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HomeMy WebLinkAbout1855 STnEFT, STORM SIGN, IN & STRIPING IMPROVEIVIENT PLAN SUMMIT AVE. A r P I GENERAL NOTES EiJ ti '__1111 w ¢ A A CALTRANS ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN,OR NEAR THE STATE RIGHT-OF-WAYPA R.CFL DAYCREEK VILLAGE MAP N . V B. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORMTHE LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THEE STATE'S REPRESENTATIVE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA HIGHLAND AVEY . STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE-APPROVED AND JUSTIFIED PROJECT C. NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT-OF-WAY. w w _ . _. _ Y SITE _. _ w D. ALL DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED FOR EROSION C � CONTROL(HYDROSEEDING OR EQUIVALENT.OR AS DIRECTED BY THE STATE'S ROUTE 30 LN. REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE VICTORIA PARK RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES OR o CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF.OR - BASE LINE RD. CAUSED BY,THE CONSTRUCTION PROJECT. E. THE STRUCTURAL SECTION SHOWN FOR PAVEMENT WITHIN THE STATE RIGHT-OF-WAY IS FOR EASTBOUND OFF RAMP ■■P ESTIMATING PURPOSES ONLY. THE ACTUAL STRUCTURAL SECTION WILL BE DESIGNED BY A - _ _ _ Iy�TI - --- VICINITY MAP SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX(TI)OF _ 10.0 SHALL BE USED IN THE DESIGN OF THE PAVEMENT IN THE TRAVELED WAY AND A T1 OF , NTS 6.0 SHALL BE USED FOR THE DESIGN OF THE SHOULDERS. 4 F. ALL STATE DRAINAGEICHANNELS MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR \ �� I CONSTRUCTION NOTES & ESTIMATED QUANTITIES TCONTRACTOR PRIOR T MAKIN ANY CONNECTIONS 5 7 9 \ SILT BY HE 0 G C S G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION SHALL BE OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY \\ PARCEL MAP I # STREET IMPROVEMENTS UNIT QUANTITY THE STATE. ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY �, i4 Q 781 P T T DWG. N .A 7 AND DETAIL SHT.NO.4 LF 1,121 CONSTRUCTION WITHIN THE STATE'S RIGHT-OF-WAY FOR FUTURE MAINTENANCE AND REPAIR ��_ N O. 15 1 CONSTRUCT TYPE Az 200 CURB&GUTTER PER CALTRANS STD. D G 0 8 WORK AS NEEDED. THE WORK SHALL BE FURNISHED AT NO COST TO THE STATE. CO s 4 2 CONSTRUCT 1.829 m<6'>CONCRETE CURVILINEAR SIDEWALK PER DETAIL SHT.N0.4 SF 4,768 'Q 1 F CURBSIDE RAIN OUTLET MED.CAPACITY PER DETAIL SHT. N0.4 LF 25 R HA BE � 3 CONSTRUCTCU BS E D OU H. WHERE SURVEY MONUMENTS EXIST.SUCH MONUMENTS SHALL BE PROTECTED 0 SHALL NOTES /V�I I ( ) REFERENCED AND RESET PURT B AND PROFESSIONS CODE. SECTIONS 8700 SUANT 0 BUSINESS SS 4. SAWCUT&REMOVE EXISTING AC PAVEMENT SF 11,918 TO 8805(LAND SURVEYOR'S ACT). ❑2 PAR EXISTING PARCEL BOUNDARY PER CEL MAP N0. 15781 AND EXISTING RIGHT-OF-WAY � 5. CONSTRUCT TYPE Al 200 CURB PER CALTRANS STD. DWG.N0.A87 AND DETAIL SHT.N0.4 LF 492 �OU�H�f��l \ 8 � TIN I. WHERE REQUIRED,THE PAVEMENT MUST BE SAW CUT A MINIMUM 0.610 m(2'),FROM THE EXISTING PROTECT EXISTING CURB&GUTTER IN PLACE CONSTRUCT DRIVEWAY APPROACH PER DETAIL SHT. N0.4(WIDTH PER PLAN EA 5 EDGE OF THE PAVEMENT. THE SAW CUTS MUST BE PERPENDICULAR T0,PARALLEL,OR ❑3 } 6 (W ) e 0 e � \ , //�� (� n REMOVE EXISTING AC BERM LF 434 T WITH,THE TAT HIGHWAY CENTERLINE. 4 PROPOSED RIGHT-OF-WAY C!/11�D�O�U V�!/'ll CONCENTRIC W T E S E G C ❑ �, i 7 s - I 5 PROPOSED SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA �_� 1 _i� 8. REMOVE EXISTING CURB&GUTTER LF 685 J. ALL SIGNING,STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE LS DI S O U V --- .._- RRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, 6 EXISTING 30"CML&C STEEL WATER LINE O 9 9. CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHT.NO.4(WIDTH PER PLAN) SF 9,600 CU ❑ TRANSPORTATION T SPECIAL PROVISIONS. ALL PAVEMENT O O DEPARTMENT OF RANSPORTAT ON AND HES EC LRIGHT-OF-WAY �O�IIT��O 11� 5,717 7 EXISTING RIGHT OF WAY 10. CONSTRUCT RIGHT TURN LANE PER DETAIL SHT.N0.4 SF MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. ❑ 8 2:1 SLOPE.LIMITS OF GRADING 13. INSTALL AC PAVEMENT IN KIND SF 5,787 K. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S 10 PROTECT EXISTING CURB ONLY IN PLACE PARCEL MAP 15. CONSTRUCT MODIFIED TYPE A2-200 MEDIAN CURB&GUTTER PER CALTRANS STD.DWG.NO.A87 AND LF 481 REPRESENTATIVE. 0 [� 11 PROTECT EXISTING SIGNAL POLE IN PLACE DETAIL SHT.NO.4 ) L. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BEN O. 15781 oc ' P-1416. INSTALL TIMBER BULKHEAD EA 1 12 PROTECT EXISTING SIGNAL VAULT IN PLACE I 00 REMOVED FROM THE PAVEMENT BY THE CONTRACTOR BY METHOD OF SANDBLASTING Q 1 TI N INK FENCE LF 375 e� 9 REMOVE EXISTING CHAT L E CE 13 PROTECT EXISTING CABLE VAULT IN PLACE 9O D � M. ALL CONFLICTING SIGNS SHALL EITHER BE REMOVED OR RELOCATED BY THE CONTRACTOR. 14 PROTECT EXISTING SCE MANHOLE IN PLACE W I 20, REMOVE AND RELOCATE EXISTING GUARD RAIL BEHIND PROPOSED 5'SIDEWALK LF 25 RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED IN J 51. INSTALL STREET TREE PER LEGEND ON SHEET NO. 1 EA 64 15 PROTECT EXISTING WARNING LIGHT IN PLACE FI Y THE TATE' REPRESENTATIVE. ❑ THE FIELD B E S S 1 1 UTILITY NOTE © 52 INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY STD.542 S F .95 REMOVE EXISTING POWER POLE PER SEPARATE PLAN SEE OVERHEAD U L 16 ( ) N. ALL SIGNS.ROADSIDE MARKERS,ELECTROLIERS,ETC..SHALL BE PROTECTED AND10R �\ .J Z m REPLACED IN-KIND AT NO COS THE ACCORDANCE WITH CURRENT STATE E S TAT E. IN STANDARD PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL. I a W # DRY UTILITY IMPROVEMENTS UNIT QUANTITY � 0. DISPOSE ALL MATERIALS REMOVED(CURB,GUTTER OR PAVING)OUTSIDE THE STATES RIGHT W J RIGHT-OF-WAY. d 21 REMOVE&RELOCATE EXISTING SIGNAL VAULT EA 3 -J Q OVERHEAD UTILITY NOTE 22. INSTALL SIGNAL INTERCONNECT IN KIND LF 589 Y P. USE TYPE"A"AC 19 mm MAXIMUM MEDIUM AND CLASS 2 AGGREGATE BASE. o o , e (� M �]9 [r W V� � U V O o ���O 1 � 23. REMOVE EXISTING CONDUIT LF 583 W Q. PAINT BINDER ACK COAT OF ASPHALTIC EMULSION SHALL BE USED ON VERTICAL EXISTING OVERHEAD UTILITIES ON BOTH SIDES OF INDEX MAP (T ) HIGHLAND AVENUE SHALL BE PLACED UNDERGROUND FROM 1 25. INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 2.438 m(8')MAST ARM BY S.C.E.,PAID&COORDINATED EA 5 V SURFACES(SAW CUT)AND ON THE SURFACING AGAINST WHICH ADDITIONAL MATERIAL IS TO SCALE: 1:1250 Q THE END-OF-LINE POLES ON THE WEST SIDE OF IN METERS BE PLACED. ( ) 0 BY DEVELOPER PER SCE STD. Q FIRST WET DAY CREEK BOULEVARD TO THE F S POLES S OF DAY CREEK CHANNEL PRIOR TO PUBLIC IMPROVEMENT m(6' 26 INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 1.829 MAST ARM BY S.C.E.,PAID&COORDINATED EA 18 Cl ) R. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND.TELEPHONE OR POWER POLES,WATER ACCEPTANCE OR OCCUPANCY,WHICHEVER OCCURS FIRST. STREET TREE SCHEDULE BY DEVELOPER PER SCE STD. r- METERS,VALVES.FIRE HYDRANTS,ETC.SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE I co RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE _ e - - , # STORM DRAIN IMPROVEMENTS UNIT QUANTITY SHALL BE REMOVED.REPLACED.RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO MINIMUMQUANTITY I O Ir- COST TO THE CITY OF RANCHO CUCAMONGA. STREET BOTANICAL NAME COMMON NAME SGROW PACE SPACING SIZE i 30 INSTALL MANHOLE N0. 1 WITH OMITTED SHAFT PER CITY STANDARD DRAWING N0 318 EA 2 Z S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,TRENCH BACK FILL,COMPACTING 31. INSTALL 600 mm(24")RCP,2000 D LF 8 Q ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY HIGHLAND AVENUE LAGERSTROEMIA INDICA CRAPE MYRTLE HYBRID 3' 20 O.C. 15 GAL. 64 EA. LEGEND 32 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD.300.. EA 1 OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SHEET INDEX 'MUSKOGEE' w Y" " AN TAI N HT. . (MODIFY BTO 2 5)AND L 0 S 8 W SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 1 -TITLE SHEET/INDEX MAP STREET IMPROVEMENT SHEET INDEX NUMBER V 5 MATERIALS AND/OR SURFACING. O 33 REMOVE EXISTING 600mm(24')RCP LF 9 cc 2-TYPICAL STREET SECTIONS/STREET TREE NOTES&QUANTITIES 7 DRY UTILITY IMPROVEMENT SHEET INDEX NUMBER 34. CONSTRUCT LOCAL DEPRESSION PER DETAIL SHT.NO.8 EA 1 Q P N IL WHICH CONSISTS OF A ROCKY T. WHEN IMPROVEMENTS ARE TO BE LACED 0 NATIVE SO O III MATERIAL,THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE - 35. REMOVE AND REPLACE EXISTING AC PAVEMENT,TRENCH REPAIR PER CITY OF R.C.STD.DWG.NO. 120 SF 135 W ABOVE SUB GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE 3-DRIVEWAY DETAILS STORM DRAIN IMPROVEMENT SHEET INDEX NUMBER Z S AND DETAIL ON SHT.8. MATERIAL OF A QUANTITY BETTER THAN THE NATIVE MATERIAL. 4-DETAILS 36. INSTALL CURB OPENING CATCH BASIN PER CITY STD. DW2G.NO. 300(W=3.5') EA 1 W O SIGNING&STRIPING IMPROVEMENT SHEET INDEX NUMBER > 37. INSTALL LOCAL DEPRESSION PER CITY STD.DWG.NO.307(CASE'E') EA 1 Q U. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR . 16+46.282 TO STA. 18+40.000 ( ) 5 STREET IMPROVEMENT PLAN STA 50 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON CONSTRUCTION ITEM� 38 REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK TRENCH REPAIR PER CITY STD. DWG.N0. 120 SF 189 Z REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 6-STREET IMPROVEMENT PLAN(STA. 18+40.000 TO STA.20+60.208) ENGINEER FOR APPROVAL. ❑5 NOTE 39 INSTALL 450mm(18")RCP,2000 D LF 6 = 7-STREET LIGHT AND DRY UTILITY IMPROVEMENT PLAN V. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT.CLEAN,HAZARD FREE,ORDERLY <1449.50> METRIC ELEVATION CONVERSION INTO FEET # SIGNING & STRIPING IMPROVEMENTS UNIT QUANTITY = STATE.THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 8-STORM DRAIN IMPROVEMENT PLAN(LATERAL W AND'C')&DETAILS INSPECTOR. 9-SIGNING&STRIPING PLAN(STA. 16+36.386 TO STA.20+69.208) CONSTRUCTION NOTES FOR STREET TREES <35'> METRIC DIMENSION CONVERSION INTO FEET Z SEE SHEET N0.7 JQ -0 PROPOSED STREET LIGHT d UTILITY CONTACT 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. ~ EXISTING STREET LIGHT W CONTACT ALL UTILITY COMPANIES AS REQUIRED,48 HOURS PRIOR TO EXCAVATION. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR m 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT EXISTING SIGN LOCATION(TYPE PER PLAN) DESCRIPTION OF REVISION DATE CITY > VERIZON . . ..... .. . ... . .. .. .. .. . ... . ... ... .. .. .. ... . . ...... .. ... .. .. . 1-800-483-3000 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT I IAPPROVED: SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE FULL Ix SOUTHERN CALIFORNIA GAS COMPANY. . . .... .... .. .. .... . .. . ......... . 1-800-427-2200 RES. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON CITY INSPECTOR. EXISTING FULL SIGNALIZED INTERSECTION CITY OF RANCH 0 CUCAMONGA a 216 NORTH EUCLID AVENUE 1-800-427-2000 COM. THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS O ONTARIO,CA 91762 TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING THESE PLANS. STREET, STORM DRAIN, SIGNING & STRIPING IMPROVEMENT PLAN Z DIVISION. CUCMONGA COUNTY WATER DISTRICT. . ........ ............. .......... (909)987-2591 d 10440 ASHFORD STREET ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED HIGHLAND AVENUE RANCHO CUCAMONGA,CA 91730 TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. v~) PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS DAY CREEK VILLAGE - PARCEL MAP NO. 15781 °d METROPOLITAN WATER DISTRICT. ....... .... . .. ..... .......... ... . . .. . (909)593-7474 AND SUBCONTRACTORS SHALL COMPLY WITH THE"OCCUPATIONAL SAFETY AND HEALTH C7 700 NORTH MORENO AVENUE REGULATIONS"OF THE U.S.DEPARTMENT OF INDUSTRIAL RELATIONS"CONSTRUCTION. TITLE SHEET/INDEX MAP Z LA VERNE,CA 91750 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'SDAY CREEK DRC 2001 -00638 / ROW_2.00. 2-01_424 c� CHARTER COMMUNICATIONS CORP. . . . ........ . ..... . . .(909)987-6275 AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH 6680 VIEW PARK COURT REGULATIONS"OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS"CONSTRUCTION. ' -- a APPROVED BY DATE: Z INVESTORS CITY ENGINEER �i�%� RCE RIVERSIDE CA 92503 DIAL TOLL FREE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE - DESIGN -- - - - RECOM NDED � SOUTHERN CALIFORNIA EDISON COMPANY.. . .. ...... ... .. .. ..... .. ..... (800)899-2451 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 567 SAN NICOUS DR., Sn. 340 1 -800-422-4 1 33 > CITY OF RANCHO CUCAMONGA M o.SE 1"20R.IMA... 7951 REDWOOD AVENUE THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS NEWPORT BEACH, CA 92660 t'�i ���� s"n.aso REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PHONE: (949) 718-6200 • B.J.B. DO M C M 1.;" a nb,0 O FONTANA,CA 92336 FAX: (949) 718-6212 AT LEAST 11N0 DAYS BENCHMARK NUMBER 1638 Voce 9�9 al ee�, HOURS: AND THAT THE CONTRACTOR SHALL DEFEND.INDEMNIFY AND HOLD THE OWNER ELEVATION 1297.297 DRAWN _ Ix Ir u SHEET AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED.IN :E R �.: FAX ISI-0SIA Cn SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. .. . .... . ....... . .. (909)387 8104 # 24' EAST OF ETIWANDA AVENUE B.J.B. P N N F R S E NG I N F E R S SURVEYORS 9 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ION WITH THIS PROJECT C CONNET , # OF - - 1 = 825 EAST THIRD STREET UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AND 40' NORTH OF BASELINE. SET 1fLu SAN BERNARDINO,CA 92415 NEGLIGENCE OF THE OWNER OR ENGINEER. BRASS BENCH DISC IN TOP OF NE END CHECKED _ RCE NO 52496 DRAWING N0. LLJ OF 4' x 2' CONCRETE BOX CULVERTE.J.L. DATE 1 2-� FILE NO 1855 PROJECT SHEET NO. OF :\50700\IMPlANS\SIP-01.dwg 1/22/03 i I EXISTING PROPOSED VAR. I VAR. PARCEL BOUNDARY STY R/W 10.058 m <335 VAR. EXISTING R/W 10.000 m<32.815 4.325 m 14.19' VAR.*** 3.353 m <11'> 14.326 m <47'> VAR. 6.706 m <225 I 6.706 m <225 PARKWAYEXISTING 3.8-11.5 VAR. 6.401 m± <21'±>-7.315 m <245 6.706 m <225 7.620 m <255 PARKWAY VAR.0'-2' EXISTING 3.8'-11.5' 1.524 m<55 3.353 m <11'> t 3.353 m <11'> 1.524 m<55 1.372 m 1.829 m 0.152 m CHAIN LINK FENCE 1.524 m<55 3.353 m <11'> 1 3.353 m <11'> 1.524 m<55 VAR. 1.829 m VAR.0.152 m I CHAIN LINK FENCE BIKE LANE THROUGH LANE Om-3.658m <0'-12'>* THROUGH LANE BIKE LANE <4.5'> <65 <0.55 BIKE LANE THROUGH LANE VAR.* THROUGH LANE J.BIKE LANE 0.914 m <35 MIN- <65 <0.55 MIN. 1.219 m 1.219 m Om-1.829m Om-1.829m 0.305 m ( <451.829m 1.829m 0.152 m <4'> I <0'-6'> <0'-6'> <1'> 1 VAR.** <65 <0.5'> IF rf- VAR.0'-21' i 4 2% VAR ------- - IES �-- VARIES VARIES_ �- I VARIES --- � ¢ � p ' ------------- � 13 EXISTING PAVEMENT 2 ------- 1 13 EXISTING PAVEMENT 3 9 ' F 4 3 d 8 8 SECTION A,ASECTIONlvC'Cvv STA. 16+46.282 TO STA. 17+42.801 STA. 17+42.801 TO STA. 18+06.075 HIGHLAND AVENUE LOOKING EAST HIGHLAND AVENUE LOOKING EAST * 0 m-3.658 m <0'-125 PAINTED MEDIAN *VARIES 3.353 m± <1 l'±> -4.267 m <145, ** ULTIMATE SLOPE WHERE W.B. LEFT TURN POCKET OCCURS 3.658 m <125 ONLY NTS **VARIES 1.524 m± <5'±> -2.438 m+ <8'> VARIES (3.048 m <105 MIN.), ULTIMATE GRADE AT 2% TO FUTURE PARKINGBLDG. **** ULTIMATE SLOPE NOTES NTS PROPOSED PROPOSED 03 PROTECT EXISTING CURB&GUTTER IN PLACE N'LY R/W N'LY RNV ® 2:1 SLOPE,LIMITS OF GRADING I I EXISTING EXISTING PROPOSED EXISTING EXISTING PROPOSED PARCELBOUNDARY PARCELBOUNDARY S'LY RNV PARCELBOUNDARY I PARCELBOUNDARY S'LY RNV CONSTRUCTION NOTES I 24.994 m <82'> VAR. 24.994 m <82'>-26.822 m+ <88'+> 10 0.668 m <2.195 10.000 m<32.815 10.000 m<32.815 4.325 m 14.19' VAR. VAR. �` 10.000 m<32.81'> 4.325 m 14.19' 3.048 m<10'>MIN.TO Ol CONSTRUCT TYPE A2-200 CURB&GUTTER PER CALTRANS STD. DWG. NO.A87 AND DETAIL SHT.NO.4Ill 2O CONSTRUCT CONCRETE CURVILINEAR SIDEWALK PER DETAIL SHT. NO.4(WIDTH PER PLAN) VAR.*** 19.668 m <355 14.326 m <475 VAR.**` VAR. 10.058 m <355 - 12.497 m± <41'±> 14.326 m <475 FUTURE PARK./BLDG. ® SAWCUT&REMOVE EXISTING AC PAVEMENT 3.353 m <115 3.353 m <11'> •� CONSTRUCT TYPE Al-200 CURB PER CALTRANS STD.DWG.N0.A87 AND DETAIL SHT. N0.4 VAR. 0'-6' PARKWAY 7.315 m <24'> 6.706 m <22'> 7.620 m <25'> VAR. VAR.**** PARKWAY VAR. 7.315 m <24'> -9.144 m± <30'±> I 6.706 m <22' 6.1. 7.620 m <25'> VAR.T-14' O5 � � •'• •� 9O CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHT.NO.4(WIDTH PER PLAN) 1.524 m<5'> 3.353 m <11'> 3.353 m <11'> 4.877 m<16'> I 0.152 m VAR. 1.219 m 1.981 m 1.524 m<5'> ( 3.353 m <11'> 4.877 m<165 10.152 m BIKE LANE THROUGH LANE 4.268m <14> THROUGH LANE RIGHT TURN LANE 4.267 m <14'> PARKWAY <0.5'> MIN. 0.152 m <0.5'> MIN. <4'> <6.5'> BIKE LANE VAR.*** 4.267 m <14'> THROUGH LANE RIGHT TURN LANE 4.267 m <14'> PARKWAY <0.5'> 10 CONSTRUCT RIGHT TURN LANE PER DETAIL SHT.N0.4. 13 INSTALL AC PAVEMENT IN KIND 0.152 m 1.219 m 1.219 m 3.048 m VAR. 1.829 m VAR. 0.152 m VAR.0.305 m 1.219 m 1.219 m VAR. 1.829 m VAR. 0.152 m 8 <0.5'> <4'> ; <4'>** ' <10'>* 1.524 m<5'> 3.353 m <115 0.914 m <6'> <0.5'> MIN. <1'> MIN. <4'> 3.048 m <10'>` <4'>`* 4 1.524 m<55 3.353 m <11'> 0.914 m <6'> <0.55 0.5> MIN. 15 CONSTRUCT MODIFIED TYPE A2-200 MEDIAN CURB&GUTTER PER CALTRANS STD.DWG. NO.A87 AND DETAIL ;~ ?7M I <3'>MIN. - <3>MIN. 1 0.610m <2> 0.610m 1.219m SHT. No.a 1.219 m 4 1.219 m �_ S I 4 4 � � p o 1 4 � 1 2% ' <4'> 1 <4'> > o F 2/° I <2> I <45 ° - 52 INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY STD.542 _ ____ _- __� rte- �+ 2°,6 - -- _ __ _------ -� 0.914 m <3> 1 �- 2/o ,- > M VARIES ' DQE - VARIES VARIES 2% �- --P.���/----- - I i VAR_-IES 2% r Q o �N14- _ ., .. SpF j o VAR.O'-3' 9-------------- S�4AF o 1 13 EXISTING PAVEMENT 13 1 p 1 13 4 13 15 2 5 13 13 10 8 8 5 8 EXISTING PAVEMENT ULTIMATE 2:1 MAX. SLOPE VAR.O'-2' VAR. 0'-2' SECTION "D-D" SECTION "E-E" STA. 18+06.075 TO STA. 18+71 .573 STA. 18+71 .573 TO STA. 19+48.848 HIGHLAND AVENUE LOOKING EAST HIGHLAND AVENUE LOOKING EAST * 3.048 m <105 LEFT TURN LANE * 3.048 m <105 LEFT TURN LANE ** 1.219 m <45 PAINTED MEDIAN ** 1.219 m <45 ELEVATED MEDIAN AT 2% MAX. ***VARIES (3.048 m <10'> MIN.), ULTIMATE GRADE AT 2%TO FUTURE PARKING/BLDG. ***VARIES 3.353 m <11'> TO 5.182 m± <1Tt> NTS `***VARIES (3.048 m <105 MIN.), ULTIMATE GRADE AT 2% TO FUTURE PARKING/BLDG. NTS w a J J > PROPOSED PROPOSED w N'LY RNV S'LY RNV w EXISTING EXISTING PARCELBOUNDARY I PARCELBOUNDARY Q 0 VAR. 27.737 m+ <91'+> - 31.233 m <102.4T> 3.048 m<105 MIN.TO o VAR. VAR. VAR. VAR. FUTURE PARK.BLDG. 3.048 m<105 MIN.TO 13.411 m<445 14.326 m± <47'±> - 17.822 m <58.475 VAR.0'-38'**** O FUTURE PARK.IBLDG. Z 3.353 m <115 10.152 m Q VAR.0-20'**** IPARKWAY 10.058 m<335 I 7.925 m±<26'±>-11.278 m±<3T±> 7.62 m± <25'±>PARKWAY <0.55 VAR. 0.152 m T1.219 m 1.981 m 3.353 m<11'> 3.353 m <11'> 1.524 m±<5'±> VAR. 1.829 m VAR.0.152 m w <0.55 MIN. <45 <6.55 4.267 m<145**` THROUGH LANE 4.267 m <145 THROUGH LANE VAR.*** BIKE LANE 0.914 m <6'> <0.5'> MIN. v <35MIN. DESCRIPTION OF REVISION DATE CITY a 0.305 m 1.219 m 1.219 m APPROVED: <1'> <4'> <4,>** 3.048 m <10'>* - LLi ?'M �-slop ; 41.219m <4'> oQE CITY OF RANCHO CUCAMONGA ; w�Q 8 2%� 4 i 0.914 m <2'> � M � - > VAR-__-IES ; VARIES 2% M > STREET IMPROVEMENT PLAN o _ i _ - r HIGHLAND AVENUE 9 VAR. 0'-6' VAR.0-12 � 13 13 15 5 13 4 �`J DAY CREEK VILLAGE - PARCEL MAP NO. 15781 52 TYPICAL STREET SECTIONS/STREET TREE NOTES & QUANTITIES _ DRC 2001 -00638 / ROW 2002-01424 ! a SECTION F-F„ -- - -- ----- - - _ G _ APPROVED BY STA. 19+48.848 TO STA. 20+38.639 CITY ENGINEER / Cl RCE Z DATE• w DESIGN RECOMMENDED HIGHLAND AVENUE LOOKING EAST CITY OF RANCHO CUCAMONGA moas1 17320 ReAhil Ave W B.J.B. 350 ocK1cN 1-m.,092614 * 3.048 m <10'> LEFT TURN LANE +� C _69 O ** 1.219 m <4'> ELEVATED MEDIAN AT 2% MAX. BENCHMARK NUMBER 1638 DRAWN - • °`°'i1°821 SHEE a ELEVATION : 1297.297 S[NUITz FAX 949.23,-0516 ***THROUGH/RIGHT TURN LANE VARIES 0 m <0'>TO 3.353 m <11'> 24' EAST OF � ET!WANDA AVENUE B.J.B. - **** AN N E E N G IN E E R S SURVEYO7, s ULTIMATE 2:1 MAX. SLOPE AND 40' NORTH OF � BASELINE. SET -2 OF 9 w RCE NO NTS BRASS BENCH DISC IN TOP OF NE END CHECKED 52496 DRAWING N0. w OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE 21 FILE N0 . PROJECT SHEET NO. OF L\50700\IMIPLANS\SIP-02.dwg 7/22/03 0 g 6 i h 0 co U L� LN cn' I L' Lk� L� cn 0- 10 nc c� Fc' + Z-) `h �'L o \ �'',�p , �.moo, .- \ • o'L nil 5.304X_ 5.349%- _ _.. ... L� k10 n I G I I I 4 1 I L G n 2.790%_ 1 3.170% ' :. I bc ' `�L�, I �e `' �, I I `'��� 't A �,, ... I M �����Fc' i $ L� I i L� � 3 , I L�.hO� I n N I I L�L�hh n 2 i 4 I 1 M J I t R=0.914 m <3'> I L I N R=1.372 m <4.5'> I g I 2 6 E n - �n N o^o N I rb > K=0.y14 1 hC' 7 w w c0 I � k=ayld m <3> C;) N A I '� N O / u 5 I 2 n I h,��!� 6 cv l r` I OA`'��0� n tD I -- I _ C I �` c, Q� 601 I ,op G v E ^ �h is "1 Lb 0 "1 I I I N L b '\ �' ; I �� E o o E4 9co "' E ^ R=3.658 m <12'> ��� � I h\�o�� � R=3.658 m <12'> E 9 0 :. I �`' G� z I 6 I h\R1� G� � ��01 9 1 E n °ter 9 L� b I d Q R=1.524 m <5'> (N 4 , �; N1 R=1.524 m <5'> > 10+13.030 10+13.064 E ECR 981 m X6.5' ^ 981 m <6.5'> BCR n N E n Co / rn r7 r r� r 7 0 �N N v N 4 O E m + W n m M Of E + m 10.668 m <35'> o o_ 000+0 w �ti�►� � �' 'LJ � � o r '�s c 981 m <6.51> 5.334 m <17.5'> 5.334 m <17.5'> 1.981 m <6.5'> 00 10.668 m <35'> 5.334 m <17.5'> 5.334 m <17.5'> DRIVEWAY 'B' DRIVEWAY 'A' SCALE: 1:100 SCALE: 1:100 ~� (IN METERS) ,; (IN METERS) V h cZ ujr I c . WIDTH e o TRANS. 0.098 m <0.3 ' � WIDTH s 2> O.C. 2. 8 TRANSITION 606m< v 8.55' m � > 0. C 16.261 m <53.35'> 0 5g5 j r ' 1 1.996m< 4� 1 6.55'> '1 5.137% ��►,0� a �6 �s L\ b I N 64'35'54' W 4.948y 5.3394% c\ 5 R82 cFV 1.981 m <6.5'> 10.668 m <35'> .981 m <6.51> n I'' ^ 5.334 m <17.5'> 5.334 m <17.5'> 10 �9s� w cMo ,� n ry 3r9'•� lC I r7 ae I R=0.914 m <3'> r� o_ ''r9 '9d '`.S' I �o �- I +e I F I �-EXISTING SIGNAL 00 o m o � + w 00 m E ,T��>�� I I , 6 I - E INTER CONDUIT TO E + M 5 0 00 SJ I L o l I o, ^ 0 0 + I 2 N � 3 BE REMOVED SEE 0 3 Oo v 7 I _ N0. o $ ----------- - ----�----- --- a 8 rn , SHEET o R=0.914 m `� R-0.914 m <T> I E n R=0.914 m <3'> 9 w l 441.177 TC I , N v N �' I a, �, 441.116 FS `n 2 _ I H , PROPOSED SIGNAL --- E 2 - _ I ' I <1447.43 TC> INTER CONDUIT TO 6 I I ^ -- - - - --- -_ -- -. v - _ i _ E _ o E _ <1447.23 FS> _ SEE SHT. N0. 7 - N I w I Trn N ca I i " o i R=3.353 m <11'> Z CURBSIDE DRAIN OUTLET MANHOLE C n E C _ _ �•- � Z SITE E I 3 TO BE BUILT PER ON S E 9 i r�f6' ��j 12 °o o I5'14 h1�1`�, S I 2 D o �?per IMPROVEMENTS 8 °• �� '3' a v IN `��'�`� c`` I - � E .r I '\`O 1 r>>>Sr> >�+o rC' 10+13.055 M +� R-1.981 m <6.5'> ao ; E R-1.981 m <6.5'> c.� � 12 L'` b I I Z � R=3.353 m <11 > I �� o,• � I �ij•ss '`3` BCR � G 4 I t I L b 5.273% 1 5.409% _ / \ LL 0000 m \ T I 10.668 m <35'> o_ 1 Q 1.981 m<6.5'> > 1 1 ti h G a QIn- � Q '� �'� Q '� 1v � � 0+15.277 m 1 16 8 o, J h 1 o a h J h J h + K E � � � 10+14.597 EC o,� cCJ `�' CP O`O rn U PRC .5' N n o R 6 h �• EC < > - h 1 m I l m 7.5 I 98 <1 G a �oo• 1 > � 5.334 m L�La�� LNa��p� L ��1 C20 I L.�L,\k0 LN Leh I L---- - -------- - --- ---- 1 ----- ---- --- ---� s01 s'hL 19 E110 s o► s DRIVEWAY 'C" G SCALE: 1:100 (IN METERS) DRIVEWAY 'D' L a SCALE: 1:100 (IN METERS) W Q J CURVE TABLE CIN METERS ) J 12.192 m <40'> # p R L Y W 1.981 m<6.50'> A 92° 17 ' 16' 6 . 096M 9 . 818x1 6 . 343x, W 6.096 m <20'> 6.096 m <20'> 1.981 m<6.50'> B 92°36 '53' 6 , 096r) 9 , 854m 6 . 379x1 V s 00 ' `� ry'�i 3 048x1 4 . 788m 3 . 048m c '� ti E C 9 0 0 0 ' 0 0 D 84°21 '34# 6 , 096x1 8 . 976x, 5 . 523m Q S o v c� Fs� L��b E 4° 0 0 '37' 17 . 526x1 1 , 225x1 0 . 613x1 S __ ? 1 , 158m J 8 12 , 192x1 2 , 310m o0 r G 2 0°27 '40' 6 . 858x1 2 . 451 r1 1 . 237m E o CONSTRUCTION NOTES H 91 °se ' 17' 6 . 096x, 9 , 784x1 6 309x, 10+16.438 r oc I + U a, 1 CONSTRUCT TYPE A2-200 CURB&GUTTER PER CALTRANS STD.DWG.N0.A87 AND DETAIL SNT.N0.4 1 91 °52 '34' 6 . 096x1 9 . 775x1 6 , 3 O 1 r1 � m 8 0 10+15.402 � I ECR 1 n Z n 2 CONSTRUCT 1.829 m<65 CONCRETE CURVILINEAR SIDEWALK PER DETAIL SHT.NO.4 J 92°48 ' 04' 6 . 096m 9 . 872m 6 . 4 0 Om a Q BCR - O 1 1 I W °R v / CURBSIDE DRAIN OUTLET MED.CAPACITY)PER DETAIL SHT.N0.4 \ CONSTRUCT CU 3 R=3.048 m <10> � ...� I i E R-3.04$ m <10> I ,�, CONSTRUCT TYPE Al-200 CURB PER CALTRANS STD.DWG.N0.A87 AND DETAIL SHT.N0.4 W 9 c �/ I o I \ 9 0 © CONSTRUCT DRIVEWAY APPROACH PER DETAIL SHT.N0.4(WIDTH PER PLAN) U Z N I CURVE TABLE CIN FEET ) CITY Q I a - I ^ + -E - O9 CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHT.NO.4(WIDTH PER PLAN) # A R L DESCRIPTION O F REVISION DATE Lu +-- I � N o I � APPROVED: C7;` 4 - 10 CONSTRUCT RIGHT TURN LANE PER DETAIL SHT.N0.4 A 92* 17 ' 16' 20 . 00 ' 32 21 ' 2 0 . 81 ' NZ APPROACH N0.4 DTH PER PLAN) °36 '53' 20 , 00 ' 32 . 33 ' 20 , 93 ' H WCONSTRUCT MODIFIED DRIVEWAY APPROAC (� B 92CITY OF RANC 0 CUCAMONGA T�, I I R=1.981 m <6.5'> INSTALL TIMBER BULKHEAD C 9 0° 00 ' 0 0' 1 0 , 0 0 ' 15 . 71 ' 1 0 0 0 ' D 84°21 '34' 2 0 . 00 ' 29 , 45 ' 18 . 12 ' STREET IMPROVEMENT PLAN Q R=1.981 m <6.5> I I M - E 4° 00 '37' 57 , 50 4 . 02 ' 2 . 01 ' HIGHLAND AVENUE Z I Q ... ... ... ... �' F 10°51 ' 08' 40 , 00 ' 7 , 58 ' 3 , 80 ' --� 5.261%-- 5.525%- G 2 0°2 7 '40, 2 2 . 5 0 ' 8 . 04 ' 4 . DAY CREEK VILLAGE - PARCEL MAP NO. 15781 N 6755'34 W J �o H 91 °58 ' 17' 20 . 00 ' 32 , 10 20 . 70 ' _ I 91 052 '34; 20 . 00 ' 32 , 07 ' 20 . 67 ' DRIVEWAY DETAILS Q `ti •�"� 0 J .� �, ►t o`L J 9 2 4 8 0 4 2 0 , 0 0 ' 32 . 3 9 ' 21 . 0 0 J �� STREET IMPROVEMENT NOTES DRC 2001-00638 / ROW 2002-0142 N L eZ" � DATE• H L�� L L�� NLS L L 02 EXISTING PARCEL BOUNDARY PER PARCEL MAP NO. 15781 AND APPROVED BY •� Z DRIVEWAY 'E' EXISTINGR/W CITY ENGINEER RCE NOS % 03 PROTECT EXISTING CURB 8 GUTTER IN PLACE DESIGN -- RECO DED Lu SCALE 1100 CITY OF RANCHO CUCAMONGA > (IN METERS) 4 PROPOSED RIGHT-OF-WAY MO�.� nsao5edhln�� - - 0 '$ � s°I>r aso B.J.B. ` � DOKICH Mvine.U 92614 O PROPOSED SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 1638 1 i v k. 949@51-8821 SHEET ELEVATION : 1297.297 DRAWN , SC H U L T I FAX 989251-0516 /jam C ® 2:1 SLOPE,LIMITS OF GRADING 24' EAST OF � ETIWANDA AVENUE B.J.B. P l NERS ENGINEERS SURVEYORS 3 <1449.50> METRIC ELEVATION CONVERSION INTO FEET OF AND 40' NORTH OF BASELINE. SET W BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 52496 DRAWING NO. W <35'> METRIC DIMENSION CONVERSION INTO FEET ��`�`� OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE 2� �� FILE NO i PROJECT SHEET N0.- - OF -- .5c 'oo,IMhl�aNs,slF-a3 awq <1> ALHAMBRA, A-12669 OR EOUIV SEE NOTE No. 4 <R=5/8•> R=I5 <c" <24"> 1.524 m DRIVEWAY (RESIDENTIAL) 3.048 m CURB do GUTTER I #3 0 3" 0.C. e I W/CONTIGUOUS `- t0' VAX. EXP R=1S <R-5/8'> URB I EXP JT 75 mm #4 BARS CONTINUOUS ANCHOR ^ ► 20d C SiOEwALK SEE STC.' DwG. t 01-A 2.438 m R=8' MIN. -1 I r3 175 mm SO or Yor <2"> I ' a A N•► •• . GUTTER ACCESS RAMPg --- ! ! II I , , -- - ,. -- - --------------- _ DER S-D DWG 102 I �- _� � 15Qmm_ �� ;� � I S/W T 100 mm • / y ♦ • • ♦ y • • y 3i' 3� 3� 31 3 3� 3; l� CL WPJ �; II y ACCESS RAMP WI ! I 3: I. I !. 0.914 m I 4" RAD. D ---y+ - R=25 <1•> SEE STD. DWG. 102 i �� a a 31 31 R=5.5' 1.676 m - - I IIS I ANCHOR III MONOLITHIC GJTTER 611 L R=5.51 „1 gyp✓ 1.676 m SEE NOTE No 2 I I -`"�-- 136 mm A2-200 CURB \ 1 LEGEND \ U _ HINGE PT EXP. JT. (TYP) CALTRANS STD. DWG. N0.A87 W; LC�itN�i ORNEwAY (COMMERCIAL) #3 x 3" DIMENSIONS SHOWN ON DLANS i CURB LINE NTS EXP JT - EXPANSION JOINT \� w/CoNrIGuOuS SIDEWALK 75 mm +� \ EXP JT = EXPANSION JOINT SEE STD. DWG. 101-C WPJ = WEAKENED PLANE JOINT wpJ \•� WPJ = WEAKENED PLANE JOINT PLAN U I \ BCR = BEGIN CURB RETURN \ : EXP JT \ : BCR = BEGIN CURB RETURN B <R=5/8'> R=15 <6'> 50 <2'> EXP JT BCR ECR = END CURB RETURN ----- --------------- ---------------- I ec R------------- ----- -- ECR = END CURB RE-URN SL = SCORE LINE I 50 mm #3 ® 3" C.C. SL = SCORE LINE ' y • 0 I P2 S/W = SIDEWALK S/W = SIDEWALK 75 mm �2" MANHOLE //E FRAME do COVER SEE ANCHOR DETAIL • • v P = PARKWAY WIDTH t HINGE PT. TO BE TO C.F.v y � WPJ P = PARKWAY WIDTH v ► ^ RA #3 0 3"C.C. TOTAL 4 #3 0 6" O.C. ON PLANS •. •. DIMENSIONS ! 100 mm 1� L V. SHOWN DIMENSIONS ELEV. SHOWN 41 150 mm 3/4" LIP I I WPJ ON PLANS 1 4 c 18.75 mm S/W = 4' MINIMUM 1.219 m S/W = 4' MINIMUM 1.219 In SLOP_ = 5' MIN. ADJACENT TO WALLS 1.524 m RAD 2 _ F I SIDE INLET J ' . 6" 150 mm RADIAL - 5 MIN. ADJACENT TO WALLS 1.524 m 3" 6" 75 mm - A1 -200 CURB Rt WPJ = 6' MIN. ADJACENT TO CURBS 1.829 m I f _ MAY BE OPEN 75 mm 150 mm 100 mm 4 -e- 11' r- 6 MIN. ADJACENT TO CURBS 1.829 m CHANNEL 75 mm 0.280 m -++�1 ,1 j 2.5• MIN P1 = 2.5' MINIMUM FOR CURVILINEAR ONLY 1.829 m P B 37.5 mm CALTRANS STD. DWG. N0.A87 0.762 mm ' w 0.5' MIN � = 2.5' MINIMUM 1.829 m FOR CONSTRUCTION THROUGH EXISTING NEAREST WEAKENED PLANED JOINTS. NTS 150 mm P2 = 0.5' MINIMUM 150 mm fp2 P2 = 0.5' MINIMUM 150 mm SECTION A-A REPLACEWICURB &THCOLD JOINTS. BETWEEN RAD 1 = p, � RAD 1 � P 1 RAD 2 = p S O.C.1 + S/W + RAD 2 = P2 + S/W #3 0 6" 150 mm UJ 150 mm 300 mm 11` I RAD LF 2 50 mm 2" 3-#4 0 6" 0.C 150 mm 50 mm 2' PROPERTY LINE PROPERTY UNE NOTES: 50 mm 2" 75 mm VARIES o M EXP NOTES: 3" 37.5 mm 71 34' of 1 . WEAKENED PLANE JOINTS SHALL BE USED FOR 1" CLR. - 3" MIN. 1 1/2' FULL WELD E EXP JT 1 . WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT EXPANSION JOINTS SHALL 25 mm �IP= - -_ - _ 75 mm R=15 mm 5/8' E 4' MIN. ALL JOINTS, EXCEPT EXPANSION JOINTS SHALL BE PLACED IN CURB, GUTTER AND SIDEWALK AT _ E � ° � R=25 mm 1' � 1.219 m - - _ BE PLACED IN CURB, GUTTER AND SIDEWALK AT UTILITY OR I THE BCR AND ECR, AND AROUND UTILITY POLES C::, ° ° ES/W THE BCR AND ECR, AND AROUND UTILITY POLES OBSTRUCTION LOCATED IN SIDEWALK AREAS. 3"x3" CONST. JOINT a" I 2 1/2- 4 4 NOT FLUSH TO RAD 3'-0» 100 mm 75 mm S. LEG 0 90° 10„ 62.5 mm LOCATED IN SIDEWALK AREAS. CURB i 2 6" 6" 1 -4 ° ' 2. CURB AND GUTTER SHALL BE CONSTRUCTED 150 mm 0.914 m 150 mm w5 ?AR 62.5mmx50mmz6.25mmx1.219m 2. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDE WALK. SECTION B-a 2 1/2" x 2" x 1/4" x4'-0" SEPARATELY FROM SIDE WALK. EXP JT GALVANIZED STEEL ANGLE MODIFIED MEDIAN A2-200 CURB 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED __----BCR-__ - BCR AT REGULAR INTERVALS NOT EXCEEDING 10 FEET 3.048 m NOTES ANCHOR DETAIL - 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED -••---- ----.------- ----.-•-----_. .__ AT REGULAR INTERVALS NOT EXCEEDING 10 FEET 3.048 m WALK AND CURB JOINTS SHALL BE ALIGNED. 1 . Concrete shop be 560-C-3250. CALTRANS STD. DWG. NO. A87 / / WALK AND CURB JOINTS SHALL BE ALIGNED. NTS WPj /• / DRIVEWAY (COMMERCIAL) 2. D=outside diameter of pipe or depth of ciII . W/NON-CONTIGUOUS 3. Section to be sloped lateral) with to cor`o- 'o the LEGEND ON PLANS SIDEWALK P Y P y SEE STD. DWG. t01-C graces of the existing sidewalk and curb. / 4J; UP 4. Manhole frame and cover may be deleted wig- eoe^ channel. pl - EXP JT 150 mm 5. Trowel finish top surface and reproduce mark;^ys of existing CURB �� yypJ WP,,- yypJ S/W 4' MIN. 0.51 MIN. sel, Sidewalk and curb. 1.219 m 6. Trowel finish floor of outlet. EXP 3 o. a 3 WPJ 3 3 3 3' a 3 WPJ WHEELCHAIR 3 RAo1 B' R. CURBSIDE DRAIN OUTLET A a ACCESS RAMP MIN. GUTTER PER STD. DWG 10203 - NTS WPJ L-DRIVEWAY (RESIDENTIAL) EXP JT R=2.438 m MIN. ExP JT (CITY STD. DWG. NO. 107-B.) EXP JT RAD, W J W/NON-CONTIGUOUS SIDEWALK ACCESS RAMPS SEE STD. DWG. 101 -A SEE STD. DWG 102 2x:��CONCRETE SIDEWALK 0150' MIN RIGHT TURN ONLY 45.720 m NTS • 275' MIN BUS BAY - RIGHT CITY STD. DWG. NO. 103 MINIMUM DISTANCE SUBJECT TO DRAINAGE TURN LANE (TRAFFIC ( ) V AND TRAFFIC FACILtTIES ANALYSIS MAY BE REOUIRED) w 60' EXAMPLE OF WEAKENED PLANE JOINT 18.2B8mw FLOW LINE GUTTER LINE (TYPICAL) /i NON-CONTIGUOUS FACE -LA-� NOTES. SIDEWALK - E - !AssLMSL�' -- 3.048 Ti 1.676 m � 5.5'R EXAMPLE OF 7 STREE- :;UTTER. 1 W'HFPE T`I' BASIN 'S TO BE CONS'RUCT=D WI-tiIN THE LIMITS TS CF EXISTING OR P?CPOSED Ii"'~- 10' MAX -�'I B -Wj lq � #4 O 12 I OQ 10CA- DE-RESSCN SIDEvVAL< CR IS CONTIGUO.JS TO SUCH SIDEWA_K THE TOP SLAB OF THE BASIS, VAv BE 2 I CONTIGUOUS !;:. �� rn DESGINL EAC- WAY` I, SU•�rACE DCLR _I-HE� MONOL THS WITH THE SIDEWAL( OR SEPARATELY USNG T-E SAME C_ASS 5/1/1! I O O I ' / SIDEWALK .• 1 .�.. I I ( - CG'N^RETE AS IN -rE BASIN WrEN POUREC MONOLrt.ICA_Lv THE SIDEWALK SHALL ?c" I I O"C.F. oIO � O C.F. ' f • • ' SIDEWALK � • �° .� . '' �- r + cuRe --ACE - - 1.219 m a' MIN - - - - - - - - - -- - R=25.177 m 84.57' ►. W I I \ R„V DED WITH A W=AKENED PLANE OR '-INCH DEEP SAWCUT CON'INUO:;SLY 4ROUV: -HE +��- - - � - 1 r° ' A '^ FAC, I I+-FI-CvF LINE _ - TXTERNAL DERWETER CF THE CA-CH BASIN WAL_S. INCLUDING ACROSS THE FULL W CT-I I - - - •'� V (V_�_ / O= THE SID:WALK SJ4FACc OF ALL 3XPOSEO CONCRETE 3 AL_ CON=ORM IN SLOE q I I A ° SCORING - - - I ;RACE COLOR F.NISH AND SCORING T_, EXISTING OR PRCPOSEO CURB ANJ WALK ROUNDEL R S/W , Y 2 Ex'Ra l -INE - 4 j IL I t I 4 1 �_ - A Ar--NT T 'r. ACI I J ON 2 SIDES OF I I ,• I I � I � ,�,� •-- C E BASIN N R MEDIUM BROOM � 6' MIDI �� " 1 1.829 m W > MAN-'%E FRAVE� I "�-CURE LIN; '� 1/4' R J 2 AL_ CURV70 CCNCRE-E SJRFACES SHA-L SE FORMED BY CUP.VED FORMS, AND STALL NOT 3 4"LIP I , iii AvC Y/ER I I i `LES J BE SHADED 3v °LAS'ERNG 18;75 mm I ¢ W ;ATOM 6ASIN ( ! DOWEL (TYP;. S2 S�OP_�/ J 3 PLOOR QF jA$IN SHAL_ BE GrVEV A STEEL TROWEL -WISH AND SHALL rAVE A .ONGITVC;INAL r.VAN-OLE FRAME I WAND COVER I 1 5'EFS }' R/ I AND _ATERAL SLOP_ OF t12 M'NIMUM AND �3 MAXIM,7M EXCEPT WHER= TH° GLITT:R GRADE i I ExO EDS8 PERCENT IN WHC.H CASE THE _ONGITilOwAL S_O�E 0= TaE FLQOR SCALL ac THE I I SAMIF AS THE GUT-ER GRADE SLOPE POOR FROM ALL DIRECTIONS -0 THE O_,TLET U 4 MIN 4 D NGNSIQVS B CURS Q I 1 2" MAX Y - B 3 FE=T z INCHES "W" WIDTH OF DRIVE = 35' MIN TO 50' MAX � 6�5' T_ _ 00 0' 10' 8uS SAY ONLY 2' -T w' SEE NOTE J ,' V THE OIrrEPENCE IN ELEVATION BETWEEN THE TOP 0= THE CURB ANO THE INVERT OF THE 10.668 m 15.240 m GUTTER 150 mm 1.981 m 0'•1T' BUS BAY - RT TURN E __ ___ I CATCH BASH AT TH_ OVTLE 1 -� 1 EXPANSION JT. EXPANSION JT. o � •z /,; 1 V� - TH' DIFF=_RENCE IN ELENA-ION BETWEEN THE CURB AND THE 11I AT THE VP ST REAM 00 O S1EPc `�' F T I ? RMI V H R F T • o ~ I END H_ BASIN AN SHALL BE DE E NED T REOUI EM=NTS O NO E O B S O B E 3. l •• Ln �A BUT SHALL POT BE LESS THAN CURB FACE PLUS 12 INCHES -I� �-OPTIONAL SUBu^RADE E I h I I I V. - --I'- DIFFERENCE IN ELEVAT'ON BETWEEN THE -OP OF THE CURB AND THE INVERT OF -HE \CON4ECTOR PIPE ,NLET NOTED ON THE PROJECT PLANS _I J o� O 1/2- R. "H" VARIES FROM FULL CURB HEIGHT AT Z ------ _� OPTpNAL ROUGHENED OF MONOLITHIC H e- uV_ESS OTHERWISE NOTED ON PROJECT PLANS NOTE: CURB RETURN TO BE • e • �!' • LL -a� CONS'. JOINT (--P) CATCH 5ASiN � STREET TO ZERO AT SIDEWALK e • e • a ♦ w L� 4" R CONNEC'ION W' NOTED ON 'H= PROJECT PLANS 12.5 mm 1 POURED MONOLITHIC o o e••°ee°•°• • e •. V. .. a o �j WITH DRIVE APPROACH. • ° eeeeeee eeoevee•eeeeee oo° • 2 I P A THF ANG!E. IN DEGREES INTERCEPTED BY THE CENTERLINE 0= THE CONNECTOR PIPE ANP I o o • o D^WEL !EYP)� I SECTION A-A THE CAT(,H BASIN AAL'- TO wroCH THE CONNECTOR PIPE IS ATTACrED L 200 mm ZOO mrrl J � � - J CURB HEIGHT PLUS 8" min. W 200 mm B" 1/2" R 8' CURB ONLY 8'• P C C CONCRE'E 5 PLACE CINNECTOR PIPE AS INDICATED ON THE PROJECT PLANS UNLESS OTHERWISE SPECIFIED. 200 mm (.� PLAN THE CONNECTOR PIPE Si ALL BE LOCATEC AT THE DOWNSTREAM END OF THE BASIN WHERE SECTION A-A 12.5 mm PER CITY STD WITH WIREMESH. 6" SO TQ GA -HE CONNECTOR PIPE I$ SHOWN AT A CORNER THE CENTERLINE OF THE PIPE SHALL INTERSECT DWG. NO. 104 ON 6" CLASS II A B CITY Q THE INSIDE CORNER of THE BASIN THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY DESCRIPTION OF REVISION DATE a TO INSUR-- MINIMUM 3 INCH PIPE EMSIEDM:NT, ALL AROUND WITHIN -HE CATCH BASIN WALL JAPPROVED:STRUCTURAL DATA AND 3ANCHRACIUS OF ROUNDING OF STRUCTURE CONCRETE ALL AROUND A[:JACENT TO PIPE SECTION A-AW WALL `AN-QR SLAB DfQL),IEy ENDS A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN �HfES R GREATER CITY OF RANCHO CUCAMONGA ANC_ REINFORL;EMENT RfvWREM NTc � PPE TO THE CATCH BASIN Y7NEYFVFR ANGLE �A- IS LESS THAN TG DEGREES OR GREATER THAN 100 mm 3/4" LIP (1/2" R) Z w ✓ 9E N1,1ft .yr N' -,I 110 DEGREES CR WHENEVER -HE CONNEC?OR PIPE IS LOCA`ED IN A CORNER THE OP?IONA: ! I T _ TLI F �-__ R C RE, e: l USE QF A MONC.ITHIC CATCH BASIN CONNECTION IN ANY CASF IS PERMITTED MONOLITHIC 4" "SHINER" 18.75 mm 12.5 mm P MAY MAY wALli 5:A3 I KN..L� C47CH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING S'ANOARD LENGTHS AT FLOW LINE S/W O.5' 150 mm£. ,'_�� - PIPE 4 MIN f` STREET IMPROVEMENT PLAN B-+= 1 o E [ 6 STEMS SHALL BE LOCATED AS SHOWN: IF -HE CONNECTOR PIPE INTERFERES wITR THE STEPS. 1 1.219 m ; BUS BAYIRIGHT TURN LANE Z ° THEY SHA_L BL .00ATED AT THE CENTER_ NF Or THE DOWNSTREAM END WALL STEPS SHAD 1 BF SPACE, 12 INCHES AP4PT THE TOP $TEP SHALL BE 7 INCHES BELOW THE TOP TO THE O HIGHLAND AVENUE _14 1 4' 6' g.. F a " MAN- CLE AND PROJECT 2- '/2 INCHES ALL OTHER S7cPS SHALL PROJECT 5 INCHES 1/4" PER FT. I NTS �` ✓ ° c ROADWAY SURFACE T ,BTR J. `i DOWEL DETAIL_ 7 c-WELS APE RFOUIRED AT EACH CORNER AND AT 7 FEET ON CENTER IMAXIMLW; ALONG THE 1/2"R 12.5 mm (CITYSTD. DWG.N0. 119) DAY CREEK VILLAGE - PARCEL MAP NO. 15781 r 0.CK'WALL V 200 mm 8" _ ^ �0 6' } 8' c ��� T /F B THE FOLLOWING STANDARD CLANS ARE INCORPORATED HEREIN DETAILS z �- e %� ° 8" PLUS CURB 200 mm j z : 9' 8 8- � u i 306 MONOLITHIC CATCH BASIN CONNECTION HEIGHT I - 1�� ��--- E� 304 CA'CH BASIN PEINFORCFMENT (M" DRC 2001-00638 ROW 2002-01424 a 11c I E 1 C�t 305 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR _._..- `R1 ` 320 CATCH BASIN MANHOLE FRAME AND COVER SECTION B-B APPROVED BY ' DATE: CL L FOR > 28 v > 2' OR 9 > 4 SSE PROJEC` PUNJ 325 STEEL STEP _ CITY ENGINEER RCE mfr % w NOTE: CITY OF RANCHO CUCAMONGA DESIGN -- - - - - RECOMM D Uj MORSF 17320 RedAyl Ave. W THE RADIUS 'R" OF THE CURB RETURN SHALL EQUAI_ THE DISTANCF FROM THE CURB FACE TO THE NEAR EDGE OF THE SIDEWALK g J B sulk,C _� 0O WITH A MINIMUM OF 1.981 M (6.5') AND MAXIMUM OF 6.096 M (20'). THE CURB RETURN SHALI BE POURED MONOLITHIC WITH BENCHMARK NUMBER 163B ��R I�~ v„�9499251'!821 -- _ Cr PENIN DRAWN °'- = 36 CURB OPENING THE DRY[ APPROACH. ELEVATION : 1297.297 :C"uLT: FAX 949-251-051 6 SHEET NTS 24' EAST OF IZ ETIWANDA AVENUE B.J.B. 4 _9 DRIVEWAY APPROACH iL NNe r5 ENGINEERS SURVEYORS _-_OF_ _ F- 'I (CITY STD. DWG AND 40' NORTH OF � BASELINE. SET G CHECKED DRAWING NO. NTS BRASS BENCH DISC IN TOP OF NE END RCE NO 52496 w (CITY STD. DWG. N0. 101 TYPE C) OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE 1 �- 03 FILE NO 1855 Cn PROJECT SHEET NO. OF \00700`',IMPIANS','SIP A.dwg ;122103 18+00.000 449.863 G8 0 r, TOP OF N'LY CURB 'l 453 -4.613% <1475.93> 8 04 -_ -0.956X -0.533% -1.028% -.4. °' ^ §0 450 -0.910% -0.869% -1.950% 729% _ 452 N -2.4382 4. +r �_ 449 OD 000 0 � �� p^ m A g m A g -3:38gz � �4z -Z v - 451 t 00 `�' OD N N O to N O t�D t�C� ^ W n 448 z R- 6C0' MIN + . °� `��°* a$°� of '* •"� • § a2 m _4'6g4f N co 0 v �' Ci m A +r? °� N N � �i c� ,^� to TOP OF N'LY CURB -4.822% - - ai>ti -- - 450 �� �� V �U nN +N �+°f m A 8 447 - ^p M �'n V �� V ^� �� �C9 + n ! � � co m v �� � $ow v � 4m +,� �� +°pts W v V 18.370m<60.2T> 19.016m<62.391> D/A PER STD. 10 1 C c O.C. O.C. - n 10 �to O U t0 m M p V 8� n m n R/N. +N 8 c'f M t0 tJf O(� C M N ♦ p ^ + + + 29. N � ♦ N t0 In t0 r' ^(V N p pNp N Cm9 V O tp vv �� V �� V +N �� �tC ^ v Ito fl- m A > 453 1.503% v �� V " �� ^ _4.1s1X $" ^ °.Q in 450 -- -- - id -' �� �' 8 n ^ r _ tC -_0_511X- ---0.579% - -_0.418% - _-_1.448% v c� r+•, cnv l 4.sg3 v g t`Oo, z I 452 --- -__x.905% w V 9+� � � __X OD 449� 449 ' /� °� VARIABLE . I» VARIES -_� �.i EXIST. GRADE -_2 6982 v o 4.88 v 2.5' MIN CD 4zLa 451 g" o �' _ 3 2952 _a LU H 448 NOTES: EXIST. GRADE _ EXIST. C GRADE Z W RADII FOR CURVED SIDEWALK SHALL BE BFTW__N 600' AND 1000'. _ W r 450 +,�; .- _„� V 32.31 32.33, 447 2 ALS RADII SHALL BE STAGGERED. tDv V O.C. O.C. 3. SIDEWA-K EASEMENT REQUIRED FOR SIDEWALK THAT EXTENDS BEYOND PROPERTY UNE N o y49'4 4 < EUS STOPS SHALL BE A M�NIMUM OF 70' ;N LENGTH. SIDEWALK STALL BE A H ^ 0 M � p�4 O4 y4 MINIMJM OF 6' IN, WIDTH ADJACENT TO CJRB. � a N SIDEWALK SHALL BE 3.0' AWAY FROM CURB FACE EXC=P? AT CURB RETURNS AND BUS STOPS. cd 'F ^ F, E SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT t � n U- � 1 SHALL BE MADE IN THE FIELD AVD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS bo U L_ � APPROVED BY THE PUBLIC WORKS INSPECTOR AND PRGJEC- P,ANNER PRIOR TO FINAL Z 10.257 m 8.516 m L* '� b b ,ti ;' � CONS-RUCTION. Z <33.65 > <27.94'> to b° 7. -H£ F ^ m A v S'DEWALK SHALL BE IN THE NORMAL 2% PLANE MEASURED FROM TOP OF CURB. N Cl 10`�p C •M m E E E E E c� U UNLESS OTHERWISE NOTED ON PLANS m A �t9 O.C. O.C. E �' " c``i `� ts aD N C-4 p tD tp OD A g A A N ' N N E E �XX t♦DWN r- •►7 N OU On CD A p p ^^ M A p 0 0 pop o + C-4 V trOW� v - '* % 8 � gM M vl� � O� � pM n U 0 [LM A �� � � N 17 � � f� � � � p W p CURVILINEAR SIDEWALK ♦ _ N O N tV m t cV a 't M 9 N N U ►7 � W .� m w `r°� V ^m CNI+°'• � +� � 8 n + � a-(7) ` o mn C4! , - � � ``' � oofoo � 2 NTS . t n 1L') N CO v v r- M n U' d0 + � � to �j a° -0 828% v + V ^ m A ,3 v ♦ ,R 450 (PER CITY OF RANCHO CUCAMONGA STD.DWG. NO. 114) 453 _0_487X ---1=187% - `' r� $p g ����84�z N '»� 9'49'49'4�y -=0.836% _-- 1.600% -2.790% ^.r ,c; -4.1452 0+o v �+�• 9.848 m 4 9'4�4 44 452 - ___�.89oz � +� `5•o�sz � 9.854 m 449 ' m n - v - O.C. 451 TOP OF EXIST. SLY CURB �� o m n _317 � �� -5.3j9z O.C. 448 o N 25 p `�, SEE INSERT 'A' -�% INSERT 'A' + g� _ TOP OF SLY CURB PROFILE SCALES 450 v +tq AT RIGHT r HORIZON 1:500 447 �- n TOP OF EXIST. SLY CURB VERTICAL 1:100 +40 + 60 +80 17+00 +20 +40 +60 +80 18+00 +20 +40 PLAN SCALE 1:50 NOTES CONSTRUCTION NOTES ❑2 EXISTING PARCEL BOUNDARY PER PARCEL MAP NO. 15781 AND O1 CONSTRUCT TYPE A2-200 CURB&GUTTER PER CALTRANS STD.DWG.NO.A87 AND DETAIL SHT.NO.4 LANDSCAPE SUBJECT TO CfiY ENGINEER AND EXISTING RIGHT-OF-WAY CITY PLANNER REVIEW PENDING RIGHT-OF-WAY O2 CONSTRUCT 1.829 m<6'>CONCRETE CURVILINEAR SIDEWALK PER DETAIL SHT.NO,4 RELINQUISHNENT � �� �3 PROTECT EXISTING CURB&GUTTER IN PLACE ® SAWCUT&REMOVE EXISTING AC PAVEMENT ® PROPOSED RIGHT-OF-WAY © CONSTRUCT DRIVEWAY APPROACH PER DETAIL SHT.N0.4(WIDTH PER PLAN) © EXISTING 30"CML&C STEEL WATER LINE O7 REMOVE EXISTING AC BERM . �7 EXISTING RIGHT-OF-WAY ® REMOVE EXISTING CURB&GUTTER 1 � ® 2:1 SLOPE,LIMITS OF GRADING a = Q 10 PROTECT EXISTING CURB ONLY IN PLACE O CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHT.NO,4(WIDTH PER PLAN) PROTECT EXISTING � °O 00 10 CONSTRUCT RIGHT TURN LANE PER DETAIL SHT.NO.4 BERM IN PLACE °cam° a to J rn = f- <1449.50> METRIC ELEVATION CONVERSION INTO FEET o + c� Qf = 13 INSTALL AC PAVEMENT IN KIND `D + oo J <35'> METRIC DIMENSION CONVERSION INTO FEET PROTECT EXISTING Z CO r� v~i + `� 18 REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE FENCE IN PLACE REMOVE EXISTING CHAIN LINK FENCE °0 8 10 - PAVEMENT OF FUTURE REMOVE AND RELOCATE EXISTING GUARD RAIL BEHIND PROPOSED 5'SIDEWALK LLJ N N F� W 7 wi 30 WESTBOUND OFF RAMP Z j LEGEND 51 INSTALL STREET TREE PER LEGEND ON SHT.NO. 1 J z '� r� � � O J cD _ - - - - - ----- - to _ _ AC PAVEMENT REMOVAL AREA REFER TO SHEET N0.7 FOR STREET LIGHT INSTALLATION > E_ (452.677 TC) 7 o 452.573 TC r - - - -------_- ___ ' �l ]C " - � - PROTECT EXISTING tb , S AC PAVEMENT INSTALLATION AREA �z � 13 (452.473 FL) � � � 452.369 FL 1 _ 1� w - - - _ N U36'OT W 17 13 -- -_ FENCE IN PLACE o� _ w - 3 EXISTING 5' R=1.372m<4.5'> E o � (452.271 TC) D � z N 6 SIDEWALK /u N --�L�� E --_ '` > .� (452.067 FL) ��3 9 W=1.829 <6'> -� 4 __ L' �C' cn w 5 a W t3 1 ' �s�. 51 �, �� CURVE TABLE CIN METERS ) o ^_ _ 4 8 �'�, 7` I�'���3q� � h^CO- v� # d R o 0 2 -1-,- 22-48 ' 00'449J69�� L PROTECT EXISTING Cl)w a v ;; N 8929'35 W o - - \��449.565 Y _� A 25 777tH 1 0 257m 5 197m GUARD RAIL IN PLACE Z 3 z Z 3 �� B 18-55 '38- 25 . 777m 8 . 516m 4 . 298m O Z E o O� R=3200m<10.5'> - m Co E ,\ rn 6 Xi w3 � Xcn � 7 o rn _ ,' v �rn = U �J 3 � 9 /B C 4°50 ' 01 ' 270 , 001m 22 , 777x1 11 , 396r) Z w v z 1n 1n Q cn o Q o o a ,72 j�, / 19 ° rn uo C o x'49 R \ 13 D 31 04 29 280 , 059m 151 . 891m 77 . 864m Q 11 c`I a r` to i i co + n I` f1 J \ 4`` , ° 3 to N o N � rn � N _ � m ^o �, ) '--l- + 1 E 21 32 '43' 286 . 765m 107 . 835m 54 , 562x1 �� g + w� + W z + J Q o _^ a o= \ F 2° 03 '48' 287 , 375m 1 0 , 348m 5 , 176m W DAY CREEK CHANNEL O z:'n Z W N N 53 ,� - A 4�� X V muj 2 o ^ f, 10 '� �o DESCRIPTION OF REVISION DATE CITY I 8 �� �.r APPROVED: SEE fAWIMG 1885-L _• l�2 W=1.829m< '> 4 13 ` O° LLI � �� �o 2 CURVE TABLE CIN FEET ) Q3 "n z- � 1 CITY OF RANCHO CUCAMONGA W SOUTHERN C °MFORH °� EMON C�ORMOf� �h� A 22°48 ' 0 0' 84 , 57 33 65 ' 17 , 05 ' ------- -- Q o • o vSTREET IMPROVEMENT PLAN • x '�' '� v B _> B 18-55 '38' 84 . 57 ' 27 94 ' 1 4 . 1 0 ' v � C 4°50 ' 01 ' 885 . 83 ' 74 . 73 ' 37 . 39 ' Z Q� D 31 ° 04 '29' 918 , 83 ' 498 , 33 ' 255 , 46 ' HIGHLAND AVENUE 6 51 o E 21 °32 '43' 940 . 83 ' 353 , 79 ' 179 , 01 ' PARCEL MAP NO. 15781 TYP• ��� F 2° 03 '48' 942 , 83 ' 33 , 95 ' 16 , 98 ' DAY CREEK VILLAGE - PARCEL MAP NO. 15781 (STA. 16+46.282 TO STA. 18+40.000) , DRC 2001 -006381 ROW 2002-01424 a OVERHEAD UTILITY NOTE APPROVED BY DATE: _ GRAPHIC SCALE HIGHLAND A Vel V UE EXISTING OVERHEAD UTILITIES ON BOTH SIDES OF CITY ENGINEER %tet RCE N LLJ 0 10 20 30 40 HIGHLAND AVENUE SHALL BE PLACED UNDERGROUND FROM CITY OF RANCHO CUCAMONGA DESIGN - RECOM ED -.' M O R s[ 171X1 R.Aie Ave. W THE END-OF-LINE POLES ON THE WEST SIDE OF sui*756 B.J.B. - _ DORI[N Irvine,CA 9261/ DAY CREEK BOULEVARD TO THE FIRST POLES WEST BENCHMARK NUMBER 163B - - � SHEET a OF DAY CREEK CHANNEL PRIOR TO PUBLIC IMPROVEMENT DRAWN �.I�� � $s t. .� v°•e v1v2s1-ee21 ACCEPTANCE OR OCCUPANCY,WHICHEVER OCCURS FIRST. ELEVATION 1297.297 N o IT= rAx: vw 251 .5 IN METERS SEE STREET LIGHT AND DRY UTILITY PLAN ON SHEET 7. 24' EAST OF Q ETIWANDA AVENUE B.J.B. P Af4 N E R E N G I N E E R S SURVEYORS OF `'' H 1:500 AND 40' NORTH OF Z BASELINE. SET - -- - BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 52496 DRAWING N0. w OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE '�-�_ �"� FILE NO cn PROJECT SHEET NO. OF 1:\50700\IMPUGNS\SIP-05.dwg 7/22/03 CID ,5 a ^668m<38.28' 20.007m<65.64'> 14.905m<48.90'> .709m<15.45 5.084m<16.68'> \ $ M m n U 4.115m<13.501> 15.71' 32.07' - �X TOP OF N'LY CURB h'N to O.C. O.C. O.C. O.C. I R O.C. a A g N �i $ N w m O.C. 15.71 O.C. 447 n om -5•?7 �M � 0 cc - N �o i *3 x o+t � o-* j ���' � ^ 9'4 9'4 9'4 9'4 O.C. 49'4 94 9 32.39' 441 a, mn• N i 3z a°g aoi 5 455't to �4• N v N°f• r'? aQ' o b; oo r` 9'4 �4 9Y4 9'4 N °�• ? ':� �c, O.C. 446 M O °D A + v r• my -; 520Z v :F •^o, �_ �5 r- ` 49'4 go, ^ �" o m00 m v + +°rW v .� ,� - � aor. Y4 6/4 440 00^ _ °R �d -5. v M n + -3.395 N m EX. TOP OF W'LY CURB U U U ,� _ ►� 00 N r V + W n �' 0- �D N t4 Of d X -0.000% '60 10 .r 1v b L- I, Lr U p 445 w v +°° ± W4 o _ m ori a o of A M ^ -2.654% U U U U M 1>0 U 439 r N SEE INSERT A 5, m N $ _--_-- v to .r ??SX `� Cv Lo � ��� M TOP OF N'LY CURB- - b 1.� :� 10 '60 '� � K> � M � � co AT RIGHT ''� `:� y m § m U , 444 + � m A v v SEE INSERT 'B' §++ • 4 <°$ � � o A � C> L- u- � �' '� L> 438 CL pp M ^ 6.386m 5.809m 6.504m AT RIGHT $� im V m ^ �m �°Qp g E E E E E m m A 612 V ^ <20.95'> 19.06' <21.34'> ♦ _ +W r, :F ' t3 �_' cj � G !s C1 O m +M 1 O.0 ^O.C. O.C. V o N g 0 ^ N v V 00 E E E E E o o o E E E U NO Q A Q, + o� A t S ^ SO O + Iv � � o Lo O N E E 447 0" o ao v 5 v ,$ i W r-t ` < F ,o -5 21? m ° r n -- w N o !'s tz i; is M �, +� on, r' o o 441 pp $ n � X oM o o► m� o 0 0 0 o M o 0) Ot�D 3172 O+i* cV N N - N� V +� n M 5E� E E E NNCVNCj RON C> o 446 � v :. v Z; C14 4.sTsz Nov +a� OD rf) ui nm � - - c� 250 � � t � N � � � 440 v ~z v _ 0 0 0 0 0 49'4 � � r- � o Q m n o -4.930% v 3.475 N '�' v `' ^ `o U 9'49'4 445 ZS O - :� `EQi W 9.775rn n v 5•?92jr m n 5.196% -2.1 < 9'4 9'4 9�4 9'4 W < < 439 OO g Ld O N m ^ ,S 3342_ M o$ _ 88X �i 4.788 m O.C. v 4949'49, 44'4 � w N � § N TOP OF N'LY 0 n +U� , m a n TOP OF N'LY Y^ ^ O C 9�4 9�4 �Y4 9'4 9.872m + 438 v fir: «� �i .. MEDIAN CURB a ^. N t o < o d MEDIAN CURB �.- o m <c m 4.788 m O.C. co m o� ^ ^ v I I wi c, A TOP OF N LY rn =U O ♦ co+" V a+o $ +t c� ''? 1 Ln o MEDIAN CURB a9' � M n �w M O.C. 5 2� °� m A v N N Q 0 N ;'$- m °' v g,°i g N ^ �`!��v SEE INSERT A SEE INSERT B 447 �'z 8 N ,-- $� vV U' �^ `5?1?X O+ gCmc A +8 441 p pb g p Q Z �53p4Z `� g� ��� ACV •N ^ _` -4 N v +m OO OO N N� ��� 52 v k � �� - 6p3z O°�, gN ''� $ + 440 446 F- + _ • SgX " + 4 y W EXIST. GRADE �' v •• r, c,z v N v o+ + 29.45' 32.10' } - �� _ 3. X N v 0`-- 445 E=n �`'c' sX MST. GRADE 5.3042 0 - 475_ N v ty 1 15.71 O.C. O.C. 439 LLI X O.C. 49'49'46/ 9�4 9'4 er4'Y W < 3.188m -\ 6.227m \\ EXIST. GRAD E - Z y mm c� 10.46' ��� ^ ,43' 6.319m 6.167m ��J M ^ --- 0.650% - - - _ 15.71' * N - Co o, N 444 m A� O.C. -73'> rn -- 94 9'4 94 94 O.C. a, .r n n &I K; Lo 438 J n a m ^O.C. N i i �r � C14riM m O.C. b rn ,ri c m N N '� Q' o> v; o, 4 (c of = rn �a to ^ CQ n N co c� n O.C. ' �� �m ^ m _ �_ �4 �4 �4 �4 ��� tC)�� to O^D m A + V N ��^ 1NUM � m A A v p0 m n M O u_ U U _aqp .} p� (9 C I� CV 8 O N M C> U C> C� U U c� U '� Q `r w t0 of O �_ V N -w� C N �5 ♦CA O a^0 N M A Eh b° '� '� 1„ b c> k 1 N m M 'bo %a � t4 b � u- u- u- � U � N 448 M OD N M g r� t0 ~ +$" " + °'°' .4- 06 '5 31 v v N �_ 00 � ,� $� N M N� �► °'• ♦v 441 pp U U U U U v> OD ♦ V d v L O _4.6 j O+ E j\ Irj N V b 1� '� 10 'bo c�`i 447 Q $ m + -5.179% + v "' v 8 N° v +a ,f E E E E E u- %0 440 2 o,< v ~z TOP OF 1 - oa mN _ U6L- CID ^ c o MEDIAN CURB 3 49pX `V '� v o � o E E E " Ij 446 �, w o a -4.855% m " 2. o o C> C> E E E 439 g^ ° M n ^ m �' N 5.736% -5 349% m A M 2 -4.583% m A TOP OF S'LY % E Ys Y3 0! 00 n ^ m n $ o 445 °p m m n TOP OF S'LY m v -5.138% c� O MEDIAN CURB o U- L- L- U- °� w n rn 438 v `O p p-p ,r� v> pp M o +m a ►� `D - U U U U U I o, 04 �o + tG tD M w t MEDIAN CURB O m tri n Cm N \ r7 0 0 0 0 0 E E E E E O� 00 n OD o+o ' w n + o v 1* n `�+'r'• 9.455m 20.809m<68.2T> 20.809m<68.27'> 20.809m<68.2T> 3.682m n g s U 49'49'481' `o °f v ri rn O1• °f v <31.02'> O.C. O.C. <12.08'> m u� w - - 8.976 m a W M 0 6 0 0 oW 4 ,5 31gX + v w3^ ^ m O.C. m o m n O.C. ^ �., ^ O.C. M 94 949'4 447 _5 � v * ,5 3g4Z co c M A 9'4 9'4 9�4 9r4 .: �! 9.784 m 441 446 TOP OF S'LY CURB z 00 v g+ � -5 3, + SEE INSERT 'D' �4.4g4 n ^ 4.788 m 94 94 94 94 + °O.C. 440 v Z .5 3 AT RIGHT �.. v ° '`' m SEE INSERT D gz n m _ 3 v 4.788 m 445 SEE INSERT' 'C' S. gX TOP OF S'LY CURB m m co rn ^ O n 1932 v v O.C. 439 A N -2.2412 AT RIGHT -5•?88f $m ,M wg 1 � a�^� - - SEE INSERT 'C' PROFILE SCALES m _ a cy TOP OF EXIST. 438 444 v v S'LY CURB _3.063% HORIZON. ERTICAL 1:100 _ N +40 +60 +80 19+00 +20 +40 +60 z +80 20+00 +20 +40 - ^ PLAN SCALE p \ M N o ^ 1:50 06 \ v v CONSTRUCTION NOTES CURVE TABLE CIN METERS ) GRAPHIC SCALE �� �\ Ol CONSTRUCT TYPE A2-200 CURB&GUTTER PER CALTRANS STD.DWG.N0.A87 AND DETAIL SHT.N0.4 0 10 20 30 40 A 4 5 0 ' O 1 270 , ,O 1 m L T Q2 CONSTRUCT 1.829 m<6'>CONCRETE CURVILINEAR SIDEWALK PER DETAIL SHT.NO.4 OVERHEAD UTILITY NOTE B 4°40 '41 ' 260 . 113m 22 . 778m 10 . 606, O CONSTRUCT CURBSIDE DRAIN OUTLET(MED.CAPACITY)PER DETAIL SHT. N0.4 IN METERS ) EXISTING OVERHEAD UTILITIES ON BOTH SIDES OF C 157° 16 ' 0 1 ' 0 . 305m 0 , 835ri 1 . 515 m ® SAWCUT&REMOVE EXISTING AC PAVEMENT HIGHLAND AVENUE SHALL BE PLACED UNDERGROUND FROM D 22-24 '43- 8 . 153m 3 . 188m 1 . 615m [�5 CONSTRUCT TYPE Al 200 CURB PER CALTRANS STD.DWG.N0.A87 AND DETAIL SHT.N0.4 1:500 THE END-OF-LINE POLES ON THE WEST SIDE OF \ \ DAY CREEK BOULEVARD TO THE FIRST POLES WEST �\ E 1 -24 '32- 251 . 884ri 6 . 194m 3 . 097m © CONSTRUCT DRIVEWAY APPROACH PER DETAIL SHT. NO.4(WIDTH PER PLAN) OF DAY CREEK CHANNEL PRIOR TO PUBLIC IMPROVEMENT F 15-21 '41 ' 23 . 226m 6 , 227m 3 . 134m ACCEPTANCE OR OCCUPANCY,WHICHEVER OCCURS FIRST. ` G 12-38 '45- 27 . 932m 6 . 166m 3 , 094m ® REMOVE EXISTING CURB&GUTTER SEE STREET LIGHT AND DRY UTILITY PLAN ON SHEET 7. \ H 19-28 ' 10- 248 , 836m 84 , 555m 42 . 691 m O9 CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHT.NO.4(WIDTH PER PLAN) 6 I 180° 00 ' 00' 0 . 61om 1 . 912m 304 , 800m 10 CONSTRUCT RIGHT TURN LANE PER DETAIL SHT.N0.4 oX J 31 °20 ' 18' SO , OSm 136 . 770m 70 , 153m 13 INSTALL AC PAVEMENT IN KIND % �% 'r�( L 15°27 ' 05' 239 . 997m 62 , 359m 31 . 358m rMI + z y o w t k 15 CONSTRUCT MODIFIED TYPE A2-200 MEDIAN CURB&GUTTER PER CALTRANS STD.DWG.NO.A87 �, �o M 19 27 ' 04 247 , 616m 84 . U61 m 42 , 441 m AND DETAIL SHT.NO.4 PARCEL MAP NO. 15781 w o �, N 12°47 ' 08' 29 . 151 m 6 . 5 05m 3 . 267m ,,, 6 p a' �, r¢ \ r) D 16-37 el- '47' 22 , 0 07m 6 , 396m 3 , 216m 19 REMOVE EXISTING CHAIN LINK FENCE CD W P 1 °24 '32' 250 . 665m 6 . 164m 3 . 082m 51 INSTALL STREET TREE PER LEGEND ON SHT.N0. 1 Z v / \\ '29' 283 . 141m 151 , 891 m 77 , 864m REFER TO SHEET NO.7 FOR STREET LIGHT INSTALLATION 0 51 `� o ^� _ o � °p�W + z / -� \ R 5°49 ' 17' 287 . 376m 29 . 197m 14 , 613m ITYP �' �•, 19 9^0 0� '' �' ►� '' ` -'-�{ // 5© INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY STD. 542 W + + -N r 47 rte' N E n O> C? �r U co r-o -� `' ~ N �- ¢' �`' U °p o+o �} P19 �' EF -- o'er. a �> < Q 3 ►- c,, C.+ / 5 !� 5 cn 4 v> �j[� / a o C" -- cv "> r, w � o �'- h ._-58 : [� N N � i� � 1 � 1 F= .� 1� CV U J / t _l • N10 m <152.82'> w ,�� `r w M `� N cn o a try / `� ry rn s �. 0 2 _ _ _ 16.459M C54'aj> �+ �ws1r�1,1 , Q CURVE TABLE CIN FEET ) , /'' Q4 X cd C� U + vWi N 3 -' o � lC l SC r� TYP w 4 R - --- 32.352 1 = ' - 9.196 m``' Cr) 51 '2 (Otl P' no ' /' # A R L T ao co W _ - __ 1 , m<106.14' <32.14'> + _~ A 4-50 ' 01 - 88 5 83 ' 74 , 73 ' 37 . 39 ' •i �13 _�- o ^ `�' - -- _ - '- O.C. 5 `V 1 9 / N85'> 8 o /� ,_-.-`' B 4°40 '41 ' 853 , 39 ' 69 , 56 ' 34 , 80 ' W Q 6 N 58'3 �o�"9 - - > --- 1 / 4 63 S� \ O W .� - 1;18' > ti --- _ g / R.1T , •SEE /� 7° 74 ' 4 . Z - G ,; 4 _mow �� �I `' �� W��� --_ 1 -_ - - �. C C 15 ° 16 O 1 1 0 0 2 , 97 Z oft _�• o �. �[445.15�j � h C AA 6�v N6p0 W 4 � 19 v _ _- ` D 22 24 43 26 . 75 10 , 46 5 . 30 , a •> - 10 �e -- • 8 TC -��_�`; J9 � 13 E 44 `._ - `' _t5 � 443'923 441.49,3 - - _ -7FSv 12 - ---- _ __ -- _ _ 41�2° ' N 1� \� F 15°2 '41 ' 876 , 20 ' 20 , 43 ' 10 , 28 ' � 4 TC 442.289 6337 43' W - N N 13 ___ - 438 �` w SEE SHT 8 2 D X29 w 13 141.881 G 8 '45 91 . 64 ' 20 , 23 ' 10 . 15 ' 4 � _ - ,1__-f1T_ 4 15 H __ w I -' • `� H 19 28 ' 1 0 816 39 ' 277 41 140 06 ' Q ► 2 �' --- - DESCRIPTION OF REVISION DATECITY { t _ is `i' 5 ��1� r �'J 1 � � I 180° 00 ' 00' 2 00 ' 6 28 ' 1000 00 ' a �_-44259s� = ' 7 APPROVED: ^. 4 B . S E 11 a, ^ 0 13 - • J 31 °20 ' 18' 820 , 39 ' 448 , 72 ' 230 , 13 ' W CidE E ,r F I �t41.893 TC 20 N R- 658 m <11'> 7, acs 6 ° 0 ,� o> M 4 - G 4 13 •i` 3 3 ,.. .L 9p 92 L 14 53 15 787 . 39 ' 2 04 59 ' 1 02 . 88 ' Z +06 �, ,� -- _ _ 1. ` „ EXIST. 24 RCP p 08 - ___ 689 FS 1 / OF RANCHOCUCAMONGA - --- y/p M 19°27 ' 04' 12 , 39 ' 75 , 79 ' 139 , 24co ' w pip�£(, 0 N 12-47 ' 08' 95 64 ' 21 . 34 ' l o , 72 ' STREET IMPROVEMENT PLAN a ►_ m v2i,� �^, W �^ �� 2 v + 8 -_- �� 6p�`�FN�F D 16 37 '47 72 , 20 ' 20 , 95 ' 10 . 55 ' Z �3 ,� � + �� m B i _ - -- _- _ \, �q� P 1 °24 '32' 822 , 39 ' 20 , 22 ' loll ' HIGHLAND AVENUE Q 31 ° 04 '29' 918 . 83 ' 498 . 33 ' 255 . 46 ' _ a+o R 5°4 9 ' 17' 942 . 8 3 ' 95 . 79 ' 47 . 9 4 ' DAY CREEK VILLAGE - PARCEL MAP NO. 15781/DRC/ROW O cu c N Co N � I ot. 2 N 0 = + ,Nr o U LIO 5J 0.280m< .92> o (STA. 18+40.000 TO STA. 20+69.208) Of-v i rn + ^ 'F m ,� �> "� O.C. v 36.266m<118.98'> 51 `�►+ J 5 G Z NOTES K 4- cc W) r W 3 � �� DRC 2001 -00638 / ROW 2002-0. 1424 a 6 + o opo � � a o `c>JE = 3 = i N �\ G _ - _ J 02 EXISTING PARCEL BOUNDARY PER PARCEL MAP NO 15781 AND �' N + z ,N ,N APPROVED By DATE: EXISTING RIGHT-OF-WAY •- _ . �� CITY ENGINEER RCE 0 z w F3 PROTECT EXISTING CURB&GUTTER IN PLACE rn aJ 3 N • �` DESIGN CITY OF RANCHO CUCAMONGA MO!![ 17320 A- RECOM ED W ® PROPOSED RIGHT-OF-WAY �� LEGEND B.J.B. w».750 _ > DOK ICN kvi-,CA 92614 0 PROPOSED SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA wo BENCHMARK NUMBER 163B M°ic° 949 251-88x1 PARCF,I, MAP NO. 15781 w DRAWN . i 11 V, .i SHEEET a v, ELEVATION 1297.297 B. P � NIR ENGINEERS SURVEYOR SU`RVE4TOR56 OF © EXISTING 30"CML&C STEEL WATER LINE HIGHLAND � 0 AC PAVEMENT REMOVAL AREA 24' EAST OF � ETIWANDA AVENUE � 6 AC PAVEMENT INSTALLATION AREA AND 40' NORTH OF Z BASELINE. SET - -- - BRASS BENCH DISC IN TOP OF NE END CHECKED 52496 DRAWING N0. w RCE NO OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE '1 s�_ � FILE NO 1855 t~n PROJECT SHEET NO. OF I:\50700\IMP1-ANS\SIP-06.dwg 7/22/03 i 6 6 6 LEGEND co 0!Fb- STREET LIGHT co o Lo 6 EXISTING SIGN LOCATION(TYPE PER PLAN) FULL N O EXISTING FULL SIGNALIZED INTERSECTION ROUTE 30 EASTBOUN OFF RAMP <1449.50> METRIC ELEVATION CONVERSION INTO FEET _.. 16 --- _ <35'> METRIC DIMENSION CONVERSION INTO FEET 17 PROTECT EXISTING Iv POWER POLE IN PLACE 16S? ?113. NOTES 616 16 1 6 � ❑2 EXISTING PARCEL BOUNDARY PER PARCEL MAP NO. 15781 AND EXISTING RIGHT-OF-WAY ® PROPOSED RIGHT-OF-WAY a — -- -- -\ �� ao-- E5 PROPOSED SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA w 0 8 ,,� O © EXISTING 30"CML&C STEEL WATER LINE + + "`' T 16 x p ,� \, �� p 7❑ EXISTING RIGHT OF WAY 0 6 60 4` 12 \ 16 ,�p� ® 2:1 SLOPE,LIMITS OF GRADING 2 6 + 4 2 x 10 PROTECT EXISTING CURB ONLY IN PLACE 156 *� 11 PROTECT EXISTING SIGNAL POLE IN PLACE I 2 • 12 PROTECT EXISTING SIGNAL VAULT IN PLACE Q) h _ \ �w 13 PROTECT EXISTING CABLE VAULT IN PLACE PARCEL MAP NO. 15781 � O 14 PROTECT EXISTING SCE MANHOLE IN PLACE �� 15 PROTECT EXISTING WARNING LIGHT IN PLACE HIGHLANDA ME-NUE 6 � ���� 16 REMOVE EXISTING POWER POLE AND OVERHEAD UTILITY ep LINES PER SEPARATE PLAN(SEE OVERHEAD UTILITY NOTE) 0 x pp CONSTRUCTION NOTES REMOVE&RELOCATE EXISTING SIGNAL VAULT �x INSTALL SIGNAL INTERCONNECT CONDUIT IN KIND 4 REMOVE EXISTING CONDUIT +Q•�0�� 2 6 INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 2.438 m(8')MAST ARM BY S.C.E.,PAID&COORDINATED ,�^� BY DEVELOPER PER SCE STD. 00 p, �X�c,� 6 © INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 1.829 m(6')MAST ARM BY S.C.E.PAID&COORDINATED e4 �, \` �� 5 � BY DEVELOPER PER SCE STD. v �.\ Y. 0 Ile 6 16 0 2 �y PARCEL MAP NO. 15781 16 oz h 2 5 6 m 5 �� Z 21 3 eh < ' \ 0 5 ; : �0 21 + 12 12 I a 4 16 \ / ` 12 w 5 4 11 t \\ / 1 A GRAPHIC SCALE J _ E 2 , 12 It ry 11 12 0 10 20 30 40 ,r x - - LLI 12 x x W 8 21 -�-\ ' ( IN METERS ) 1:500 U 5 - LAT. 'A' ' 12 20 __ SEE SHEET 8 — "EXISTING 24" RCP ( 41_ -� < PARCEL MAP NO. 15781 --_ �` 2, co 16 12 6ci EE DETAIL 36 OC. 13 14 13 12 11 12 SHEET 3 rl , ..: HIGHLAND AVENUE Y ► ,1 ;, ,2 � � W U lCL CITY W DESCRIPTION OF REVISION DATE 0APPROVED: z ;a w m CITY OF RANCHO CUCAMONGA o DRY UTILITY IMPROVEMENT PLAN o HIGHLAND AVENUE OVERHEAD UTILITY NOTE i 1 r DAY CREEK VILLAGE — PARCEL MAP NO. 15781 z EXISTING OVERHEAD UTILITIES ON BOTH SIDES OF I ; I rn� (STA. 16+36.386 TO STA. 20+69.208) a J HIGHLAND AVENUE SHALL BE PLACED UNDERGROUND FROM I THE END-OF-LINE POLES ON THE WEST SIDE OF I f DRC 20__01 -_0___0.6___38 / ROW 2002_ -01424 Z DAY CREEK BOULEVARD TO THE FIRST POLES WEST I ' W OF DAY CREEK CHANNEL PRIOR TO PUBLIC IMPROVEMENT I ' I APPROVED B Y DATE: ACCEPTANCE OR OCCUPANCY,WHICHEVER OCCURS FIRST. CITY ENGINEER LGA+ RCE CITY OF RANCHO CUCAMONGA DESIGN - dhill RECO DED O R f[ 17]20 ReAve. B.J.B. _ BENCHMARK NUMBER 1638 - °°R„" trvfrc CA 9210 821 ELEVATION : 1297.297 DRAWN ;�t r •� sCNul,2 FAX: 949251-0516 SHEET 24' EAST OF ETIWANDA AVENUE B.J.B. P ,c„ N 5 ENG 1 N F f R 5 s u R VE r o R s -J AND 40' NORTH OF Q BASELINE. SET 7 —� — -- -- I N _— _._..---- .._:--.-_-__ 1 If— BRASS BENCH DISC IN TOP OF NE END CHECKED _ RCE NO 52496 DRAWING N0. OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE _� '�-� � FILE NO 1855 � PROJECT$FEET NO. OF I:\50700\IMPLANS\SIP-0Tdwg 7/24/03