Loading...
HomeMy WebLinkAbout1738 GENERAL NOTES BENCH MARK: PARCEL. MAP 15350 „ S.B. CO. B.M. 01091-1 ^ H O 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO RHD. HDV. BOLT IN CONCRETE CURB LOCATED 6 CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STREET AND STORM DRAIN MI. N/E FROM THE CITY OR TOWN OF ONTARIO � O CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE AT S.B. CO. N/E CORNER MILLIKEN AVE. AND FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 4TH ST. 0.5 FT. W. OF DROP-INLET 416 ` `' 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER IMPROVEMENT P ELEV. _ 1035.89 FT. O METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ELEV. = 315.74 M. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. BASIS OF BEARING O 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PROJECT SITE THE BEARING OF NORTH 00'05'22" WIST FOR F_ v Z THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES THE CENTERLINE OF MILLIKEN AVENUE AS SHOWN - L! RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE 6TF+ STREET IN P.M. NO. 14647, PMB 177/90-96, RECORDS U D SHOWN ON THESE PLANS. �� W Z OF SAN BERNARDINO COUNTY HAS BEEN TAKEN 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 6TH STREET W < Q AS THE BASIS OF BEARINGS FOR THIS MAP. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHOQ a 5TH STREET CUCAMONGA EASEMENTS OR RIGHTS-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PINING STAKES fl t SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE 4TH iz STREET ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE Y REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. _ 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR s 48 HOURS BEFORE You oic CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ru CALL W 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL > VICINITY MAP UNDERGROUND SERVICE ALERT GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO � N.T.S. REMOVAL NOTES QUANTITIES CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE 2 1 -800-422-4133 AOSAWCUT AND REMOVE EXISTING A.C. PAVEMENT 3,6 S.F. CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ,3B 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ® © Q© REMOVE EXISTING CURB AND GUTTER ® © 0 � 2,¢¢ L.F� ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL REMOVE AND RELOCATE EXISTING FIRE HYDRANT 4, EA. CONTENT AND GRADATION OF ASPHALT PAVING. DO 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO7 Z CONSTRUCTION NOTES QUANTITIES © REMOVE AND RELOCATE EXISTING UTILITY PULLBOX 1 EA. THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED. TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 3 Q 14 CONSTRUCT A.C. OVERLAY MINIMUM 0.10'(SEE PLANS FOR LIMITS OF OVERLAY). 2055 S.F. O REMOVE EXISTING A.C. BERM 554 L.F. w GRIND EXISTING PAVEMENT AS NECESSARY TO PROVIDE MINIMUM THICKNESS 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN! FOR OVERLAY. OJ REMOVE AND RELOCATE EXISTING GTE VAULT 1 EA. TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 0 15 C0N5rRVrN P. CT#" /CK C.C. 57DE4/4Lk AV 4 'PCT 0f TV 5TO. 105.® 3160 L.F. K REMOVE EXISTING STRIPING BY WET SANDBLASTING LUMP SUM 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY O MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 16 CONSTRUCT A1-6 CURB ONLY PER CITY STD. NO. 104 930 L.F. © REMOVE AND RELOCATE EXISTING STREET SIGN 2 EA. ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 4 ©17 INSTALL 15 GALLON STREET TREE, BRACHYCHITON PUPULNEUS "BOTTLE TREE" 4 EA. OM REMOVE EXISTING CURB 303 L.F. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 8 25' O.C. PER STREET TREES' CONSTRUCTION NOTES ON THIS SHEET ® CONS TR UC Ts�01V 1UDTES REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED 18 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 307 (CASE "A") 1 EA. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO N ® Kra OCATE EXIST. ST►ZEET LIGHT BY S.C.E_ PAID FOR AA1D CDD201MATEO BYGEI/EUWZ I EA. . PAVING. �0 CONSTRUCT CROSS GUTTER (W=10') PER CITY STD. DWG. N0. 106-A 1 EA. © ADJUST 2'Y_197 POLLSoX TD VEW 39ACiC AAJOMLEPLACE LID WITY TRAIl1=1C_U0 I EA . 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE rj r 21 CONSTRUCT A1 -8 CURB ONLY PER CITY STD. NO. 104 221 LF. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE W Alp CaA15T2LACT CURBSIDE D1Z/ IA1 OUTLET 117E2 CITY S'TANDAAFD 107-C 7 CA. THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 9 PAINT DOUBLE YELLOW MEDIAN PER CITY STD. PLAN 133 40 LF. © Gmt1-STRUGT' GU�sIDE V(ZlllN oUTL�T 1� GIT'( sTb• lOrj-� Z �A DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. 3 PAINT 8" BROKEN WHITE LINE PER CALTRANS STD. PLAN A20C DETAIL 37B 200 LF. THE ESTIMATE F QUANTITIES I PROVIDED Y THE N Y F R THE CONSTRUCTION S T R U C I O N o Qu Ess o DED B E o L o E T NOTES FOR STREET TREES CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION5 ® PAINT TYPE 1 (10) ARROW PER CALTRANS STD. PLAN A24A 2 EA. AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A " 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS Pik EL 15 Of' J,, siKtt: _ �5 INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE 23 EA. NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS - 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT INCLUDED IN THE OTHER ITEMS OF WORK. F,M. 1 64 7 © INSTALL R18-2.1 SIGN ON CITY STD. 401A & 401B POST OR ON STREET LIGHT 6 EA. SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401 -A WHERE INDICATED NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOILS AMENDMENTS, AS DETERMINED AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. BY THE CITY INSPECTOR. � r l 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR l� �� S� © PAINT TYPE IVR ARROW PER CALTRANS STD. PLAN A24A 6 EA. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING >� THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON f� ® PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A 8 EA. DIVISION. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY / ENGINEER FOR APPROVAL. �9 PAINT 4 SKIP WHITE LANE LINE PER CITY STD. PLAN 133 1618 LF. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY Y S 30 PAINT 8" WHITE CHANNELIZING LINE PER CITTD. PLAN 133 2258 LF. STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE ' STREET TREE LEGEND INSPECTOR. / ^ 31 INTENTIONALLY LEFT BLANK - STREET NAME I l.. M COM SPA lV T UI NA E MON NAME CIG 51ZE Y �� 4 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED � bP G1: FOR YOUR CONVENIENCE ARE THE FOLLOWING: 3� INSTALL R1 O(RT) SIGN 1 EA. 51h STREET P15rAC1A CHINEN515 CHINE5E P15rACHE 5' 30' O.C. f5 GAL. 7 © •• FAIRWAY VIEW PLACE RHUS LANCER FRICAN SUMAC 5' ' O.C• 15 641- A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE 33 PAINT 12 SOLID CROSS WALK LINE 486 LF. A ZD O 9641 SAN BERNARDINO ROAD TELEPHONE: (909) 987-2591 MI11LL.IFV AV5 BRo�FiYAhToa ��E E--�Z� � 29 'v.C. I5 c�L 2 /� RANCHO CUCAMONGA, CA. 91730-0638 34 RE-PAINT EXISTING STRIPING PER CITY STD. PLAN 133 2100 LF. EXISTING SURVEY MONUMENTATION L� B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA 35 INSTALL STREET NAME SIGN SET PER CITY STD. PLAN 401A & 401B 2 EA. I hereby certify that i have identified all survey monuments of record(s) that could be disturbed by 7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 FONTANA CA. 92336INDEX MAP 36 INSTALL TYPE 40A RAISED PAVEMENT MARKERS PER CALTRANS STD. PLAN A20D 528 LF. this project. All said monuments which currently exist in the field are shown on these plans and are O C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIAdescribed as follows: 216 N. EUCLID AVENUE TELEPHONE: 800 427-2200 RES. SCALE: ��=SOO' 3� INSTALL TYPE H (ONE WAY YELLOW REFLECTORIZED) RAISED PAVEMENT MARKERS 2024 LF. 1 iron o pipe no to flush at the centerline intersection of the ofalignment ALONG MEDIAN EDGE LINE PER CITY STD. PLAN 133 1❑ P P g, d of 6th street and ONTARIO, CA. 91762 (800) 427-2000 COMM. Milliken Avenue, and being the east 1/4 corner of section 13, T.1 S.R.7W D. GENERAL TELEPHONE 38 PAINT LEGEND (SIGNAL AHEAD) WITHIN LANE LINES 2 EA. 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (800) 483-3000 NIJ1 E: 39 INSTALL FLEXIBLE TYPE K MARKER 3 EA. 2 1" iron pipe ,no tag, flush at the centerline intersection of the realignment of 6th street and UPLAND, CA 91786 ❑O g THE EXISTING OVERHEAD UTILITIES (ELECTRICAL) ON THE SOUTH Milliken Avenue. E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI SIDE OF SIXTH STREET SHALL BE UNDERGROUND FROM THE 40 INSTALL G7 SIGN 2 EA. 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 FIRST POLE ON THE EAST SIDE OF PARCEL I TO THE INTERSECTION LA VERNE, CA. 91750 OF MILLIKEN AVENUE & POLES REMOVED. 41 INSTALL R1 SIGN ON CITY STD. 401A & 401B POST 2 EA. Dated--2/l/vo-_____ CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1 -800-422-4133 TWO WORKING DAYS Paul Cook, L.S. 4691 PRIOR TO CONSTRUCTION. ® PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. PLAN 133 1130 LF. ® PAINT LIMIT LINE AND "STOP" LEGEND PER CALTRANS STD. PLAN A24D 2 EA. Prior to obtaining a construction permit for the project, a copy of the corner record filed by a NOTE: NOTICE TO CONTRACTOR: qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be SHEET INDEX SIDEWALK AND STREET TREES CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE 44 PAINT 4" SOLID WHITE LANE LINE PER CITY STD. PLAN 133 620 LF. used to reset that monument after completion of the project shall be provided to the City. SHALL BE DEFERRED UNTIL CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF 1 . TITLE SHEET DEVELOPMENT OF THE ADJACENT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL 45 RE-PAINT EXISTING LEGEND 3 EA. Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a 2. STREET IMPROVEMENTS - MILLIKEN AVENUE (12+70.84 TO 17+00) PARCELS. EASEMENTS FOR SAID DISCREPANCIES TO THE ENGINEER PRIOR TO qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and ITEMS REQUIRED AT THAT TIME. CONSTRUCTION. 46 PAINT DOUBLE YELLOW CENTERLINE PER CITY STD. PLAN 133 491 LF. 3. STREET IMPROVEMENTS - MILLIKEN AVENUE (STA 17+00 TO 25+18.70) the related permanent witness monuments after completion of the project shall be provided to the ® 4. STREET IMPROVEMENTS - 6TH STREET (STA 45+11 .59 TO 26+47.03) INSTALL W41 SIGN 1 EA. City. 4/ PER D D2002- �4CNF4YR ,SWWSNTA l AND GFR 5. STREET IMPROVEMENTS - FIFTH STREET (STA 1 +57.83 TO 5+33.01) AND CONSTRUCTION NOTES QUANTITIES 48 INSTALL W74 SIGN 1 EA. FAIRWAY VIEW PLACE (STA 1 +57.83 TO 4+00) r�oD�[ ED o�/vE/fi�P�t+cN �o��� pETRIc. O1 CONSTRUCT 5" A.C. PAVEMENT OVER 4" AB PAVEMENT 85,403 S.F. 49 INSTALL W75 SIGN 1 EA. L13 6. �3y�E/_ � `j_( ,oz- 6. STREET IMPROVEMENTS - FAIRWAY VIEW PLACE (STA 4+00 TO 14+43.64) MaDiFIED 5NT5. >X 5 7UI ADD OR/VE APPROACHES STREET 7. STORM DRAIN IMPROVEMENTS 20 CONSTRUCT A2-8 CURB AND GUTTER PER CITY STD. N0. 104 4,499 L.F. 50 CONSTRUCT 1 ,196 LF OF 12 CMP (14 GAGE); PROVIDE 1 ,196 L.F. �OQROFESS/C 20 TREES k51AE94LK PER DRC zoo f-OD4e3 DYAEI-CASC•EMG . 3• O�- MINIMUM COVER OF 12"; USE STD. DWG. NO. 341 (TYPE 1) �QROf�sS10,y / �Q�c. .�S R. V� 49� 8. SIGNING AND STRIPING - MILLIKEN AVENUE O3 CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. NO. 103 & 114 6,532 S.F. FOR PIPE BEDDING Q� -T W. q� '� 0 ti c�` fIGDEDOWY 9PPRDACH� ✓1'0eW,•4ZA- 45e D 006,7 " ' �� �'j CO O , © PM /553& -SEE SHEE Tei 5 //-s•O/ 9• SIGNING AND STRIPING - 6TH STREET ® CONSTRUCT ACCESS RAMP PER CITY STD. 102 5 EA. 51 CONSTRUCT 3' -12 PERFORATED CMP RISER INLET _ �,© ��'a 1 EA. " No. �G7t,4,t, ,• �, ` 54 0 Z rn N0. DESCRIPTION OF REVISION DATE clzY 10. SIGNING AND STRIPING - FAIRWAY VIEW PLACE O5 CONSTRUCT CROSS GUTTER (W=6') PER CITY STD. DWG. NO. 106-A 1 EA. 52 CONSTRUCT 1/4 TON RIPRAP PER CALTRANS STD. SPECS. N0.3520 P * Expires APPROVED 11 . SIGNING AND STRIPING - 5TH STREET 72-2.02; T=2.7' EXPIRES 285 C.Y. © INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR AND COORDINATED 25 EA. 53 CONSTRUCT METAL FLARED END SECTION it 4'�'�' fF/ `Pl' L CITY OF RANCHO CUCAMONGA 12. STREET DETAIL SHEET BY DEVELOPER. O PER CALTRANS STD. DWG. D94Q <401F Clrl� ��� 1 EA. 13. TRAFFIC SIGNAL MODIFICATION PLAN 6A INSTALL 22,000 L HPSV STREET LIGHT ON A„TYPE15 SIGNAL AND/OR LIGHTING 2 EA. CONSTRUCT 42" RCP ( D-1200 ) tf 38 L.F.14. TRAFFIC SIGNAL DETAIL SHEET STANDARD POLE WITH 15 LUMINAIRE ARM, 2 CONDUIT SWEEP, ANDSTREET AND STORM DRAIN FOUNDATION PER CALTRANS STANDARD PLAN #ES-6B. LUMINAIRE SHALL 55 CONSTRUCT 36" RCP ( D-1200 ) 75 L.F. BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. 4 IMPROVEMENT PLAN PRIVATE ENGINEER' S NOTICE TO CONTRACTORS 6B INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 29-5-80 SIGNAL AND/OR 1 EA. 56 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY t,FESS, 1 EA. SVFI; IeEvISJOW5 00 SlIrs. 3�(v LIGHTING STANDARD POLE WITH 15' LUMINAIRE ARM, 2" CONDUIT SWEEP, AND OF RANCHO CUCAMONGA STD. DWG. N0. 308 t�L ITCH V'� p �O K PIeG uva -O033b THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR FOUNDATION PER CALTRANS STANDARD PLAN #ES-6RA. LUMINAIRE SHALL 5� CONSTRUCT CURB OPENING CATCH BASIN PER CITY ® h�Q AGF A �� 11 EA. G. PARCEL MAP 15350 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. OF RANCHO CUCAMONGA STD. DWG. NO. 300 ;r ` CO Q� c�� I w /d. -03 NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 58 CONSTRUCT LOCAL DEPRESSION PER CITY uJ -�' EA. - ,� � IVc,, 4575 5 " Approved By DATE: IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE ® ADJUST MANHOLE TO GRADE 5 EA. OF RANCHO CUCAMONGA STD. DWG. NO. 307 ( CASE B ) 7, ,# 11 / RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO 0 UP, 12-31 Y CITY ENGINEER RCE N0. 24953 WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, O9 ADJUST VALVE AND LID TO GRADE 2 EA. 59 CONSTRUCT TEMP. CMP CATCH BASIN QROFESS10 DESIGNED BY; U RECOMMENDED: PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 311 y V�,.f 1 EA. �o �P s CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE, LINES. PHASED 10 CONSTRUCT RIGHT TURN LANE OR BUS BAY PER CITY STD. NO. 119 - c ,�``�` 0�R SZ A181 CASC= UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTORS O 60 INSTALL CHAIN LINK FENCE PER CITY OF RANCHO CUCAWONGA _ �� 284 L.F. c, JAJ • RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTII ITY 1 1 CONSTRUCT 6' CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 114 4,304 S.F. T DWG. NO. 607. RAISE FENCE FABRIC 9" ABOVE GROUND "` W m DRAWN Y: E N ■ NEER ■ N STD. D G D a _ sHEEr O � 54609 -- COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND ACROSS SPILLWAY EXP. 12/31/03 12 CONSTRUCT MEDIAN FLARE PER DETAIL ON SHEET 12 3 EA. _ o * OS 937 SOUTH VIA LATA 1 OF 14 SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO O � S�+ SUITE 500 DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE © 61 INSTALL SWALE 18 DRIVE GATE PER CITY OF RANCHO CUCAMONGA © 1 EA sl CNII VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY ® Q 63 /NSTALL 15 GALLON STREET TREE PER NOTE AND LEGEND ON 5HT 1 STD. DWG. NO. 607 4 �T£OF CA PH. CHECKED BY: 83-01COLTO , CA 92324 DRAWING NO. IDENTIFICATION NUMBER ISSUED BY U.S.A. ©®� 67. COK!$Ti�liL^TD�P/!/6APPiPOACH�E�PC/TYSTD DtdG. /t10. /O/�TYl3FC);W=AF Fe& AI Q A. © ��po PH. (909) 783-0101 FAX (909) 783-0108 1738 O Q:\54210\street\ 54210str_shtl.dwg 06/06/00 09:21 T BENCH MARK CODE-B TYPE -BOLT STAMPING- SB.CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES -1" RN ,- SPECIFIC SETTING D HD BOLT IN CONC. CURB. LOCATED 6 MI. N/E FROM THE CITY . _ z OR TOWN OF ONTARIO COUNTY SB. CO. AT N E CORNER MILLIKEN AVE. AND 4TH ST. 6J�` WEST CUe 0.5 FT W OF DROP-INLET ELEV.=1035.881 FT r sr z BASIS OF BEARING P.M. NO. 14647 �s. o EAStINt TOP CURB REMN_ ,� b 5r- CURB ° OF CURB WEST £UR cuRe WTURN 4 %c '&14 414 &14PROPOSED WEST - 1&/4 A/4 :1&/4 / TOP OF CURB W ^ h h O 1055 WOCUR F CURB EST CURB x TO o 1055 WEST SUR O 00 , *E�7 .- �. i -Mt:�T SUR �—=--- : RB WEST CU #0�5 WESTCUR1b4,5 1046 i�+E 7 LCUP6 :04� WEST CUR : 3 WEST Ot1f�B _ s 105 WEST CUR6 PROFILE SCALES r : F VERT. 1 =4 11,+0012+00 113+0014+' 00 15+00 16+00 17+00 CONSTRUCTION NOTES 2O SEE SHEET 5 CONSTRUCT A2-8 CURB AND GUTTER PER CITY STD. NO. 104 5TH STREET PARCEL 9 - CONDUIT PER SIGNAL PARCEL 8 O CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. NO. 103 & 114 MODIFICA IONS PLAN SAWCUT FROM PARCEL 7' 6 P.11�1, J>3 JO EDGE OF EX. GU P.M. 15350 4 CONSTRUCT ACCESS RAMP PER CITY.STD. 102 P.M. 14647 11' 44, 1 FUTURE SIDEWALK BY OTHERS (C�J'/mow(�'�� TO 2' PAST PROP. GUTTER 22 22 5O CONSTRUCT CROSS GUTTER (W=6 ) PER CITY STD. DWG. NO. 106-A FUTURE SIDEWALK BY OTHERS END SIDEWALK CONSTRUCTION PROP. P LBOX PER M I !CATIONS PLAN O6 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR AND COORDINATED END SIDEWALK CONSTRUCTION a 3 (TYPICAL) EC-1 +4 ECR-12+70.84 4 h5G� �� ,�j 4 ST.ALIGHT 57 BC 16+41 (N EXIST.GUTTER CURB M BY DEVELOPER JOIN EXIST. U k. 6A 15+84. (GUTTER WIDTH= 18 ) 6A INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE15 SIGNAL AND/OR LIGHTING do GUTTER h'` z h�� �- BCR D 2 STANDARD POLE WITH 15' LUMINAIRE ARM, 2" CONDUIT SWEEP, AND C 0.78' f7 i7 FOUNDATION PER CALTRANS STANDARD PLAN #ES-68. LUMINAIRE SHALL A B 13+84.87 3 200.01' ^ �{ BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. s ' 88.92' O - - - - - - -- - - - - O 6B INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 29-5-80 SIGNAL AND OR LIGHTING 10 O ., _ ___ _ __- _ _ _ - -_ - _ _ --- STANDARD POLE WITH 15' LUMINAIRE ARM, 2 CONDUIT SWEEP, AND IIS -- -- ----- - -- -- ----- ------ ------ ---- ----- - ' EXISTING CURB h'1 h �.� 1� 6 - FOUNDATION PER CALTRANS STANDARD PLAN #ES-6RA. LUMINAIRE SHALL �fi ti o A B ^ C -{- BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. (GUTTER WIDTH= 18") (52.79 TC) h v �C, `O ``) V ``) V o h �. T 58 68 C N � I� h `O V_ 10 CONSTRUCT RIGHT TURN LANE OR BUS BAY PER CITY STD. NO. 119 6 68 � O 6 6' ' CIL ___—_--- -_ _-__-_ - Q F► 11 CONSTRUCT 6' CURVILINEAR SIDEWALK PER CITY STD. DWG. 114 -- ----- -- �3+DO f4+DO �N00'05'23"W --15+00 372.41'���� 16+00 � _ LLl .. - - - __ - - - 17 INSTALL 15 GALLON STREET TREE, BRACHYCHITON POPULNEUS BOTTLE TREE 25 O.C. + _ -_ _---------- -+__ to lv 12+0o xis TING __-_________—_____`D PER STREET TREES' CONSTRUCTION NOTES ON SHEET 1 ------ --------------- - ---------- Lv � MEDIAN CURB AVENUE EXISTING Z MEDIAN CURB MILLIKEN 20' TRANSITION FROM PROP. J W MILLIKEN ST AVE. 13+27.59 9 C L INT.- GUTTER WIDTH= 24" TO EXISTING = W 5TH STREET 5+33.01 GUTTER WIDTH= 18" V V) 1053.77 FS EXISTING } - CROSS GUTTER - - -------------_\\--- - I --- - -� -_--___---------- --------__ _____________ i BENCH MARK ♦ CODE-B TYPE -BOLT STAMPING- SB.CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES SPECIFIC SETTING -l" RN D HD BOLT IN CONC. CURB. LOCATED 6 MI. N/E FROM THE CITY OR TOWN OF ONTARIO COUNTY SB. CO. AT 1085 wtsr CURB N/E CORNER MILLIKEN AVE AND 4TH ST. 0.5 FT W OF DROP-INLET ELEV.=1035.881 FT BASIS OF BEARING P.M. NO 14647 ♦ 4080- WEST 30.25 45.00 55.55 .55 1 6.43' EXISTING CA BASIN �CVR9 60.49 ' PROTECT IN PLACE F n.0 ' _ PVI ELE V�1072.07 8 A °.� �W m'^ 25 5' N ' m s n �. t 00 iyl� ri N v o 46 1075 WtS7` CURB ,� . r r N �� 1075' WEST CURB r U CL C, 1. POSED WESI 0 2• (� 0c) O 1.60'x' (� r W r 57G TOP OF CURB .• � R r o o 5 .1; 0 1. pQ N r n p N+ Cd + •„ �x -- JGm - p 'b+ Cf O r I 7a WE 8 0 p -_ X0 0 CURB m � 9 C'j +in g N 1.9ax 219x EXISTING TOP r,- to 8 r + + + OF CURB 0 0 o r �. N N Nt KR"1SM' WEST � J 6 , t. e 1065 WEST` CURB AT BUS BAY 1065 ` WES7' CURB t STRUCTURE PROTECT N PLACE : r t ; r t r t } 1 055 WAST CURB 1055 WEST CURS f PROFILE SCALE LE , _ S VERT. 1 =4 18+00 19+00 20+00 21 +00 22+00 23+00 244-DO 25+00 26+00 27+00 28+00 2" CONDUIT PER 6TH S7= SIGNAL MODIFICATION SEE SHEET 4 PARCEL 8 PARCEL 7 PARCEL 6 XI TTN 1 ` RCP PLANS (TYPICAL) P.M. 15350 P.M. 15350 P.M. 15350 PROTECT IN PLACE EC 20+75.04 a 62' 51' PULLBOX PER TA. 23+76 BC 25+18.70 25+24.91 SIGNAL MODIFICATION BEGIN CONSTRUCTION A T FROM 6 ST. LIGHT EC 24+58.70 70 74.01 TC 2` CONDUIT PER JOIN EXISTING 8" CURB X! N EDGE OF EX. A N BC 23+88.73 PLANS (TYPICAL) a SIGNAL MODIFICATION do GUTTER BLEEDER U TO 2' PAST PROP. GUTTER 22+98.73 PRC PRC TA. 18+ STA. 20+19 1 PLANS (TYPICAL) ST. LIGHT ST LIGHT PROTECT 1N PLACE STA. 22+00 6 11 6 ST. LIGHT �� - - - - _ 365.66' 17 ��& - C L=31.80' 70.00' L=32 �, EXISTING-�L= .74 F CURB do GUTTER L-167.88' 116. L 7.10' - 10 Q 6k } A 1 10 oab E 18 J EXISTING EXISTING 6qG 4" PROP. I 20 2 0 1� _ B 1'`,�C, �1 Qo „o ^ 1�• „o� EXISTING 3 STORMDRAIN � CURB do GUTTER GUTTER 6 6�.G '� �C, ^ �(� „� `G CA TCH BASIN v N d• '� GUTTER WIDTH =18` "� 90' 70' 60' cd PROTECT IN PLACE STAE 25+42.38 =' N EX. GAS eIo � FLARE 2 _ t8+06 fig+dd o, - 2D+dd _ _-. .__ 21++08 - P2+Od - - 04 D0 - 24+00 N - 25+-00 �i 26+00 27+00 -- - 28+00 23+ OOroS 23"W� �--EX. SEWER CIL STA. 25+50.23 -EX. WATER LAT. -EX. ELEC. ^ MILLIKEN EXISTICURB NG MEDIAN AVENUE END FLARE 't 20' TRANSITION FROM EXISTING � GUTTER WIDTH= 18" TO PROP. � END CONSTRUCTION EX. ELEC. I MILLIKEN AVE. 26+47.03 CIL INT.= GUTTER WIDTH= 24" JOIN TO EX. 8" CURB�- 6TH STREET 53+07.92 ( 4.17 ) 7 TC _ EXISTING ------------ - -- URB do GUTTER ---------- - - - - - - - - - - - - - - - - - - - - - - - - ----------------- ----TER -------------------- --------------------- J It V) ►_ T�;X1STiNG R/W J 1~i1W F'k Zto cl, Z ~x� to W 1= �W to N 5K- (n , W CURVE/LINE DATA Q INs7hu-s'T �E'�s � DELTA/BEARING RADIUS L BSI./DIST. TANGENTMILLIKEN A $ c '20co-�33d W ,I tilt ��-LY e3 A No0'05'23"W - 223.65' - VEw NO. DESCRIPTION OF REVISION DATE Y APPROVED B 12'40'47" 273.33' 60.49' 30-3 7' C 12.40'54" 136.6 7' 30.25' 15.19' CONSTRUCTION NOTES CITY OF RANCHO CU CA M ON GA @) N01*10'174 - 70.00' - 2O CONSTRUCT A2-8 CURB AND GUTTER PER CITY STD. 104 E 18'55'34" 92.50' 30.55' 15.42' O CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. NO. 103 & 1 14 STREET IMPROVEMENT PLAN F 88'06'18" 35.00' 53.82' 33.86' REMOVAL NOTES 6O INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE MILLIKEN A VENUE PAID FOR AND COORDINATED BY DEVELOPER. 0 1 D CONSTRUCT RIGHT TURN LANE OR BUS BAY PER CITY STD. DWG. NO. 1 19/MODIFIED O REMOVE EXISTING A.C. BERM (STA 20+75.04 TO 26+13.40) STA. 17+00.00 TO STA. 25+51.34 11 CONSTRUCT 6 CURVILINEAR SIDEWALK PER CITY STD. DWG. 114 Approved B ��Q. M hF�l Fy PP Y / DATE. 12 CONSTRUCT MEDIAN FLARE PER DETAIL ON SHEET 12 _LEGEND y Q �, G' CITY ENGINEER RCE N 24953 ROf ESSI Q O,yq DESIGNED BY: RECOMMENDED: Q 17 INSTALL 15 GALLON STREET TREE, BRACHYCHITON POPULNEUS "BOTTLE TREE" 25' O.C. SAWCUT AND REMOVE EXISTING A.C. PAVEMENT A MINIMUM ® � "' ' ����OP�0-s P•SyFp��"y JAJ GRAPHIC SCALE PER STREET TREES' CONSTRUCTION NOTES ON SHEET 1 F * EXP• 12-314, � c� �AettoCAS 40 0 20 40 8o OF 2 FROM EXISTING CURB AND GUTTER. __ _ m �.,�, N c�. N R N ca / ` W " m DRAWN BY: SHEET -A") ��Q No. 514 937 90UTH VSA LATA. SUTE • 18 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 307 (CASE CONSTRUCT COMPLETION OF 6 SIDEWALK ADJACENT TO CATCH BASIN 9�, �. EXP. 12/31/03 40' (STA. 25+24.91 TO STA. 25+51.34) CA��`' 2��. �c OS COl_TON, CA X2324 3 OF 14 21 CONSTRUCT Al-8 CURB ONLY PER CITY STD. NO. 104 sr�r CIV L P'K aOO�'�"O10' FAX�°0°"°��f0� £OF CAIEO CHECKED BY: DRAWING NO. DALEW / 7-33 MF18AM P.SAN RCE 600 Q:\54210\street\ 54210str_sht3.dwg 06/06/00 70:12 BENCH MARK CODE-B TYPE -BOLT STAMPING- SB.CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES - SPECIFIC SETTING-l " RND HD BOLT IN CONC. - CURB. LOCATED 6 MI. N EFR M THE CITY R TOWN - 0 OW F ONTARIO 0 0 0 COUNTY SB. CO. AT N/E CORNER MILLIKEN AVE. AND 4TH ST. 1cc 0.5 FT W OF DROP-INLET ELEV 1035 881 FT 1075 rJ BASIS OF BEARING - P.M. NO. 14647 z a ! LL �t' V _L t + s F O t C O F M 1070 ; W Z P O ' N co co ao O^ t\ 007 ;N to +t- 04 0�Or �Z� 000 �U 00 O� r r + � O f ^� Twp o r- r- +0 ¢m: -0.0237 +o +o00 y �� ...� 0.00 `t 5 1075 NORTH MEDIAN ,- �- - 1075 NORTH MEDIAN - PROP. TOP OF \EXIST. TOP OF NORTH MEDIAN CURB Q LEFT MEDIAN CURB 60.39' 59.54'. z z fl z 00 - rn o 1070 NORTH MEDIAN -- � � �o c � 00 - 1070 NORTH MEDIAN v PROP. TOP DP + + N SOUTH MEDIAN CURB o ' o t'- +� �`r' `r' o M 04 LrjO Iln 01LTi 00 N C) o o� 0 0+' o 0.0046 0.0200 z C) Q p T r 1075 SOUTH MEDIAN - _ +o +o to wo o r 65 - 1075 SOUTH MEDIAN ,� �t m`. 0.004 0.0041 EXIST. TOP OF SOUTH MEDIAN CURB CURB FRET RN EXIT. GROUND AT 1070 SOUTH MEDIAN z CURB RETURN CURB RETURN PROP. 'TDP {OF SOUTH, SOUTH R/w U�/4 n/4 �4 o/a - 1070 SOUTH MEDIAN o CURB(8 C.F.) EXIST. , TOP OF CURB m 0/4 n,/4 �/4 �4 0/4 ®/4 �/4 �/� In tn 0^ AT 47 RIGHT OF 0 00r` �'' n NIn 0 Z (8„ C.F. rn� co co 00 00 o +r, O + � ^ °' X 4 rn o o tt a, co aNb nj ro M') t\ �i ,n O o r- mo (AUS +R +1\ O O �r cry W 1075 SOUTH CURB - .�Z N _ --- .__ � - 1075 SOUTH CURB _ �i w o o --- j `- -- m 0D 004 _ _ __ PROFILE SCALES 0.0040 7 •4 7772.84 72.93 7=0 73.1 F L F L HORIZ.: 1"=40' I " , FL FL FL VERT. 1 =4 48 00 �� 424-00 + 44+ 45+00 46+00 47+00 z 419+00 50+00 514-00 52+00 53+ 0 2 00 43 00 00 U D i "L"t moU PARCEL 9 U w THE EXISTING OVERHEAD UTILITIES (ELECTRICAL) ON THE SOUTH 00 Q � SIDE OF SIXTH STREET SHALL BE UNDERGROUND FROM THE N o r- P.M. 14647 SEE TRAFFIC SIGNAL (77.65) FIRST POLE ON THE EAST SIDE OF PARCEL 1 TO THE INTERSECTION r- zo � 0 rn MODIFICATION PLAN SHEETS OF MILLIKEN AVENUE & POLES REMOVED: 00 U + T.C. X^ � � 13 AND 14 (77.78) PARCEL 13 6TH STREET 47+43.64 CL. INT.= Z w oN FH TRAFFIC SIGNAL LIGHT EXIST. ST. LIGHT ® STA. 41 +80 FAIRWAY VIEW PLACE 14+45.15 w O i_ In (77.77) P.M . 14647 EXIST. R/W � m �� � � ULL BOX (77 67) TRAFFIC SIGNAL LIGHT v (76.91 ) °D PULL BOX 72.83 (72.35) C) CTI (77.05) ( ) LIP OF GUTTER 73 08 + �- T.C. T.C. V73.36) 74.1 1 (75.00) T.C. 75.74)T.C. (73.40) T.C. TOP AC BERM TOP AC BERM (74.18) T.C. 2' SAWCUT STA. 51 +98.01 m o (76.73) PROP.-­­ (74.49) T.C. K 75.40T.C. AC BERM 77.09 TC BEG. FLARE °�0 T.C. 8' W 4 M „.A. t6 77.11 TC (77.04) TC C.L. INTERSECTION -. � N89° 31 ' 48' W �_ _ . 1 STA. 26+60.90 MILLIKEN AVE.= 42+00 43+00 44+00 0) 45+00 � ' a� , STA. 53+07.63 6TH STREET , 46+00 47+00 48+0 N - r_ (72.13 T.C. c1(73.26) - E - 51 +00 L 6� STREET .,. .:_ � +�- . n _ � to N880 11 ' 41 ' W 52+ 53+0 C.L. INTERSECTION T.C. t - _ STA. 26+47.03 MILLIKEN AVE.= (76.69) t s M A 74.86 T.C. (74.12) T.C. EXIST. � pROp (75.91) T.C. (76.6) TC t 2 STA. 53+07.92 6TH STREET T.C. opo �2' SAWCUT _ (71 .77) T.C. 74 37 T.C. (1074.17) FS 1+0 N (1074.84) FS 2 H 2 A `° A 74.82 v t4 (75.45) TC RAFFIC SIGNAL LIGHT It t �v � 74.83 W PULL BOX j 7 t (74:94 T.C. t °�� (75.76) r> EXIST. ST. LIGHT ® STA. 43+88 -66 3 2.28' IleM '1� �G TOP AC BER r LA CONSTRUCTION NOTES 0 38.79 L= 1 50.00' 3 ^� 18.1cu 75.60 Q - -- - ,. O o ti o`� Y2 y TRAFFIC SIGNAL LIGHT T.C. CONSTRUCT 5 A.C. PAVEMENT OVER 4 CRUSHED AGGREGATE BASE w m EXIST. R/W �6, ^�� I^�v J w B L=387.0( 3 75.58 w PROTECT IN PLACE = N a z cn o 0 a. PULL BOX O2 CONSTRUCT A2-8 CURB AND GUTTER PER CITY STD. NO. 104 Q w Cr > a w w to a � �- c� w o _ PULL BOX (75.75) wzU zo o > w zU � g 0 w Q CD o Q a 75.28 O3 CONSTRUCT 4 P.C.C. SIDEWALK (W=6') PER CITY STD. DWG. NO. 103. c� _ Y o o U U z a U I z w o U wv PROTECT T.C. a - o o_ Q U s 4 T.C. cn a °' m `n z z � m a c� w O - w=z o mo I N PLACE E O CONSTRUCT ACCESS RAMP PER CITY STD. 102 x o jfi� Q o Q `n �- Q a > a > w z U _ a 50 J Q - J g °� o w U o o Q o rn 0 Y z a 00 0 0 0 o x w w Q Q U cn-a U = 0,,, z � U L=37.68' T.C. 0 0 � �ri N a � z � w Q rn Jo Q � 0 J Uo' w �o ��Q LL_ � _U (74.60TC) O CONSTRUCT CROSS GUTTER (W=6') PER CITY STD. DWG. NO. 106-A m rn U �- c" a o o w Q - U 't cn w cn J -, w� w �n J g (74.64) J � z � + - � d0 Q ►n N � � �z = N Yz o � � � � + Q r7 a mw �� ww pwmw -� J o Qcn o >o Q a (73.93FL) O INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE PAID FOR AND < It 0 z a rn + cn Q Q w N -1 O w D 0 o a °' Oo U m � Q cD o a = Q o a Q a It w N z �t o cn a w 0� cD z f � r. rn w + Q - o Q w w Q 0 z cn + U z g EXIST. C.B. COORDINATED BY DEVELOPER. PARCEL 1 a ~ a Z + w � 0 Q J z cD > r U r` a Q z _z N m ' a w w m- c� 0 o� = U + _ ( ) U Q � U X >�- cD D � � w - _ a w i owe_ ,� 00 z ,n U x.� w z v 0 Ln zo It w rn j Q + Q o Q O - m mCDw cn a = +Q cD Ln a wN � N0 L.D., J ST A.C. 8 ADJUST MANHOLE TO GRADE m z `n cn �o� + -t Q w,� a - 00 cn Q 0 0 a tri o z r 010 z W c~it m o a 0 + 0101 o �`' Lli Q o o �� � o w o U � s ADJUST VALVE AND LID TO GRADE P M 14647 Q z N w z� � F z 1-1 z z Q "� U w c rn �z 0 0 o a - U - x u) oo t` (n F Z o C� (n C'0 U o F- z U •� --� Q Z w X w O w a>> � rn ^ Q m U z x 00 cn 0 d� vt r� V) I m w 0 V Q w = Q L Q O � Q 00 o cn w � w w� tl � o � z -� to CONSTRUCT RIGHT TURN LANE OR BUS BAY PER CITY STD. NO. 1 19/MODIFIED V) CO �� + = cn U w 0 o U �..- d0 o z a to a w a 5 J e U Q z �z 0 w o a a cn < 0 m w 0 0 In •� cn w m -, m + cD cn a z 0 U .� 0 00 cn g cn cn� Q Q m� i2 CONSTRUCT MEDIAN FLARE PER DETAIL SEE SHEET 12 N --1 Q z � �� N a wow w 0 w � _� `�D o> N � a w o w c'' ~ a -1 o a 0 D J I >0'- U c0 in Z O 6 w o = r m D � t4 CONSTRUCT A.C. OVERLAY MINIMUM 0.10'(SEE PLANS FOR LIMITS OF OVERLAY). Q a a o 0Lli ' cv o w a, z w Q, w a a a Ua GRIND EXISTING PAVEMENT AS NECESSARY TO PROVIDE MINIMUM THICKNESS v c~n � zQ moo- 4 a z z o > o U `D w CD o v FOR OVERLAY. s 6 w �» 6' �� -' a �o PARCEL 6 00 + ~o u oo �O to CONSTRUCT Al -6 CURB PER CITY STD. NO. 104 5 w - ° Of P .M. 15350 °' 7- > 'n o Ln rn o w U PARCEL 1 FAIRWAY VIEW PLACE w" ' a [Ifw a� Q t a-D a zo U 0 ow~ a daf ccn ado w ow city P.M. 15350 SEE SHEET 6 � x wZ� a wow a w0� NO. DESCRIPTION OF REVISION DATE APPROVED o w w m» >a- w m m o w t- F- >0 w L-- a Xwz� cn x CITY OF RANCHO CUCAMONGA Li a» x wz�= w �» NOTE: PROVIDE AC OVERLAY AS THE FINAL PAVEMENT LIFT BETWEEN STA. 44+65.09 AND 89+00 STREET IMPROVEMENT PLAN - (APPROXIMATE) LEGEND 0 40 80 20 16)7 ( 6TH. S TREE T SCALE IN FEET REMOVAL NOTES O SAWCUT & REMOVE EXISTING A.C. PAVEMENT - _----- - OVERLAY EXISTING PAVEMENT MIN►MUM 0.10' STA. 44+65.09 TO STA. 53+07.92 DATA O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT a DATA e REMOVE EXISTING CURB & GUTTER GRIND EXISTING PAVEMENT AS NECESSARY _ O a CONSTRUCT BUS BAY-RIGHT TURN LANE Approved By DATE: rf DELTA/BE ARI NG RADI US LEN. /DI S1 , TANGENT G 24° 1 6' 20' 84. 57 35, 83 18, 19 v REMOVE & RELOCATE EXISTING FIRE HYDRANT U U CITY ENGINEER RCE N0. 24953 O 88° 06' 18' 35, 00 53. 82 33. 86 240 18' 17' 84. 57 35. 87 18. 21 cO REMOVE & RELOCATE EXISTING UTILITY PULLBOX El CONSTRUCT NEW A.C. PAVEMENT - O N 88- 11 ' 41 - W 387, 0 6 O N 88- 11 ' 41 ' W -- 329: 61 O PER CONST. NOTES "l " QRrjf ss/0 DESIGNED BY: RECOMMENDED: i REMOVE EXISTING AC BERM ��o Ra P.sy q� I CAS;C- OVERLAY PROJECT BY CITY TO TIE `� Q0P F,p�<^yc JAJ E cam. ■ N E F a ■ w c�� Oc N 89° 31 ' 48' W 150. 00' O 165* 12' 15' 1 . 00 2. 88 7. 70 REMOVE & RELOCATE EXISTING GTE VAULT � INTO PROPOSED IMPROVEMENTS �; me i z r^ DRAWN BY: SHEE I O N 88° 1 1 ' 41 ' W 300. 91 O 1 ° 1 9' 1 9' 1 000. 00 23. 07 1 1 , 54 O REMOVE & RELOCATE EXISTING STREET SIGN No. 54609 937 BOUTH VIA LATA, BUTTE 500 ° EXP. 12/31/03 ps COLTON, CA 92324 4 OF 14 O 20 43 0 7 167. 00 60. 39 30. 53 91 53 41 35: 00 56. 14 36, 18 O REMOVE EXISTING MEDIAN CURB ^{(01001)783-CIM FAX(906)783-OM Sl9 j c O � CHECKED BY: //���� L�..� DRAWING NNo. FOF CMfi kl4M4SM�uM 8/S'w ! / LSO O 20° 25' 36' 167. 00 59. 54 30. 0 9 89° 26' 26' 35: 00 54, 64 34: 66 BARBARA P &E+WM RCE 54" DATE Q:\54210\street\ 54210str_sht4.dwg 06/06/00 10:13 t BENCH MARK CODE-B TYPE -BOLT STAMPING- SB.CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES SPECIFIC SETTING-l " RN D HD BOLT IN CONC. CURB. LOCATED 6 MI. N/E FROM THE CITY OR TOWN OF ONTARIO COUNTY-SB. CO. AT N/E CORNER MILLIKEN AVE AND 4TH ST. -INLET ELEV.=1035.881 FT 0.5 FT W OF DROP XISTtNG GROUND _ - BASIS OF BEARING P.M. N0. 14647 WEST R/W 5mv 50.00= VC 17.45' PVI STA=1+82.83' , PVI STA=2+75.79 r PVI ELEV=1054.91 PVI ELEV=1055.37 1 11 060--NORTH+--C�fR$ _ -OD 16$ NEST 1 5.08' OC 17.45' PVI ELE V.=1054.57 r o ODOD 4X O NORTH R WUND r CU RETURN 25' 25' i 9� 9' q � � � h N r � ^ / / Wr7 4 4 4 10 - o + o o r / OD PROPOSED WEST r. o ° 0 a g _ °� W fl.7t7G + + N ry O 0 N CIO o C 0 105`5 NORTH CURB - .� -` - sx �� sex _ _ - TOP OF CURB 1055 NEST CURB TAN _- PROPOSED NORTH E)ISIING GROUND TOP OF CURB . 60.00' vC 50:00= VC 93,76*, 1 74' 74' O CA PVI ELEV=1054.82 43.Y8' PVI STA=2+75.79 50, VC "30.00= a► VI ELEV.=1054.82 E}60 f PVI ELEV=1055.24 _. us - _ H.� - - _{.x 66 .Et .. I _ 50.79' o► j PVI STA=4+52.59 N 25' 25' 27.44' 27.44' 7.44' 27.44' o i '� 2 25 PVI ELEV=1054.08 v + s to ' CE , a EXIS`lNG GROUND N a m + G � w ,�j Q O + O g O C/L ^ O t4 - p ` O� y ZOD . 00 ^ O O W O O O V C4 w 105 CL o.�oz -astsx i o� o �n -o.sx f _ . PROPOSED FINISH 55 L - _ - - _ o TAN - SURFACE O /L �v x _ _ 10 C - ' LINE SET CROWN C TAN PROPOSED FINISH EXISt1NG t�TCOUND , SURFACE O C Lo rc Tai EAST R/W V 50.00' VC / ` . PVI STA=2+75.79 + �- At PVI ELEV=1055.37 PVI ELEV=1054. 060--comm--CU1�$ t_ - -4060 tA W OC 00 �tJ 3 CURB RETURN i o t� m civ m 5 n o EXIStINO GROUND °�° r °y4 �'4 9'4 + -r 'I.r>s�t Z 9 N + O SOUTH R/W o m ± o.� ' '- .,.i T PROPOSED EAS - 1055 SOUTH CURB o.esx o N _ - - TOP OF CURB 1055 tAST CURB --- -- TAN- ' �- -- �-- - -- mo PROPOSED SOUTH .0lX TOP OF CURB TAN PROFILE SCALES j HOR1Z 1 " 40' VERT. 11­4' 1 +00 200 34-00 4;700 5+00 1 +00 2;00 3T00' / r T��r CONSTRUCTION NOTES 0 5 ® PARCEL 5 O CONSTRUCT 5" A.C. PAVEMENT OVER 4" AB PAVEMENT ., PM 15350 bz --- MILLIKEN A VENUE 1>� D.� 2 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. NO. 104 UE n � I O I Z CL_ 15 TYP, L=15.53' 7' I 47' 47' I 3 TSTA. 2+70.6 ® 6 O 4O CONSTRUCT ACCESS RAMP PER CITY STD. DWG. NO. 102 0 L_1p074, ST. LIGHT TYP O PARCEL 9 BCR F 11' 1 I EXISTING MEDIAN CURB `` 3� - G I 149.21' 2 O CONSTRUCT CROSS GUTTER (W=6') PER C17Y STD. DWG NO. 106-A � © t ' I d 1 3 v' 5 5 O � . 15350 >' 2 0 5 PM 9 STA. 4+54 9 I 5 - • v� • / 7YP Cl- OR/VEAPPROACH 6A IGH I TG b h 5 F + O6 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE PAID + (03 LIGHT I 5TH STREET 5+33. 1 / h F - 2 0 C INT. �p 6 2 � I 8 5' 0 © w/8' MAST ARM 4 �� // I MILLIKEN AVENUE 13+27.59 f5 f� ss s - 58.03 FOR AND COORDINATED BY THE DEVELOPER STA. 2+20 0'cf 6 Tc o N TC Q 6 �� I I 53.77 FS E h �`I N 57.90 .~ ►- ® 15 ST LIGHT , 2 TYP. 3 ECR , E �( 1+00 2+00 �' 3+00 1 "C.F. h I D Fs �' Fs Q W 6A INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 SIGNAL AND/OR L=284.01' 4+39.84 0 (� A - - - - - �• � L J LIGHTING STANDARD POLE WITH 15' LUMINAIRE AR, 2" CONDUIT SWEEP, h FL 10[ I 5 48 00.05'22"W 150.79' 09 OFFSET CROWN s Ss N00'05'22"W 149.21' CIL 55• K h15 �P LINE ,�,'6' w 58.03 LOX AND FOUNDATION PER CA':lh',aNS STANDARD PLAN #ES-6B. LUMINAIRE FS � s Q 8 N Tc W SHALL BE CUTOFF TYPE }� PHOTOELECTRIC UNIT. h�C 58 25 hhB 2 N 1 U ` ,�o��G 10' i ( hk6�G A/A` 54.87 F _ • • J 4�1 O8 ADJUST MANHOLE TO GRADE 2+00 F5 3+00 4+00 1 5+00 1 6 BC �'I LIP (n - - - - - I- ST. LIGHT 5 25 0"C F. x-225.39 N89 55'00"w 269.66' c/L ��G F 8/ `OI I I f�TE: o °f I h�� �P� 277 6B 2 15 0 o.c. QTYP 63 ©Q 15 CGrv5TRUICT 4•"NICIII P C.C. 5/DE�/AG,f'Civ=4 9 PCR CITY 5A9. D4/G. 103 FS �C N h� I L 1 I S�STREET STORMDRAIN 58 S¢6 �; EC 6 CL OP/VE APP40ACf{ -9 STA. 3+90 Q W 1 I / �/A a 1+57.83 62 w,35' M0bI�IED 5fv.52�5 6 58 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA - - F?s, o I IMPROVEMENT PLANS FOR o k /, ST LIGHT I / k � r 56 03 FS �WQ3 STD. DWG. N0. 307 ( CASE B ) Q L I I ONSITE OFFSITE DRAINAGE o 9 -� L- 200.39' i B I � hF5 3 hoc, w Q C01V57AVC7-,0,f .�f/�'�4f 1 PEP C173'S7D• DWG. W /0/ - 2 BCR / I I h 0 1+57.83 PARCEL 9 © 0 O Gv= P� RGAq ' (� 15 4+51.18 4 `� I I �n O ? I 0) k ©Q B )CCI-"OV6 Exis7//,/& 0U/cB H&0 C7 4)rrF-R STA. 3+4o s, Exlsnnrc PA 7 2 PM 15350 w O =lyJ ST LIGHT S MEDIAN i H Z W U)S p I r�'9� 3 CURB I ( P,M. 14 64 7 © ® © 63 IA(STAL1- 15 GAL. 57XEET TREE Pm NoTE5 W L EGEND ON 5H T. 1 I l(') ECR 1 I p I ,� ' Q + PAROL 7 ' 1 N 1 Z /N57,4LL RZ6(5) SIGN OV STREET LIGHT POLE. EXISTING ,) EXISTING a, _ N CURB do GUTTER I I P I I CURB � GUTTER CDAIST2UCT GU2851DEDR�lI1V OUTLET Pt2 CITY STD. fa7-G FV► P.M. 14 64 7 I 38• z ( L=15.53 hh �G J MU07Fi� ve/U/= ,9PPROi4GH, �/�/JFJ� D�J�9iC u j Q I I ( EC 3� 8 y.gam SG `� /1.0"-- 60' "-- I 'S 'S �4 Q I- •� Z �� 0 I 60 I I C hh��G hh F`' ADDC D COR&SIDE L)12A1A] 097LETS,51 DEWAUX,AAJD MOOIFIEP SHTS 1 R 5 TD ADD DRIVE APPROACHES, 6TREET I ® STREET' TIZEES PEIZ DRC Z002 - 40499 � �-'�� ]PEES'k5lPEWALKPER DRC 2001-gD493DYAEf�5C.ENG- 5TH STREET-STA. 2+50. 79 ADDED Dcdv ARPRUACH� 9/DE/1'i4L�'PE/eL3�POO 61 MILLIKEN AVENUE SEE THIS SHEET MATCHLINEFAIR QVIE � Ad_, NO. DESCRIPTION OF REVISION DATE CITY APPROVED 5TH S TfRIAWAY V►EW PLACF- _ _ y� ��'� W. �yc� ;= 0.100 ESs,o , Cl TY OF RANCHO CUCAMONGA � 0 Z 4 opt R. V,ti q�2 r ORFS � Co`' ° �' STREET IMPROVEMENT PLAN Lu �' Expires 5TH STREET AND FAIRWAY VIEW PLACE M % .�FL • CAIAT s * 5TH STREET STA 1+57.83 TO STA 5+33.01 I O' 'R �I.q/0 2,3q O56C I FL- 111 F R F CALIF FAIRWAY VIEW PLACE STA 1+00 TO STA 4+00 CURVE/LINE DATA CURVE/LINE DATA ; , . ;,:;4 .: 1 . ; ,. ` DELTA/BEARING RADIUS LENGHT/DIST. TANGEi�fT DELTA/BEARMG RADIUS LENGHT/DIST. TANGENT RE7R�lYINIG TL GRAPHIC SCALE Approved By DATE: !90 GURU /}•S SLO•o3FL J4ET/9//viNGCUR$ 40 0 20 40 80 CITY ENGINEER RCE N0. 24953 A 90'10'23" 35.00' 55.08' 35.11' G 10'00'00' 100.00' 17.45' 8.75' IVECE55RRy Slo TC �t5 AlEC€SS�/QI/ 0 a o B 89'49'37" 35.00' 54.87' 34.89' H N82'43'42"E - 93.76 - 51o.o6FG 60, Z F - 40' Q ROA ESS�N DESIGNED BY. '• � RECOMMENDED. 5C•5Z TL P.S FP`�ti JAJ � GRAPHIC SCALE C 10.00'00" 100.00' 17.45' 8. 75' ! 8949'38" 70.00' 109. 74' 69. 79' Q E N c�5 N E E R■ N c� Z o 40 0 20 40 80 LEGEND PARCEL 9 pR/I/EW19)'PET/9/L i D N80'05'00'E - 100. 74' - J N07'15'56"E - 93. 74' - Sc qL-,E i = zo 609 m 711 DRAWN BY: 937 801171-1 VIA LATA, 8LWrE 5 SHEET j „ EXP. 12/31/03 OS COLTON, CA 92324 5 14 40' E 109.49'38" 6500' 124.60' 92.53' K N89.49'38 E 36.00' 56.44' 35.89' ❑ tic rK door 703-OX 1 FAX(1W)7�oro� OF E N09'S4'38"E 100. 74' SAWCUT REMOVE AND REPLACE EXISTING A.C. PAVEMENT CITY STD. NO. 532 OFCFVL CA`V� CHECKED BY: _ DRAWING No. ` O � RX 54M 1 738 i 0:\54210\street\ 54210str_sht5.dwg 06/06/00 11:27 I 80.00' VC 54.64 OC I PVI STA 13+04,70E4 ,4 BENCH MARK PVI EI.EY ?074.58 CODE-B TYPE -BOLT STAMPING- SB.CO. BM 1 ING C SS I T STR^ ^ R W SPECIFIC SETTING-1" RND HD BOLT IN CONC. 0 091 SETT LA -LGH UCTURES EXISTING GROUND 0 .r � ♦oa ^ CURB. LOCATED 6 MI. N/E FROM THE CITY O WEST R ;, -- _ ___ ____ _ ^� wi OR TOWN OF ONTARIO COUNTY-SB. CO. AT IW ~- ISTING GROUND o + 0 + o �, Ax N '! o N/E CORNER MILLIKEN AVE. AND 4TH ST. ED +.o o ®= WEST R/W Z 0.5 FT W OF DROP-INLET ELEv.=1035.881 FT ^o 1W.001 / y AN BASIS OF BEARING - P.M. NO. 14647 IV -40 PW STA=9+32.06 v g Lo h PVI ELEV=1063.95 �i� �' n�►n ­CV � � cd I 060 'RIGHT LiVR& TTlr�`..WEST iVTT r C7 0- PROPOSED WEST ; I j ' , �' 80 a _ PVI STA - 13+04.70 I� W ^ , W TOP OF CURB m _ z w ui o PVI ELEJ - 1074.45 C m S .� �� LL EXISTING GROUND o a ""� .r g a g �' 0 .r sv &2 a �,�,� W ® C L v'� go i '` ►'i '`%# � a+, � � " .+ �^�• � � r�ci ^ °' r• rn�� moo W / - -. g � g Ag PROPOSED WEST » o � © + o * � n��l U- � _ ' EXIS11NG GROUND '4 ^ + 1055 RIGHT CURB y ` U - N , 8 00 -- TOP OF CURB ® C/L N o -�- "' M M o ^ o�,o o w +o N 3 065 WEST CUR t r r ao +�o F) 0 116 0^ to ,F. Pio ^o n r n N �� O Uco �� . ` � � - $ '. 400.00 7[i 11l0 '�. .t4� QCi. t� ��+ too aV O 1. 16 n -- _ iPYtSTA-9+32.06 , . . ._ _ -- , .. _., . ,-s-..,.. _._ _ PVI ST 13+04.7Q .. trllRB RN VVV VL. - - .a...r,�•s.- - / V0--a _ � . _ A. RETU . I PVI ELEV=1064.09' o r- PVI ELEV - 1074,58 ' Z PROPOSED FINISH i SURFACE ® C L in w 8 ' PROPOSED FINISH o �► �4 9'4 6/4 4/4 _ to EXISTING GROUND / - a _ 0 �' ^ W) � � cq ® EAST R/W _ .� -- = - y �'Sri g + s + 1 SURFACE C/L 0 ,� + o + o * � o 055 CL 'r -; �- W 00 8co w °' N L 1065 CL +o EXISTING GROUND - W Pi 11.16% ® EAST R/W y+ o m r / +o rr 40 + TAN + mr y - - 100.00' Vc o `- PROPOSED EAST F P U B +o +rn PIA STA-9+32.06 r o Z TO OFCURB R m 1 PVI LEV 1063,95 �- E _ _r _ __.__�� - ,.___ -_, _ .- - 44 E,4ST41R PROPOSED EAST Z - y ul o TOP OF CURB � � g o � - fA �"p� p ��Mpp ♦ O mA W g + o 3055 FAST CURB x'065 EAST CUR (V 0 1.16 PROFILE SCALES HORIZ.: 1 "=40' VERT. 1 '-4' 4+00 S+DO 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 6TH STREET 1 I o 1 ti I V J5 v 315�rl cST. FAIRWAY VIEW PL. 14+45.15 CIL INT,1 N O p I I I 6TH STREET 47+77.63 PARCEL 2I ® ® PARCEL 1BCRP.M. 15350+ PARCEL 3 STI w P.M. 15351S b ra I I 6STA. 12+30 r TYP® ECR 0 W 44 ST. LIGH7 13+48.7 1,� � � � � ? P.M. 15350 I I 6 STA. 13+39!^ 9+90 1 L=61.46' 137.85' LIIH 4 u � Q w % PARCEL 4 V ,� STA•c % i . la _ EX,F.H. TaBIZErLOC�ATE 'TY1. 6 ST. LIGHT0" CfL-9 u I: P.M. 15350 -- - a Y C.c.w.o. �3 4 a � - IL 1 7 3 I t 4 - �� - ti PA RCEL 9 O A 0 V K Q I e- Ig 122.57' • c 1 �G I I I �I W 4 I l • - - 6�6 B - 12+00 N 0 05'22"W 13 I-� I- O I - I 0 41 W o" CF • • - r� 9 11+00 I I 1 W i. 4 I 1 - -- G ®T`� �'9 �5�� 234.30' G3 A T`� x,141 00 D _ p c} Q� }.I E L. F.H. 7[7 SEZELOG�tTED p.,CF 15I P24PDSa) F. • • a --- D 8 , `� - 6) w'o F EXISTING R/W O I BY L.C.IN.D. rlJG. Al O. ® Q +50 t I 2 10+00 w 1 tq ' PROPOSED F,H. I 4 6 STA•LIGHT 9.72' s� I I I I I - 69 G � > I I I I PROP. CENTERLINE LLJW STA. 5+10 (03 I �5 9+00 L=13 85' BCR 1 1 ® 1.20' __ 49' -148.11' EC I I EXISTING TY�® ST. LIGHT I /ten ` __ l 383• L 12+10.85 13+44.70 r $� Ii I MEDIAN CURB O1r CF • W WLI 56.51' ' 162.66' 9 1 L=148.11' j • • • L g+ N10'28�35 8 50.51' 6 STA' BHT 0 ® I5 ®IS 4 �C I I I �/ a � - I W 1 - . , , - ----__ . - - • • • ���i 1 - `BC Q ECR I I o I I EXISTING CENTERLINE _ . o ) c 7+00 _ 10+56.76 9 �.. � I I I 0 58.03 A 332.98, O TC ® 6 I .N °R 6+00 -I ���B 2 V1 (I 3 I I 3 57.90 FS 5+00 8 \\`'� _I S g+70 m 'I' N0005'22"W o 15 STA• Q ) I1 I -- - -+ IZ v - -+ - -1 p E > > 6 LIGHT 16 }- v L=119.17' ST. Y 65.88' I EXISTING 58.03 CN REMOVE EXISTING CURB do GUTTER 1- 0 10 CURB do GUTTER ;►'l iCID Q 7c N - A' - - - E326 �+ NO + i% ® 62 G7 II 62' ZI Z I _ m-2 & M L-38.83 6+7 Lu ,19.17 ---77777- -12725 STA. 6+30 r PARCEL 6 6 T PARCEL 7 Z SC ST. LIGH 55+� 19.177 © � 2 P.M. 15350 6TH STREET b NI% h ttEss v P.M. 15350 SEE SHEET 4 0 5 s1IrJ p 11.E s � ZC.�3- /0-tiY.p PARCEL 8 marr PROPER7Y LINES m-rwEsu PARt=E[3 # AND 5 doDED A2IVEAA�d1CI16.SIDEtUU�LK,CURRS1GlEbe41 OF P.M. 15350 TD at' REMOVED rl'R CErMFICATE ® -- -- P.M. 15350 JUTLET5,5TIZ ET r-ICEES AND RELDWYD 5r1ZtZ OF G0Wn IAIUCE X10. SS4• FM LOT MERSEIz L1614M t FACE1•lYDRAAJT PER DRC 20101-004p_iq CONSTRUCTION NOTES N0. DESCRIPTION OF REVISION DATE ` 'Y - - APPROVED O1 CONSTRUCT 5" A.C. PAVEMENT OVER 4" AB PAVEMENT CITY OF RANCHO CU CA M ON GA 2O CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. NO. 104 4O CONSTRUCT ACCESS RAMP PER CITY STD. DWG. N0. 102 FAIR Y VIEW PLACE STREET IMPROVEMENT PLAN O6 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE PAID © &P0 -tw�.r. e'spoSiI7t Amrat- } Ia � ( s- Mir, I�• �Jf�>�'+ CURVE/LINE DATA FOR AND COORDINATED BY THE DEVELOPER w 1 FAIRWAY VIEW PLACE SO ADJUST SEWER MANHOLE TO GRADE DELTA/BEARING RADIUS LENGTH/DIST. TANGENT STA. 4+00 TO STA. 14+43.64 a ( ADJUST VALVE CAN AND LID TO GRADE FESS ff _ 10'23'13" 828.00' 150. 10' 75.26' 15 cotisr2UCT a« PCC. SI DEHIlaCK C rV=47 PE/Z Cl 7y STD. /03 �(�0 1 Approved By DATE: ®® IT l t� 10'2,3'7 3 872.00 158.08 79.26 O M Cy �� YV � ,rn -- �j �'�`' CITY ENGINEER RCE NO. 24953 0 CONSTRUCT CROSS GUTTER (W=10') PER CITY STD. DWG NO. 106-A 4 ,� - - - - - < � 89'26'26" 35.00' 54.64' 34.66' h m Z �-a O QROF E SS/pNq DESIGNED BY: RECOMMENDED: ( \ 10'23'13' 850.00' 154.09' 77.26' '� G4 2ELOCATt EXISTW6 STALE1T L IGhtT BY S C L� P�10 F'OIZ �OD12�Dtn//17"ED ICY DL"11tLOf='c:2 u� 5 No.45715 x � ����`OPRp P SHF9�Fti JAJ �,� _, 10CAS ,,.6 GRAPHIC SCALE 12-31-06 ® E1►1� 5 mQ 9z z E N . 1 N E E F� I N c:� t 10'23'13 872.00' 158.08' 79.26' - it 40 D 20 40 80 `65 4dJLJST L--7C/ST, POLL BOX TO NEN (aIZADE � tLi-PL1�CE UD V1IIT1a TRAr�'IC L1� - * LI'�- ESO * � N0. 54609 A DRAWN BY: SHEE1 r 10'23'13" 828.00' 150. 10' 75.26' _ UP. 12/31/03 937 �'°' LATA. STATE 500 _ ©® 62 CDIUSTIZLIC T U/ZIVE �APPtZOAC14 PE2 CITY STD. DWG. A10. f 0 f -T>PE C , K/ = PE1Z PLAN � !V1 �� +rj► CI • tl,�Ea► � � OS COLTON, CA 92324 6 OF 14 40 G 91'53'41" 35.00' 56. 14' 36.18' C;A/ '�G#f if V' sr CNti P ^K MW)7�OtD1 FAX(9M)�C"M ® 4 (P3 IIUS -ALL 15 &ALLDAI STREET TlZEE PE12 A10TES AND LL"GEAID ON SUT: ! ---�:a--� - qT � ` CHECKED BY: J/ (- ,-,' DRAWING NO. E OF CA�� JE� ���,(,�� 8'1,�-100 Q fob C OAI ST2 UC T C LIP8 51 D E DRAIN OUTLET PE-2 CITY -&TATAL)A/ZD 107 - c BA�.RA P.F�AAN ACE 548M DATE 1739 Q:A54110 ,st,eet 5421Ustr-shf6_dwg G8; '5/OU PM 15350 STREET DETAIL SHEET q NORTH I SOUTH R/W R/W R/W 60' TO VARIES 11' 44' 30' 9' 9' 38' TO VARIES 22' 22, 11' 6.5' 0.5' 2' 2X _1.707 1.70X r VARIES SAWCUT LINE 1X MIN. FUTURE FUTURE __---= 3MAXM SIDEWALK SIDEWALK —— BY OTHERS CURB AND CURB AND BY OTHERS GUTTER GUTTER EXIST. 6" CURB 5TH STREET AND EX. AC BERM PROP. SIDEWALK PER CONTRACTOR SHALL REMOVE AND CITY STD. 103 REPLACE EXISTING ALLIGATORED PROP. A2-8 CURB do GUTTER FAIRWAY VIEW PLACE AND/OR SUBSTANDARD PAVEMENT PER CITY STD. 104 AS DIRECTED BY CITY INSPECTOR. PROP. RT TURN LANE TYPICAL SECTION 6TH STREET EXISTING CURB do GUTTER NTS. TYPICAL SECTION TO BE REMOVED T.I.=7 RIGHT TURN LANE STA. 43+60.42 TO MILLIKEN AVE. T.I.=9 R/W EASEMENT 65't 47'± R/W 18' 63' SAWCUT & 47'* 7' 11' REMOVE 2' 0.5' 6.5' 9' SAWCUT & 2' 5' EXISTING REMOVE 2' AC, EXISTING 0.5' I.0% MIN —���' L -- X. FIL 4.5 —__ �� AC. 2� 1% MIN. i PROP. SIDEWALK PER 3% MA PROP. A.C. REMOVE EXISTING CURB CITY STD. 103 & GUTTER/AC BERM REMOVE EXISTING CURB A -8 CURB & GUTTER 8' CURB & GUTTER & GUTTER/AC BERM PER CITY STD, PER CITY STD. No,104 No,104P. MILLIKEN AVE . PROP. SIDEWALK PER CITY STD. 103 TYPICAL SECTION BUS BAY MILLIKEN AVE . TYPICAL SECTION STA. 12+70.84 TO 6TH. STREET T.I.=9 RIGHT TURN LANE STA. 13+84.87 TO 16+44.87 7.5' 10.0' 10,36' 7.77' 5.0' 2.5' 0.43' 0.97' 5.18' 2.59' 0.52' 1.16' 0.11' 11.72' 0.13' k2l a m STA. 25+42.38 1'R BEGIN FLARE STA. 25+51 STA. 51+98.01 SEE STRIPING END ❑F NOSE BEGIN FLARE AND SIGNING PLAN SEE STRIPING 11.0' AND SIGNING PLAN 10,99' IT MILLIKEN AVENUE 6TH STREET STA. 52+09 FLARE DETAIL FLARE DETAIL END OF NOSE N.T.S. N.T.S. NO. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PM 15350 STREET DETAIL SHEET Approved By DATE: CITY ENGINEER 10 RCE NO. 24953 ??,Of PSSoF�/may DESIGNED 8Y: � -- RECOMMENDED: co JAJ AE •CASc ,,/ o �. 54609 A F N C ■ N E R ■ N C T Z O DRAWN BY: _ SHEET EXP. 12/31/03 X_�� * OS 937 SOUTH VIA LATA 120F14 CII SUITE 500 N Orf OF L CHECKED BY: COLTON, CA 92324 DRAWING NO. PH. (909) 783-0101 FAX (909) 783-0108 / 7,39 Q:\54210\street\ 5421Ostr—sht12.dwg 06/06/00 13:32