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Home My WebLink About1803GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE " THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTiON- CURRENT EDITION, INCLUDING iTS ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CiTY OF RANCHO CUCAMONGA, 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WiTH THE SiTE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HiS OPERATIONS, WHETHER OR NOT SUCH FACILMI S ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CiTY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CiTY OR RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 5. All GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STARES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WiTHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6, ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER LTDLEY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 2s MIN. 2:1 MAY 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL i GROUND AND ALL SUB- GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING, 8. AT THE COMPLETION OF PAVING, A MATERIALS REPQRT SHALL BE SUBMITTED TO THE CITY E1rI1 R. LISTING All TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT ANT? GRADATION OF ASPHALT PAVING. 9 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CiTY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WiTH R -VALUE AND PAVEMENT TESTS TAKEN TO DE•ERM!NE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SWILL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE: 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 12. IF THE ASPHALT CONCRETE iS TO BE PLACED ON SUB- GRADE, A SOILS STERILANT REGISTERED BY THE EPA FOR USE UNDER AC. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION 15, CiTY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SiTE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILiTY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. GENERAL TELEPHONE METROPOLITAN WATER DISTRICT 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET UPLAND, CALIFORNIA 91786 BOX 54153 PR 1 -800- 482 -6711 LOS ANGELES, CA 90054- -0153 �RR (213) 217 -7474 W SOUTHERN CALIFORNIA GAS COMPANY COMCAST' 216 N. EUCLID AVENUE 1205 DUPONT ST. ONTARIO, CA 91762 ONTARIO, CA 91762 1 -800- 427 -2200 RES. (909) 983 -9895 i- 800 - 427 -2000 COMM, (PORTION OF RED HILL) �`- LAND CUCAMONGA COUNT`( WATER DISTRICT CHARTER COMMUNICATIONS SET& 9641 SAN BERNARDINO ROAD 6680 VIEW PARK COURT RIVERSIDE, CA. 92503 RANCHO CUCAMONGA, CA 91730 RANCHO CONSTRUCTION DEPT. C/O STUART KING (909) 343 -5165 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHWA BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND /OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY ONES SHOWN AND ANY OTHER UNES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SIWl BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND All LABILITY, REAL OR ALLEGED, IN CONNECTION WiTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES DR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WiTH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE LML'TIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT >A a I z, I NdRN R/W LANDSCAPE SETBACK VARIES 1/4 SEC, LINE AND rRDOOS[D C[ !K MAI - ar r u -1-r $ xt __L_ h rRDVOSm FAST 9/F u --O 11!• 1/119 RPEIINE 40' MIND PROPEmY 40' PROPERTY BLUEGRASS AVENUE STA 28 +25.68 TO STA 35 +33.02 T.L =6 R =70' NTS q R 66' ROW 11- 22' z2' 4' 2% 2x 27L ?1 Y R 1 04 Ra Rn Nam, 13 VINTAGE DRIVE STA 19 +53.46 TO STA 22 +69.84 T.I. =6 R =70 NTS 1/4 SEC. LINE AND BANYAN STREET STA 30 +00.00 -0 STA 35 +41.67 T.I. =8 NTS 1/4 SEC, LINE AND CL er L aASS � aIKF LARc d d 1 1 O'° J w wD Rmr?1NE CURB TRANSITION STA 35 +41.67 TO STA 36 +30.66 BANYAN STREET STA 36 +30.66 TO STA 39 +51.40 T.I. =8 R =70• NTS NORTH BOULEVARD, BLUEGRASS AVENUE, BANYAN S i RT -177, R/W "A LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. WII_._SON AVENUE, AND VINTAGE DRIVE 101' ROW - 0.5' MI 12 - 32' 32'- _OUAN TTTIES A TYPE iTH 15 SIGNAL AND /OR LIGHTING STANDARD POLE W 15' J7 CONSTRUCT 0.54' AC OVER 0.50' AGGREGATE BASE 90,303 SF E �8 T �) VARIES 13 3 WILSON AVENUE 209,759 SF STA, 10 +OO.DO TO STA. 19 +56.81 4 CONSTRUCT 0.33' AC OVER 0.33' AGGREGATE BASE T.I. =9 R =70 227 w 5 NORTH 41 rrNTS L %! 6 CONSTRUCT Al -8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD PLAN 104 I 114.50' TO 120.50' ROW - 7 CONSTRUCT D1 -8 CURB PER CITY OF RANCHO CUCAMONGA STD PLAN 104 38' LRI6 VA 5'MM 2'051c I-li 2r 12 MAX {-- lzu- 12- H-3T'_ LF 9 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD PLAN 106 -A GRADED SWALE- FL PER ALAN 1oR1 R/W 38' ( SECT" UNE - 1 5' MIN 2.0 5% MAWS 12' MAX- -1 r 12'- On GRADED SWALE- FL PER PLAN 3j' m' Im STREET IMPROVEMENT PLANS DAY CRFFK BOULEVARD, BLUEGRASS AVENUE, BANYAN S i RT -177, WORKS INSPECTORS OFFICE AT (909) 477 -2740 "A LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. WII_._SON AVENUE, AND VINTAGE DRIVE V) _ CONSTRUCTION_ NOTES _OUAN TTTIES A TYPE iTH 15 SIGNAL AND /OR LIGHTING STANDARD POLE W 15' 1 CONSTRUCT 0.54' AC OVER 0.50' AGGREGATE BASE 90,303 SF b 7R 94427 2 CONSTRUCT 0.46' AC OVER 0.50' AGGREGATE BASE 223,219 SF 3 CONSTRUCT 0.42' AC OVER 0.50' AGGREGATE BASE 209,759 SF STRIPING_NOTES 4 CONSTRUCT 0.33' AC OVER 0.33' AGGREGATE BASE 34420 SF 227 w 5 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD PLAN 102 41 EA AV-DITCH 6 CONSTRUCT Al -8 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD PLAN 104 10,846 LF 7 CONSTRUCT D1 -8 CURB PER CITY OF RANCHO CUCAMONGA STD PLAN 104 680 LF 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 4,500 8 CONSTRUCT A2 -8 CURB AND GUTTER PER CiTY OF RANCHO CUCAMONGA STD PLAN 104 16,420 LF 8,453 LF 9 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD PLAN 106 -A 2,613 SF 10 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD PLAN 106 -B 3,001 SF s' 11 CONSTRUCT MEDIAN TAPER PER CITY OF RANCHO CUCAMONGA STD PLAN 108 8 EA zx M MAX 12 CONSTRUCT MEDIAN FLARE PER CITY OF RANCHO CUCAMONGA STD PLAN 109 i * * 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD 103 (WIDTH PER PLAN) „6,483 106,994 SF � 1 14 - CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131 -A __ 20 EA 15 -ADJUST MANHOLE FRAME & COVER TO GRADE (SEWER & STORM DRAIN MH) 45 EA 16 CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA STD PLAN 119. (MODIFIED PER PLAN) 4 EA 17 ADJUST VALVE COVER TO GRADE (WATER MAIN) 89 EA 18 -MODIFY AND ADJUST MANHOLE TO GRADE BY MIND FORCES AND STANDARDS 1 EA 19 SAW CUT AND REMOVE AC PAVEMENT _ 993 SF 20 -PROTECT IN PLACE 21 FEATHER A/C PAVEMENT FOR SMOOTH JOIN 1 EA * 22 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS it EA NOSCwc 23 CONSTRUCT STREET LIGHT 9500 LUMEN PER CiTY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 67 EA 31 II14 K VARIES # INSTALL 22 000 L HPSV TYPE 15 15' ARM 2" CONDUIT PER CALTRANS STD P ES 68 0 501JM R/W 31 LAN # - N SHEET i3 10 EA INSTALL 22,000 L HPSV, TYPE 19, 4 -80, 15' ARM, 2" CONDUIT PER CALTRANS STD PLAN #ES -6R ON SHEET 13 6 EA *�- INSTALL 22,000 L HPSV, TYPE 24 OR 26, 4 -80, 15' ARM, 2" CONDUIT PER CALTRANS STD PLAN #ES -6R ON SHEET 13 6 EA 24 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN 300, 304, AND 305 17 EA 25 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD PLAN 307 17 EA 26 CONSTRUCT RETAINING WALL PER CiTY OF RANCHO CUCAMONGA STD PLAN 604, DETAILS AND SPECIAL NOTES ON SHEETS 20 AND 21 2,550 LF 2 27 NOT USED CONSTRUCT CURBSIDE DRAIN ouTtET PER 6(7YOF 2_141CN0 ea"MOAh4A SrD )PCAAI 1417 -A 2 EA 28 CONSTRUCT Di -6 CURB PER CITY OF RANCHO CUCAMONGA STD PLAN 104 749 LF INUSnsc 29 CONSTRUCT TEMPORARY 5800 LUMEN STREET LIGHT ON WOOD POLE 4 EA aT6.c" VARIES 30 PVC 2 RAIL FENCE PER LMD PLANS N/A 31 COMMUNITY TRAIL PER LMD PLANS N/A 22 32 NOT USES _CONSTRUCT V -D T H PER DETA,I s ON SyT 12 1,026 LF 33 INSTALL 2" CIA. INTERCONNECT CONDUIT PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS 4,570 LF 34 INSTALL PULL BOX #5 PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS 23 EA * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WiTH CITY TRAFFIC SECTION. SEE SHEET 1 FOR FULL STREET LIGHT DESCRIPTIONS AND TYPES * * REFER TO LANDSCAPE ARCHITECTS PLANS FOR BASIC SIDEWALK LAYOUT. FOR SIDEWALK ALIGNMENT `TT�F 14'cu. 'TH 944g(s=9 -SHEET 11 - WL..SON AVENUE 4R 946" 5i'G°3 9444 °'fl TRACT 144911 SHE 1 9 - TRACT 14493 4G°3 944�I� =9 cm 00 l NIAP w SHEET 12- (SHEET WL RON AVE NLk v u C, APPROVAL IN CONTACT THE CITY PUBLIC WORKS INSPECTORS OFFICE AT (909) 477 -2740 --- -�_ LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. z @B V) 2' BENCH yTHyE,,/FIEELLD,, S T 1.iV FU NOTES INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE iTH 15 SIGNAL AND /OR LIGHTING STANDARD POLE W 15' - 13' 12' COMMUNITY TML - 22 ` b 7R 94427 SOUTH LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. 1- 1 I4AP STRIPING_NOTES OUANTfT1ES 41 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CiTY Of RANCHO CUCAMONGA STD PLAN 133 227 w E) PAW BiTE Ell-B& TEARY �� SCHOOL SITE MEJ( ET C4 n 0 w � = Q Ln b SHEET 14 N C w 210 v=i FREEWAY sam+ APPROVAL IN CONTACT THE CITY PUBLIC WORKS INSPECTORS OFFICE AT (909) 477 -2740 --- -�_ LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. 2' BENCH yTHyE,,/FIEELLD,, S T 1.iV FU NOTES INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE iTH 15 SIGNAL AND /OR LIGHTING STANDARD POLE W 15' - 13' 12' COMMUNITY TML - 22 ` LUMINAIRE ARM, 2" CONDUIT SWEEP, AND SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC INSTALL 22,000 L HPSV STREET LIGHT ON FOUNDATION PER CALTRANS STANDARD PLAN #ES -6B. LUMINAIRE INDEX MAP UNIT. A TYPE 19,4 -80 SIGNAL AND /OR LIGHTING STANDARD POLE WITH NTS WiLSON AVENU46 PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS STD PLAN 39A 1,847 LF STA. 21 +02.81 TO STA_ 29 +39.5 T.I. =9, R =70 47 INSTALL TYPE "G" RAISED PAVEMENT MARKINGS PER CITY OF RANCHO CUCAMONGA STD PLAN 133 12,451 LF NTS 2 SEE 5 HT O 12 a 48 NOT USED - SOUTH 49 PAINT DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 11,477 LF 120.50' TO 126.50' ROW 50 PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 2,090 LF CENTIERUmE OF 51 PAINT 4" SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 3,528 LF CONSTRUCTION s 52 PAINT 4" SOLID WHiTE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 - '- 14' -:32' 6' --. -5' fY 2' O- �7 I WILSON AVENUE STA. 29+39.53 TO STA. 35 +32.35 T.I. =9 R =70 NTS eENCN 31 53 PAINT 4" WIDE BROKEN WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 12,522 LF 54 PAINT TYPE I ARROWS 6 EA 55 CONSTRUCT STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401 -A AND 401 -8 11 EA 0 56 PAINT LANE DROP MARKINGS PER CALTRANS DETAIL 37A 300 LF V -DITCH 57 INSTALL MARKER TYPE "A" PER DETAIL 40A CALTRANS STD PLAN A20D 140 LF 58 CONSTRUCT TEMPORARY BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131 -A 1 EA 59 INSTALL CLASS 1 FLEXIBLE POST DELINEATOR PER CITY OF RANCHO CUCAMONGA STD PLAN 130 14 EA 60 PAINT AC BERM WITH WHITE REFLECTOR PAINT 680 LF WEST SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF FUTURE CONSTRUCTION AREA FUTURE R/W THE UTUTiES OR STRUCTURES CONCERNED BEFORE STARTING WORK. IMPROVEMENTS r IMPROVEMENTS W�sT W EAST 88' ROW - 't R R/W 12' 32' 12' EXIST 2 101' -117' WEST EAST FUTURE / 7'- 12' --1-- 32' 10' TO 14'1- - - -32' 5 6' 4•_2 MIN R/W R/W R/W 0. 102' ROW MIN 12' r 32' 10' TO 14' 32' 16' 24 MIN 6'--{ SS II CLASS II o.IN E LANE BIKE LANE 10' MINI �� EASEM x % 2x ;.W}1 EN7 LANDSCAPE SETBACK LANDSCAPE B 6 13 SETBACK VARIES 1 0 DAY CREEK BLVD STA. 10 +45.57 TO STA. 20 +14.79 T.I. =10.5 R =70 NTS EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS. DATED - MARK WARE - L.S. NO. 5820 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED RICE OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED RCE OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. EAST R/W _CLASS 11 I CLASS II L.�1 MIN VARIES CL GRADED BIKE 2x E BI'* LANE I 0.5 6' L^1 Q�pF E$S �Oh 2X 2x 2x 2X QUO pNp J. OO 6 O O`I.. _ LANDSCAPE LANDSCAPE ...-.� - 2x MIN. 1 OR 2 1 OR 2 SETBACK SEI BACK ) - 211 0 VARIES VARIES _ 3 0 No. 36052 m DAY CREEK BLVD ��JJJ ,,, „1 Oi STA. 20 +14.79 TO STA. 30 +40.92 MEANDERING 8 DAY_ CREEK_ BLVD. Exp.6 30 2004 -:0 T.I. = 10.5 R =70' O STA 30 +40.92 TO STA. 62 +22.54 STA, 62 +22.54 TO STA. 72 +42.17 9 C I V 1 T.I. =9 R =70 88' WIDE I T� NTS T.I. =8 R =70 OE' CAL \F NTS _ VICINITY MAP NOT TO SCALE SHEET INDEX 1 TITLE SHEET 2 DAY CREEK BOULEVARD - STATION 10 +45.57 TO STATION 18 +50.00 3 DAY CREEK BOULEVARD - STATION 18 +50.00 TO STATION 31 +00.00 4 DAY CREEK BOULEVARD - STATION 31 +00.00 TO STATION 42 +00.00 5 DAY CREEK BOULEVARD - STATION 42 +00.00 TO STATION 53 +00.00 6 DAY CREEK BOULEVARD - STATION 53 +00.00 TO STATION 63 +00.00 7 DAY CREEK BOULEVARD- STATION 63 +00.00 TO STATION 72 +42.17 8 BLUEGRASS AVENUE - STATION 28 +25.68 TO STATION 36 +07.25 9 BANYAN STREET STATION 30 +00.00 TO STATION 38 +00.00 10 BANYAN STREET STATION 38 +00.00 TO STATION 40 +93.78 11 WILSON AVENUE- STATION 10 +00.00 TO 21 +50.00 12 WILSON AVENUE- STATION 21 +50.00 TO 32 +DO.DO 13 WILSON AVENUE - STATION 32 +00.00 TO 34 +80.05 14 VINTAGE DRIVE STATION 19 +53.46 TO STATION 22 +69.84 15 ULTIMATE SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD - STATION 10 +00.00 TO STATION 28 +00.00 AND TRAFFIC CONTROL GENERAL NOTES 16 ULTIMATE SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD - STATION 28 +00.00 TO STATION 72 +42.17 17 ULTIMATE SIGNING AND STRIPING PLAN: BLUEGRASS AVENUE 27 +50.00 TO STATION 36 +17.51, AND VINTAGE DRIVE 17 +19.72 TO STATION 22 +05.52 18 ULTIMATE SIGNING AND STRIPING PLAN: WILSON AVENUE - STATION 10 +00.00 TO STATION 36 +00.00 19 INTERIM SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD- WILSON AVENUE TO STATION 72 +43.05 WILSON AVENUE -DAY CREEK BOULEVARD TO STATION 36 +00.00 20 RETAINING WALL PLAN - WILSON AVENUE 21 RETAINING WALL PLAN - BANYAN STREET, VINTAGE DRIVE, DAY CREEK BOULEVARD i� DETAIL SHEET I //-,/-o) y C� �L4 pFESSlO - �r Sf Q�p 5820 r' . Q CJ Z cO 3►K T Exp * 2 �(z(31 ( s q acv � t OF C Ault ^ dVN- - �" wRCn ,2. 1002 rGx 15 LUMINAIRF,.ARM, 2 CONDUIT SWEEP, AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 24 OR 26,4 -80 SIGNAL AND /OR LIGHTING STANDARD POLE WITH 15' LUMINAIRE ARM, 2" CONDUIT SWEEP, AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6R. SOUTH LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT. STRIPING_NOTES OUANTfT1ES 41 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CiTY Of RANCHO CUCAMONGA STD PLAN 133 227 EA 42 PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A THRU A24E AS INDICATED ON PLANS 138 EA AV-DITCH 43 PAINT 12" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A24E 1,966 LF 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 4,500 LF 45 PAINT 6' WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN 39 8,453 LF WiLSON AVENU46 PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS STD PLAN 39A 1,847 LF STA. 21 +02.81 TO STA_ 29 +39.5 T.I. =9, R =70 47 INSTALL TYPE "G" RAISED PAVEMENT MARKINGS PER CITY OF RANCHO CUCAMONGA STD PLAN 133 12,451 LF NTS 2 SEE 5 HT O 12 a 48 NOT USED - SOUTH 49 PAINT DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 11,477 LF 120.50' TO 126.50' ROW 50 PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 2,090 LF CENTIERUmE OF 51 PAINT 4" SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 3,528 LF CONSTRUCTION s 52 PAINT 4" SOLID WHiTE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 - '- 14' -:32' 6' --. -5' fY 2' O- �7 I WILSON AVENUE STA. 29+39.53 TO STA. 35 +32.35 T.I. =9 R =70 NTS eENCN 31 53 PAINT 4" WIDE BROKEN WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 12,522 LF 54 PAINT TYPE I ARROWS 6 EA 55 CONSTRUCT STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401 -A AND 401 -8 11 EA 0 56 PAINT LANE DROP MARKINGS PER CALTRANS DETAIL 37A 300 LF V -DITCH 57 INSTALL MARKER TYPE "A" PER DETAIL 40A CALTRANS STD PLAN A20D 140 LF 58 CONSTRUCT TEMPORARY BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131 -A 1 EA 59 INSTALL CLASS 1 FLEXIBLE POST DELINEATOR PER CITY OF RANCHO CUCAMONGA STD PLAN 130 14 EA 60 PAINT AC BERM WITH WHITE REFLECTOR PAINT 680 LF WEST SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF FUTURE CONSTRUCTION AREA FUTURE R/W THE UTUTiES OR STRUCTURES CONCERNED BEFORE STARTING WORK. IMPROVEMENTS r IMPROVEMENTS W�sT W EAST 88' ROW - 't R R/W 12' 32' 12' EXIST 2 101' -117' WEST EAST FUTURE / 7'- 12' --1-- 32' 10' TO 14'1- - - -32' 5 6' 4•_2 MIN R/W R/W R/W 0. 102' ROW MIN 12' r 32' 10' TO 14' 32' 16' 24 MIN 6'--{ SS II CLASS II o.IN E LANE BIKE LANE 10' MINI �� EASEM x % 2x ;.W}1 EN7 LANDSCAPE SETBACK LANDSCAPE B 6 13 SETBACK VARIES 1 0 DAY CREEK BLVD STA. 10 +45.57 TO STA. 20 +14.79 T.I. =10.5 R =70 NTS EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS. DATED - MARK WARE - L.S. NO. 5820 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED RICE OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED RCE OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. EAST R/W _CLASS 11 I CLASS II L.�1 MIN VARIES CL GRADED BIKE 2x E BI'* LANE I 0.5 6' L^1 Q�pF E$S �Oh 2X 2x 2x 2X QUO pNp J. OO 6 O O`I.. _ LANDSCAPE LANDSCAPE ...-.� - 2x MIN. 1 OR 2 1 OR 2 SETBACK SEI BACK ) - 211 0 VARIES VARIES _ 3 0 No. 36052 m DAY CREEK BLVD ��JJJ ,,, „1 Oi STA. 20 +14.79 TO STA. 30 +40.92 MEANDERING 8 DAY_ CREEK_ BLVD. Exp.6 30 2004 -:0 T.I. = 10.5 R =70' O STA 30 +40.92 TO STA. 62 +22.54 STA, 62 +22.54 TO STA. 72 +42.17 9 C I V 1 T.I. =9 R =70 88' WIDE I T� NTS T.I. =8 R =70 OE' CAL \F NTS _ VICINITY MAP NOT TO SCALE SHEET INDEX 1 TITLE SHEET 2 DAY CREEK BOULEVARD - STATION 10 +45.57 TO STATION 18 +50.00 3 DAY CREEK BOULEVARD - STATION 18 +50.00 TO STATION 31 +00.00 4 DAY CREEK BOULEVARD - STATION 31 +00.00 TO STATION 42 +00.00 5 DAY CREEK BOULEVARD - STATION 42 +00.00 TO STATION 53 +00.00 6 DAY CREEK BOULEVARD - STATION 53 +00.00 TO STATION 63 +00.00 7 DAY CREEK BOULEVARD- STATION 63 +00.00 TO STATION 72 +42.17 8 BLUEGRASS AVENUE - STATION 28 +25.68 TO STATION 36 +07.25 9 BANYAN STREET STATION 30 +00.00 TO STATION 38 +00.00 10 BANYAN STREET STATION 38 +00.00 TO STATION 40 +93.78 11 WILSON AVENUE- STATION 10 +00.00 TO 21 +50.00 12 WILSON AVENUE- STATION 21 +50.00 TO 32 +DO.DO 13 WILSON AVENUE - STATION 32 +00.00 TO 34 +80.05 14 VINTAGE DRIVE STATION 19 +53.46 TO STATION 22 +69.84 15 ULTIMATE SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD - STATION 10 +00.00 TO STATION 28 +00.00 AND TRAFFIC CONTROL GENERAL NOTES 16 ULTIMATE SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD - STATION 28 +00.00 TO STATION 72 +42.17 17 ULTIMATE SIGNING AND STRIPING PLAN: BLUEGRASS AVENUE 27 +50.00 TO STATION 36 +17.51, AND VINTAGE DRIVE 17 +19.72 TO STATION 22 +05.52 18 ULTIMATE SIGNING AND STRIPING PLAN: WILSON AVENUE - STATION 10 +00.00 TO STATION 36 +00.00 19 INTERIM SIGNING AND STRIPING PLAN: DAY CREEK BOULEVARD- WILSON AVENUE TO STATION 72 +43.05 WILSON AVENUE -DAY CREEK BOULEVARD TO STATION 36 +00.00 20 RETAINING WALL PLAN - WILSON AVENUE 21 RETAINING WALL PLAN - BANYAN STREET, VINTAGE DRIVE, DAY CREEK BOULEVARD i� DETAIL SHEET I //-,/-o) y C� �L4 pFESSlO - �r Sf Q�p 5820 r' . Q CJ Z cO 3►K T Exp * 2 �(z(31 ( s q acv � t OF C Ault ^ dVN- - �" wRCn ,2. 1002 rGx o o o o° z c0 EXISTING GROUND . _ _. 0 00 o + o _ o r z g PROPOSED - U �. -, .e+- 22� nr o ® Cl - - o n EASTERLY o x i o _ + - m y fASTf L MEDIAN + C:) ° + M CURB O Q . ^: ,� -_O �_.: OF-- -N Ot+- �a .yam _ Or•N .. H i p 'O a_. ! .. Qrf +< u'1 to 1460 - ^ + a y 5.19% m n- m _ - c + O �- y _ i V r g y o °, a o + rnr 'T 7?' - o rnµ - PROPO ED WESTERLY U u an' - +o O `1 �J U TOP Of __. ..__, :<y o. :a . _.. .+ ,� _... y: --.:. ___. _. ra- �,ri7.1'Ox . -__ 1�. _. _._ -_. �. ,c�.- oo� .•1 ,n mo,n r, + 00 a �- - . __ . n TOP OF CURB M w - o t i + PROPOSED EASTERL MEDIAN 4 J X N a TOP OF CU v o _ cc o> N + Ln Ln 4r -_ . + 6 t ,� i EXISTING GROUND PROPOSED' rn n ao n� % WE TC PER _. - -: -' _ __ _ <_ $ N . Q . ° ° - 92 j A TR 9a% !i r CL W STERLY MEDIAN m Q b 10 + - -- - -- : C L NS PLANS S g OP OF CUB Cd +N o EXISTING WESTERLY �m o o r ± o .� : b fib. QD a a w �30A z U TOP OF CURB �z� or gp9 °gym: w q v. l m o f t �ro A °i� _: n�"�: _, -:� 5��% q. M0 _ ^rn. _ 6 M n t� � c� oJ,t EXISTING FiR15HED a T� _ _ n C) + o rn : sa- *? to t * N_ °o _ . _ PROPOSED SURFACE ®CL + 25 r° .° .: c� . ar n o ,r r 02 a +ono €XtST!NC GROIiND o ut!4 _. + m PROPOSEb EASTERLY _ r ri `t L% m ua u xv- o o ° WESTERLY MEDIAN 39' RIGHT OF CL 5 0 = A - - 0 .� AND WESTERLY MEDIAN _ - °o °O `u` TOP OF CURB l -j. Jr .r TOP OF CUR$ - o 1460 O J U rn �� ' Nor °o ±cc cs N 69 l °. _ + + � 6 PRbPOSfD _ " i 524 4- �- - aiv'n ua + 98 %: i °o' �fv gp% m n �r rzJ v4h , o _ o EASTERLY OF CURB 00 PROPOSER Y MEOIAN m . $ o _ C _ + o�:r ;r o m v TOP CURB o : oo. r a pp T EXISTING GROUND - - - - n - ��:� - . ® RIGHT OF CL - - EX15T1 GROUND A m j LO qt to ° .:.. - $o r TC RI HT OF CL to 1460 - F o l aS N ° o+ ,! - +j 6.567 -. - _ EXISTINGASIfRLY - - g + �q'� OD ,-., a o m u r o °o r + r - _ F - FRli.. U N r Z n r. ... __- OPOSED EASTERLY t� Z + v 9e g - 6 m . v °o __ TOP OF CURB a o 4,62x . o 1460 ^ o 1- 8 o ✓ °n 1 PROPOSEII DISiERLY � Mar o _ 0 0 _ n r } + v _ TOP F UR a r ac m o $ u� i_ 0 C B r to S + + ' co N : o- . _ - C{3NTRACTOR TO 'VERIFY r + co Z ° - - m� . r ` : -- ": PRIOR TO BEGINNING °o LO EAST TC PE12 JOIN EXiSTfNG " PER : CONSTRUCTION + ao .E SCALE - - CALTRANS CONTRACT NO 08 -44341 t eD < rHORIZ: I "= 40' CALTRANS PLAN _ r 1 "- g, VER 7 +00 8 +00 J J 9 +00� 10 +00 II 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 PLAN SCALE 210 FREEWAY CONSTRUCTION AREA N W 25 "r ~_ HORI7.: 1 "= 40' d O) W J J M 24 J H J J J d J h J J �.a ~ r F-' _- EXISTING IMPROVEMENTS PER > - 00 J J J J cS cv h CALTRANS ' n ° 0D ° h °� 1)°v° °o °0 23 0 0 °o °o CALTRANS CONTRACT m w coNSTRUCTION Ln m W h ° o N U) h m a n\ R/W UNE ° iv �\ 23 U r\ r o r 3 M r N0. #08- 443411 m 0_ un ° a Q Z^ U U u� Q li m Il a Q ll w 9 II U w a ° 23 23 (n U o nu> U its¢ E m w mU E^ EC mom rAr E N m + uJ + cD N m O U O II (n 00 U N O E cn U Cn (n .. O U O W NO %' Od O� !n O>� (n O�JN NF-- fn V)NJ >V) . (nNM (D- O !nh(Or Z Z�Oh N00 m� N~ O~ O+ O 00~ V �'�. O� O¢ �� CDFO- Z ,t � ; ¢Z .- Q u� r7 Q a0 O r- N Cy Z u) O Z N M N Z uJ O O) N ° Z O-- Q ¢ 0°0 ujN Z O O Cn .- h p, �t O r7 r GIL p r cp np m 'D I") (D ¢ d' CaJ h 0000 h OO d' Qh_ ¢cD cD u% ac0- r7 uD QhuiN Q . + wa \ D'+. cD }M 1 , D_CO N 0_,+. - " ae 06 N 0' +N H +MO O'd0• `nr �� r N� w+ r r Q Cn r p N �O J N O) J ~I N-7 + Z N 00 F- N r r N F-- N J J to +00 t-- N In O �O 'Z �t N Op Ni N LC) + 1 � QR)+ QSOON O� ±� Q ±r II QU) Nd QuDN �(V N Q N� Q ¢,l7 r7Q QM N� �� Md' to cD� 4 O +O + +� +Ln + U ao v -m 0 .1 U•-D3U U U� U U� v� rm r� rn mm m� _ _ = l - NO2'2T4- 2- -- �i _ CACTRAhTS CENT7 =RUNE _.._ -- -- - - - - -- �I 15 - - - - - - - - „2 + (S00-07'39-W)- PER CALTRANS_+ 1 t_ +gg_ N01'03'1 3 "W - PROPOSED 72" RCP S.D. PER CALTRANS IMPROVEMVENTS 199.833�� -- - j -- - _ -- R / 1 CID o tD II N (n / r NC 148-B A °0 o 19 Z + L 11.83' dm EX1ST1liG GROUND :@ d N; =.�: W � r O 0_ AT N EXISTING GROUND $ : Q (n O r- -, _ . F �v 273.33' 37 iEF7 OF CL _j Ln U 11 > THE N.E.C. HIGHLAND D m 39 LEFT OF CL _ -- _.._ : ,- CD U) �.- , �:- oo,� M o Of ¢ R/W 66 � N.NCL HIGHLAND z JJ LO of - o -. v UU •-mod _ �- ,°n w AVE., OF CL > UDC II 3 ( _ co CRFFK EfIWANDA AVE. AT THE N.W.C. a+ Cl- In a X v DROP IN BOX FOR - n _ €X1ST7RIG tAtPROV€M£ S - E w De z ro o Co cv' o rn (3 ci ui n DRAT -�' T. SET STD. BRASS / � PER CALTRANS CONTRACT ND. 08 443411: _ N O O: w ~ o r _ : _ - o° '- ly `O m ° N DISK. DISK. i' r7 06 F v o N I: 34 o - EXtSfiNG' _ c� ° . i - ELEV. 1432.612 23 34 h m °° w U- PROPOSED WESTERLY 37' LEFT OF CL m �+" h uO a d (n Z \ w D_ �_ U mU TOP OF CURB a w o � U) ¢ b 0' ^¢ E° m U n N N N v- o C) . v r$ Zrn)Q U u) V In l :� _ - _, _: o do �r �� U O o o o o° z c0 EXISTING GROUND . _ _. 0 00 o + o _ o r z g PROPOSED - U �. -, .e+- 22� nr o ® Cl - - o n EASTERLY o x i o _ + - m y fASTf L MEDIAN + C:) ° + M CURB O Q . ^: ,� -_O �_.: OF-- -N Ot+- �a .yam _ Or•N .. H i p 'O a_. ! .. Qrf +< u'1 to 1460 - ^ + a y 5.19% m n- m _ - c + O �- y _ i V r g y o °, a o + rnr 'T 7?' - o rnµ - PROPO ED WESTERLY U u an' - +o O `1 �J U TOP Of __. ..__, :<y o. :a . _.. .+ ,� _... y: --.:. ___. _. ra- �,ri7.1'Ox . -__ 1�. _. _._ -_. �. ,c�.- oo� .•1 ,n mo,n r, + 00 a �- - . __ . n TOP OF CURB M w - o t i + PROPOSED EASTERL MEDIAN 4 J X N a TOP OF CU v o _ cc o> N + Ln Ln 4r -_ . + 6 t ,� i EXISTING GROUND PROPOSED' rn n ao n� % WE TC PER _. - -: -' _ __ _ <_ $ N . Q . ° ° - 92 j A TR 9a% !i r CL W STERLY MEDIAN m Q b 10 + - -- - -- : C L NS PLANS S g OP OF CUB Cd +N o EXISTING WESTERLY �m o o r ± o .� : b fib. QD a a w �30A z U TOP OF CURB �z� or gp9 °gym: w q v. l m o f t �ro A °i� _: n�"�: _, -:� 5��% q. M0 _ ^rn. _ 6 M n t� � c� oJ,t EXISTING FiR15HED a T� _ _ n C) + o rn : sa- *? to t * N_ °o _ . _ PROPOSED SURFACE ®CL + 25 r° .° .: c� . ar n o ,r r 02 a +ono €XtST!NC GROIiND o ut!4 _. + m PROPOSEb EASTERLY _ r ri `t L% m ua u xv- o o ° WESTERLY MEDIAN 39' RIGHT OF CL 5 0 = A - - 0 .� AND WESTERLY MEDIAN _ - °o °O `u` TOP OF CURB l -j. Jr .r TOP OF CUR$ - o 1460 O J U rn �� ' Nor °o ±cc cs N 69 l °. _ + + � 6 PRbPOSfD _ " i 524 4- �- - aiv'n ua + 98 %: i °o' �fv gp% m n �r rzJ v4h , o _ o EASTERLY OF CURB 00 PROPOSER Y MEOIAN m . $ o _ C _ + o�:r ;r o m v TOP CURB o : oo. r a pp T EXISTING GROUND - - - - n - ��:� - . ® RIGHT OF CL - - EX15T1 GROUND A m j LO qt to ° .:.. - $o r TC RI HT OF CL to 1460 - F o l aS N ° o+ ,! - +j 6.567 -. - _ EXISTINGASIfRLY - - g + �q'� OD ,-., a o m u r o °o r + r - _ F - FRli.. U N r Z n r. ... __- OPOSED EASTERLY t� Z + v 9e g - 6 m . v °o __ TOP OF CURB a o 4,62x . o 1460 ^ o 1- 8 o ✓ °n 1 PROPOSEII DISiERLY � Mar o _ 0 0 _ n r } + v _ TOP F UR a r ac m o $ u� i_ 0 C B r to S + + ' co N : o- . _ - C{3NTRACTOR TO 'VERIFY r + co Z ° - - m� . r ` : -- ": PRIOR TO BEGINNING °o LO EAST TC PE12 JOIN EXiSTfNG " PER : CONSTRUCTION + ao .E SCALE - - CALTRANS CONTRACT NO 08 -44341 t eD < rHORIZ: I "= 40' CALTRANS PLAN _ r 1 "- g, VER 7 +00 8 +00 J J 9 +00� 10 +00 II 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 PLAN SCALE 210 FREEWAY CONSTRUCTION AREA N W 25 "r ~_ HORI7.: 1 "= 40' d O) W J J M 24 J H J J J d J h J J �.a ~ r F-' _- EXISTING IMPROVEMENTS PER > - 00 J J J J cS cv h CALTRANS ' n ° 0D ° h °� 1)°v° °o °0 23 0 0 °o °o CALTRANS CONTRACT m w coNSTRUCTION Ln m W h ° o N U) h m a n\ R/W UNE ° iv �\ 23 U r\ r o r 3 M r N0. #08- 443411 m 0_ un ° a Q Z^ U U u� Q li m Il a Q ll w 9 II U w a ° 23 23 (n U o nu> U its¢ E m w mU E^ EC mom rAr E N m + uJ + cD N m O U O II (n 00 U N O E cn U Cn (n .. O U O W NO %' Od O� !n O>� (n O�JN NF-- fn V)NJ >V) . (nNM (D- O !nh(Or Z Z�Oh N00 m� N~ O~ O+ O 00~ V �'�. O� O¢ �� CDFO- Z ,t � ; ¢Z .- Q u� r7 Q a0 O r- N Cy Z u) O Z N M N Z uJ O O) N ° Z O-- Q ¢ 0°0 ujN Z O O Cn .- h p, �t O r7 r GIL p r cp np m 'D I") (D ¢ d' CaJ h 0000 h OO d' Qh_ ¢cD cD u% ac0- r7 uD QhuiN Q . + wa \ D'+. cD }M 1 , D_CO N 0_,+. - " ae 06 N 0' +N H +MO O'd0• `nr �� r N� w+ r r Q Cn r p N �O J N O) J ~I N-7 + Z N 00 F- N r r N F-- N J J to +00 t-- N In O �O 'Z �t N Op Ni N LC) + 1 � QR)+ QSOON O� ±� Q ±r II QU) Nd QuDN �(V N Q N� Q ¢,l7 r7Q QM N� �� Md' to cD� 4 O +O + +� +Ln + U ao v -m 0 .1 U•-D3U U U� U U� v� rm r� rn mm m� _ _ = l - NO2'2T4- 2- -- �i _ CACTRAhTS CENT7 =RUNE _.._ -- -- - - - - -- �I 15 - - - - - - - - „2 + (S00-07'39-W)- PER CALTRANS_+ 1 t_ +gg_ N01'03'1 3 "W - PROPOSED 72" RCP S.D. PER CALTRANS IMPROVEMVENTS Underground Service Alert Cal: TOLL FREE 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG E3 a N73.35'32 � �- } a 17 1 17 rF D N00 25 55.` it , , 154 (N00.07'39 -E) -- �56NO3'16'33 "E ¶¶ - 0. �- I - �7 +714 t _15 � 199.833�� -- - j -- - _ -- R / 1 CID o tD II N (n / r 11'07'51' A °0 o 19 Z II + L 11.83' dm Z > d N; =.�: W � r O 0_ mU 0) N m Q (n O d F Z 273.33' Ln d _j Ln U 11 > O_ + m O z ¢ In + O U - 00 Underground Service Alert Cal: TOLL FREE 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG E3 a N73.35'32 � �- } a 17 1 17 rF D N00 25 55.` it , , 154 (N00.07'39 -E) -- �56NO3'16'33 "E ¶¶ - 0. �- I - �7 +714 t _15 � STREET CONSTRUCTION NOTES fl ;I I ^ V) I' a w ,I Q it I I ,I 33 242.1 z NFZ Zi Z� O U II 199.833�� -- - j -- - _ -- R / 1 CID o tD II N (n / r 11'07'51' A °0 o 19 Z 3 + L 11.83' + + N N Z > d N; =.�: W � r O 0_ mU 0) °. J Q of (n E d F 34 23 273.33' Ln (n (n ' It t a _j Ln U 11 > 1999.97' Z o O z ZZ(D In < <00,na In "t O ¢ CD U) M o Of ¢ R/W z JJ LO of o x'= /C v UU •-mod J + ,°n w J > UDC II 3 ( ?4 DAY CRFFK a+ Cl- In a / n 00 O w o :�F, E w De z of � + o N O a Z d ¢ Q ly r7 06 nD O 34 n In � 23 34 h r� °° w U- I N w O h uO a d (n Z \ w D_ �_ U mU QwU 0 w U wU U) ¢ b 0' ^¢ E° m U n NO to O0 Zrn)Q U u) V r rH- 00r ¢ �r �� U O Q Q0 J � ,n N h u) 0 � n of h Z Z + 1- - + nD O D 0 <u)O Opt U�O �m Of _1 STREET CONSTRUCTION NOTES fl ;I I ^ V) I' a w ,I Q it I I ,I 33 242.1 z NFZ Zi Z� O U II 199.833�� -- - j -- - _ -- R / - -' CID o tD - - - - - m a / r 11'07'51' 50.00' °0 o LL Z 3 + L 11.83' + + N N Z > d N; =.�: W � r O 0_ mU 0) °. J Q of (n E d F 34 23 273.33' Ln (n (n ' It t a _j Ln U 11 > 1999.97' Z o O z ZZ(D In < <00,na In "t O ¢ CD U) M o Of ¢ R/W z JJ LO of o x'= /C v UU •-mod J + ,°n w J > UDC II 3 ( ?4 DAY CRFFK 1 CONSTRUCT 0.54' A.C. OVER 0.50' AGGREGATE BASE 6 CONSTRUCT A1-8 CURB ONLY PER CITY OF RANCHO CUCAMONA STD. PLAN 104 8a- CONSTRUCT A2 -8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 11 CONSTRUCT MEDIAN TAPER PER CITY OF RANCHO CUCAMONGA STD PLAN 108, 15 ADJUST MANHOLE FRAME & COVER TO GRADE (SEWER & STORM DRAIN MH) 16 CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA STD. PLAN 119 (MODIFIED PER PLAN). 17 ADJUST VALVE COVER TO GRADE (WATER MAIN). -14 +00 t N00'02'19 "E c�c U H m a 00 a R/W -�362.57' I L= - _ L=41.1 t' 22.60' NOO 02 19 "E__ -+4 - -- I II I. 17 F 15 +00 N00'02'19 "E 16 +0 - 17 +00` + +� NOUI4'52"W l ^ N00' 19 31 E _- - n a 17 6 6 f f i N00'41'S6 "W ' 1 I l :10_1�-� 1 J CON97,ROC7 S/ '�w�� /9 _,F 1 -17 Of,PANCNO Cac�.�7n�% fi .570 /�� !urii07, GF� :�l�/16 19 SAWCUT AND REMOVE AC PAVEMENT �k (23 CONSTRUCT STREET LIGHT 9500 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 24 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304, AND 306 25 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 9 33 --INSTALL 2" DIA. INTERCONNECT CONDUIT PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS 34 INSTALL PULL BOX #5 PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. �k PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION, SEE SHEET i FOR FULL STREET LIGHT DESCRIPTIONS AND TYPES 40 GRAPHIC SCALE 0 20 w 60 ( IN FEET ) 1 inch = 40 ft. CURVE TABLE 199.833�� -- - j -- - _ -- R - F - -' - - 748.40` - - - - - 7.90' 5.04' r 11'07'51' 50.00' 9.71' LL - 13'33'13" o 11.83' 5.94' n 90'23'36" °o 7.89' 5.03' °. 5_ 3 o 21.37' D F o 273.33' 42.73' FUTURE G N 1999.97' 99.27' 49.64' J ~ , r M o Of ¢ R/W z n o x'= /C v m ,°n w > z a ( a+ Cl- In a DO n 00 W W N W J d ¢ r7 06 nD O 34 n In � 23 34 h r� °° 23 n Z Or O � uO ug g + to O0 u) V � O of :10_1�-� 1 J CON97,ROC7 S/ '�w�� /9 _,F 1 -17 Of,PANCNO Cac�.�7n�% fi .570 /�� !urii07, GF� :�l�/16 19 SAWCUT AND REMOVE AC PAVEMENT �k (23 CONSTRUCT STREET LIGHT 9500 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 24 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304, AND 306 25 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 9 33 --INSTALL 2" DIA. INTERCONNECT CONDUIT PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS 34 INSTALL PULL BOX #5 PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. �k PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION, SEE SHEET i FOR FULL STREET LIGHT DESCRIPTIONS AND TYPES 40 GRAPHIC SCALE 0 20 w 60 ( IN FEET ) 1 inch = 40 ft. CURVE TABLE n R L T A 90'29'44" 5.00' 7.90' 5.04' B 11'07'51' 50.00' 9.71' 4.87' C 13'33'13" 50.00' 11.83' 5.94' D 90'23'36" 5.00' 7.89' 5.03' E 08'57'26" 136.67' 21.37' 10.70' F 08'57'26" 273.33' 42.73' 1 21.41' G 02'50'38" 1999.97' 99.27' 49.64' 113.84' n AOG2�.I .Slv�ls'.gLK �Y /705 rE� 7,?dCT /(0300 LO + DESCRIPTION OF REVISION co APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS PI) STATION 10 +45.57 TO STATION 18 +50.00 o Z APPROVED BY: DATE CITY ENGINEER �'� ; i) v / / -'* ! ( RCE 24953 DESIGN ML /JF pmPa� By Clrn £ttaneevr 1�C 6u Yw, V,IW P4ummy � ALLAAD ENGINEEA_I_N_G RECOMMENDED ui DRAWN ,,,,,, �.• sane ti ,° em,,,. fiNfirnw szc'c - SHEET CGR/HMG/JK/DEA w w 1915 I90a1 35617 �" *--�' 1 a � Y 2 GE 21 CHECKED CITY W W 02'1 9*E Z J I J ~ r cN1Ii 273.8''�� ,x PROFESS /DN �O ND U No. 36052 m d Exp 6230 2004 s� Clv4 �P 9TF CAL \F� 3"ADDlp AC441$ RAPE/ ?ER TR 11701 Ilew 20tl.00771 /2-2 -i3 AOG2�.I .Slv�ls'.gLK �Y /705 rE� 7,?dCT /(0300 DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DAY CREEK BOULEVARD STATION 10 +45.57 TO STATION 18 +50.00 RANCHO ETIWANDA APPROVED BY: DATE CITY ENGINEER �'� ; i) v / / -'* ! ( RCE 24953 DESIGN ML /JF pmPa� By Clrn £ttaneevr 1�C 6u Yw, V,IW P4ummy � ALLAAD ENGINEEA_I_N_G RECOMMENDED DRAWN ,,,,,, �.• sane ti ,° em,,,. fiNfirnw szc'c - SHEET CGR/HMG/JK/DEA w w 1915 I90a1 35617 �" *--�' 1 a � Y 2 GE 21 CHECKED CITY RAYMOND &I- RD R.C.E. 36052 3 •jT . Q 2- EXPIRES 6/30/04 bArE DRAWING NO. W r'HOJLCI SHEET NO. OF IIU-t 2o. Oote H.RCRCN 5. 2 2 OCR o p 1 ++ pQ n POMN 1w VC A g 9 PROPOSED WESTERLY N r� N + 4 :g g v n n rn n n 4 4 4¢ N u� v v w r v rio ri PVI =1 19.31 - cv v c�� v TOP OF CURB n c� n ti )v S6 99' LF * r op r i o n nv c' a n t2 n o ,n PA STA= 9+OO.OD q - n 4 4 4 4 v N 000 o N e�� ?ROpOSED WESTERLY oo M N° n n m n <r (o o - - POSED WESTERLY u-1 nc w (v ,o ro r + o TO OF CURB +n • STOP OF CURB : r / N N N N+ N .- N - W FU- N L-) ,n + (n N 5 / i _ N 5' 8 m r Q) N U Obi Om0 Ci�i (MD O +d Nay I (V 'I _.�.� . _ _ _ a NI U OCO ~ m m m r i+ - -- _ y n m r cz 4l T =1 i3 - 56,11 IF _:. o .•i o _- c:1 ° N *7 a a, - - _ _ _ UFNA J o rn t n + No - , a `� °z N n / i - PROPOSED t0 U M w 4lTl• i 13 65' Lf to n > + + + ao ° n - w n v N , . TOP OF CURB z ° ° o N a' - N �� °Or r. 0.507 EXISTING GROUND o w z o w o I o mo ao ao w = ' JT= ®39' LEFT OF CL ° 59S°k m m °- o � m o - - Z aoz am C o $ PROPOSED C) J -3.72 - r` $ n ,� ' \ 1 - » o +u� WESTERLY U. U F + Q, N � PROPOSED WESTERLY . p+ n N N M° N r _ / g� U N _ �, vn `� o+� o °�° ? q n MEDIAN 5` N n + r N r r g. 515% n 7 n (n TOP OF _ MEDIAN TOP OF CURB ( N 11 J7 .. o' o` v �i, o h n n o r N r i n 3.5D9 CURB %' v w N / EYISTING'GROUND m r d. N o �r�y _ EXISTING GROUND n + e°o i "' 507 C3 O z N o r A 39' LEFT OF CL J J °° �° "' g W ^ 39' LEFT OF CL M N "' °� C:) / / _ v z m 7 _. PROPOSED + ° + rs o o / - + ^ 4_ q m+ N - 100 VC g N n <. m �_ y EASTERLY MEDIAN 4 n 4 - m n �v u7 n N PROPOSED - n + o g + S r TOP OF CURB - N uJ N L1 N U� i PI = 520.27 ++ w n w o n m r y - EASTERLY e p n N a S Op% ri v l_ - W W i w + oo MEDIAN Fit .r ° r ~z 4. m PROPOS EASTERLY U o 0 o N c~ o «S n TOP OF 0 9Z 9g% o o w n gr m + m : _ , \ V MEDIAN P OF CURB m -,- wi M - S ) n C (I 0 $� o n Nm ob o� - '> _ \ T� ppr m v W o U n o n I=) f +4v n CURB N h N O N U GJ - ✓ O +- C . m - - �. _ p h r J o N O f' � o N * N rn� / U W m w i/ ', ,n 00 2 _ V 1U-- LO - �J i --� r O� n _; *^� .-- � r 7 tD .- . ,n m ,n w - (o (fl • : n wi *n J a N • r) (n °� v n TAN= m _ EASTERLY MEDIAN N n _ PROPOSED o n ao r? - n m PROPOSED EASTERLY ra _ +- .� o• rn 0 .G TOP OF CURB N a r + o n ° -- - PI = 1 i4 or- +b n. ao "r- o +a +o `5.007` ,n C%4 'q' - - - M STA = 29 89.04 EASTERLY o m 00° In i - o MEDIAN TOP OF CURB �� + n n N - ,n- v EXISTING GROUND +° N u r v.? - (`( In Nri ._ (NV (D .. ! r - `' O ^ N •.= _ MEDIAN } 0° A CL c°� o r ° o o o Lin N r _ - ,d o GROUND � � m 5 Lo TOP OF °° n ,n b o 4131 02°/^ r "n 00 N 26y Ot - TAN- 56.99 LF w r m + ro 4 CURB ,: �; ' ° `? °v 6b - rV- J 00 5.00% rr b `* ,-' _ o'E' U +, : .. _ ... cs h N g 3 i s r ao ab + o v N 4:B }x PROPOSED o (r' N- to r p r ° 3.52% } J, n 4 4 4 �w a'} + � E rn» u4m 9 1% EL T= -,.399 r NO _ a R n ° WESTERLY MEDIAN � I . � o � * n � EXISTING GROUND op) gF m +o N U v U U o n + N �_� 1535 n � N n- C, c# � f _ AT T= -0.407 m� ��r PROPOSED J ro o° ° ° N g o c� _� rJ + I ° 5 p^b TOP OF CURB g M N} N n m PROPOSED WESTERLY A CL o ,n - �' .. .. - _ _ } m - - - - o �.r-- _ . MEDIAN TOP OF CURB WESTERLY o+o ° n p voi u�i r o m Co o ao 5 PROPOSED EASTERLY .n ¢n �v ` "At - C a -ENO rn - o MEDIAN � J - N N 5.2 _ - r > �* _ TOP OF CURB _ _ 6 - m _ ° _ PROPOSED. EASTERLY - g TOP OF o ,n. u11 2 2 (n + S1 � o r - r- y ,-- + m - � GURB ° �o +o N TAN - 5 y ° g r .nn (.} N m r' TOP OF CURB - n _! v 5 DDT° + n v n m U U to VC ry g c? K r up, r z P2 :... 4545 «.: : _ 0'. ' / O r U ° U O) - Itn In O f + U of .n U m -f M �- ' N r m Z + U (n dv ,n N .- ,,�/ _ t W O n t� n" n n n n M W N p ^ ... _ J. -. Rp ('l '� lal N L,W ^.. _ O 4- - �' - - N •n + 1n u') ,n ,f) ,(1 l[-f U'i Ir o re�1 cman EXISTING GROUND - chi n o :r N I c N a n z o B° „ r A. °A r oo q r-- EISTING GROUND 4 4 4 4 4 4 4 ck� v A 39 RIGHT OF CL' + �" ' 7i �' . w or T'1• + v ®39' RIGHT OF CL U m r° ry w n N �. N� t2 / °' 45 J��` N 55.30 54.45' _. _ L _y v Q u r ..� M M N N� !/ +n N 3.72% C) r o }� 0 0 i' 'U M :O O) N .f O n (ND N N N N r7 5W^ - f n < o oro + o o + to n ) .n ci EXISTING GROUND i (0 ^ + .n ° N �+ 10 YN o uN - A 39' RIGHT OF CL n ,n g g 4 4 4 4 - - ��1 00 in ... 52,97 tf .... _. 100 .� -. _. +00 PROFILE SCALE T - - IZ• 1„ 40, PVI 5.A � 19 +00.00 _ PM ELFV 1519.21 ! HVERT: 1 '= 8' 19 +00 20 +00 21 +00 25 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 PLAN SCALE 23C 23A 24 0° 23 11 F U U U CC CC U ♦- _� - U U U � U U U m U a U w U m U W U J U --J VINTAGE DRIVE [,j J m o -1 W o v "' a °- 23 '.` 23 0_ m° o_ o w o m L) a w o m o wow U J U J �� w w �w a �� w 0)J N~ ,Lon J �� (FUTURE STREET) (O _ p F- pOj > U ° U U O '� O .� �N J ~ O N� OH OF (Or NI- N N x m W Q H t- F- F- r V- w p. N N} N J (O 0)17 (D Q) _ _ N (o 0) n n m _ m 00~ ~ - VU- FU- O J O p Jc0 04 O r n OJ N OJ r r'-? -, nJ ^ OJ (n 00 h n U U M n o 0 0 o ° ° Q IJ t 11 c�J w n n n ao- n p p a j a N n O BA Y N STREET m U_ W °'0x00 rnNOO LO- �O .0- 111 _ -- - ?� _ p� Drm horn 00U r m F LD O�� O 5 �� d d O n00 70 n 4 h0� 00� n0� rn0 ' N- N Nj cy AN JIf1CC1 MM + +U-) .- + N + O N } NN 0_ N N 1 1 Z2 22 .1 1 0_ N N + N N + O N + N 00 + MOO lr - h 0) 0 0 + 00 <t 0Ln +O (D + +� tO +O (D +0 (O +B CD +O (D + O h + n0 � � ^ EE SHEET 10 � "" r � N 0) (n 0) h 0) In 0) ,n (o U (n (n -� U (n 4 O N N O � O J II h U N (p (O M (D- O> m } p d sf 1- F } r (D r "n (n n n O Io 00 N � OON (n 00 0) (n rnn (0 0) 0 0) (o m ifJ W 0) r d ° r .- -K) .- .-- O .- �.- CO r 1 ,� W r N't N U 3 O N + I+) n +O +° - (`) 0_ d L + NP7 r N 00 N� - Nd' - Nom.. Nr7 - NM - N N h O N n N N n NM 17 N D n N r7 r ,� N h ' 32' ! 2 .: O D Ln U) (n Lo• h • I N N % + h h +0 n �Qp i FEE °�� O° n�r 57 56 55 54 53 -0 52 It 51 50 r °mss. ,3 16 E= L= �k�; X, + ° n + 13 i I 4 , 1 N 2. N ri 3 5' I N (� 18.)6' 29.91' 2 � I D � 46.66 _ A _ 106.87 60.00 � 60.00 60.00 60.00 -; 60.00 I 60.00 60. 32,85 , L =28. ' C5 5 -- - - - -_ - - -- - B r - - - - -- - -_ + + A- -- - -- 5 8 lyl °I f a�_ 1 61 e N 6 15 OJ_ ti + > �' C3 ,�' L5� - f� N r7 % M 5 17 f° 17 6 6 6 �1 15 O a? 1 r _y 16 t7 >N '1 'S N00'01 ,9 E i 00 9 ,1 f -._lAa Cam- J _+ - _ / ` N00 2'K �C'7rul I ? ?+C _�_ �, ,,. _ :L4� -C2__ -- - -- ._.. ;_ �, 1.0 ;L- ?h �� ___ .. _,:� &,..U4:_ i ._..� -j- -:1-- - W N 02' 19 "E _ ` I N00'07 19'E NOO 1731 "V' T Q W i n r - r ( NOD' 1 7' 3 "W r Z Z N 6 '1 r 151 /' r15) (M�` c - - - - "' 7 } _ 15� �.c 1 N N NUOJ452 _ - NO'193_ r r _ I E � Q 8`' ( '6r 16 M)' Y i8 N, tiI1 M1� � N00079E rw /V c I I I W , ► W 1 E 1 CF { 1 15 3.� 6' V 13, 3 17 2 e W N i Z �� r XY. j, 5 l _ jl �, 1 r i " i _ _ -- �n: -' __� >- N01'58 101 LxN 13� _�� 5 . #-1 v r n 5 2�r -I t3 F- J 4f_12' I ?8' 85'r 69p44' 69.03' 68 62' 68.2 ' 67.84'_ ?5 46' 70.00' 108.33' 2 i s c� �I � 25 312 m w ��* m w 4� I I 1 Z �: 1� 3 4� 5, 6 7 8 9 ��` 10 11 - _ _ �� J II Z 1 1 7_ O O 4 a Z O O F" Q' Z J J rn ,n N v ,n m n- ,c') L� U) V) O' _j ri ov of � C) cD� rn co ° W j j' r 0' 0' 0_ W W F- H K ~ �- ^ 0� ° 3 33 c n 0 T) 0 ° 0 0 ° ° r E APPROVE G �� 0) O O Z a �j 0 4 Z 0 0 O (CD Cr) (O 0 0 0 o �n o o (n _ Inn + + w 33 6 0 o M o o C5 h- - a o o ° w STREET PLANS DW J Z d N m_ O ° w N0. 1782 w ° m� w W > SHEET 2 OF 9 24 Of x w a n U n o n o w o a a �� w a J GO m w SEE SHEET 14 W w m w m a w V) U It n V) U m W w m w m w m m w 25 U U J U J J U I U U U U U 0_ U U U N U N O m �w w N w VINTAGE DRIVE L' � > � � F Q 1 ° Y Z (, U vJ O N U U U U U U U U U V J U J W (O n ('1 C 10 C0 Z ° 1-- r'") 0) (O O M OJ Z 0 (D (n + U") Z 0 � If) p O ~ N ~ N ~ (o ~ (o ~ O V) N ~ V) w 00 Q 0) �- � ~ �'- N z In h o N (n h (O Q o z ,n o a (? a o o cD M-1 ad n o cD m r` o o o o 0, o_ z (D o 23 N M N o z 23 (n (v (n n ^ n ao r n m ,n .n N o o n ao a o w n> N CD ,.� "-) (D 0) (.j J tb O N M O .} r 0> Z r- In r- (D 't 00 0) (O ° n r GO N 0) "t r d 0> 0) p (n 0) Ir.7 tM 0) I� to n a r'] c} DD J . K z _ _ g o a o h o n a a o r n o oo rn o a ,n GO (D � oo z m - N O (p N p ° n > U J) a' (O n DJ h h DO Q) O O .- u i ry O ,fj N i(j M (D I� O 00 (> ° N O lJ \J NJ O t� < N (D r' (O f-, 00 Oj 0) Go ° a, OD 0j r (o h N0 00 00 N m N O 0) 0 N r F- W + O N + + N N + + 0 0_ N N 0' N + N N + N + + r7 + r7 + r7 + M + r7 + + In + + M 0 + t + -t p + In + (n } + + (n + (n + (o + (n + (D + + + h + + y + + r (D + r !� 0 F- rn ° u rn rn u O J 00 J v n n U n o n n o n o II u n r n N n N n N N C N n m� �t do V_ ,n (D n (D d) D 0 r" (D ,n (D ,n r, to (D ,n n in h 00 0) °. n a) a o) a o J 0) Un d) � ,n ,n x a � D E D 51 w 0� ACe *?4 DN 64Y 4-11111k BLVD. y N U •-U Of J W N �� N- N N_ N •- N•- N N-- N N N- N N - J N� N J N N (V '- N N N- (V - N- N N N N(o N N O It U N r r It r W 3 s CURVE DATA AND LINE TABLE Q R L T Q+ R L T A 14'02'10" 80.00' 19.60' 9.85' H _89'08'21" 35.00' 54.45' 34.48' B 08'57'26" 136.67' 21,37' 10.70' 1 91'50'18" 35.00' 56.10' 36.14' C 08'57'26" 273.33' 42.73' 21.41' J 89'28'12" 35.00' 54.65' 34.68' D 86'42'31 35.00' 52.97' 33.05' K 15'58'01" 80.00' 22.29' 11.22' E 93' 17'29" 35.00' 56.99' 37.07' L 12-06'19- 80.00 _ 1.0 _ 16 90' 8.48' F 13'21'04 _ 92.50' 21.55' 10.83' M � 180'00'00" 3.14' - G 90'31'49" 35.00' 55.30' 35.33' N '' NI4'04'30"W 6.72' Underground Service Alert Cart: TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORF YOU DIG BENCH MARK NO. 148 -B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 56' N. CL HIGHLAND AVE., 24' E. OF CL ETIWANDA AVE. AT THE N.W.C. OF 4'X8' DROP -IN -BOX FOR DRAIN CULVERT, SET STD. BRASS DISK. ELFV. 1432.612 GRAPHIC SCALE 40 0 20 40 SO ( IN FEET ) 1 inch = 40 ft NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)780 -1511, EXTENSION 2764, AT LEAST TWO WORKING DAYS PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND R /W. 34 34 23 34 iR T 013 -&0176 PEK TKAcT / &306 DAYCRF_FK E30UL -FVARD 11 DESCRIPTION OF REVISION DATE n APPROVED'. oFESSJoA CITY OF RANCHO CUCAMONGA STREET CONSTRUCTION NOTES 6� Pu_Fry q _ -- �i - CONSTRUCT 0.54' A.C. OVER 0.50' AGGREGATE BASE STREET IMPROVEMENT PLANS 2 CONSTRUCT 0.46' A.C. OVER 0.50' AGGREGATE BASE * 23 CONSTRUCT STREET LIGHT 9500 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS IXP1� /j� DAY CREEK BOULEVARD 55 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 * INSTALL 22,000 L HPSV, TYPE 19, 4-80, 15' CONDUIT CONDUIT PER CALTRANS STD. PLAN jES -6R i °pj CNIC- /i, �- STATION 18 +50.00 TO STATION 31 +00.00 6�CONSTRUCT Al -B CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. OF CAI ta%f CONSTRUCT A2 -8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD, PLAN 104. * 0*�--INSTALI 22,000 L HPSV, TYPE 24 OR 26, 4 -80, 15' ARM, 2" CONDUIT PER CALTRANS STD. PLAN jES -6R RANCHO ETIWANDA J 24 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 APPROVED BY: L 11 CONSTRUCT MEDIAN TAPER PER CITY OF RANCHO CUCAMONGA STD- PLAN 108 25 p Q1y0FESS�O� CITY ENGINEER i RCEE 24953 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. LAN 307 a Q q� �* * 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 (WIDTH PER PLAN) �` ��N q�l DESIGN �� By 33 INSTALL 2" DIA. INTERCONNECT CONDUIT PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS � � Z RECOMMEND 14 - CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131 -A (� �� 9Q ML /JF ALLAAD ENGINEERING O- INSTALL PULL BOX #5 PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. - z No, 36052 _ -. Cmi t�a...v� �w s,,.ry.. a „„n v'w nl' _ - - - -- 15 ADJUST MANHOLE FRAME dX COVER TO GRADE (SEWER k STORM DRAIN MH) (.) m DRAWN "�' 9^^e ".",,. * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. � Ex p.6 30 2004 `"". �"" '" " ' SHEE 16 CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA STD. PLAN 119 (MODIFIED PER PLAN) P' �� CGR /HMG /JK /DEA �:�IM r W9 1% M SEE SHEET 1 FOR FULL STREET LIGHT DESCRIPTIONS AND TYPES s P 3 OF 21 17 ADJUST VALVE COVER TO GRADE WATER MAIN). �qr CIVIL �' CHECKED ( ) * * REFER TO LANDSCAPE ARCHITECTS PLANS FOR BASIC SIDEWALK LAYOUT. FOR SIDEWALK ALIGNMENT F f� RAY_1 D �. uaD R.cE. aeosz DRAWING No. APPROVAL IN THE FIELD, CONTACT THE CITY PUBLIC WORKS INSPECTORS OFFICE AT (909) 477 -2740 OF CAS CITY 3.1E. C, EXPIRES 6/30/04 1803 DATE -- nROJ-C,_ SHEET NO.- Or -- -_ m w W\1,1213v�r''ks30 o1