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HomeMy WebLinkAbout1675 CI-ITY 01F R ANCI ffO C lqUC A .M.,_ ,. 0 GA 1998 /199_ - 9 ADA ACCE S R M- PS AND DRIVEW YS CONSTRUCTION ALONG ARCHIBALD AVENUE FROM 6TH STREET TO BASE LINE ROAD AND VARIOUS LOCATIONS GENERAL NOTES 1, All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and 1995 supplement. CONSTRUCTION NOTES: 2. Public and private utilities and substructures shown hereon are from available records, The contractor shall be responsible for protecting all utilities and substructures as Q--CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN shown within the construction limits of this project and shall be responsible for any RANCHO CUCAMONGAP.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1 __C0NSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN damage as a result of the construction operations. P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 C3)-00NSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 3. The contractor shall notify Underground Service Alert 1-800-422-4133 and the following I I (D-CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A utilities two working days prior to construction or regarding any problems. �U HILLSIDE D I ( I 5a-00NSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 ILSO AVEStu •� 24TH ST O--CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 Southern California Edison Co. (909) 357-6240 W a-RELOCATE Southern California Gas Cr O. (909) 335-7572 � BANYAN ST Q �; � SUMMIT AV �-REMavE a General Telephone Co. (800) 469-6343 w (:D-RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, I rl - � I'ZI ¢ HIGH •D AVa BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. Cucamon a Count Water D st ct (909) 987 2591g Y 30 19TH T ❑ 30 0 > Q V) SHEET INDEX 15-PROTECT PROTECT IN PLACE J !] J z m z 11 T ADJUS TO GRADE 4. For inspection of this project, the Contractor shall Contact the Public Works Section �. < Y vlcTORI PARK N 12 SAWCUT 7 at 477-2740 Ext. 2341 two working days prior to the required date. ASE LIN RD J a 1. TITLE SHEET 13 MATCH EXISTING UR RR Q 2. LOCATION MAP 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction I I�� N 15 REMOVE INTERFERING PORTION or encroachment within any City of Rancho easement Or right-of-way. 3. 9. PLAN 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING FOQTHILL BLVD 66 17 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 6. Contractor shall have a "Class A" Contractor License or "C8" Concrete Contractors 10500 C NTE DR. a > > I RROW CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 Specialty License, i 1819 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 ' Q c o > a BNSF RR 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) 7, Contractor shall verify all conditions and dimensions shown on the plans at the site prior UJ to commencement of any work. All discrepancies shall be reported for direction immediatelyz 6TH ST to the city. 5 Ll L�� i . o EXISTING SURVEY MONUMENTATION . VICINITY YAP All existing survey monuments that will. be disturbed by this project shall be referenced and scALF LEGEND: reset b the Construction Surveyor n accordance with Section 8771 of the California Y Y Surveyors Act. Found monuments are shown on the plans and described as follows: NEW P.C.C. PAVEMENT RT� FLAT SIDE UP CURB Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald COBBLESTONE SIDEWALK E A Fil Ave. and Deerbrook St. See sheet 3. zT% REPLACEOF 3" THICK OR 1EXISTING A.C. W THICKER THAN ITH NEW A.C. PAVEMENT WHICHEVER WHICH BGREATER a Nail and washer located on top of the curb at the north side of driveway 11 . See sheet 4. �� GRADE EXISTING DIRT TO MATCH NEW CONCRETE Nail and washer located on to of the curb at the south side of drivewa 11 . A " 1/2" R 1/2- R 3• MINIMUM P Y 1 Z R CONCRETE BED UNDERNEATH COBBLESTONE N dt W NAIL do WASHER 3❑ ' 1 See sheet 4. 12 6 FH FIRE HYDRANT Nail and washer (HILT] R36 located on to of the at the south side of driveway 11 - - -- 1 , 16 WV WATER VALVE p e cuY . a N 12 Ek �M WM WATER METER See sheet 4. . • •4 a • 4p 1. ROCK SIZE do SHAPE, UNLESS OTHERWISE SPECIFIED, SHALL BE: COBBLESTONES: kW. 12' - MIN. 6', W/1 FLAT SIDE MB MAILBOX > PP POWER POLE - ` 5 Nail and washer (HILT] R36)located on top of the curb at the south side of driveway 11 . a 2. COBBLES SHALL HAVE 2/3 EMBEDMENT - • a • • . EXISTING SIDEWALK . , 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' See sheet 4. ❑ a 10 7 .. MORTAR, 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI - -- - a -- -- -- PORTLAND CEMENT CONCRETE. (NO "DRY-PACK' IS ALLOWED) //��//�� • • • a 4. A SAMPLE AREA, MIN. 20 SQ. FT., SHALL BE APPROVED BY 6 Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald - THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ❑ 2ROCK WORK. Ave. and Estacio St. See sheet 6. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE A CITY INSPECTOR. Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE 7 Ave. ISFIGURATIONS AND EXCESSIVE IRON CONTENT. ve. and Estacia St. See sheet 6. DETAIL A ° CURB ENDING SECTION A-A Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald NTSO DETAIL B Ave. and San Bernardino Rd. See sheet 7. � COBBLESTONE ROCKSCAPE NTS ❑ Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald Ave. and Candlewood St. See sheet 8. 10 Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald Ave. and Palo Alto St. See sheet 8. 2.� 1/2" R ary DESCRIPTION OF REVISION DATE APPROYM. 11 Nail and washer (CCWD) located on top of the curb at the south side of driveway 64. 1 See sheet 9. 9 9 CITY OF RANCHO CUCAMONGA 18 N EXIST. GROUND R/W R2 R=2' SLUE OF 5.1 MAX TITLE SHEET t N I BEHIND NEW SIDEWALK d. 16 1"8/19" AM ACCM RAM 40 Di\"AYS W*71RVM UU < a ` • • .�. . Underground PID MB 9 I 131 Service Alert ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE LINE RD. AND VARI10us OCATIONS 19 L Call: TOLL FREE /QaoFEss, APPROVED BY: DATE: 1 -800-422-4133 " ° 2 �, CITY ENGINEER ,� ll� RCE: 953 SPECIAL PROVISIONS: OMIT IF CURB IS REMOVED p �� TO A CLEAN STRAIGHT EDGE �A, �\ I. 8 I " AT ITS JOIN WITH THE fy Fi Z H �_a =�:=aac_C G• A "high early strength concrete shall be used in the replacement EXISTING A.C. y �� r RECOMMENDED TWO WORKING DAYS BEFORE YOU DIG of the existing drive approach. High early strength concrete shall 13 be Class 660-C-3750 with not more than 3 pts. calcium chloride v I No. 24953 rn PK CITY OF RANCHO CUCAMONGA SPLASH CURB per cubic yard or an approved alternate. T1rP. DETAIL BEHIND SIDEWALK *� En. 12-31-01 * DRAWN RaN�CHo CUCAMONGA,0, CIVIC CEN-EP DRIVE per SHEET DETAIL C 'ITS �� PK 1 of 9 NTS CIVI of \1 CHECKEaDRAWING NO. R.C.E NO JD 1KTE FN.E No 98_20 1675 NO. ADDRESS DESCRIPTION DRIVEWAY 1 SOUTHERN CAUFORNIA EDISON FACILITY RAMP 2 SOUTHWEST CORNER OF ARCHIBALD AVE. AND 6TH ST. DRIVEWAY 3 9223 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER DRIVEWAY 4 9213 — 9221 ARCHIBALD AVE. RANCHO INDUSTRIAL PARK (SOUTHERLY DRIVEWAY) 8 1 1 15 22 26 27 DRIVEWAY 5 9201 — 92998 ARCHIBALD AVE RANCHO INDUSTRIAL PARK (MIDDLE DRIVEWAY) 3 4 4 5 5 5 RAMP 6 SOUTHWEST CORNER OF ARCHIBALD AVE. AND DEERBROOK ST. 25 DRIVEWAY 7 9201 - 9211 ARCHIBALD AVE. RANCHO INDUSTRIAL PARK (NORTHERLY DRIVEWAY) 2 6 5 DRIVEWAY 8 9016 — 9050 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY) 3 3 N DRIVEWAY 9 9029 ARCHIBALD AVE. CUCAMONGA COUNTY WATER DISTRICT (SOUTHERLY DRIVEWAY) I r DRIVEWAY 10 9029 ARCHIBALD AVE. CUCAMONGA COUNTY WATER DISTRICT (NORTHERLY DRIVEWAY) N 22W* 3W* 16a't 97'1 134'1 194'* 327'* w DRIVEWAY 11 9004 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY) 1-� m: DRIVEWAY 12 8981 ARCHIBALD AVE. RESIDENTIAL i� ARCHIBALD AVE. 3 DRIVEWAY 13 8971 ARCHIBALD AVE RESIDENTIAL _- p - -- - _ _ -_ -_ - - - > -i DRIVEWAY 14 8959 ARCHIBALD AVE. RESIDENTIAL 257'* 2151 60'* 165'* 214'* 120'± 94'± 61'± 72'± 1a'* 88'1 co 93'* 95'± 65'± 90'± =J 633'* 238'± W W m DRIVEWAY 15 8937 ARCHIBALD AVE. RESIDENTIAL 18 1940 24 w DRIVEWAY 16 8943 ARCHIBALD AVE. RESIDENTIAL W�J DRIVEWAY 17 8889 ARCHIBALD AVE. OWENS ELECTRICAL SUPPLY STORE 4 1 4 4 21 5 l� RAMP 18 SOUTHEAST CORNER OF ARCHIBALD AVE. AND MAIN ST. 3 4 5 RAMP 19 NORTHEAST CORNER OF ARCHIBALD AVE. AND MAIN ST. 1 3rj 7 9 10 12 14 16 17 20 23 28 29 DRIVEWAY 20 8847 ARCHIBALD AVE. RESIDENTIAL 3 3 3 3 3 4 4 4 4 4 5 5 5 6 DRIVEWAY 21 8817 ARCHIBALD AVE. RESIDENTIAL DRIVEWAY 22 8804 — 8810 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY) DRIVEWAY 23 8801 ARCHIBALD AVE. RESIDENTIAL RAMP 24 SOUTHEAST CORNER OF ARCHIBALD AVE. AND FERON BLVD. DRIVEWAY 25 8804 — 8810 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY) DRIVEWAY 26 8776 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY) DRIVEWAY 27 8768 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY) 02 DRIVEWAY 28 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL (ACROSS FROM 9TH ST.) 0 70 X 75 41E DRIVEWAY 29 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL (NORTH OF DRIVEWAY 28) Z DRIVEWAY 30 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL NORTHERLY D OF PARKING LO DRIVEWAY 31 8593 ARCHIBALD AVE. SAN ANTONIO MEDICAL CENTER SOUTHERLY DRIVEWAY 32 v 37 38 1 44 RAMP 32 SOUTHWEST CORNER OF ARCHIBALD AVE. AND BUSINESS CNT. DR. 7 7 7 N DRIVEWAY 33 SAN BERNARDINO F.C.D. (WEST OF DEER CREEK CHANNEL) W DRIVEWAY 34 SAN BERNARDINO F.C.D. (EAST OF DEER CREEK CHANNEL) W 52'* 109'± W = IRAMP 35 SOUTHEAST CORNER OF ARCHIBALD AVE. AND PLACER ST. m ZO RAMP 36 NORTHEAST CORNER OF ARCHIBALD AVE. AND HAMPSHIRE ST. - - _ ARCHIBALD AVE. - - - - - - - - - - p RAMP 37 SOUTHWEST CORNER OF ARCHIBALD AVE. AND ESTACIA ST. 0rn 11± 544'± 403'± 224'± 69'± f^ m m 106' RAMP 38 NORTHWEST CORNER OF ARCHIBALD AVE. AND ESTACIA ST. m Q RAMP 39 8001 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER N35 w DRIVEWAY 40 8008 ARCHIBALD AVE. ALTA DENA DAIRY a 36 40 43 RAMP 41 SOUTHWEST CORNER OF ARCHIBALD AVE. AND SAN BERNARDINO RD. 6 6 7 DRIVEWAY 42 SCHOOL MAINTENANCE YARD (SOUTHERLY DRIVEWAY) 3O 31 _ MC?SA 39 42 DRIVEWAY 43 SCHOOL MAINTENANCE YARD (NORTHERLY DRIVEWAY) RAMP 44 NORTHWEST CORNER OF ARCHIBALD AVE. AND SAN BERNARDINO RD. 6 6 7 7 DRIVEWAY 45 7984 ARCHIBALD AVE. GAS STATION DRIVEWAY 46 7781 ARCHIBALD AVE. MISSION VILLAGE APARTMENT 0 RAMP 47 SOUTHEAST CORNER OF ARCHIBALD AVE, AND CHURCH ST. RAMP 48 SOUTHWEST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST. RAMP 49 NORTHWEST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST. RAMP 50 NORTHEAST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST. RAMP 51 SOUTHEAST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST. 33 RAMP 52 SOUTHWEST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST. 6 RAMP 53 NORTHWEST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST. DEER GREE $ SCALE: 1 w s 200• DRIVEWAY 54 7461 ARCHIBALD AVE. RESIDENTIAL DRIVEWAY 55 7461 ARCHIBALD AVE. RESIDENTIAL K '� NES DRIVEWAY 56 7447 ARCHIBALD AVE. RESIDENTIAL DRIVEWAY 57 7450 ARCHIBALD AVE. FIRST BAPTIST CHURCH g DRIVEWAY 58 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (ALBERTSON SUPERMARKET) —( 34 DRIVEWAY 59 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (FOOTHILL INDEPENDENT BANK) 6 DRIVEWAY 60 9709 BASELINE RD. COMMERCIAL SHOPPING CENTER (FOOTHILL INDEPENDENT BANK) DRIVEWAY 61 9817 BASELINE RD. RAINBOW CHILDREN CARE CENTER DRIVEWAY 62 9817 BASELINE RD. RESIDENTIAL DRIVEWAY 63 9695 BASELINE RD. COMMERCIAL SHOPPING CENTER (TACO BELL) DRIVEWAY 64 7110 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (HOYT'S HARDWARE) 57 63 6 4 DRIVEWAY 65 S.B. FLOOD CONTROL DISTRICT (FLOOD CONTROL CHANNEL) 9 6 5 9 9 �E NOTE: DRIVEWAYS 28 AND 29 FOR CUCAMONGA ELEMENTARY SCHOOL SHALL NOT BE STARTED ANY SOONER * THAN JUNE 21, 1999, WHEN SCHOOL IS OUT FOR THE SUMMER. 48 49 52 53 N40 N t- 8 8 g g W t,, O 341'* & 270'* 90'* V) - ARCHIBALD AVE. - Z - - - - - -- - - - m 593'± U a 82'* 6T± 222'* 140':k" W LLJ N 47 50 51 — — — — — — — — — — — — 8 8 8 55 59 8 9 4 54 56 58 6 60 7 8 9 9 g DESCRIPTION OF REVISION DATE CITY APPROVED: LEGEND: DRIVEWAY NUMBER CITY OF RANCHO CUCAMONGA SHEET NUMBER 61 LOCATION MAP RAMP NUMBER 62 9 �9981 0w ADA ACCESS RAMPS AND DRIVEWAYS CONSTRUCTION SHEET NUMBER 9 ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE LINE RD. AND VARIOUS LOCA QvtoFESs,� APPROVED BY: DATE: a CTTY ENGINEER RCE: Z4953 Zp DESIM -4N D R=D A R t Er: REDOMMENDm No. 24953 m PK CITY OF RANCHO CUCAMONGA 6WI� Exp. 12-31-01 10500 CIVIC CENTER DRIVE * DRAWN RANCHO CUCAVONGA, CA 91730 Sf'M %� CIV1v `�/ PK 2 OF 9 OF CJX01 CHECKED R.C.E. NO DRAWING NO. JD DATE FILE No K=29 1675 X.. ✓ N -- ST. J1:%l 1C.-r /;.. L.x'.7- Jliir.,7 1 . r• R-9. R-3' R=10' R= rx, ;- CURB c A •' .. I R= r. ... . r 6 !I .y d _ .y •_ 6 _ : f' i • 7'-6 1 DRIVE APPROACH . a 3 " THICK PCC '. 14 . SHALL BE 8 C W 14 . Q J iI m1 4, I Q • ... A ; • Q ` - i i,�. _� 3 • ♦ r • •. DELETE 3 J - 1 i� •. r • 1 1 m N U — Q 7' 6" ... ''. m ' Q • -t 0' ' 4' . 2' i — _ • , i ' + r, r < *L 04:7 - RSQ•• 61- <. a • e r R=10, 4,. a M '4 I�r2` ? R=9. R=3' 7 6'-6" 4 '�, Exp '0!N'T Y iS'Y+ 7G.C \ cc /� �'"ry-t..x�J Y. tiV{N'.I. � 2 3 9213 - 9221 ARCHIBALD AVE. 4 9201 -92998 ARCHIBALD AVE. 5 N SOUTHERN CALIFORNIA EDISON FACILITY 3 N SWC OF ARCHIBALD AVE. AND 6TH ST. 3 N 9223 ARCHIBALD AVE. 3 N SOUTHERLY D/W OF RANCHO INDUSTRIAL PARK 3 N MIDDLE D/W OF RANCHO INDUSTRIAL PARK 3 SCALE 1"=10' SCALE 1--10-1 SCALE 1"=10' SCALE 1`=10' SCALE 1"=10' CONSTRUCTION NOTES: '�-;� � 171 � P.C.C. D NE6m THICK APPR0ACHRAS PER CITY 5�TD.E10 INDICATEDONTHE PIJW - E)-T 6#-6- eT ' + �' j {~`� —" � �Lx;s,. spl- a�, 8.. URE t--I 2a--CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN _x. JQL" - - I r i !�- EX'S7 s" CURB P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 Ex. S;'w 1 , 1 CURB. PUPCCCE WITH SOD (/ } R/w 3t�—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C AND SPRINKLER SYSTEM. D E E R B R 0 0 K ST. • • •. �" �` `��`E _ . ` ` r IT- x ` o--CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A 6 5a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 R=9.5. a I 6 _ • G.-� .� L' Yea'. 14w Ol N +-t-- o r ♦ ,.. ap. l 6a--CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 LLJ 6'-4" 15'-8" S'-11" 1' °p r ' ,` I • : I I�\ -1 I 7o--RELOCATE 13 4 '' I I I 2-- 6o • 8o--REMOVE �r 16 '"• •% 9�REST EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, , I I 1 � 15 I ORE TO MATCH g ,a • JQ _-_ __ _.. . '•�. ' •'. •. .: .. • ' ' ••14'.'' :• 1 ! ( ( 4• I BUSHES, AND IRRIGATION SYSTEM. S00 AS NECESSARY TO RESTORE EXISTING LAWNS. I 5 W • 14' I I I 10 PROTECT IN PLACE �. ; , r. ;' x• ' « . = Q `• '• . .. •. W I I ! 14' i 11 ADJUST TO GRADE r .r _ • C) •. \ • . • = Q I I 15' I 12 SAWCUT . . LJ o I . 13 MATCH EXISTING ' - m ` r 4� Q• ~ + _J Q I S' I 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING • • ,• . '.•j . . N . ` ; , � •_�. m 0 I I I 15 REMOVE INTERFERING PORTION __._ ,;`•�,n U 3 �. " *' — J I I I i 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING 1 • • �• � •. . .r' - .YaT. �" ..,�'<� -' . •. � = Q III '` PlCc i • Q '. / .. ;: ' m I I I I ! 1&----CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C • r' •+ 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 �. -y Q U ! I I I I • • ! I I I I 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 =k,> "' �,.,_- ` co •� Q ! I I I I 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) v I II I 5 ' 13 CiRr. R=5 I I I. x,. r v bd' — r R=2 R=9.5' 1 6 le n I l y� 1 X 5 -moi I R ILI \ f kST. 15' I 6 9201 - 9211 ARCHIBALD AVE. 7 9016 - 9050 ARCHIBALD AVE. 8 9029 ARCHIBALD AVE. 9 DESCRIPTION OF REVISION DATE crtY N SWC OF ARCHIBALD AVE. AND DEERBROOK ST. 3 N NORTHERLY D/W OF RANCHO INDUSTRIAL PARK 3 N SOUTHERLY D/W OF COMM. SHOPPING CENTER 3 N SOUTHERLY DRIVEWAY OF C.C.W.D. FACILITY 3 APPRaVM. SCALE 1'-10' scALE 1`=10' Is 1`=10' SCALE 1"=10' cn�r of RANCHO CUCAMONGA LEGEND: PLAN 1998/1999 ADA ACCESS RAMPS AND DRIVEWAYS CONSTRUCTION NEW P.C.C. PAVEMENT REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 3" THICK OR 1* THICKER THAN EXISTING WHICHEVER IS GREATER ALOE• D AVE. FROM aTH S• TO BAW UW RD. AND VARIOUS / �pFESS/ APPROVED BY: DATE: 3 GRADE EXISTING DIRT TO MATCH NEW CONCRETE p P CITY ENGINEER RCE: 24053 F7� 0E510N PLAN PREPARED BY: RE X*AfENDED N do W NAIL do WASHER FH FIRE HYDRANT W No. 24953 PK CITY OF RANCHO CUCAMONGA WV WATER VALVE �# Exp. 12-31-01 *� DRAWN RANCHO CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 B MAILBOX WM WATER ETER �\� 'V%v�F \� PK 3 OF 9 PPOWEROLE CHECKED R.C.E. NO DRAWING N0. -- JD fl QATE SLE NO 0=29 1675 14' R/W , * EXIS:, '0 N' 6 6 2 T (F6) ;7x- t,,,7 X:S i Os Rmlo' aM ARCHIBALD AVE. R/W REMOVE AC4 1 r X: LLJ 6 it > > < 0 > 7 LAj R-2'. < DRIVE APPROACH LJ c) > SHALL BE 8" THICK PCC _j > _j < < < 4_0 _j • < ♦ LTJ 04— m < _j m a 1 0 0 ! 4' ,_4 < 2 < -ol _j 2' m 0 m U A J 4' < < 11971 ARCHI&qD AVE. < 6 1 < 13 A b N 10' • 6 6 N & 'N' 2 14# j6 A q- REMOVE PCC AND SPLASH 4' R-mW o CURB. REPLACE WITH SOD FX '7 j�l AND SPRINKLER SYSTEM. II PC 4 L li- < x 0 ) 5 Ll NOTE: THE EXISTING A.C. DRIVE APPROACH IS TO BE REMOVED AND REPLACED WITH P.C.C. AQ�L 9029 ARCHIBALD AVE. 9004 ARCHIBALD AVE. 8981 ARCHIBALD AVE. 8971 AND 8959 ARCHIBALD AVE. 13 14 8937 ARCHIBALD AVE4 4 . 15 SCALE 1*-10 NORTHERLY DRIVEWAY OF C.C.W.D. FACILITY SCALE 1"=10. NORTHERLY D/W OF COMM. SHOPPING CENTER ISCALE 1*-10' SCALE i'-10' SCALE 1"-10' CONSTRUCTION NOTES: 10--CONSTRUCT 6w THICK OR AS OTHERWISE INDICATED ON THE PLAN P.C.C. DRIVE APPROACH PER CITY SM. 101 TYPE R-1 &—CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 MAIN ST. (D—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY SM. 101 TYPE C j CONSTRUCT P.C.C. SPANDREL PER CITY SM. 106-A 15'-6* R/W CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY SM. 102 6 20' F-23) CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 RELOCATE -c REMOVE 2'� CURB -, RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS. VAUL7 r 7 0. Z;" BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. 10 PROTECT IN PLACE vp LJ 14' RETAINING Llj h- � CURB ADJUST TO GRADE > > LJ _SAWCUIT < ETAJ 4ING CURB 14' 76 0" CF —MATCH EXISTING _j 4::, N;ITION FROM —CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING < 15' < Ilk I . . & cn !6 REMOVE INTERFERING PORTION m < RETAINING FUR9 m QD HIGH 16 N C4 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING PCC • NING CURB SITION FROM 14' TO 0' CF tO 4' u (5—CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C < CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 olf < —CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 lk.2 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) 14, C14 6' 20'-6- EX,S 4- 14' R/W MAIN ST. $//w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 8889 ARCHIBALD AVE. CITY 8943 ARCHIBALD AVE. OWENS ELECTRICAL SUPPLY SEC OF ARCHIBALD AVE. AND MAIN ST. NEC OF ARCHIBALD AVE. AND MAIN ST. 4 DESCRIPTION OF REVISION DATE APPROVED; SCALE 1*-10' SCALE 1*-10' ka 1*-10' SCALE 1*-10' CITY OF RANCHO CUCAMONGA LEGEND: PLAN 1998/1999 ADA ACCESS RAMPS MD DRIVEWAYS WMW" NEW P.C.C. PAVEMENT REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER XDW ARCHIBALD AVE FIRM M ST. TO WE UK RD. AND VARIOUS LOCATIONS V, OFESS/ APPROVED BY: DATE: :4 , GRADE EXISTING DIRT TO MATCH NEW CONCRETE CITY ENGINEER RICE: 24053 to") DEM PLAN PREPAREDRECOMMENDED N & W NAIL & WASHER No. 2 z Idlell I" PK CITY OF RANCHO CUCAMONGA FH FIRE HYDRANT wV WATER VALVE ol� Exp. 12-31-01 DRAWN 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 WM WATER METER clPK 4 OF 9 MB MAILBOX PP POWER POLE OF CA.\� CHECKED DRAWING NO. JD RxZ No 1675 DATE ME NO U-20 I a_2 t e ;60- R-V � MIN. OF 3" THICK OR 1* THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE. FROM OTH ST TO BASE LW RD. ANDVARI" LOCATIONS - R/w SPA i I -x,ST II 6 6 BUSINESS CENTER DR. I i� _ ar' � _f . - ! -in � - 20 6 i R-10' ' 7'-3" ST , I R=7 LLJ i, 3 Q Q �'; T • p CONSTRUCT RAMP �� > 6 — — 6— R/w Li Q & 3 • . . RETAINING 13 :14'1 D NEW ET NG s. is = a R 2' _ Q J ! J r 4URB 0 R=2 Q \ • 0 • k" — ti V: Q Z 4' , 4' F .• -toJ - - -- - - - + - _ • J URB FACE Q U . 0 C - - _. - - - - - - - _-J*01 7 I 11 4 R=2' j •' ' ARROW ROUTE -4 �. 1 Os' i! I __.--- Ex!S-. 6., C��!vu tx,, 5,��� `��' ^'_ 14' �x.5 . 6 X. 6' SPA' �\ -E!ST. JOINT 8677 ARCHIBALD AVE. 29 8677 ARCHIBALD AVE. 30 8593 ARCHIBALD AVE. 31 32 33 N , D/W AT CUCAMONGA SCHOOL NORTH OF D/W 28 6 N ORTHERLY D/W OF COCA. SCHOOL PARKING LO 6 N SOUTHERLY D/W OF SAN ANTONIO MEDICAL CEN. 6 N WC OF ARCHIBALD AVE. AND BUSINESS CNT. DR 6 N SBFCD D/W AT WEST OF DEER CREEK CHANNEL 6 SCALE 1"=10 sCALE 1• :10' SCALE 1'=10' SCALE 1'=10' SCALE 1"=10' CONSTRUCTION NOTES: j 6' 15'-6" 6' ta--CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1 PLACER ST. (D—CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN 1 R/w ESTAC IA ST P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 9 14' 3 CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 12'-11• t,Ex!5T. (D—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 20'-2' 6' (D—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 ExsT!N,a 6" CURB tic REn - 4 y' I (D—RELOCATE Of , .•. (D—REMOVE Lyj r \ - _._ _ - -\ ..1 . 9O--RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, Qg, ;' •� BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. 5 i 1 eo N 6 , • '. 10 PROTECT IN PLACE �.•. .. • .. �:; D � ` - -� - •.. '�• 11 ADJUST TO GRADE /� V• N •� • , 12 SAWCUT R=2' R=2. 4A.- m . i MA (STING • Q iv . �� ' • . . 13 TCH EX / = n + ,o. • 0 9 / \ • ' 'L'f 5 R`25 N 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING - •• 1 -- -_- Q . 5 , R=20' �� `• �. • 15 REMOVE INTERFERING PORTION + Q 1 16 CONSTRUCT NEW CURB PER CIN STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING m_ Jr, r x _ 1 is S r`*. it •' .' ; CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 1 (� - 1 �• 0 `: Q 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 Q _ __ f - - a• •.� :' '• 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 21' ti w ) 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) J 7 4S ; 6' 28' m ARROW ROUTE 13'-9" 9 14' HAMPSHIRE ST. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I! it I is 6'-6" 1 . 4'. 12' r� N SBFCD D/W AT EAST OF DEER CREEK CHANNEL 34 N SEC OF ARCHIBALD AVE. AND PLACER ST. 35 N NEC OF ARCHIBALD AVE. AND HAMPSHIRE ST. 36 N SEC OF ARCHIBALD AVE. AND ESTACIA ST. 36 DESCRIPTION OF REVISION DATE crtY 6 6 A�PRowEn SCALE 1"=i 0' SCALE 1"=10' SCALE 1`=10' SCALE 1"-10* CITY OF RANCHO CUCAMONGA LEGEND: PLAN 1998/1999 ADA A� RAMPS AND DRIVEWAYS CONSTRUCTION NEW P.C.C. PAVEMENT REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE UNE RD. AND VARIOUS LOCATIONS RpfEss�O,�,� APPROVED BY: I DATE: / c F;7A GRADE EXISTING DIRT TO MATCH NEW CONCRETE p�\ a �' CITY ENGINEER �( uu �, � ll RCE: 4953 ZA DE5K1�1 pJ+N PREPARED BY: V N do W NAIL do WASHER FH FIRE HYDRANT W T n No. 24s53 � PK CITY OF RANCHO CUCAMONGA 14 WV WATER VALVE * Exp. 12-31-01 * 10500 CIVIC CEN ER DRIVE WM WATER METER DRAWN RANCHO CUCAMONGA, CA 91730 PMB P POWERPOLE `�:�.�� �1���� PK 6 OF 9 \ _ '� CHECKED R.C.E. NO DRAWING NO. JD o,,,� � No ga-20 1675 1 f� 14' ;I SAN BERNARDINO RD. 15'-3" O X S . F i 19'-8' 6' �j F g it EX;ST. FENCE �;,• �i -- 1 t c �a 17, R=4' I �, ;' .:. , • f .,.: a• •, •; : rte .-, r-+' •. .. '•"• a . • 3 `` Y4 �-r. •. • . •. • •.. i S •. • NEW RETAINING CURB • W - -t-N - - •.. •r j �•�. R=20' W `C M Q • 1 N. •1 s • •i . r i • } • b Imo\ V • r - A o. . • Q 6 J RELOCATE SPRINKLER SYSTEM -- N ro I • I Ll._I ?sus. 4' ex's . + N Q AND ELECTRICITY THAT `•. '. •. •.+'� aR; J r. �! CONSTRUCT 8" THICK PCC x h.,. ..0 N' / e,•. . ti m 3' _ ' . . • ••. m INTERFERES WITH IMPROVEMENTS • '! !: Q Q N I; > 1 5 m it .. Q Q .'. _ ',• r — — R 25' vi I `^� -..`\ I � .. :' �... .: ` T Q .` ` .T r.� ^.til.`:{^._' _ ; f �' 8 • .. •• • .•. U v/ f 6—6 ,,•,� u1 I . ' •' N JA '.A Q BUSHES 0 1 1'-6' 20'-4' 6' 'N (CCWD; I 6 a 9 8 R 9•' El, `- ' 1 '� R=4. X -G' k; Q I ' `SIDEWALK EASEMENT,,,,,, • • I } 1 ESTACIA ST. , i 14 i N NWC OF ARCHIBALD AVE. AND ESTACIA ST. 38 N 8001 ARCHIBALD AVE. 39 N 8008 ARCHIBALD AVE. 40 N SWC OF ARCHIBALD AVE. AND SAN BERNARDINO 41 N SOUTHERLY D W OF SCHOOL MAINT. YARD 42 SCALE 1'=10' ALTA DENA DAIRY 7 7 / SCALE 1"=10 SCALE 1"=10' SCALE 1'=10' SCALE 1"=10' 14' 6'-6' CONSTRUCTION NOTES: s' 9' R la—CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN - -- - -- P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1 P.C.C.ONSTRUCT RNE6APPRICK 0ACHRAS PER CRYESTD.E101DICATED TYPE R02 THE PLAN R/V1 3o--CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 6` vU l -- Si`, h 4a—CONSTRUCT P.C.C.PCCSPANDREL PER CITY STD 106 A 6' CURB FACE S�CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 EXIST. i • •' R=20'.. c 6�—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 M C-4 -s. S -I R-2' • o N N _ ,Ch w''. 7a--RELOCATE f • •' R9, °D .;' 0 8a--REMOVE 4 S•. 3' CURB FACE Lit • . I 1 . • ' (D—RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, > 7' 4' 2' S C ' 1 1 ��� 0' CURB FACE Q ``"I I~ •. *. BUSHES AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. NEW 81 CURB .: 3' •�'�" 1x7.6 ;, s r 10 PROTECT IN PLACE i CURS TRAt�,SRI N W W j 0" CURB FACE 11 ADJUST TO GRADE J • M 14 TO 6 HI H > •. .. ; > Q i7 'I �. ' M ''� NEW 14' HIGH CUR ': Q 1 •' Q 1 12 SAWCUT 13 13 MATCH EXISTING � W 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING •' 6 N Q I 15 REMOVE INTERFERING PORTION Q CONTRUCT 8' THICK PCC $ '� N m . ' m " 1�C0NSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH I j I EW 6" CURB � '' �• ' •! �'-�' 1 0" CURB FACE • _ Q = 1% I �— EXISTING i 1 9�' . • .'' s 4 U • '' : U 1�7 --CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C i A. • ' -�_-' _ 5; •. Q m Q 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 4 p iv •� : d _ ! 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 t •' •1 •' •:. . 5" CURB FACE 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) + 6 - • .' 2' CURB FACE 4. 21'-2" 6' '• 19'a c. , '• /; 1 x r R=2, i ;t SAN BERNARDINO RD. 4F �y4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 x 43 44 7984 ARCHIBALD AVE. 45 7781 ARCHIBALD AVE. 46 cxrY N NORTHERLY D/W OF SCHOOL MAINT. YARD � N NWC OF ARCHIBALD AVE. AND SAN BERNARDINO � N GAS STATION 7 N MISSION VILLAGE APARTMENT 7 DESCRIPTION OF REVISION DATE ,,,�R� SCALE 1"=10' SCALE 1"=10' SCALE i"=10' SCALE 1"-10', CITY OF RANCHO CUCAMONGA LEGEND: PLAN NEW P.C.C. PAVEMENT 1998/1999 ADA RAIAPS AND DRIVEWAYS ��U� REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER &M AVE. fly � �. M �� LW �. � VA�A FA GRADE EXISTING DIRT TO MATCH NEW CONCRETE QRpFES$/ APPROVED 6Y: DATE: CITY ENGINEER Lz( RCE: 4`953 N do W NAIL do WASHER h 3 r Zp DESK?N PAN PREPARED BY: ✓ REDI)M FH FIRE HYDRANT WV WATER VALVE o No. 24953 m PK WM WATER METER CITY OF RANCHO CUCAMONGA �. MB MAILBOX Exp. 12-31-01 ANC CIVIC CENTER DRIVE ` � * �� RANCHO CUCAMONGA, CA 91730 Q'EET PP POWER POLE 7� Civil- PK 7 GF 9 OWF CHECKED MWING NO. QATE FN.E NO 90-20 1675 SIDEWALK EASEMENT 6 Vv w R FACE e 0 CURB i. � H I I 1 0 Eui�e FACE I - , cx a I : '.R 2 Ey.ST. 6' CURB-, i -- - - = - I I� • I 7-1. W 2 6Q Q ATv 1 4W�. 3 . : Q9• �.5. CONSTRUCT 6" THICK PCC � n i 3 •.. - .. ... .• � .• • •. ..♦a • i♦ moi, - 'I. J• - •a W = I 1 DRIVE APPROACH SHALL •' U 'o� ' - ' •- � : . BE 8 THICK PCC r -• aj 4 ° ki RECONSTRUCT MOW STRIP Z, ` 18..' • Q ♦ (� '• • • ►• • •. s k R�2 15 L.5' _ _ . • ' ••. . Q ' . • . A . 6 C14 URB FACE ' • • ' i Ri i .. . .• ♦• • •.♦ : ai� t0 • 16 ' EX:'ST. :IJiJ�-� tp •' ` a ,a, • •. ► •. .. .. ` . • 1 L - ; J I ' ♦ ♦ R"2' Rat 19 - , ' 1 • • t .. I R=13' cs • I I .. . VO- RB FACE R Jl SIDEWALK EASEMENT j I I; 56 7450 ARCHIBALD AVE. 57 ARCHIBALD AVE. 58 ARCHIBALD AVE. 59 9709 BASELINE RD. 60 N 7447 ARCHIBALD AVE. g N FIRST BAPTIST CHURCH 9 N ALBERTSON SUPERMARKET 9 N FOOTHILL INDEPENDENT BANK 9 FOOTHILL INDEPENDENT BANK 9 SOME 1'=10' SCALE 1"=10' SCALE 1":10' SCALE 1"=10' SCALE 1"=10' BASELINE ROAD CONSTRUCTION NOTES: kv.r 1a--CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN Y 1 P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1 2 —CONSTRUCT 6w THICK OR AS OTHERWISE INDICATED ON THE PLAN _._ - T_ - - _ rx'S7. 6" CORS'- 1 1 ' , P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 __ __ � . _.. _ __ 8" THICK CITY STD 101 TYPE C CONSTRUCT ICK P.C.C. DRIVE APPROACH PER ~ - - - 4a—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A I - X5f _f o -4. BOX i I R=5' 50--CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 g 1 6a--CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY STD. 103 • —RELOCATE " `'' BASELINE ROAD z •'-, j 8�-REMOVE RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, w r + • (12 BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. _x S CL!�: -i 8. 29'-2 8 1 1 •` R=3' - LJ 10 PROTECT IN PLACE 11 3 1 ° ,14'x,. ••• .•�.'.� :�:•` - 1 _. 'R=6:S' Q 11 ADJUST TO GRADE - -- -. °. a 11 W 12 SAWCUT �- •. ♦ ... •.• 3 Q 4, ♦ _. 8.5 13 MATCH EXISTING z . r' R . ♦ J 9817 ARCHIBALD AVE. 6 y ` ti I Q 1 •• Qm 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING Rte'. • ... '° 1 '.. RAINBOW CHILDREN CARE CENTER 1 : • r N 9 - -- ? -- • . •' -. I. •'• 4 9�6 •. _J •� • - 15 REMOVE INTERFERING PORTION ' ' '• a , 2 ' m r4. m U 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING _ ..., . SCALE 1" 10' R=2 . I 3 • r • w F`.: _. ^ 1'� •. ; ♦ _ . 3 �-CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C BASELINE ROAD - '6.R�2.• } . . Q • •' , 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1 R/Wa. ,. 36' - �— - - r'�4.-�I •`• ° Q - . • 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1 :, • .. ♦': • FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64) 00 4 R 3 v00 .'. _ ry --- o - - 6. -- -- _ - - -- - -- -__ __ - - - R=5' 6 R=2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 cr �. ? 6' S/W R/IN - - - - - N 9817 BASELINE RD. 62 N 9695 BASELINE RD. 63 N 7110 ARCHIBALD AVE. 64 N SBFCD D/W AT SOUTH OF FLOOD CONTROL CH. 65 DESCRIPTION OF REVISION DATEcrry 9 TACO BELL (2ND D/W WEST OF ARCHIBALD AVE.) 9 HOYT S HARDWARE 9 9 SCALE 1'=10' SCALE 1"=10' SCALE 1"=10' SCALE 1'=10' CITY OF RANCHO CUCAMONGA LEGEND: PLAN 1998/1999 ADA ACCESS RAMPS AND ORNEWAYS CONSTRUCTION NEW P.C.C. PAVEMENT REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE FROM M ST. TO BASE UNE RD. MID VARIOUS LOCATIONS QaoFESS,o APPROVED BY: - /7 DATE: GRADE EXISTING DIRT TO MATCH NEW CONCRETE p a ( CITY ENGINEER RCE: 24053 A, \ ti 1ll;z DE�IOt) PLAN PREPARED RY REDOMMEMM N do W NAIL do WASHER _ FH FIRE HYDRANT W No. 24953 PK CITY OF RANCHO CUCAMONGA 1 WV WATER VALVE * Exp. 12-31-01 * ORAMM 10500 CIVIC CENTER DRIVE SHAT WM WATER METER RANCHO CUCAMONGA, CA 91730 Me MAILBOX \ .M� CIV%%_� �! PK 9 OF 9 PP POWER POLE OF-CA.\.i CHECKM R.C.E NO DRAWINGNO.O. JD Qr►TE FTE NO 98-20 1675