 6 5 9.5' 30.1' 9.5' 5 6 8 6 II 3 __ I ` - 15 6 5' STATER BROTHERS SHOPPING CENTER 6 STATER BROTHERS SHOPPING CENTER 7 STATER BROTHERS SHOPPING CENTER 8 9 N SEC CARNELIAN AVE. AND CALLE DEL PRADO 3 N APPROXIMATELY 162' EAST OF CARNELIAN AVE. 3 N APPROXIMATELY 361 ' WEST OF CARNELIAN AVE. 3 N APPROXIMATELY 667 WEST OF CARNELIAN AVE./ 3 DESCRIPTION OF REVISION DATE APP CITY SCALE 1•-10' scALE ,•-10• SCALE 1•=10' SCALE 1•_10' ALTA LOMA HIGH SCHOOL CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES LEGEND: PLAN oaysrRuc•r HANDICAPPED ACCESS RAMP PER CITY STD. 102, � �3 CALTRANS STD. A88, CASE C. OR AS MODIFIED PER PUN QUANTTTY REPLACE EXISTIM A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A 2003/20" �� RAt�IIP AND 2a—CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 DESCRIPTION UNIT RAMP 1 RAMP 2 RAMP 3 RAMP 4 RAMP 5 RAMP S RAMP 7 RAMP 8 RAMP 9 N. OF 30 THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER �p�/� 3�CONSTRUCT 4" TRICK PCC SIDEWALK PER CITY STD. 103 DRIVE G APPR� IMPROVEMENTS 4�CONSTRUCT PCC SPANDREL PER CITY STD. 106-A CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 1 3 3 5 5�MATCH EXISTING CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 55 61 112 73 82 82 69 NEW P.C.C. PAVEMENT AT VARIOUS LOCATIONS 6a- MATCH AND REMOVE EXISTING CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 79 82 181 Q�OFESS/� APPROVED BY: DATE: _ 7a—RELOCATE CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 49 54 104 89 188 234 200 200 44 CONSTTn1C'T ��,� �� CITY ENGINEER RCE: 24953 CONSTRUCT So THICK P.C.C. DRIVE APPROACH PER CITY STD. 101, TYPE C CONSTRUCT ROCKSCAPE SF 34 40 30 55 94 .00 o DESM PLAN PREPARED BY: RECOWMFNDlED 9Q--CONSTRUCT 8• THICK P.C.C. DRIVE APPROACH PER CRY STD. 101, TYPE R-1 CONSTRUCT 8• DRIVE APPROACH INCLUDING REMOVAL OF EXISTING SF 537 549 570 pp POWER POLE n No. 24953 r" PK CITY OF RANCHO CUCAMONGA 10 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107-9 CONSTRUCT UNDERSIDEWALK DRAIN EA 1 M�rJ WEAKENED PLANE JOINT Exp. 12-31-05 4 10500 CIVIC CENTER DRIVE * * DRAWN RANCHO CUCAMONGA, CA 91730 11 CONSTRUCT CLEAN OUT PER CVWD STD DWG. 21 WITHOUT CONCRETE COLLAR CONSTRUCT CLEAN OUT EA 1 `�7 C1Vil �� PK 3 of cJ INSTALL 4• PVC SCHD. 40 LF 10 OF CA10F CHECKED R.C.E NO DRAWM NO. MP DATE FLE No 1980 8 8 l 8 5 5 ( II 5 I • 1 !f 1 / s in, 10 01 W. ,� b 5 a� • - --- -- . �--- --- \ EXiSTPCC 5 ~_ 4 SIDEWALK - ---- - --- --- - EXIST PCC c p n -- ---- ---- -- �-� a EXIST. PC EXL,T. CC ir1 --- --- --.--- -- - � MIP-DOMR1 SiDEWr'A.LK ? - - 4 �- 5 SIDEWALK Z'��SIDEiNALK /'� 1� h FxiS? 1 8 � + 8 5 a.a3�ic iwt 4 SIDEW e - 8 #6 BAR. 24• LONG BASELINE ROAD 0 12. O.C. #e W 240 LONG o 0 12' O.C. BASELINE ROAD BASELINE ROAD BASELINE ROAD BASELINE ROAD ALTA LOMA HIGH SCHOOL 10 ALTA LOMA HIGH SCHOOL 11 ALTA LOMA HIGH SCHOOL 12 ALTA LOMA HIGH SCHOOL 13 ALTA LOMA HIGH SCHOOL 14 N APPROXIMATELY 779' WEST OF VINEYARD AVE. 4 N APPROXIMATELY 693' WEST OF VINEYARD AVE. 4 N APPROXIMATELY 659' WEST OF VINEYARD AVE. 4 N APPROXIMATELY 476' WEST OF VINEYARD AVE. 4 N APPROXIMATELY 457' WEST OF VINEYARD AVE. 4 SCALE 1•-10' SCALE 1•-10' SCALE 1'-10• SCALE 1•-10' SCALE 1'-10' CONSTRUCTION NOTES 1—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102. CALTRANS STD. A88. CASE C. OR AS MODIFIED PER PLAN CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542. GSE 1 3_—CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. 103 &_CONSTRUCT PCC SPANDREL PER CITY STD. 108-A 5aMATCH EXISTING \. 6a---SAWCUT AND REMOVE EXISTING a—RELOCATE 8 CONSTRUCT 8' THICK P.C.C. DRIVE APPROACH PER CITY STD. 101, TYPE C BASELINE R D. a—CONSTRUCT a• THICK P.C.C. DRIVE APPROACH PER CRY STD. 101. TYPE R-1 �\ 9188 BASELINE FA 10 CONSTRUCT UNDERSIDEWAL K DRAIN PER CRY STD. 107-8 RELOCATE EXIST. 5 i 2 83 WOODS 11 CONSTRUCT CLEAN OUT PER CVWD STD DWG. 21 WITHOUT CONCRETE COLLAR 4� ,l >.. , 1 ani _ _ To GRADE 5 8 MW DWN ; PP oo F D RETIIMMG �} \1� -- -- -- -- — ` - -- —- n 8 5 K ✓ I !!i,' EXIST PCC _ 8 + �3.�X_YMI. 5 8 n o 433>< 1WfF i CURB a az 5 �1 _ i - - -- - SIDEWALK c ---- I -- =- c, ^ EX?STING 5 8 0 ---� -- ---- - -- - -- .. - LiJ J l 2 JOINT GNAT L_EX � 10.2' 2' BASELINE RD. BASELINE ROAD BASELINE ROAD ALTA LOMA HIGH SCHOOL 15 ALTA LOMA HIGH SCHOOL 16 N SEC OF BASELINE RD17 9274 BASELINE RD. 18 N CITY APPROXIMATELY 136' WEST OF VINEYARD AVE. 4 N APPROXIMATELY 118' WEST OF VINEYARD AVE. 4 . AND BERYL ST. 4 N APPROXIMATELY 150' WEST OF HELLMAN AVE. 4 DESCRIPTION OF REVISION GATE, SCALE 1'-10' 1 SCALE 1•-10' SCALE 1'-10' SCALE 1•=10' CITY OF RANCHO CUCAMONGA LEGEND: PLAN °"AMM ADA 2003/2004 AMMS RAMP AND REPLACE EXISTTNG A.C. WITH RAMP H NEW A.C. PAVEMENT WHICH SWILL BEA UNR 10 RAMP 11 RAMP 12 RAMP 13 RAMP 14 RAMP 15 RAMP 18 RAMP 17 RAMP 1a MIN. OF 3* THICK OR 1• THICKER THAN EXISTING WHICHEVER IS GREATER CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 1 1 1 1 DRIVE APPROACH IMPRONEMEWS CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 121 104 115 215 92 88 150 78 90 NEW P.C.C. PAVEMENT AT VAR 1 O U S LOCATIONS CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 149 173 pf CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 44ESSI APPROVED BY: DATE:o� a ��! CITY ENGINEER ��- -�1 RCE: 24953 ® CONSTRUCT ROCKSCAPE CONSTRUCT ROCKSCAPE SF 21 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE EA 1 b 3 r DESK:N PLAN PREPARED BY: R000MIlloffipEp PP POWER POLE n No. 24953 RELOCATE MAILBOX EA 1 W �J WEAKENED � � � �, K IlY OF RANCHO CUCAMONGA * Exp. 12-31-05 * 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 CIVIL `! PK 4 of 5 CHECKM R.C.E. NO DRAWING NO. MP DATE FLE No 1980 i I 12' 1RELOCATE PUSH 8frTON ORANGE ST. 4' 4' TO PARALLEL WITH 2 """"' LANDING ""D" CONSTRUCTION NOTES Ex!ss TNG MAX HEIGHT OF 44 I ZINT 1 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD 102, J CALTRANS STD. AN. CASE C. OR AS MODIRED PER PLAN s RON �t . ., J EN N ET ST. 22 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542. CASE 1 CONSTRUCT 8' RETAINING CURB. ADJUST I i 33 CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 lir t HEIGHT OF CURB AS NECESSARY TO BE i 5 3 WPJ THE DUSTING ROCKSCAPE SPANDREL PER CITY STD 106-A 8 .! 3 FLUSHED WITH 2' 4' 4' 2 (K— PCC 8 G>- V) • +a� 5 e TRANsmoN - --- -- - - --- — 5 -. I 55 MATCH EXISTING / TRANSITION CURB TO 0' _ -- CURB To 0' w � SAWCUT AND REMOVE EXISTING b i7o- RELOCATERELOCATEBUTTON _ 4 x PARALLEL WITH WPJ 5' 8 WP a v CONSTRUCT a' THICK P.C.C. DRIVE APPROACH PER CRY STD. 101, TYPE C \RAMP LANDING TRAFFIC �' ' 5 , ° ) '" � ` I 9�—CONSTRUCT S' THICK P.C.C. DRIVE APPROACH PER CITY STD. 101, TYPE R-1 AND A MAX SIGNAL P.B. \_J POST -- -- -- �/ HEIGHT OF 44' TD \ 10 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY S . 107-8 \\X7— __ — Q + �} . � wx \ i REMOVE E)aSTINQ RAW 1 CONSTRUCT CLEAN OUT PER CVWD STD DWG. 21 WITHOUT CONCRETE COLLAR / AND SIDEWALK W TI-I (I WPJ PROPOSED ELEVATION _ DECOMPOSED Q%tNrm m SHALL BE THE SAME 5' 5' MATCH D(ISTING I ' AS EXIST. ELEVATION I PROPOSED ELEVAIM REMOVE EXISTING 12' HIGH SFW). 1. THE SAME I SPLASH CURB AID R.L.R.L. VOID I ! ,< .I PROPOSED ELEVATION �AS EXIST. ELEVATION WITH ROCKSCAPE PER CITY STD. LOWERSHALL BE 542, CASE A WPJ < `. THAN D(IST.�ELEVATION .2x1i WAIF �, I I . I I REMOVE EXISTING 1 Y HIGH SPLASH CURB AND RESTORE ANY DAMAGED ROCKSCAPE 8 5 I (I i III s (I (I I EXISTING PCC �� II I SIDEWALK If II I II ( I I) I 19 20 BASELINE RD. (NORTH SIDE) 21 22 N SWC AMETHYST AVE. AND ORANGE AVE. 5 N SWC FOOTHILL BLVD. AND HELLMAN AVE. 5 N APPROXIMATELY 75' EAST OF MILLIKEN AVE. 5 N SWC OF SAPPHIRE ST. AND JENNET ST. 5 SCALE 1'-10' SCALE 1'-10' SCALE 1'-10' SCALE 1'-10• DESCRIPTION OF REVISION DATE APPROVED. CITY OF RANCHO CUCAMONGA LEGEND: PLAN Q1AN1Irf AM 2003/2004 IyCCESS RAMP AND REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BEA DESCRIPTION CRIPTION UNIT RA19 RAMP 20 RAMP 21 RAMP 22 O � APPROACH ��M�MMI. OF 3" THICK OR 1 THICKER THAN EXISTING WHICHEVER IS GREATER CONSTRUCT AC PAVEMENT 04CLUDM SAWCUTIING AND REMOVAL OF EXISTING TON 1 1" CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 215 134 NEW P.C. PAVEMENT AT VARIOUS LOCATIONS CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SIF pf ESS/ • CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 256 29 22 �T' � APPROVED 8Y: DATE: ROCKSCAPE ��O �� a l CITY ENGINEER C(,f,L RCE: 24953 ® CONSTRUCT ROCKSCAPE SF 217 /�3w `' OE51GN PLAN PREPARED BY: REDOMMENDED CONSTRUCT 6 PCC RETAINING CURB LF 16 No. 24953 I PK CITY OF RANCHO CUCAMONGA PP POWER POLE REMOVE SPLASH CURB 15 Exp. 12-31-05 10500 CIVIC CENTER DRIVE WPJ WEAKENED PLANE JOINT * omww RANCHO CUCAMONGA, CA 91730 SkET CIVI%. �! PK 5 of 5 Or C` aHSacm R.C.E. NO DRAWING NO. MP DATE FLE NO 1980 i