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Home My WebLink About1528-DSTORM DRAIN GENERAL NOTES IMPROVEMENT PLANS FOR THE CONSTRUCTION OF J GENERAL NOTES APPLY TO PHASE la . UNITS 1. 2 AN[) 3. N VD. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE -STANDARD N SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION WITH SUPPLEMENTS. CONTRACTOR A S.F. RJL A.T. do S.F. R. . SHALL BE FAMILIAR WITH AND 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, AREA IV AR CHIBALD D RAIN PROJECT srREF r FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR LOCATION ACACIA ST. PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. PHASE la, UNIT 3 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND STREET SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PHASE I UNITS 1 2 3 r[ cAAiERori sr.]PROJECT 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE , PAVEMENT, CURB,LOCATION GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN J PHASE la, UNIT 3SYSTEM.CMEA" SJT 5. A PERMIT SHALL BE OBTAINED FROM THE CiTY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT AND THEDEER CREEK CHANNEL TO FERON BOULEVARD Qtfi STREET CITY OF ONTARIO ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA OR CITY OF ONTARIO RIGHTS-OF-WAY. NVER WAY 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY,DEPARTMENT OF PROJECT TRANSPORTATION (CALTRANS) 'STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAIN ST *FROM ARCHIBALD AVE *TO RAM 0 NA AVE . LOCATION a S AND MAINTENANCE WORK ZONES' (SAF.T.), 1990 EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITHPHASE la, UNIT 2 v o THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED d CRESCENT CENTER DR. TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. 7. CONTRACTOR SFWl LOCATE EXM tNG LOOP DETECTORS AND RESTORE INPLACE AFTER INSTALLATION OF THE 4ttt STREET PROPOSED STORM DRAIN. 8. PRIOR TO PERFORMING ANY APPROVAL ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS CONSTRUCTION NOTES & ESTIMATE of QUANTITIES CONSTRUCTION NOTES & ESTIMATE of QUANTITIES CONT PROJECT TO THE CITY ENGINEER FOR APPROVAL IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA LOCATIONCONSTRUCTIONSAFETi' ORDERS DEALING WiTH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF PHASE la, UNIT 1 CHANNFI- INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA CREW REGISTERED CML ENGINEER. 1 FURNISH AND INSTALL 9fi 515 LF.R.C.P..C.P. S.D., 1450-D. 53 CONSTRUCT PIPE CLOSURE - TYPE 'Er PER S.B.C.F.C.D. STD. S.P. 176A 1 FA•pEER 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WALL W 5803.5 S.F. BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA 54 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 307, CASE A . STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES 55 CONSTRUCT LOCAL DEPRESSION PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 307, CASE 'B". 599 S.F. INLAND EMPIRE BOULEVARD THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE FURNISH AND INSTALL 9T R.C.P. S.D., 1500-D.788 L.F. 56 CONSTRUCT CONCRETE COLLAR PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 329. CONCRETE COLLAR WiLL BE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CiTY ENGINEER. FURNISH AND INSTALL 81'R.C.P. S.D., 1700-D.413 L.F. CONSTRUCTED ONLY IF CITY OF ONTARIO HAS INSTALLED 24' R.C.P. 1 Ek 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DW5 G. No. 120 AND SHALL BE 6 FURNISH AND INSTALL 81' R.C.P. S.D., 1500-D. 828 L.F. 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 329; SEE PLAN FOR "Er. 11 EA. VERIFIED BY COMPACTION TESTS TO THE SATiSFAC110N OF THE ENGINEER. 7 478 L.F. CONSTRUCT GRATE INLET PER DETAIL 1, SHEET 4. ADDITIONAL GRATE INLETS TO BE CONSTRUCTED 500 FT. AND 1000 FT.N.T.S. FURNISH AND INSTALL 7g' R.C.P. S.D., 2200-D.306 L.F.58 CONSTRUCT PIPE CLOSURE PER S.B.C.F.C.D. STD. S.P. 176. 3 EA. PROJECT VICINITY MAP 5911. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 8 FURNISH AND INSTALL 78' R.C.P. S.D., 2054-D. 6 EA. ALL SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT 629 L.F.R.C.P. S.D., 1604-D. FURTHER DOWN ST'RE'AM ALONG EACH CHANNEL WALL WiTH THESE COMPACTION TESTS SHALL BE SUBMfiTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 9 FURNISH AND INSTALL 78' 6d CONSTRUCT P.C.C. SWALE 20 WIDE x 3' DEEP; SEE DETAIL 6, SHEET 4 OF 6. 1500 LF. PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 10 FURNISH AND INSTALL 78' R.C.P. S.D., 1450-D.533 L.F. 3000 L.F. CT O m FURNISH AND INSTALL JACKED 78' R.C.P. S.D., 3000-D.130 L.F. 61 CONSTRUCT 2 HIGH MASONRY BLOCK WALL ON TOP OF EXISTING CHANNEL WAIL PER DETAIL 5, SHEET 4. PRPROJECTSROSRO11 11 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 11 62 CONSTRUCT 3' A.C. PAVEMENT WiTH 8' CURB PER CITY STD. DETAIL 104 ( At-8 ); PROVIDE 4 P.V.C. DRAIN HOLE ON STRUCTURAL SECTIONS (PRIOR TO PAVING). 717 L.F. 19.080 S.F. A.C.12 FURNISH AND INSTALL 48' R.C.P. S.D., 1800-D. THE ROTOBED MASONRY WALL LENGTH = FROM D.A. TO iNE WESTERLY LIMIT OF THE PROPOSED MASONRY WALL 1. PROJECT TITLE SHEET 131 LF. SEE DETAIL 6, SHEET 4 OF 6 ACCESS ROAD DETAIL . 1590 LF. 8' CURB 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE 13 FURNISH AND INSTALL 54' R.C.P. S.D., 1700-D. PHASE Ia, UNITS 1, 2 do 3 CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 14 FURNISH AND INSTALL 42• R.C.P. S.D., 1700-D.72 LF. 63 RECONSTRUCT DRIVE APPROACH PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 101-A; W=12', X=7.5' 270 S.F. DEER CREEK CHANNEL TO MON BLVD. YAIN SEREST BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 64 CONSTRUCT BATTERY CATCH BASINS PER DETAIL 2, SHEET 4. MODIFY CATCH BASINS PER CITY OF RANCHO CUCAMONGA Z PROJECT' AREA DETOUR PLAN 15 FURNISH AND INSTALL 36' R.C.P. S.D. 1750-D. 954 LF. N A PHASE la, UNITS 1, 2 do 9LISTEDINTHEESTIMATEOFQUANTITIESSHALLBECONSIDEREDASINCLUDEDINTHEOTHERITEMSOF 220 LF. STD. DWG. No. 309 AS REQUIRED TO CLEAR EXISTING UTILITY. DEER CREEK CHANNEL TO FERON BLVD, 8 YAIN STREETWORK. 16 FURNISH AND INSTALL 33' R.C.P. S.D., 1750-D. 65 REMOVE, SALVAGE THEN REINSTALL EXISTING CHAIN LINK FENCE OVER NEW MASONRY BLOCK WALL PER DETAIL 5, 17 FURNISH AND INSTALL 30' R.C.P. S.D., 2000-D.318 LF. SHEET 4. 3000 LF. 3• PHASE 1a, UNIT 1 TITLE SHEET 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO PHASE la, UNIT 1 - DEER CREEK CFYANNEL TO 4th STREET 18 FURNISH AND INSTALL 24 R.C.P. S.D. 2000-D. 379 LF. 66 CUT AND REMOVE ExtsnNG 24' R.C.P. S.D. - CITY OF ONTARIO. 90 L.F.MAKE OF THEM IN THE PREPARATION OF HIS SID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, 4. STORM DRAIN PLAN EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- D REMOVE EXISTING 72' R.C.P. S.D. 30 L.F. PHASE la, UNIT 1 - DEER CREEK CHANNEL TO 4th STREET SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK 0 40 LF. 68 REMOVE EXISTING CATCH BASIN AND ABANDON CONNECTED PIPES. 2 5. LATERAL PROFILESONTHISPROJECT. 20 FURNISH AND INSTALL 18' R.C.P. S.D., 2250-D. a-- 15 EA. 69 ADJUST M.H. TO GRADE PER C.C.W.D. STD. DWG. 18. 2 EA. PHASE la, UNIT 1 - DEER CREEK CHANNEL TO 4th STREET 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WTIH CATCH BASINS SHOWN ON THE DRAWINGS 25 CONSTRUCT M.H. No. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 319.Q. DETAILS AND GENERAL NOTES ARE SCHEMATIC. R IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE 26 CONSTRUCT M.H. No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 321 ( Di D2- 9T, AL- 4S, AR- 3530' 70 REPAVE ARCHIBALD AVE. WITH 5 ASPHALT CONCRETE ON 6• CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA LSPHASE In, UNIT 1 - DEER CREEK CHANNEL TO 4th STREET CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES BL= BR= 36', CL= 51, CR= 6' ).1 EA STD. DWG. No. 120. 7. DETOUR AND PHASING PLAN - PHASE 1e-1-A & PHASE 1a-1-B OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER 27 CONSTRUCT M.H. No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 321 ( tD = D2= 4f,47', AL= 45, AR= 3730', 71 REPAVE 4th STREET WiTH 6' ASPHALT CONCRETE ON 6' CRUSHED AGGREGATE BASE PER CRY OF RANCHO CUCAMONGA PHASE la, UNIT 1 - DEER CREEK CHANNEL 4th STREET' TO MEET FIELD CONDITIONS. B B 30', CL= C 4% SEE PROFILE FOR ELEV. '17' & *Sr 1 EkL= R= L R= STD. DWG. No. 120. L-S. B. DETOUR AND PHASING PLAN - PHASE 1e-1-C 16. WHERE UTILITIES ARE INDICATED ON THE DRAWNGS TO BE SUPPORTED, SAiD SUPPORTS SHALL BE IN 28 CONSTRUCT M.H. No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 321. 6 EAPHASE la, UNIT 1 - DEER CREEK CHANNEL TO 4th STREET ACCORDANCE WITH CiTY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. 3 72 RELOCATE EXISTING GUY ANCHOR. 9• PHASE Ia, UNIT 2 TITLE S 29 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER LAC.F.C.D. STD. 2-D430. 73 REMOVE AND DISPOSE OF EXISTING S.D. PiPE. MANHOLE AND CATCH BASiN. RESTORE CONCRETE CURS AND GUTTER PHASE la, UNIT 2 - 4th STREET TO 6th 9'i'RBEI' 96' 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE a-- CONSTRUCT JUNCTION STRUCTURE No. 2 PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 331 ( A= 45, B= 48', 1 EA. AFTER REMOVAL OF EXISTING CATCH BASIN IF APPLICABLE. L S' 10. STORM DRAIN PLAN - 4th ST. TO STA_ 31+00 SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER C= 5', D= ). 74 CONSTRUCT BATTERY CATCH BASINS PER DETAIL 1, SHEET 5. N/A PHASE Ia, UNIT 2 - 4th STREET TO 6th STRBEf GENERAL NOTE A 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY 75 RECONSTRUCT CURB do GUTTER AND ADJACENT SIDEWALK PER CITY OF ONTARIO STD. DWGS. 105 & 109A. 40 LF. C.&G., 150 S.F. SWK. 11. STORM DRAIN PLAN - STA. 31+00 TO STA. 42+00OFRANCHOCUCAMONGASTD. DWG. No. 339, CASE 3. SHALL la, UNIT 2 - 4th STREET TO 6th STREET 32 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 331. 14 EA. 76 REMOVE AND DISPOSE OF EXISTING TEMPORARY TIMBER BULKHEAD. 1 EA 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SFWBE ENCASED OR 12. STORM DRAIN PLAN - STA_ 42+00 TO 6th STREET BLANKETED IN ACCORDANCE WiTH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. 33 A" do CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 333, CASE 'l' ( FIELD TO REPAVE MAIN ST. WiTH T ASPHALT CONCRETE ON 4' AGGREGATE BASE PER CiTY OF RANCHO CUCAMONGA LS PHASE la, UNIT 2 - 4th STREET TO 6th STRKEf VERIFY ANGLES B' AND ELEV. 'S'; SEE PLAN FOR 'Cr ). JUNCTION STRUCTURE TO BE CONSTRUCTED ONLY STD. DWG. No. 120. 13. LATERAL PROFIIBB DETATIS4 GENERAL NOTES 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE IF CiTY OF ONTARIO HAS INSTALLED 24'/30' R.C.P. 3 EX 77 78 CONSTRUCT SUPPORT FOR CONDUIT PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 339. 5 Ek PHASE la UNIT. 2 - 4th STREET TO 6th STRM APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 3 EA. 79 INSTALL METAL HAND RAILING PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 602; TYPE 'E'. 84 LF. 14. DETOUR AND PHASING PLAN - PHASE 1a-2-A do PHASE IA-2-BCONSTRUCTJUNCTIONSTRUCTURENo. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 333. PHASE la, UNIT 2 - 4th STREET TO 6th STREET20. CiTY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE 35 CONSTRUCT TRANSITION STRUCTURE No. 1 FROM EXIST. 8'x9' BOX CULVERT TO 96' R.C.P. S.D. PER CiTY OF RANCHO 80 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 307; CASE *Cr. 337 S.F. CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED CUCAMONGA STD. DWG. No. 334 ( SEE DETAIL 5 SHEET 4 ). 1 EX' 81 COLD-PLANE EXISTING ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTION HERE-ON. los 2214 S.F. 15. DETOUR & PHASiNG PLAN - PRASE 1e-2-C PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PHASE ia, UNIT 2 - 4th STREET TO 6th STRSEf 36 CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 336 ( A,= 60', A2= 4S, 82- CONSTRUCT 0.10 FOOT THICK ASPHALT CONCRETE OVERLAY PER TYPICAL SECTION HERE-ON.EI. 3800 TONS 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY Bt= 3G', B2= 36', Ct= 4', C2= 5', Dt= D2= 96' ). 2 EA. STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 018. STORM DRAIN T 3 - 6th STREET TO STA 55+00 ADJUST WATER VALVE SOX TO GRADE 39 ' PHASE is UNIT 3 - 6th STREET TO F1SEtON BLVD. MAIN STRSEI' 8 FURN/SN fI1V,0 ,N$Ti1LL /9 PYC 5TIRIV APRA/' ( ScN 4o)(P P/Y TE)2 35 ____ 17. STORM DRAIN PLAN - STA. 55+00 TO STA. 67+00 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED cgfl COn/5TRUCT fIPS CONN C7" ,. _. 7y SIO. 329 PHASE la, UNIT 3 - 6th STREET TO MON BLVD. do MAIN STREET TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 3T3 CONSTRUCT TRANSITION STRUCTURE No. 3 PER CRY OF RANCHO CUCAMONGA STD. DWG. No. 336 ( Dt = D2= 9d, 1 EaSEWER SYSTEM CONSTRUCTION STORM RAIN PLAN - STA. 67+00 To FERON BLVD.NOTES & ES'T'IMATE OFQUANTMS-18. PHARE !n UNIT 3 - 6th STREET TO FERON BLVD Ac MAIN STREET 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTiL ALL 39 CONSTRUCT CATCH BASIN PER CiTY OF RANCHO CUCAMONGA STD. DWG. No. 300 ( W= 17', V= 8' ). MODIFY CATCH UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 309 AS REQUIRED TO CLEAR EXISTING UTILITY. 2 EA. 19. IATEM PROFi M - I= 'A-16' THRU LM *A-29* do LiKE 'A-35' AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CiTY ENGINEER. 200 FURNISH AND INSTALL 10' DIA. V.C.P. SEWER PIPE.1016 LF. PHASE la, UNIT 3 - 6th STREET TO FERON BLVD. do MAIN STREET CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300 ( W= 21', V= 5.50' ). MODIFY CATCH 1 Ek 20. LATERAL PROF ILE3 - LiNE 'A-23' THRU LiNE 'A-3 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED T0, v BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 309 AS REQUIRED TO CLEAR EXISTING UTILITY. 201 CONSTRUCT SEWER MANHOLE PER C.C.W.D. STD. DWG. No. 18. 3 PHASE 1a, UNIT 3 - 6th STREET TO FERON BLVD. & MAIN STREET ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN 41 24-28'W 1-24'W 202 CONSTRUCT SEWER MANHOLE PER C.C.W.D. STD. DWG. No. 18 OVER EXISTING 10' DUI. SEWER AND PROVIDE FOR 21. STORM DRAiN PLAN - MAIN ST. FROM ARCHIBALD AVE. TO STA. 10+00BERNARDINOCOUNTYFLOODCONTROLDISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER 2 EA- SMOOTH CHANNEL TRANSITION TO THE SATISFACTION OF C.C.W.D. 1 EAPHASE la, UNIT 3 - 6th STREET' TO FERON BLVD. do MAIN STREETDISTRICT, SANBAG RAILROAD (METROLINK), ETCETERA, PRIOR TO BEGINNING WORK ON THE PROJECT.42 CONSTRUCT CATCH BASiN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300 ( W= 21', V= 6' ). 1-21'W 43 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300; SEE PLAN FOR 'W` AND 'V'.1-12'W 30 EA. 03 BREAK-IN AND JOIN EXISTING DROP SEWER MANHOLE RECHANNEL AND PROVIDE SMOOTH TRANSITION TO THE 22. STORM DRAIN PLAN - MAIN ST. FROM STA. 10+00 TO RAMONA AVE. 25. CONTRACTOR SFWl POSSESS A 'CLASS A' LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE 1-7.5'W SATISFACTION OF C.C.W.D. 1 EX PHASE la, UNIT 3 - 6th STREET TO FERON BLVD. do MAIN STREET 44 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 303; SEE PLAN FOR 'W AND 'V. 27'WWiTHTHEPROVISIONSOFTHECONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, 2 Ek1 EA 23. DETOUR AND PHASING PLAN - PHASE 1a-3-A SECTION 7000 ET SEQ TDANDRULESANDREGULATIONSADOPTEDPERSUANTTHERETOATTHETIMETHIS45MODIFYCATCHBASINPERCITYOFRANCHOCUCAMONGAS . DWG. No. 309 AS REQUIRED TO CLEAR EXISTING UTILITY. 204 INSTALL 6' DIA. SEWER LATERAL PER C.C.W.D. STD. DWG. No. 15 AND JOIN EXISTING LATERAL PHASE in, UA1TI' 9 - 6th STREET TO FERON BLVD. Jk RAIN SIRES[' CONTRACT IS AWARDED. 1 Ek 205 CONSTRUCT TRENCH REPAIR PER C.C.W.D. STD. DWG. No. 30 & 31 AND PER CITY OF RANCHO CUCAMONGA STD. CONSTRUCT REAR CATCH BASIN ENTRANCE AND JOIN EXISTING SIDEWALK UNDERDRAIN PER CITY OF RANCHO CUCAMONGA LS. 24. DETOUR AND PHASING PLAN - PHASE 1a-3-H v STD. DWG. No. 309, CASE 1. DWG. No. 120. 46 ABANDON EXISTING 10' DIA. SEWER MAIN. PHASE in, UNIT 3 - 6th STREET TO FERON BLVD. do MAIN STREET 2 1015 LF. 25 10' SETTER RELOCATION 1011PROVEMENT PLAN - ARCHIBALD AVENUE 207 REMOVE EXISTING SEWER MANHOLE AND PORTION OF 8' DIA SEWER EASTERLY TO PROPOSED SEWER MANHOLE. LS. FROM 300'± SOUTH OF 7th STREET TO ACACIA STREET CATER SYSTEM CONSTRUCTION NOTES & ESTIMATE OF QUANTITIE'S 208 INSTALL 8- DIA. V.C.P. SEWER PIPE FROM PROPOSED SEWER MANHOLE TO EXISTING 8- DIA. SEWER WESTERLY. 16 L.F. PHASE la, Uxrr 3 - 6th STREET TO FERON BLVD. k MAIN STREET 26. 6' WATER MAIN RXIOCATION IMPROVEMENT PLAN - ARCHIBALD AVE. FROM STA. 73+75 TO STA. 78+75 PHASE la, UNIT 3 - 6th STREET TO FERON BLVD. & MAIN STREET 100 FURNISH AND INSTALL 6' DIA C.M.L dt W. WATER PIPE 479 LF. CITY 0 F ONTARIO Z7' ARCMAID STRIPING PLAN - FROM I-10 FREEWAY TO 4th STREET 101 CONSTRUCT G' DL4 4S WELD BEND. 4 EA CITY OF ONTARIO) PHASE Ia, UNIT 1 - DEER CRSSR CHANNEL TO 4th STR 1 1 im111T/ UpVf R i1+0 ill TT7 T1 i 2 O ftT1lT 102 TRENCHING PER C.C.W.D. C. STD. DWG. No. 30.ACCEPTED B L.S.Y: 28• ARCHIBALD STRIPING PLAN - FROM 4th STREET TO STA. 39+50s!li l/J1Tii 1}.i4 1 7 iV Vi ll L li 103 TRENCH REPAIR PER C.C.W.D. STD. DWG. No. 31 AND CITY OF RANCHO CUCAMONGA STD. DING. No. 120.PHASE la, UNIT 2 - 4th STREET TO 6th STRKEf PROJECT SHEET Nos. 3 THRU 15 ORIGINALLY PREPARED BY JAYKIM ENGINEERS, INC. 104 ABANDON EXISTING 6' DLA. WATER UNE IN PLACE:. 475 LF. 29. ARCHIBALD STRIPING PLAN - FROM STA. 39+50 TO STA. 61+50 AND APPROVED BY THE CITY OF RANCHO CUCAMONGA HAVE BEEN REVISED AND 105 INSTALL 6• DIA GATE VALVE.2 EA PHASE la, UNIT 3 - 6th STREET TO FERON BLVD. do MAIN STREET INCLUDED IN THIS PROJECT. REVISIONS, BY DERBISH, GUERRA & ASSOCIATES, INCLUDE CITY ENGINE R MODIFICATIONS OF CONSTRUCTION NOTES TO CONFORM TO CURRENT CITY STANDARD 106 CONSTRUCT HOT TAP PER C.C.W.D. STD. DWG. No. 11A. 2 EA. R.C.E. No. 22880 date: !R113 30• ARCHIBALD STRIPING PLAN - FROM STA. 61+50 TO 79+00 DRAWINGS, REVISIONS TO CATCH BASINS LATERALS TO ACCOUNT FOR EXISTING 107 INSTALL FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. No. 3. 1 EA. PHASE la, UNIT 3 - 6th STREET TO MON BLVD. do MAIN STREET CONDITIONS, FUTURE CONNECTIONS, AND MODIFICATION OF PLANS TO ACCOUNT FOR 31. ARCHIBALD STRIPING PLAN - FROM STA. 79+00 TO STA. 104+50 HYDRAUILIC GRADETHE LINNETO CON RM TO M NORTH OF SIXTH THE REI ED ROJESTREET, AND CTSDRAINAGE REPORT. IONS TO THE108 INSTALL BLOW-OFF ASSEMBLY ER C.C.W D. TBONo. 6 WITH ACCESS OX. I EA. 36.00' BENCH MARK No. 10008 Q ©K. ( PHASE Ia, UNIT 3 - 6th STREET TO FERON BLVD. Ac MAIN STREET THE ORIGINAL UNMODIFIED APPROVED DRAWINGS ARE ON FILE AT THE CITY OF RANCHO CUCAMONGA 36.00 36.00'FOUND 1' ROUND HEAD BOLT IN CONCRETE CURB ti Q0 y Ci STAMPED 'S.B. CO. B.M. 01095' AT NORTHEAST s s ARCHIBALD AVE.CORNER OF 4th STREET AND ARCHIBALD AVENUE, w ` 0 U 95_ 9 i t" ' /ENL-S F G• 3 / i+ ARCHIBALD AVE. V 1 FOOT EAST OF BEGINNING OF CURB RETURN. cc TO V0 11 111 C1 0R MODIFIED ro a12' 81 66LO PLAOE E,ri5T. Q ELEVATION = 1020.12s Exp. 3//0o DESCRIPTION OF REVISION DATE APPROVED S OVERLAY PvmT_ 11/011 81 g_ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE 5' 82 00 70 5 OL 82 0q 70 CONSTRUCTION T.B.M.'S srgl C VtI a¢` CITY OF RANCHO CUCAMONGA PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE 81 r fAHILTiNAIL & WASHER 1' E/0 BCR S.E. CURB RETURN Oi C PA_ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO 5.00'n 8th STREET AND ARCHIBALD AVE. ON 8th STREET. AREA IV ARCHIBALD AVENUE STORM DRAIN rSHOWLOCATIONSOFELECTRICALLINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE 3h1 LIP r- - 1 ELEVATION = 1102.91DUEPRECAUTIONARYMEASURESTOPROTECTALLUTILITIESANDSTRUCTURESSHOWNONTHESEPLANS.NP.) ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS r-1 82 0 10 B. HILTi NAIL do WASHER 1' W/O BCR S.E. CURB RETURN J EXIST. NT 70 EXIST. A.C. MAIN STREET AND ARCHIBALD AVE. ON MAIN STREET. PROJECT TITLE SHEETSHALLCONDUCTTHEIROPERATIONSSOTHATALLEMPLOYEESAREPROVIDEDASAFEPLACETOWORKANDPAVEMENTPAVEMENT 70 THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WiTH THE 1J ELEVATION = 1107.875 OCCUPATIONAL SAFETY AND HEALTH REGULATTOM OF THE DEPARTMENT OF U.S. LABOR, AND Wi1H THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFELY ORDERS'. C. HILTi NAIL do WASHER 1' W/O BCR S.E. CURB RETURN 1.--- SEE DETAIL " PROPOSED S.D. SON BLVD. AND ARCHIBALD AVE. ON FERON BLVD. STORM DRAIN PLANS THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCON- 0.10' -J PRO OSED S.D. 81 HERE-ON ELEVAl10N 1114.75 TRACTORS' COMPLIANCE WiTH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. PIPE BEDDING Pi_R R.C. APPROVED BY: DATE I l.:e DEPARTMENT OF LABOR OR WITH THE STATE OF CAIJFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' J TRENCH REPAIR PER STD. DWG. 341, TYPE III TRENCH REPAIR PER o:w D. HILTi NAIL do WASHER 1' S/O BCR S.E. CURB RETURN 0R.C. STD. DWG. 120 a ACACIA ST. AND ARCHIBALD AVE. ON ARCHIBALD AVE. 249J3 CONSTRUCTION SAFETY ORDERS'. R.C. STD. DWG. 120 W a: .CITY SNGIN SRR R.C.R. N0. - ELEVATION = 1090.205 4 DESIGN TAN RF;COMTvfhNI)LiD CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBMY FOR JOB DETAIL P 1 HERR_,-__. G(IF RRtL ASSQCIATE OZ, E. HILTi NAIL do WASHER 1' E/O BCR S.E. CURB RETURN 3 s„'w CIV)T ENGINEF,I2SSiTECONDITIONSDURINGTHECOURSEOFCONSTRUCTIONOFTHiSPROJECT, INCLUDING SAFETY OF ALL N.T.S. TYPICAL SECTION TYPYCAL SECTION I I o 7th STREET AND ARCHIBALD AVE. ON 7th STREET. 1' DGA PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ARCHIBALD AVE. 06 J N 8331 UTICA AVENUE SUITE 150 TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ARCHIBALD AVE. m3o ELEVATION = 1083.755 DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SHE171 0OWNERANDTHEENGINEERHARMLESSFROMANYANDALLLIABILITY, REAL OR ALLEGED, IN STA. 17+59.37 79+50.00 W F. HILTi NAIL & WASHER 1' E/0 BCR S.E. CURB RETURN f CIVL '` DGA 909) 987-4s 6 1CONNECTIONWiTHTHEPERFORMANCEOFWORKONTHISPROJECT, EXCEPTING FOR LIABILITY ARIS- STA. 10+50 to STA. 17+49.37 g:P_ Q OF 1 ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. a N 6th STREET AND ARCHIBALD AVE. ON 6th STREET. il• Q_... •} , tt ELEVATION = 1059.10 Lt' CHECKED D E. GUERRA DRAiIING No. t.: sit• CITY MIL No. 29224 Rtp. Dat•9/31/95 Datelm4 4 1528D PROJECT SHEET No. I OF 31 TRAFFIC DIRECTION) fir— SIGNING PER DETOUR & PHASING PLANS 6.00' 4.00' A R C H I B A L D A V E N U E TRAFFIC DIRECTION) TRAFFIC DIRECTION) L— TRAFFIC DIRECTION) I Z 5 oO I O ---_-O O UO URUE W5TRAFFICDIRECTION) AP Y MP RARY STOP BAR AND LEGEND LOCAL m ORANGE BACKGROUNDum C Zl RAILS PER Z CAL- TRANS SPEC. TRENCH AREA)6' HIGH BLACK LETTERS LANE CLOSURE AREA v LANE CLOSURE AREA EXISTING CURB P(TYPICAL) DD AM O TO WHITE BACKGROUND j Ap> ps pl. FARROW DIRECTIONEXISTINGDRIVEWAY INTERSECTION DETAIL ICJNJILS} f/j nLS U L}>il``~J AS DETERMINED BY FIELD CONDITIONS TRANSITION DETAIL ® DRNERAYS 0 NON—SIGNALIZED IN'T'ERSECTIONS 50.00' MINIMUM TRENCH LENGTH 50' MIN. NOT TO SCALE) NOT TO SCALE) BLACK OUTLINE RAIL 0 CONSTRUCTION ZONE DETAIL PROJECT TRAFFIC INFORMATION SIGNSTM BAMC E SO • sA WHEN ONE DRIVEWAY IS CLOSED OPLACE CONES PER CALTRANS STANDARDS NOT TO SCALE)SEE PLAN BELOW FOR SIGN LOCATIONS. NOT TO SCALE) SEE PLAN BELOW FOR SIGN LOCATIONS NOT TO SCALE) OPAINT TEMPORARY SOLID DOUBLE 4" YELLOW BARRIER STRIPE. OPAINT TEMPORARY 4" SOLID WHITE STRIPE OF DOUBLE YELLOW LITE OR MEDIAN CURB FACE IF N I I I) Jx 13' 10, M w 9If1O L5 sLEFT TURN LANE O E' w 8' WHITE TURNING LANE UNE SCALE: 1" = 500' w a 10' b a THRU LAME 1 N 4' LANE LUNE N I 10' b f HELLMAN AVENUE THRU LANE to 4' LANE UNE OR 8" do TURNING LANE UNE CUCAMONGA CREEK CUC ONGA CREEK F ONYX AVE I 10' M THRU OR RIGHT cn TURN LANE 0 m z m ' TOP OF CURB FACE 1. w w oz HELMS AVE. p uJ uj a — w dU I „ FOR SINGLE OR DUAL 10' LEFT TURN LANES ONLY. FOR OTHER WIDTHS USE O DIMENSIONS. W E- w AMErHYg ST. - CITY OF RANCHO CUCAMONGA MALACHITE AVE. LOOP DETECTOR PLACEMENT124 I MALACHITE AVE. Tr INDUSTRIAL WAY o UNIT 1 UNIT 2 9 o N UNIT 3 SHEETS 3 THROUGH 8 OF 31 SHEET 9 THROUGH 15 OF 31 crSFIEETS 18 THROUGH 28 OF 31 ' I' SHEET 27 OF 31 SHEETS 28-29 OF 31 u 3 29 THROUGH 31 OF 31 U 0 U In PRDA Cf,1011 m aromA1i" sm WALLL PRMa TRAFFIC OlORM 7M SM DEWL WtE- SEE MAL HERE-oN) m ARCMALD AVENUE ARCHIBALD AVENUE i 3 i O ISL HERE-ON) C ON N I Ol5TN1 PROJECT1RAfFTC OIbMMTfDN SMOII WL PROJECT TR M MOON " w INSTALL PROJECT SM o ' p TRAFFIC IMFORMATION c" BELMONT AVE. o SIGN (SEE DETAIL ABOVE) w Q E; MALVERN AVE. w Q REID AVE. U Z wo PROPOSED 1WFI UNE PIPE I COTTAGE AVE. LONDON AVE. U 1 cn ir I U o m m RAMONA AVE. E- I RAMONA --- AVE. WILLOW DR.a A H SIH 11 H 1 11 HHH ' H+ I a w CEDAR DR. FIR DR. LUCAS RANCH RD. E- O I r1 ' I O , X cn pq z Y DESCRIPTION OF REVISION DATE APPRO D t L' V J HERMOSA AVENUE HERMOSA AVENUE CITY OF RANCHO CUCAMONGA Z AREA IV ARCHIBALD STORM DRAIN 0 PHASE 1 a UNIT 3UIIp t o Ln K O Vim o FROM DEER CREEK CHANNEL TO FERON BLVD. A N ANDOVER PL. a PROJECT AREA DETOUR PLAN CID pq N , N co 11, FK_,F. ,'' '- APPROVED BY: DATE l fir BALLY I` 1 E. 9p 1F_ CITY ENGINEER R.C.E. No. _241P CT. F, DE.IG'\ DERBI GUERRA & ASSOCIATES — R><col NTvFv O 1J—CIYII ULNGINEHRSDGA 8331 IJMCA AVENa sura 150 DRAWN RANCHO CUCAMONGk CALIFORNIA 91730 SIil-E1' JfglF civlv 1,',`DGA1 of 1 0 Of CAt III ta9- 43 C ' Ili CHECKED DANUI E. GUERRA DRAWLNG No. 1V crff Lc.ato. 2z4 . Date n.t i m 1 15 2 8 D V PROJECT SHEET NO.20FOF 31 i I a i I I 1 I I IMPROVEMENT PLANS FOR THE , CONSTRUCTION OF i P H A E 1 a UNI or I i THE PRIME CONTRACTOR IMPRIIIIIIIIIII SpIp"M R CRFF ri H' A N N F--- I I n Ath sq, I RFF71 SHALL HAVE A VALID STATE nF OF CALIFORNIA CLASS "A" m . CONTRACTOR LICENSE I INDEX OF DRAW UTILITY NO I I i I SHTs NO. DESCRIPTION LOCATION 1 .PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT ( TELEPHONE: 1 -800-422-4133 ) AND THE FOLLOWING 1 TITLE SHEET UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION: CHINO MUNICIPAL WATER DISTRICT 714 ) 987-1712 2 PLAN AND PROFILE ARCHIBALD AVENUE CUCAMONGA CO. WATER DISTRICT 909 ) 987-2591 3 LATERAL PROFILES DEER CREEK CHANNEL TO 4th ST. ) DIMENSION CABLE 714 679-2327 CITY OF ONTARIO 909 } 986- 1151 Ext. 6609 4 , GENERAL NOTES & DETAILS CITY OF RANCHO CUCAMONGA 909 ) 989-1862 Ext. 2339 SOUTHERN CALIFORNIA EDISON CO. ( 714 ) 357-6160 ( Information ) 5 DETOUR AND PHASING PLAN PHASE A & PHASE s or 714 ) 357-6224 ( Inspection ) 6 DETOUR, AND PHASING PLAN PHASE C NOTES ) 7TH STREET N.T.S. SOUTHERN CALIFORNIA GAS CO. 714 ) 394-3835 W 2.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR PHASE la (UNIT 3) Z STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL j RANCHO CUCAMONGA SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE 6TH STREET EXACT. 3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES DOVER WAY TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECOPD OR HAWTHORNE DR. NOT SHOWN. A B2U FtTON DRIVE a] 5TH STREET z L r, CRESCENT CENTER DRIVE DERBISH, GUERRA i ASSOC. i (! lG COUNTERPOINT DRIVE D ,oQR FEss,a q CITY OF ONTARIOPHASE1a ( NIT 2 ) Z eGF yam,; ACCEP ED Y:s ' 925 MO.,29224 z CITY ENGINEER 4TH STREET R.C.E. No. 22880 DATE: S FUTURE PHASE Ib c- SHT. 3 if Qf liI 9189 GUASTI 3triiiss ' 9193 PRO000' JECT REGIONALPARK SSEE PROJECT TITLE SHEET FOR REVISION NOTES t 9!- LOCATION CITY PHASE lo ( UNIT 1 DESCRIPTION OF REVISION DATE APPROVED y o ONTARIO X934 CITY OF RANCHO CUCAMONGA 1 DIP. 03-31-1997 c1vI . C a.BENCH MARK NO, 10008 BASIS OF BEARINGSTITLE SHEETINLANDEMPIREBLVD. 3: INN% FD. 1" ROUND HEAD BOLT IN CONCRETE BEARINGS ARE BASED ON THE CENTERLINE CURB STAMPED "S.B. CO. BM. 01095" OF ARCHIBALD AVENUE AS BEARING AT NORTHEAST CORNER OF 4th STREET N 00'06'00" W AS SHOWN ON PLANS PREPARED BY: APPROVED BY: DATE And ARCHIBALD AVENUE, 1 FOOT EAST PARCEL MAP NO. 4762 AS RECORDED CITY ENGINEER R.C.E. No.,e OF BEGINNING OF CURB RETURN. IN BOOK 65 , PAGE 65_ OF RECORDS ENG/NEERS, /NC. SIGN RECOMMENDED OF SAN BERNARDINO COUNTY, CALIFORNIA M.S. cf Y~ Q Ad j. 1976 ELEV. 1020. 126 1300 S. VALLEY VISTA DRIVE QDIAMONDBAR, CA. 91765 DRAWN SHEET J Tel: (714) 861-3844 N.M. / T.N. 1 s OfVICINITY CHECKED DRAWING NO. J SIGNED BY: SEE A.l v S.R.SZBrO PROJECT SHEET No. 3 OF 3 Ml fb' d' Ur (! 79as Fa' J+ I + - t++ ; II 4, t{- rir + , 1++ 1,+ +?++ ++ ,-+ it t 1 t+ 1" t tt tt+ I i I i I i I I li Q M o0 tr t tt . t +' t+ t } t t„+, ti lTi++- tt+ t., rt+ •+- I+ 1,; t+ tt+ t ++., r},+ I v Vl d R r V cI 0 1 r j III I Y I ' I i jJ r J' I Y L O z Ir, +. r t t nt tt t t+-++ t' w 1 It I *: iI I +: i li' I l+ I w Z Z A' W z I A I O t } Tt+ if •+'+++ tt+' Yi++ 4! !"--} 4'+}{ r! ty} T+ 1.,+ iy+ t++. lt ' t+}+, lt,}' 1' rYt+ t-++ T+ Y (, n 1- O W W 8 F W 2 Ili 1: 1, 11 I III 1 N q O V W Q . 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I.,+......,.. _ .....+}}... b...... ..,. j , 1....... Cl CJ C1 . r/ 4 l 7 Q 0 O O 1 1^,». ...+..... L-.-... r.,. ,.}. . 1+. ., ............. .....,... ................ .. ......,-......... ......... 1.......... , 1-......«_ L...... ... ...._.. ..... AMU S3 IIO Ll V 75diic7\ lbs{ IIYJ JV\ i A f I 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH 13. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATION 27. JUNCTION CHAMBER COVERS SHALL BE LEFT AT LEAST 6' BELOW THE PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET low 6.0' WORKS CONSTRUCTION, 1994 EDITION, STANDARD PROVISIONS ISSUED CONSTRUCTION MUST PROCEED FROM DOWN STREAM TO UPSTREAM PAVING. FINAL FRAME SEATING SHALL BE 1/8" BELOW ASPHALT 450 BY AND FOR USE IN THE CITY OF RANCHO CUCAMONGA, AND ALSO AS TERMINUS. ANY CHANGE IN GRADE MUST BE PROPOSED BY THE SURFACE. 70 2 L.F 18" R.C.P. AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 28. STREET RESURFACING SHALL BE CONSTRUCTED AS SHOWN ON 0.2' 0,2' OR REINFORCED 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 14. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE THESE DRAWINGS 3 CONCRETE MON CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE LITH I C CON N ECTI JOB SITE AT THE TIME OF CONSTRUCTION. CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. 29. a 3. 15. 2.5 30. 10 CONSTRUCT GRATE INLET L L` WHP HFR 494 16. ALL A.0 AND P.C.C. REMOVALS SHALL BE SAWCUT. PER CALTRANS STD D75, 17. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASED ON TYPE GCP. GRATE PER 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE THE ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH 31. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR I 6 CITY RANCHO CUCAMONGA ENGINEERING DEPARTMENTS PRIOR TO ANY THE CITY OF RANCHO CUCAMONGA STANDARD NUMBER ' t :. IF THE THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE 10 REMOVE I CALTRANS STD DTT B, ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF ONTARIO AND TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE TYPE 36RX. I THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 6"k X IO L• ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SECTION 1.5' 0.5 5.MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. OF EXIST S CONNECT TO 18. 32. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CHANNEL WALL S CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION.A.C. PA MENT. 1 O. 6. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. REPAY TO DRAIN I PER U.S. ARMY 33. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE, GENERAL AS INDICATED. E CORP OF ENGINEER 19 ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF Y e9P @A;611JUNCTIONSTRUCTU9@5 - g E BASIN, v F PROFESSIONSOTCODE,LSECTIONU7000C(CALIFORNIA AND BUSINESS AND ANDAIINote: 500 a 1000 downstream Grate Inlets A STD. DWG. SIA, 20. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT are -to be constructed flush agninst tIEES S BASINS, AS SHOWN ON THE DRAWINGS, ARE SCHEMATIC. IT IS IS AWARDED. back of channel Wall. INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE CONNECTION IS SHOWN 34. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, GRATE INLET DETAILS SCALE .- I" 2 7. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT, THE OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE SAID SUPPORTS SHALL BE IN ACCORDANCE WITH R.C. STD. DWG. No. 1 CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE 339 UNLESS OTHERWISE INDICATED. FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF ENGINEER TO MEET FIELD CONDITIONS. CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS 35. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY, 21. DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH R.C. STD. THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A DWG. No. 339 AND ENCASED PER GENERAL NOTES ON I CALIFORNIA REGISTERED CIVIL ENGINEER.R.C. STD. DWG. No. 339. a 3" 22. ALL CATCH BASIN OPENINGS SHALL CONFORM TO THE CITY OF RANCHO Q d I N 12 00 8.CUCAMONGA STANDARD NUMBER : : 36. WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND LATERAL s„C PER n CONNECTIONS SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH iy 23. R.C. STD. DWG. No. 340. MANHOLE FRAME & COVER CATCH BASIN PER CITY OF STD 9? h. O RoroaED c.L.Ftttci TF#+A4:.5 + .S.CUCAMONGA STANDARD PLAN PROPOBED =o'NASONRY WALLnP' ) sEc DET.•• 9 37. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAY'S AND J N0. 504 ( TYP. ) 24. OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE R9 F6 CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING4PVCDRAINPIPEtOROUTEDT AT 25 fT. ON CENTER. i 404YSTE IMPROVEMENTS, UNLESS OTHERWISE NOTED. A 3 A.C. OVER SUBGRADE 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE @=W DONEOI J :•. MIN. CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR 38. w e&ffRAffM ONO" W - Yd' V1- 8', T - 8•, D - 4' 7', V2- T - 8', D 4' t ,;' SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER CORRECTfE?ht OF-ERROR *1415 OM 15 to If METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON 25. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA fS , -f' 36" R.C.P. SD I:" THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT STANDARD NUMBER "'.,, AND SHALL BE VERIFIED BY TESTS TO THE PR0WTLt-St113kttTTED T#-TW-#=9I:_' SUB GRADE t90 !. RELATIVE COMPACTION) I I AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, SATISFACTION OF THE ENGINEER. PCC W LL e*Eac RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE hhVf I• ,,I t•CC 1NALL RT £ 1 ;1 CITY OF RANCHO CUCAMONGA. 26. 39. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT 33• R.C.P. SD L Li 'a INDICATED IT IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID G C i 10. PRIVATE AND PUBLIC UTILITIES IF SHOWN REFLECT AVAILABLE N A STRAIGHT010SRAGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAINIcr RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING WITHOUT INTERFERENCE WITH UTILITIES. ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF 40. r DENOTES CATCH BASIN NUMBER, P THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING Efi*ittEiaaCT- 9€AT SEEPLAN I UTILITY LIVES AFFECTING THIS WORK. 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY BASIN IN FEET DETAIL "A" SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR 41. WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 545' OR GROUP --- -T-- SWALECMLO ( SHALL FIELD LOCATE LATERALS. DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE, THE USE OF A T NO. EL.EV. A ELEV. B ELEV. C ELEV. D ELEV. E ELEV. F\, ELEV. G ELEV. H CONCRETE COLLAR AS PER R.C. STD. DWG. No. 329 SHALL BE 12.INCORPORATED. 3 1021.88 1015.86 1013.41 1021.41 NOTES: HO 1021.89 1015.87 . 1013.42 1021.42 I.SWALE SHALL BE CONSTRUCTED FROM THE BEc iNv OF THE N6 REQUIREMENTS OF 3I-iE STAND ._ 42. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE T -PROPOSED MASONRY WALL TO WESTERLY LIMIT.A3 SHOWN ON INPLACE AFTER INSTALLATION OF THE PROPOSED STORM DRAIN. I PLAN' 43. THE CONTRACTOR SHALL RECONSTRUCT REPLACE OR REPAIR 2.9"CURB AND THE S"A.C. PAVEMENT SHALL SE CONSTRUCTED FROM EXISTING STRUCTURE PAVEMENT CURB GUTTERE UTILITY LINES THE DRIVE APPROACH ON ARCHIBALD AVE. TO THE WESTERLY LIMIT AND OTHER APPURTENANCES 4FF CTED ABY THE INSTALLATIONOFTHEPROPOSED2'NlASONRY WALL. OF STORM DRAIN SYSTEM 3 HOMp 3 0 5 COLA- cC [ o ASONSS 2 ACCESS ROAD DETAIL 6 8 ORM DD RAIN C C CERAL M071ESS N.T.S. GENERAL NOTES APPLY TO PHASE la UNITS 12 AND .3 wV DERB ISH, GUERRA a SSOC. 1 4 D 1 4 D 1/2 D 2 D RE INSTALLED CHAIN LI N FENCE 6 HIGH R.C.P. SEE PLAN R.C.P. PLAN pf E SSI pNSEElA 2 P C.C. CAPNz 113934 a 9 yy,, 11{{ 1, a k I I I I I I I I Oe! N 2+9LL• 7G\ DfP. 03-31-1997 N.I.C. MlntollI 4 REBAR I I NI_C• 1 I I I II I I 41iEBAR I I I I I Clys` nno f I I I I I I I Fence Panel/ i t I I I I I I I I I I lF Of CI 11E I111 on U/S Ik t,;S iiWNI/Y UE'nds of Prop. j I I izBlocl•..;: I I 2 -#4 REBARSW I I aD LL I I I I I I I I I FILL ALL CELLS I I I 1 I I QSEE PROJECT TITLE SHEET FOR REVISION NOTES WITH PC.C. o I o t z I I I I i I 11 ' Y I I I I I I I I I I I I I DESCRIPTION OF REVISION DATE CITY I APPROVED 3x12 VERT. S ORT I: I I 3x12 VERT. S ORT Til I J I i I I i I I CUT FOR TIGHT F CUT FOR TIGHT FI z I 3-REQUIRED ) I. I.I 1-REQUIRED ) CITY OF RANCHO CUCAMONGA I I II I II I I I I L4 L'$L L4l OMLI ARC 87OR tMvt DRAON PQ iIL SE To ( UNIT 1 o o DEER CREEKK CHANNEL jExistingDRILL1.5 DIA HOLE INTO CD Channel EXISTING DEER CREEK d6th 87REE7 Walls CHANNEL WALLS THEN0 x1 + T TIM MEMBER 1 xMEMBER - 3 2x(D 2 ) BER3x 2 (D+2T) TIMBER POUR ROCK THE # 4 j ao REBAR INTO PLACE. APPROVED BY: DATE 1 1 rZ w Q111®' INOTK302 CITY ENGINEER R.C.E. NO.24953 l Pi.ANS PREP BY Q 1.IL 3x12 TIMBER MEMBER TO VERTICAL 1. TIMBER MEMBER TO VERTICAL DESIGN RECOMMENDED w SUPPORT WITH 40d GALV. NAILS AT 5' O.C. UPPORT WITH 40d GALV. NAILS AT 3" O.C. MSL WWI CnMAN E)VO NEEMS, /NC. 2. ALL TIMBER SHALL BE CREOSOTED DOUGLAS ALL TIMBER SHALL BE CREOSOTED DOUGLAS DRAWN 1300 S. VALLEY VISTA DRIVE SHEET A FIR, 1500f CONSTRUCTION GRADE. FIR, 1500f CONSTRUCTION GRADE. 24 O.C. 24 O.C. 24 O.C. DIAMOND `R r'` 917 T. NGUYEN Tel: (714) d61-W" 4 6 a I m T_w w 1 CHECKED SIGNED BY.SEE AlDoyE DRAWING N0. LLUKI}JL P, ®POPIE LAR(GIER THAN dG N.T.s. 3 O Q JL L4® C t OL;L SfMJQ L N.T.S.4 2 HIGH MASONRY BLOCK WALL TO BE BUIL' OVER EXISg' CHANNEL WALL RT..s. J S.R.1528D llj 07-18-92 PROJECT SHEET No. 6 OF 31 MATCH LINE C-C 550' 550' 550' S5o' o NTS JTS NTS NTS r 01wArI 72 5ASTOF "r 51 PE lo' i 12 ,z 6 Q 3 3 V V V 3rill 2 2 J 4 Q3 3' 3 50' 208' 540' W i DETOUR PLAN PHASE 10-1-A. 550' 9550 550' 550' liftV Pi-Ts. N•TS. CONSTRUCTION AREAN S 54ot 8101 W I CONSTRUCTION =AREA u Q ezARCHIBALDIIAVENUEy N Q b y Z xist orwY 11 Q z Z TAPER 50 I rRP6R X410Tt cr U3 ? c u W OPEN 4th STREET TO NORMAL m Q 4-LANE TRAFFIC AFTER COMP- LETION OF THIS PART OF CONSTRUCTION5401 CONSTRUCTION AREI 11 Fr A•S. cr.) t9 200' 1 w.B.T. 1 i 'Ivv 1 1 JA C1 s NOTES a o t 5 c a3 1 czo 1 PLACE CONES AS PER CALTRANS STANDARDS M(W Trl BeRCoJ o v; n 2 PAINT TEMPORARY SOUD DOUBLE 4' YELLOW BARRIER STRIPE 11 12f.) a W.o W C35 3 PAINT TEMPORARY 8' SOLID WHITE STRIPE N ex? I NOTE. 4a – PAINT TEMPORARY STREET MARKER AS SHOWN GI3 SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND uJ la.STK PE PAINT TEMPORARY 4" SOLID WHITE STRIPE I MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. oRr!aF TG• SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE PAu11 TIEMParACy Tr le WAY LEFT sd¢N L JE COMPLETION OF STORM DRAIN. LEGEND FA.S. C tT.) 7 FLASHING YELLOW BEACON ( OPTIONAL 1 TEMPORARY STREET MARKERS i 1 ffMk1 Sim G 4, s TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN OF TO. 8 TRAFFICC CONE WREFLECTIVE SLEEVE W o FLASHING ARROW SIGN I FAS I FA.S. (LT) V T! TYPE III BARRICADE v,FA.S. CCT.) 2 PAINTED STRIPE 1 SEE CONSTRUCTION NOTES ) mss, is i EXISTING STRIPE LLA n vs 1 1 w TM 6FAC60) S I 1 1LZ A.S Clcr.) F.E.6.t W 2 t AVENUE T r t mMATCHLINEC-C a ARCH IBALD z 4 i 2 3 m f 4TAPFe 2 - n 1777 TAPER J W U F- r16 v moo'wESY o> T S 1 CONS RUCTION AREA RIG CONSTRUCTION AREA Q v7 m w 190' ti 54d' m to Q pOG- t 3Q OPEN 4th STREET TO NORMAL 7ZQ'542 4-LANE TRAFFIC AFTER COMP-OTS.SlETIONOFTHISPARTOF SO'St0'Jf0' OAV 140 CONSTRUCTION i 200, ol i MATCH LINE D-D Q I j 2 4' vi v1 Ir• too' 7: o I 2 N nV14k F.A.S. (R•r.) DETOUR PLAN PHASE 10-1-B 1 I ( 1 NOTE: ARCH I BALD AVENUE SEE PROJECT SHEET NO. 8 OF 51 FOR GENERAL NOTES i 1 I t I o DESCRIPTION OF REVISION DATE aim vID W - 6 CITY OF RANCHO CUCAMONGA I w- AREA IV 1 F.A.S. (RC) ARCHIBAL D STORM DRAIN FW-8-T PHASE l a ( UNIT 1ha FROM 4th STREET TO 6th STREET v 3 3viDETOUR AND PHASING PLAN CZ3 r«,.•,:s, APPROVED BY: DATE 720 550 S5o' S5o' 3 w rN eE 1 ks,' =_ CITY ENGINEER RC.E. No.24953 (Q N.T.S. tJT.S. SITS. f'-EYp t,,,, s G" DESIGN DERBI$I_ UI';RR c_ASSOCIATES_ T3EC FNDED CITY OF ONTARIO 3 1 1 DGA CIVIL ENGINEERS MATCH LINE D-D 18331 UTICA AVENUE SUI'T'E 150 ACCEPTED Y: I DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SHFFT Q i DGA 909) 98 —4306 L, V I d,' " 5 or 6 cC r.._ R__., CHECKED DRAWING No.1 ` CITY E:NG I ER s « r f tv ,,,'° DA B. GUSRRA ITYR.C.E. NO 22880 DATE 7-r r C RCjL No. 29224 gxp. Date 3/31/95 Date14 PROJECT SHEET No. 7 OF,I V So' So' MACH LINE A-A g 1 0 2 I 200" D' sso' moo' sfo' i err .r r .vrs o 1 SO' 5410' W ARCH 16ALD 3flog n z AVENUENmzzzti IM it Z LL u 0 -4 N rrePM TAPER r— led W 4 S s i r.•iro a j 0 1 wV V m V v 1 542'W a' I CONSTR CTION AREA v 3 rsn ssv' sro• sso' 342 ,.s. u. . . 1140' 3 1 vrsI ,vn yrs I n/.rS CONSTRUCTION AREA irvo 1 S 0 or 1 W t r NOTESW a 1 PLACE CONES AS PER CALTRANS STANDARDS I(n 2 PAINT TEMPORARY SOUD DOUBLE 4" YELLOW BARRIER STRIPE 1 Q C'1 IT 3 PAINT TEMPORARY 8• SOUD WHITE STRIPE 1 U' WIVA BEAco Z 44 PAINT TEMPORARY STREET MARKER AS SHOWN 0 I O C.2o T I S PAINT TEMPORARY 4" SOLID WHITE STRIPE NOTE: a 1410-r TEMPoRArY two WAY LI<F-r I•L,V_a I-AWE.. Q v LEGEND SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND F_ F.A.S.6r Z) I 1 MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. Zfw.ar. U SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE O 1 j FLASHING YELLOW BEACON ( OPTIONAL ) COMPLETION OF STORM DRAIN. I I O r C13 TEMPORARY STREET MARKERS TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN Z C) Z TRAFFIC CONE WITH REFLECTIVE SLEEVE o FLASHING ARROW SIGN 1 FAS 1 T TYPE III BARRICADE L) S LL_ O a PAINTED STRIPE ( SEE CONSTRUCTION NOTES I G 1 EXISTING STRIPE 1 TRAFFIC CONTROL NOTES TRAFFIC STRIPING, PAVEMENT MARKINGS AND MARKERS I Al rr) 1. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR c P.W.B.T. ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THEPUBLICWORKSCONSTRUCTION, 1994 EDITION. WORKING HOURS SHALL BE BETWEEN oc7:00 a.m AND 6:00 p.m. AS SHOWN ON THE PLANS, AND CONTRACTOR SHALL RESPONSIBILTY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO p MAINTAIN THE FULL WIDTH OF ALL TRAVELED LANES ON EXISTING ROADWAYS DURING SECTIONS 84 AND 85 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, AND CALTRANS THE HOURS OF 6:00 p.m. TO 7:00 a.m AND AT ALL TIMES ON SATURDAYS, SUNDAYS,TRAFFIC CONTROL MANUAL. o FF AND LEGAL HOUDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. 2. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY TRAFFIC AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. ENGINEER. 3. SECTION 84-03.02, "MATERIALS," OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: I t 2. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYUGHT. ALL TRENCHES SHALL PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH WORK DAY. UPON SPECIFICATIONS. COMPLETION OF TRENCH BACKFILL THE SURFACE OF THE ROADWAY SHALL BE BROUGHT TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS. AFTER BACKFILL PAINT: HAS BEEN COMPLETED THE CONTRACTOR SHALL, AT HIS EXPENSE, REPAIR ANY DAMAGE RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-421-30 OR 8010-61G-10. TO THE ROADWAY, INCLUDING ANY DAMAGE CAUSED BY HIS/HER OPERATIONS OR GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION No. 8010-51J-22 (TYPE 2). F.R•S CONSTRUCTION TRAFFIC. ALL EXISTING STRIPING, PAVEMENT MARKINGS, SIGNING ANDfE.B_T. LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL 4. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED 1 CONDITION BY CONTRACTOR AT COMPLETION OF WORK. FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA 95819 916) 739-2400. J 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET SCALE TO SUPPLY INSTALL, AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, 5. THINNING OF PAINT WILL NOT BE ALLOWED. I" 100' i CITY OF 0 I 0ASWELLASANYSUCHADDITIONALTRAFFICCONTROLDEVICESASMAYBEREQUIRED, i G TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BYCICUSTS THROUGH fi. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES tr.) OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO AND CENTERLINE STRIPING. CONSTRUCTION WORKERS. F.w.B-f 1 ACCEPTED BY: 7. CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFUCTING STRIPING AND REPLACING li i4. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION. MANUAL FOR TRAFFIC CONTROL THROUGH CONSTRUCTION ZONES. 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST CONFORM CITY ENGINEER 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-500-422-4133 AtTHECAUFORNIADEPARTMENTOFTRANSPORTATIONTRAFFICMANUALALLSIGNPOSTSMUSTDETOURPLAN - PHASE I o- 1-C MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO EXCAVATION. BE ANCHORED TWO FEET IN CONCRETE AND 18-24 INCHES FROM FACE OF CURB. THE BOTTOM R.C.E. No. 22980 DATE 6. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND. O DAYS IN ADVANCE OF ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CON- 9. CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (909) 989-1862 UPON COMPLETION STRUCTION DETOUR.OF SIGNING AND STRIPING. 7. IF CONSTRUCTION IS TO BE DONE IN STAGES ALL WORK SHALL BE COMPLETED IN EACH 10. CONSTRUCTION SIGN SIZES TO BE AS LISTED BELOW - - STAGE PRIOR TO BEGINNING WORK ON THE NEXT STAGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY/NO PARKING SIGNS. C 91B'x" X 20" W1 3lo"x 3(0 MATCH L INE A-A DESCRIPTION OF REVISION DATE CTfy SIGNS MUST BE POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. C/3 60 z 24" Wei Z¢ r 24" APPROVED C!3 I I J fr91PFAJ 9. EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC C/B 0"r 4W e/s 2¢rx ?v W44 r 'M~ i o ,,; Fea4 Te- (TYP) CITY OF RANCHO CUCAMONGARIGHT-OF-WAY WITHOUT PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER.N 10. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS CZE IN OPERATION TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES CP1 48"x 4d" L'I7 x 3D' y O(Z5 o ^ AREA IV SHALL SUPERCEDE THESE PLANS AND BE COMPLETED AT THE CONTRACTOR'S EXPENCE. C23 30 ARCHIBALD STORM DRAIN 11 ACCESS TO PRIVATE PROPERTY S GRANTED BY THE CITY TRAFFISHALL GINEERATOACLOSE 0 INTERFEREAINTAINED AT ALL TIMES. FSPECIAL APPROVAL IN ANY WAY Wn-H 041 -40x *a' C c A DRIVEWAY THEN THE CONTRACTOR SHALL NOTIFY THE OWNER OR OCCUPANT OF THE i PHASE la ( UNIT 1 ) CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNER/ I ! FnOM 4th STREET TO 6th STREETOCCUPANTTHEPERIODOFTHECLOSUREANDWHENTHECLOSUREISTOSTART. 12. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS APPROVED BY THE y ( WIT3 t3EAGotiI ) N DETOUR AND PHASING PLAN CITY TRAFFIC ENGINEER. 13. PEDESTRIAN OR BICYCUST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY APPROVED BY: DATE -i rTRAFFICENGINEER. crry R.C,$. No, 24953 14. CONTRACTOR SHALL NOTIFY OMNI TRANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY ERBISI IJ RR_ SSQCIATESCONSTRUCTIONORTRAFFICCONTROLAFFECTINGBUSSTOPS. DESIGN RECOWKNDED_ 3 t 1S DGA CIVIL ENGINEERS Q15. THIS TRAFFIC CONTROL PLAN IS NOT VAUD UNTIL WORK DATES ARE APPROVED. CONTRACTOR 8331 UTICA AVENUE SUITE 150MUSTSUBMITTHREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SHF)T N;ENGINEERING DIVISION A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. DGA 909) V06 66OF C CHECKED DAWL E. GUERRA DRAWING No L , CITY KCJL No. 29224 ft. Date 3/31/95 Date II IL 11 2Bp PROJECT SHEET No.0 OF 91 i i i i i I I i i IMPROVEMENT PLANS FOR THE CONSTRUCTION OF II I Pt IV II13A [ lm) o PHA S-E la UN1w 4 t h S- I R i i I i I I I i I I I I TO 6th S. TREE I IEl, I UTILITY NOTESXOFDRAWINGS' N 1 2INDEUT i i SHT., NO., DESCRIPTION LOCATION 1 .PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT ( TELEPHONE: 1 -800-422-4133 ) AND THE FOLLOWING TITLE SHEET UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION: ARCHIBALD AVENUE CHINO MUNICIPAL WATER DISTRICT 714 ) 987- 1712 2 PLAN AND PROFILE 4th STREET TO STA. 31+00 ) CUCAMONGA CO. WATER DISTRICT 714 ) 987-2591 DIMENSION CABLE 714 679-2327 3 PLAN AND PROFILE STA 31+00 TO STA 42+00 ) CITY OF ONTARIO 714 ) 391 -2508 4 PLAN AND PROFILES STA 42+00 TO 6th STREET ) CITY OF RANCHO CUCAMONGA 714 ) 989-1862 Ext. 2339 1 SOUTHERN CALIFORNIA EDISON CO. ( 714 ) 357-6160 ( information 5 GENERAL NOTES, DETAILS I or 714 ) 357-6224 ( Inspection AND PROFILES 7THN. T.S. SOUTHERN CALIFORNIA GAS CO. 714 ) 394-3835STREET 6 DETOUR AND PHASING PLANS PHASE A & PHASE B ) PHASE la (UNIT 3) w 2.THE EXISTENCE AND LOCATION OF UNDERGROUNL_ UTILITY LINES OR 7 DETOUR AND PHASING PLANS PHASE C & NOTES ) STRUCTURES SHOWN ON THESE PLANS WERE ')ETA'!_U BY ^ SEARCH OF THE AVAILABLE RECORDS, BUT NO GUARANTEE iS MADF T dIAT ALL RANCHO I CUCAMONGA SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN AR___ EXACT. 6TH STREET SHT. 4 j 4 I THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 11Itl ADOVER WAYihfQESsio,o TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR HAWTHORNE W. tO Fye NOT SHOWN. T SHT. 3 No. 175m 's t too /3p e)_ BRIARTON DRIVE 5TH STREET CRESCENT CENTER DRIVE J CAS THE PRIME CONTRACTORjPROJECTSHALLHAVEAVALIDSTATE COUNTERPOINT DRIVE 2 LOCATION 0Vt coN ' O F CALIFORNIA CLASS " All a PHASE 1aNIT 2 ) CONTRACTOR LICENSE. 20ZO TOwA AY5 C0ITE I&b 4TH STREET i FUTURE PHASE Ib i PHASE 1 a UNIT 1 ADDED rR . I(o058 STORM DRAIN LA'EpAL GTI REGIONAL. SOft N 1 A7 S+ 3 0-1. PARK R R I v OR lQSEEPROJECTTITLESHEETFREVISIONNOTES Qnr_gmtwE)R I 2 EH i3 MANHE)F . DERSISH, GUERRA & ASSOC. DESCRIPTION OF REVISION DATE APPROVED km& CREEK ONTARIO oQRaFL, , _ CITY OF RANCHO CUCAMONGA E. W O I '1tv rZ 9 *, s ' %rn + I' y I roc All No.%29224 o 3-3'°BENCH MARK NO. 10008 BASIS OF BEARINGS INLAND EMPIRE BLVD. CIVIL S-`0f CAI NFD. 1 ROUND HEAD BOLT IN CONCRETE BEARINGS ARE BASED ON THE CENTERLINE r 111H CURB STAMPED "S.B. CO. BM. 01095" OF ARCHIBALD AVENUE AS BEARING Cr AT NORTHEAST CORNER OF 4th STREET N 0906'00" W AS SHOWN ON PLANS PREPARED BY: APPROVED BY: DATE H1 lot And ARCHIBALD AVENUE1 FOOT EAST PARCEL MAP N0. 4762 AS RECORDEDulCITYENGINEECGt R.C.E. No. 24953o DESIGN RECOMMENDEDOFBEGINNINGOFCURBRETURN. IN BOOK 65 , PAGE 65 OF RECORDS ENGINEERS, INC. Ad j. 1976 ELEV. 1020. 126 OF SAN BERNARDINO COUNTY, CALIFORNIA 1300 S. VALLEY VISTA DRIVE DIAMOND BAR, CA. 91765 DRAWN SHEET a Tel: (714) 861-3844 N.M. / T.N. 17OFVICINITYMAP 7- CHECKED DRAWING NO. v SIGNED 6Y: Sm !mac S.R. PROJECT SHEET No. OF 31 ARC" 15AL\ pNASE1A2\ PLAN- I- DWG 5D- ; A 10+ 74. 3 EC R1N ' Gg ca 1111. 0CD.:;.. .'-s,+'.,... 1111§-- Q`.. .. 4...... o',,... Q 1111 Q'.:.... ,:. . 11 11 1111. -- t 1111` 1111 Q'.. . 4'..:... O Q N N W W W 1022. 62 I p,/ _ 111 1, .. Q. W. 40:. N. 4r: M . c,. ' Im. al ". V., IIII I_. 1- 111- 111. 1111. f t I 1 1 I SD STA 1 + I 1111 1021. 95 tNV o I....................... . 1..... 1 .... 1 I......... I.. , ... 1.......... ....+, „ , 1111..-, .......... , ... ........ 1 ti.. 1111 1-.__.»..'-_.. _ 1111:.. I........... 1. 1 ............... 1 1 I.,.... I... I. I, .. I.........,, ............, 1... 11. 1,....,:...._... ... + 11.. 1. 1-., MATCH LINEST 4 19+ 50. 84 MATCH... UNC, $ TA4.. 19+ 50.$ 4.... . . ..... ..... . ......... 111 . 1. m T SEE PHASE l a ( UNIT I ), SHEET 2 SEE PHASE 10 ( UNIT, . I ) SHEET 2 I' S* D* STA 10i- O. DO RCP ELEV. " R" :'` '. 1/ D STA 1 + + 0. 0 I! II I t............... Ny I 41 1 r JJJ No 2 I II u i Ii I I C'. k.. : .._..., 1111 M ' 15' II KII i I 1. 1. 111. 1..: 1111.. 11 x O R, j«... ......... 0. it i Ili I i 1 ti I II I; 11 ! I 1........ ............. 1:,.......,, 11. 11 u r s s 1 I I N i ` r I I I N I II 1 1111.. g_ 1111.;. I I I 1 I! 1 I 11 Illi , I:....... i.. I 14 C M I pli 1 I xo II! 1 1........_._ -- 1.} ... 1....... f VIII I I I coI I 111''... 1. 1 ............. 1 11 1._ ..._.... _.._.. .-. 1..........:... I _ 11 1. 1__.._+._ 1111,._ s I IlIn I b 1 i 1..,... I..,,. I...... . ...........::............. 1.. I M;, I II 1. 11. 1 _... i 1 ., 11... 11..... I... rfl Ii 01 tI " 1111.,. , . ..... :.--.. 1. 111................. 1111 , ...... 1.. , ... x rd -- I o II , 0. ii c' I I I 1.... 1..:.. .,.«_.... ,_ R NI 1 I I 1.,..,....., I.. I.... I...:...,..... tl... 1111..+:...... .. 1.,_..- ,:, I.......... 1I r, I , rv' 1 i t I I N t I , II 1 2 ( n iI , 9 I' 3 J`' I14: II 6' 36' I 114', II. I. ... , y ...... I I' 100' ; I II I I—,....... 1111.. .....,.............__... I .,,............. .,,......,,,,.,........... I z n : I I z l I I ! I 1 , 1111 4 t= 1 , 9 c III II I; , I w..... t-. .. ,. 1. 1. 1........ 1111. ... ..... 1--- t- 1...... ......;.,..., ........ ............. c- z Il I ii I1 1 = c a -` i Il ' II I - c ...... ...:..:....... . ..:....... C , .......... u,....,_...+. ............. Z I I co 1111 I i I n 1111 I I 1 i wI Il Ic I I D ti .., ... ...... I...•..... II II I- 6 .,. ..,.:,....., 11. 1.... ..... y 1, 111..... 1111 I II I I j I I 6,. V. .}. i. :}. 4.,+ .{, 1111 .. .+::,}. iu $ TA. Pf zz f0°>. 5,' I RYj K , d I N ro 444 S. S. 2 , A= 45, C= 3. 50' I 1 I II. 1 1 N ?... I a. t t- t' j' it I 11! 1111. r' i.. _ ... .. I. , i h _+ 1111 .. + 1111.,. I 1 - 4 1 TII , j x" 11 1 1..._ 111..... 1.. 111 .._...... 4 11 1/ .. ., ,. YI' w LOC. TIE 2z+ 34. 00 II trs.. i, . T 1 I1' I....,.... Ii 1111 . G(= 28", V=( o• U0 j r I ,,) 1i 1 a J r I i? YJ7/. EI.. TS. i!/'! c` d k1' G ..... I—........, 1 1 1 .. 1.....!: _ 1, 111.., 4........ 1111 1111--:....._._.. .... t..., 1111 . ..... ...: . I i - i 1.. F/ 1' U, Eee. -.; .'... ;. +: RELOCATE STICEET L14; Jr m i I II. ' n' o l c a 1111. 1111 •.. 1111 1111., 1111.. ... ... . ... ... COIJAU T AQbUA1D CAYcIJ BAS AJ I i I Ill I b 1111 , j i 4 Q I D q> , Ili a t,+ 1111 . ...:,. ..... .:*_.. .. ... . . C 1 I Ili I 3 1 .............. ..:.:........... .. ... o ;,... 1111. I I , 9 . 1111. . 111. 1. 1111 . I I cA 1111 I Ft- r. I1i 1 I a `...... fiA, 2 p,. '. ......... 111.. 1...... 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I- 1.,._. . x c zx rn z z II i i r, O m D a C n z y y ' Z 11 ( ' I I r II! y n Z r a a 0 I r 11(' 1 ` li! ( I 1....... 111.........:..... ...,. 1... , 1 O - y E: ZZ( 1 v n n II I o z - a m v r I' 3o x - A r o r I I II w .. 1111... :...:......... .. I a, y o < z w cn m^ I I r I I I 1 I T.. 1 r.} 1111.; y 0 - Am yx z Z !* m o o, . , V/ I I; it i11 I 1 N 1 II M O v a m f y I I o # , I 1 rz ivy = o 1II IIII O /. vE 1111 V c o * m 0 w - 0 c, . . II I ' II' 4" W IL_ _ . 1.. . . Y 1111 EXT . 4 .:.. ... n 4 < V. b v II 6- 11 - 8" S+ T ' - I:.... STi4: 24+ 1$ 12 ... r, M r az wz " m p o o Iti I 11 ( ' I I' i IIi 1111.., I ... m o z o o 91 E fl . " .. on = cam n . z m o o I II • rr-, SII I I1. ........ F,..- 1111.... 1_....... 111. : t.._.... STA: 24+ 22: 3} 1111 mrn O a v T A D n 1 I! II I ll! 1... 1......... ........ .......... 1_ 111.. 1111... I:....-. V ti,,._.. ...}.,..... ._..• 4 rn n m e. m c I 1 I I I 0 M n _ o c z o I I+ vi I . . n z C, n r '? I , I II i I i: r_. 1111 n5 - 0 - u z O a rn o c I I ji- 5 n I m v A I 1111 .. ............. 1111 11. 1. 1 .. 1111. m a m n x Z -< c v 1 II I fall I I m it my o z o 0 0 o I I III 1 m e o z a m 1' 111 e I I rte» v;' v y 70 o n I ' 11 1I I i I 0 G1_ ---..-._-....... n 0 t 0 3 * - o z n y 1 l I I o n z n z f P o rn i lilll F .. D 7 1111" q e I I N : r 0 m y I r 1 I I , I i I i r* 1 cr aGl N O l 1111 11, 1 1_.....,... 11..,. .. 111. 1 w r m y c) Q I r! rll i I o mv 40 z p f zo O I r ' 1 16'` j , JlI I I 9 1;_..........,.:,_ 1111 t.-- 1. 111.,. . w I d III 1 v 1111 H rn oo z w 0 I ` I 1 , I I-'- I I l , II! 1111... i.... 1111 , 1111:. m 0 y z O D 11 r I , I i C nW i 1 it 1 I m 1 1,. ., a_.... 1:• t-+,,.-.._..}-_..... ( 9), 1. -+--....... 1 --'..,,,.._+• r« i,+., ,.. a m D m 2' o I I I, I Z rtD. t r w y z - V v I r 1 . N C7 I........ ........... .. ........ I .. ......_.. I._ o 1111.. cn w > m n a rD i ' r Ji ' I II r. L 0 m z y II it 11i i 1. 111. 1111_.... t.,.. . 1 a: 1--. . .:.........: .,.. ,,. . i_.. o 0 o f rn r I I I I i I I cA I' Z a m II I' II l 7I1 1 ` 1...- 4 1..,... 1111,.. h 1111,. }......... .}.. ..... 1. 11+ 1 .,......}.. 1,- ... I., .: l^._. i...-.... .. 1_ 111. -"..,..,._,... ,.,.. ,. t:,:« f... I; I l I I r' m I I 11 1111 ' 1- 1., .•• I::.,.:.... ...... 1111.. ,:.;..: ............_ .,.. 1,. 1:.:. w 1 I III w I 1 1 : II i 111 I I I 1l i K: oo I I N r., Ir II _ 111 I I a I t i z I I, l; 11 I Ik, II 1111 I I 1. q;.,.., 1111... 1111, ... 1. 111 . ..._ ....... 1. 11.. 1 1..... 1,...... . ... ....., 1111...............................-. 1- 4.,11 cn I I 11 r li i II' I cO EXIST, 8` S$ R / 1111. 1.. 1:}. ., .,.....} 1111.. .., 1. 1. 11 .. .,.,. 1, 1,.,. RE N t 1 l J; J I I I p° I.. W' 2 4". S '..... c) h 110 I..... Std.' 26'+' 36: 33 QZ T. I" 4 OI 1 II ; II; I 1 t. 1..... .......... .. I.........;.. 1,..:. 1:..... 1.: 1... . .. 1;; ....:......,:. ..... ... 1. 1.:} 11. Q' a N 1 II 1i I 11 I r D I/ CO n I, a r11I , QC N I 1 U1. 1. 1. 1. 11, 1. 1...... ....... 1.,.....,..,.. 1111,..{.. 1........ vrt Ir b t 1I I r 4 f e, o N c 11 I II o II, 1 I n t.... I o o 14, . N z 5 - j - `'`- I I Ur I,,,... .. I...... 4 . .... . 1. 111 1111.................... 11 9ti N. n r I• I I o n I I I I 1 L I Cl1 I. c m I 11 b y 11 z 11I I l I 1 v I o3. o Ip ii ' II Ill 1 I 11 1111 . 1. I m I11' 1I , jj lll1 IQ mooV. I N r m 27+ 25. 00 SDMH 1' I, ii I 4:. : SfA; 27 22. 67. 11111.. 27+ d MN' 1111,. A I I 1+ --- . o 1 ii III 1 I I 1..... . ... z ' :.'. Z x ± o a I I 11 I l Ili cil N r LCi 0 1 I 1 I o TA. 7+ 27. 33 o i s b ' -- I 1 b T G Z I II j I ii I II1 1 I I,....... .......+: 1... ,,:.... t.....:. :; 411. 1 , .. 11) , - GA ;^ y Z 11 Ii im, IIII n n m - n r6 nv . 4 I I x, i 1 i,...,......... 1.,,.. I , ,;,.. 1....... M I I- o i 1` ,-- b m I I ! I 1 i c i, f . ... I 11 11. . }....... 1.... 111 I1. 1111- 1- 1....... . ........ ....... . .. Zoo '=^ \ ® n I I ' II R, III 1.:... ..... 1111... 1 .....:,:...,...... y 1111:......,.. 1.. ..... . ..; • , mtr 1, I 1. 2 c I I' ' 11 C) 111' ' I' Pm a ti I , ! i I 111...... 11............ 1411....... I p z I I b11 III I E> 3 -- I1 F ; ARCH! BAL\ PHASE 1A2\ PLAN- 2. DWG 100' t................-....... ..... .... 8 1. 111- 4...... -- rr ..... 1111-- r:, 1111.-' r...... .... .,.. r .... ..... O O C o O c>' Ca O c 1 A ' o c fv N w ( A w LA . m ab* cn c, rn 14' 36, 36' 4, 1111.. :.:...." 1111. 1111. rte..:.... oo....... C....... r, :.... ...,.. ....... m... 1.. 1111. ............. I 101 +_ 1111. I 1- 1 I:..;... .:.;.... I 1- 1:I- : 1111. I 1111.. I... ....... ..........,......... 1. , 1............ ..... ..................-.....-... . ...... .........-. 1..... .- r-,...... MATH LIN TA. 1 00 E E MATCH• H 1 I T H C E, S 3 S S ET , Z w L I, 1 Ob E. '` ,' N N; 1 '^ r 11 I I IIS I 4 1111.. r 11- 1_......... - 1 ....... V ! . 1 i . 4 1 1 1 I dry I I+...................... ...• 1111.... ... . .,_... .+ . II 1 U R* I 1 9 1 c> 11.... ... 1- III, 4 I I IIi I III r 1 11 I III I 1..... ... I. 1;. .,.. 1 ... 1. 1.,..... . 1. 1. 1.. 1...... 11.. 1 :...................... ...... +.:-:..,+: I1 Ili E 1 111.. r .,. III i i I n i IIi t e. ............. 1...... xo I ,.,,.... ... 1.... I.. . .... I .._ I....._ I.-....,-,,,. .; i:., I I I f tell 11 J{ IA I f ...................... 1r},.,... ._ , • t-..... i. . i}..... r..... I I II II IID I i7A..... I 1_,... 1........ r.,-: t, j:.... J! I A\ A I II- I M I l I I I; I Sf i. 31+ 97. fi7 r` ..,:.. 1111..,.... 32 00 00 SDH ' II I 32+ 00. 00 SWIl @=- - w o II I 4 I II, STA, 32+ 02. 33 2+ a2. 33.. 1. .... .............. 1.. _... w. 1-... ... I.......... r I I a 11i p r Lt_. .+ ;. 1! vy : I III I 1........ 1'.• S` _ 1111:_, 1111 11111111... 1. 111 1111,.. 1111.......,...,:,..,... .... 1r.., ,: t- i -.. . -. ...}..}},:................... It. N I III I I 1. 1...... 11 EXIST.•• S"' GAS. ....•.. •.... , r. A y i+ G--- T----> 1 J-' ---+ T. I - I r I 1 1 1 11.. I Ij SS-------------._ T V, i 11 p i 3+ 34 33 i I . I0a I 11} . CRESCENT CENTER R. I 1 Ili f " " 1, II4 1 I I 1........ r 1. .... 1..... .--.. 11 I II III I t1 -}' i. - t+ r• tt++ 11},} 11 :,-#: T- 4+ fi _::;, _}+ F:. .}- .:. 1 I I 1 III I 1 1-' f 1111+: ritr .. L. , 1111• tf. + _... fl- t-- 1 . r:-+ i.. ..,....:..«+ I 111 II Ii 1 III I I Q 11 t---...,... .. 11. 11...... r......; I! .- i t, - •, tt' •.. i SII li Ill I I i; l' t .,.,.:...... I ! iI}-: I,. ..,;. 1111.,. ;. I ' i rII' I I 1 f I I 1 n w I I I I I I I Ill 0 w 1 I'' 11 I 1 II 11 lI I 1 I II III I tt' rtttt' + t t:+:,, Jl .. r - o: I h, ll. 1l}}} li«} r. } 11.. 1.... 1•... I Y II I I I i 1 ' , III' 11 , I 1 II Ii I III1.... 1} I }..} I:........ t,........ 1111.._ 1111..;;. .. ++-:. 1........ 111. 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I 1 11 D 1 i II; I g S 1....... 1.... 11... . -......, ..;+ ; 1. 111. 1. 111... I .......: _.... ` n _; 1 .,-,, : i. Pr1 0 S A I x I III . I.- ,}. i+ 111; 1. _-.......__. r.. 1. 11; 1 F15 JC 1111__._. n N I i / i l 1 I U1. 1111.: ... ; Z = II o I II 7, I, lI; I 0 Id m 1: r r, t rt I-------- 1---- . - V 0 1 II III, I o N , .:; ++.,...... 1111.._ lr} 1111 ._,.+.}...,....... I cnDmw A , i i IIi 61s r n NJOD o vT lip, I I { s ! r... . Q -.. I _ . 1 I-- I-. ,.« Y . .. ...... 1. 1. 1. 1 4 III; I I y b 1 c i 1... I...... I....,..... 1:... ,. v II 1 II I o i + r.. 1 i f ., .,-+ + « .... 11_____ 1 1___.__.. 1111 ._:.. i . I I 0 y ;, p4 b" C Y II I II I Y, , . ._... 1... , . i., ... 1...-................ .....--- t .. t,_+,...... I 0 1 11------ r---.:_----._ -.- ---- 1 I - 1 Ili f U rn D 1 0 n jt 1 ;:: T . 11 11; 11. If... o i I I Z II I 3 i.___.._ _.._. 1111. 1__ 111_.. D I 1 I 1' I a o Q ,: i+ r+•}:. .. ,+' •+ ,.{ r :+:.} 1111.+ 1111...............•:.. ..........:...,+... . .... 1.,:-}+-: moi-.+ 1111 I I I 3 i I' I I. I 1 , 1111.. .....: . .. . d......,.-_.:.. ,. :. t. _.., 11 I 1' 1 1I D I z I hIIIIS f"", -,.+++: ......_ I.... 1. 1.-.-... 1111 ,....... 1......... . 11...... I...---..,--'..-,.-: ..., 1 ., 1 11 Ln SII N J 1. ... ,+, - - ........... ... I... . ::..-......._..,:..... .. 1..:..},,.,,,:... -.......... ......, 1./.......... 1111. ....... ....:+.....: II I_. I I l, r- 11 I, 111 f III-rrr. I I // ollr' N d I III I ! 1 l+ t: r+. I . t•+.. ,+, .+... . 4...... 1....... - I.....:...... .. f.+++,},,... 1 _ .-. +:-... .-..-., I II N` 1 I 11 I pop t.+... 1 - - t. 1. 111- .... 1.. 1. 11. o; . 11. 11.. 1111 , ..} 1111 1: 1 11 .. 11..:..'....._,, -. :..............+:., . . zl it I Abp III I I 1111. . l .,:.., tr + i-+. + 1.,.. _+: + 1.. ... 1.-.,. 1..... .... i -+ .+. r , wM,+. } . s' ss H- 11 _ - - R o 1111.. : 1 . 1 ... . .. 1 1111 EXIST.'' B" I ( p I 111 ky 1111.. 1111 1 111... N I...._.......... ST) k.. + 66. 43:+ lr... 1 IIO . Ii I, I It r- N T I I 1... 111.. II i IIb I I t+, t. I. _ UII o H 1 II I STA M 0+ .-`-,; _:-.. 1111 ::,-... 1.;_.:: r .... .,.. 1.' I I--, ...... 1............... t 14. 11 6+ 00. 00 SDMH 1 w I w I- 3$+ 00. 00 SOMI U N. 11 I sTp_ 36+ 02. 33 II I ( L 1111_.:}... t If'-.- I- 1. i.... ... 1.,__ ._ ti._ .,. r .. , ,.. 1 ........ - .+-} i+ . ..... ....... t..+.;. II I 1 1 I " n a; ' p 36+ 04. 00 i I : ii tl , L:.. i1. t; Ir i-.,:.... :}., ,. - 11,+ t1.,.,,;}........-...,.... w I I 1 / 1I I r, t r W= 24'. v= 550 I! I `; ; OD ii 11 1 I I 1111 I d 1 „+•'• i.}. . I: +_ 4++ .}- 1111 Qi..:.[•"\ 1 11. 11+. 1}.: it. l. 1:. +- 1«} ., rt:-{-:_ . L. t,,- N; I cn I i 1 O X11 c+ P `"+ V 1 I1 III a o _ . ---_........ 1... -... 1111 : - 1.+. .: 1111. 1,. 1.. cl . :.- 111 1 ... -... .... 11 11; 1111., I: U 1 I 11 p - SD II , µ_.,..-. , .. -.,+-.+. 1,... 111. _., ... t. .... 1. trr+-+-.... .._..:..: fit+,.„ -+_- 111. 1-- -..... . I Al SII I I n C_ r a. - ' I ---- 11 I I 1:.., 1 :.-.. .... i. ._ ttt t.=• : EXIST. 4" W .. AgAt, q, It4' W , A.. A 41 III I I I I I h STA. 36+ 61. 34 1 III l I. J, .}... J i1 I I I I 1. 1.+..+:-.- li}-+-.. +-:,+.,+-.,, ,+ 111. 4... 1.... 1,.,+-.-.; f+-;* I+}-+ 1. 111 -;: L.+:_. ++ 1: .++,:- - 1.+ ,:: I I t I I p r II 37. 08 FUTURE m 1- 1. 111..-- 11. 11.-,-.... . -+..-..- . 1111 1 1..... . ..........- Z N 1 j 1 w J. S. No. 4 n w Q U ' ao ap 1 O OVER 1 ` II I v 1 11 II c 37. 0 FUTURE J. S. No._,: 4...._.-.. 1111 EX ST. W A w ao Z WAY I I j i,# I , INV:= fo3( 3: 26 STA: 37 28: 5© . I IUJ I 1...... I--.. L,.... }. 1:..... ,,..- 11. 11. ;-... ,. _ 1111 I............,- r-- 1.;..... I. 1:. I T.` . 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II Q r• t.}. 4111 , ., 1t, } 1111 . 1. 1,... i., .,...,. 1.: y:+ 1114. .;}.. 1.,., y,.}. .}+, t.. 1111..............+,. 1. 1 Z 1' 1' 1 • II I N 11 I ( 1411,.. r, ... ..,,.. 4411... , 1111.... . 1111... . i L...,... 1 1111... 1111 11. 11. ... ......... 11 I 9 V 1 : 1:.. 1.. ... . 1. 114.....,.... 1 1 ...... 1. 1.. 1... 1... .... 1.. 1. I .. - .... 11...... 1.. 1 1. .. 1 11,.. 1. . 1 II I 1411. D I 7 1 z g Q a SII 1 1 1 g M 0 r, ( n N N o N 5 MATCH LINE, STA 42+ 00 SEE SH ET 4 MATCH; LINE,. 1 STA. 1 2+ 00 SEE SHEET 4,..;.. , a Z p O m ' 3 N 1111 1 111 1111 . 111. 1... .}.... . I...... I' ll 6[ In m r- I M I... 1114 - 14 44 4 +. ... 4' a i,;. a z I 1111.. 1:+.. :, 1... ... J,... ,,. 1. 1,.. 1.. O 1111 .... d 1... 1111 P ., 1 1111.. 4111.. ., 14 36' L- 36 14 1111,& 1 5 m t+. y Gp w,. D Q I` d ® Q d) Q4 O . N Q1, U4 r~ N N) co 4 T d . 7 @y f N U; Z 100, II 1111.. 4,.. 1,;,_ 1114 .}... , . L., .+..,.............. _ i.... 1................ 11...... 11,....... I, ...., t}.. 1.... 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I } }}. + ttt t ? 7 t } }+ t•• t* } l+ irt+} ++ t+; ++ I II I I II 11 4 I i I: i ii CWII OD a 101, t` '`. t , 1} +} r{ r} r+• t+ lt } I. rt tt t f- 14 r. r}.:} 1T 1I-: V CO Y t 0o , 9 t' t U? l t+ I i tt ti t O I I t O it I tl II III iI I D ri r r 1 4.• ; t t , I t t• + t +• t+ r + tj-- tt + tt+ Y-} tr } ttt tt I t+ tl I MATCH LIN ST 4 4 + 00 SEE S ET 3 IN $ ' fi X i ro N I II I I+ I+ 1 11 1 I F, + I r t + r t 1 r c/ I I I; II ^ cn3I I t It. i I I It r t' t' 1 I t ' r r{• t, +, f` Itt, tti t t t t t i I I I /,- I I 1 I I' II iI D f 1 + 1, -+' - 1 1.- N I I I ' c it I I 1111 o r' I I I x' f, f r r t j fl' t t + t ft II tttt } + f }} +• + rrt t+ + +} t I v I I I, II ii I ; I rn I I' I II : I it 1 G7 I 1' f r- } I +... + i.. t r. t- t f t rT ter* I II IV 11 1 t T if T, t j• Y+ • t-, } r n II I II ISI vP j I I !! I' I IIII I I r- I li I I t{,.. r}++-+ I+ r- r , -. I, .. tr,+++-+' J + 4 - t}+- t' f - + + t+-• t, ft t4++ I I I• I I I 4 t I t. t I IT k! cn I i II I I. II A iA tlIi 1I + II} + tI! I+ I 1• l Ii! 1 } j. f lli, rG-+ I I T T r 11 t+ r+, l , II H + tr I ! I, Ir III 10 I I I I I I IIi I 1 j 1 fi j j,._ + tII H: .• },, }. t} I 1i t It tr}" t. i_ : a ,. + t t++ t++ tr-` it+- l- + i_ tf + t tt t ti I II N I o t tf f+ t t r U . 1h N II I II I I i5 l b 15 I I, 11 t I o m N P Irj T-'; I M D 4 I I t + t 1 t+ f: }. l+ r{+ t: +, t+:. I++ t'.} .,.. +.}. }++ t}; t + r+ , +,; fr}+ I D I', I m v inch 2i I I r I I I TI 11 ! i „ I Z D j 0 t N I' v' t t Tr t tt• t. t t t. t,:. t. t• rtt r.. t + t t+ } . tt + t r+ ! av n nI oma I I CI! I mi I Od gales I'' III r I I.! i ' u 1 1 d- I IZ t I v= m' iI oft Irnl; IX II D I v 11 m fi fi i fi fi r t T { t.. t1+ tt + It+ I rt' " I t I- IlIIIJLP o * I I I II of w U, z ,, N y' , , • I I ! I C Ii I z r- I D l' m DIM W O 1 I li II I li I j, l i+ ++ I r tt '+ i+ ,.. V, f , -,. _ r ++ t ,+' +- a . r '+. , - t. rIr 1 LJ Z i, t y i ., f, t t 11 r t } fit t tr tr T}> I I 4r OI I it II nl I n I I 1I JX n( r) t{+.. It ri ti i+ , l r +++ r ,} rj vv,, I I W 1IOm I I! t r 1 I t. t i I - - f 1 I X m I I t I + IrI t t ,.. tt+. ir +... I, +., t,+. I ". t. r I n 111 t, t, t« t- f tI r tt1' t t' tt}'' f t ' tr' tt• f . t t + t. i l. 4 Z7 I I I li 1 1 1 W II I 1- Q t+ r+++ ++ f+.,. 1 t' 1. t+*` .+. t. ,}.+ r+ t w T. S. iNO. 3 nit f: H , ' a - 11: L ? 1 F=vJ r+} 1 t* tr+ t! f, f- +• 1, }, , i r. r_ L r. , 11' , I.,. . 1 , + „ Ir. + l. i I 1 I T t ^ 1 1• STA. 43+ 45. 00 I t ti, I q' - TR6THIl M S 1+, L t_ t+ t r t T 1( n - _ - i ,/ II NII\ Ill A r 4 }; i 11 f ' tt t.}+•. i t+ it. t++_,. ,: I. + :}+,.. t«+. li+++}: r" Z01 fMTIZ i 4' rl( ABAND ll o l " 9 rl 1 +, +:; y + + . r« I. r+ r ++ ;*:, I. W Z - O - i fi pll r I w o i i ti ter... t tti r, rt..:. g, k'•+ fl,% Itr+ u+ V __. 16 w- i ., t7 i I y v a l'I f~ 1 4 ' r- 1 II i r ( 7 y I v n III r rr1011lT ti'------- -------------_ f' t+ t. t + r}++-+ 4,• Ir++• 1 4 l Cr ? 1 S. 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Gr! t- tttrl r+-+:.. , ,+ r- t-+_':,- rt} '.}:... .•_ t' + t t-` + + Y ' moi++ t}+ rr. r+ t i+... t1" T r+ tt t'. t": '} + 1- T +. t. } f7 O Z I I t 1f A I I If' i'+ tt+ r tl ti., t.. } + r, t t': + t r } t j t +: ++_, t fi++ r rtri• + t+ t- ttI- H- ++ r+ ++ t?+ t 1 II I i I t I i II I rnill w y I I II i} i. I,. O I', 1 rtt { 4r, l+ t + I '} t' tt ' }' - I tt, lt }-+; r' t + F+ 1}' +} 1r{+}+-+' I-+-, r} t}- 1 }_ t:..}: 1: }+..+ f: SEE 1 1 to PHASE Io UNIT 3 SHEET 1 ro I'' ! f t ++.. a.. r.+ t a, •+ tt t ++++ I+ +++ } + + r-, t ...++ I l I I it } I I i 1I' ir y 21 I . w I I I ll T I III y Ln IIII ti i I f N 7J I r r r r l t t t «+ r r r ••-+ 11 I II t tl 4 r` I 1 t { t,+ - t + r f t t t r r- r v1L I t>`} },} T t { ' t t t tr t i, t, fi i t' I} - t t' ' t, + t} QIr' I` L I tt' h i l : I ) I III I I I Ili! I IIO O (• x I 1 I A r } tT tr :+ } tt- r t , r r t + i' r. tr ., 1. i} t- ft+ r, r,. tr;. fI` .. } + r t:. t 4- 1- t tt'+ tr... trt+•+ i •} + 4 I 7 7 C1 1 1 `` 11' Va Ii I I I 1 n q i'. I \ F 1 r- V) lY I N r rl 1 1 1: L+ + j ++- 1+;: 1+ 1 1 _. l. I+ l' . 40. ' r 4+ t t t' I t t t. t' rn Ot * ' II II1 M t Ilo I I 2 0 tI f r i r 1 f 4 r i t 1 I I I I ' D I I i I 1I 11 O II I I ® t +,,, f { II+ I + a+ ii. {..'+., I t~*+ T +;+.: {- t}.. t.:.. + r+-+, i +-++ +-,++. t__. a. t N I l rTl r*t 11 I fi x I II 40 I t} _ T I l'` r} ,+,+}++ ,+ , t } TIT i.., f }.,: 1}:-,, +„ }._.. ++, t= it.}... r.. ,+ Y+. NI 57' II II I I V l,! I I ti it I t. .+;+ t _}+.. t ++ • +:+.. i- t . i, 4 _ . r,.. }} .. 1 I, 1 . tT1 I I X n I d II t t - t f fitrtt' d0 I I N I I• I' i m I ( I I t rt++ rt t t rt + t} t, r + }+ fit + It + t r 0 I n it I I I I I II. I I Iti I i I I' i II. 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I I I I 1 1 SII I, I r• 1 +• rt a + 1 I :, i 1 70 D W y " Zo I + I } t}` ,+ tt }" t- t, tt' r+ +} + 7IfT 4 1 2 n 1 J I 1 Y! rn y v+ l, f : rai 1 lr, . itir +, l,. + r L' 1 } .+ I 7I 1 1! i V 1 1 t` 1 rl' I i t - tI : tt ' t + 11 L. r t t t } at+ t }+ 111' r, i+ tl rtl ' Ilt t-t C I u Z C/` I I 1 1 " Z l O rI r• r+ l+ r+,+ t,.+ +:. r+.-+ -} 1- + } I•+ t} 1. + , f}} l.: i: t `+{-+ i + t +, r v O 1 v 1 v . J t +} I r , tI t +++} a+ + +:,. a.} + } I4 t r}+ + ff. : +.+;• t + tr, i + + } 1 f: ++ r+_ l t+ , t N 5' t t , It 1t t f, + f + t' fiI It + t t rQ i VIII ib t I r o 1 i I c: d'vI In v 1„' fi t} t+ + + t I'+ at r tli j i' t t + fits + tt tri r + ++ ttr r : + t++ + itl tr+ 4rti+ rr++}+ r , i• r' t M1 ,:=' II''' 1 I I t1::! } l 1ff- rill+ j :. i 1i 1+ 11 , 1 ._ t , I t- 111+: 1- ir+ ill } 1 CD t ' t I' 1+ H t + I} t +.} I i l i } 4+ ti +++ I 11 .;{ 1+++' N Il i, Nll - - W4'1 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH 13. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATION 27. JUNCTION CHAMBER R HACOVERSSHALL BE LEFT AT LEAST G' BELOW THE PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET C 0 WORKS CONSTRUCTION, 1994 EDITION, STANDARD PROVISIONS ISSUED CONSTRUCTION MUST PROCEED FROM DOWN STREAM TO UPSTREAM PAVING. FINAL FRAME SEATING SHALL BE 11T BELOW ASPHALT F 0 W BY AND FOR USE IN THE CITY OF RANCHO CUCAMONGA, AND ALSO AS TERMINUS. ANY CHANGE IN GRADE MUST BE PROPOSED BY THE SURFACE. qTT' Q N N! AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. V MANHOLE FRAME & COVER OCKA CATCH BASIN 3 PER CITY OF It, 28. STREET RESURFACING SHALL BE CONSTRUCTED PER PLANSc(' hi TYP. ) MONGA STANDARD PLAN 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 14. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE g 0/504 ( CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE J JOB SITE AT THE TIME OF CONSTRUCTION. CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. 29. 1 8 3. 15. 2 1 F.,j f- WfTi+-TI1E 5 Jnr 7 T,Ir re GE nr TIE-C } ,--#.ESS TfO 1( W = t8; V1 = 8', T = 8', D = 4' )T = 4' ftS#?Pf R- ss 16. ALL A C. AND P.C.C. REMOVALS SHALL BE SAWCUT. 30. st IvsF € 36' R.C.P. SD 1 17. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASED ON I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ONTARIO AND THE THE ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH 31. ESTIMATE F ANTIETE0QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR W = 17' GROUP 1 CITY RANCHO CUCAMONGA ENGINEERING DEPARTMENTS PRIOR TO ANY THE CITY OF RANCHO CUCAMONGA STANDARD NUMBER 341. IF THE THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE F 33" R.C.P. SD E W = 27' GROUP 2 ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF ONTARIO AND TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE v , THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANSCADDITIONALSTRENGTHSHALLBEPROVIDED. THE PROPOSED WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES c, X` 5.MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 18. 32. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT DENOTES CATCH BASIN NUMBER, SEE PLAN CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. BASIN E L E V/ A 7 0 O N S ( IN FEET ) 6. i +tDONEE)->9Y SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. GROUP TRACTOR Of- ££ G E 1+ 306-8 - THE-ST KAI& N0. ELEV. E ELEV. F ELEV. G El EV. H 33. CONTRACTOR SHALL POSSESS A 'CLASS A' LICENSE, (GENERAL 1061.11 1055.20 1052.70 1060.70 19•ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF r _ . TfRtfNf fOf tWeft t Ik -tom€ 17•ft Rwt1tf. THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND 1060.86 1055.02 1052.52 1060.52 PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND r.... SfAf' 20. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT J S Stt4t S€ RfV0VI`f3-0R-RftOCA E BASINS, AS SHOWN ON THE DRAWINGS, ARE SCHEMATIC. IT IS IS AWARDED. I INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE CONNECTION IS SHOWN 34. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, Unn MM nn 7. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT, THE OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE SAID SUPPORTS SHALL BE IN ACCORDANCE WITH R.G. STD. DWG. V lr=, lrU BASONS N.T.S. 9 CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE No. 339 UNLESS OTHERWISE INDICATED. FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF ENGINEER TO MEET FIELD CONDITIONS. CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS 35. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM R.C.P. ( SEE PLAN ) --- 4 D , Y4 D , R.C.P. ( SEE PLAN ) 1 2 D 1 2 D AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY, 21. DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH R.C. STD. T- THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A TOP T4 ff,+t ERT dQ• DWG. No. 339 AND ENCASED PER GENERAL NOTE 5 ON CALIFORNIA REGISTERED CIVIL ENGINEER.R.G. STD. DWG. No. 339. 1 22. ALL CATCH BASIN OPENINGS SHALL CONFORM TO THE CITY OF RANCHO 8.CUCAMONGA STANDARD NUMBER 305. 36. WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND LATERAL GYM++-USES-AS-HE MAY -C CONNECTIONS SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH N.I.C. I eIWtft 23• R.C. STD. DWG. No. 340. i C 37. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND j@W@eA0i+PR H 1N 24• OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE Es u„T10N C CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING 1;1 1 11 11, T+16 G9P4 ACT9F'T f+NIS+!-6"'^r T" IMPROVEMENTS, UNLESS OTHERWISE NOTED. 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE tom-SES o CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR T--THE-34"E-4EM-AT 38, ItI I SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER H211 EeR + T LTi* I 3x12 T. SUPPORT I'1I t- 3x12 SUPPORT f 1 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON 25. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA IT CUT FOR T FIT 1'1 1 CUT FOR T FIT I 1 l THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT STANDARD NUMBER 120.AND SHALL BE VERIFIED BY TESTS TO THE Lp iii 3-REQUIRE -1 1. 1 1.1 j // 1-REQUIRE 11 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, SATISFACTION OF THE ENGINEER. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE I.I 1.I / i// 1.1 CITY OF RANCHO CUCAMONGA. 26. 39. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT SiiB RA9 IF-THE MOI•ST4JR ,1304TENT IF, SUGH TIIA4 THE "r6F'u' INDICATED, IT IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID 1.1 jj/ 1,1 10, PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE CT NOT-$E_AINEB ON A STRAIGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAIN RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING vlc L994&--4E+4E WITHOUT INTERFERENCE WITH UTILITIES. i i ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR ao o L _ ' o PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF 40. THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING fT#1=Sr_. AFTER -it#_E_ Tf9 UTILITY LINES AFFECTING THIS WORK. 3x12x(D+2T) TIMBER MEMBER 3x12x(D+2T) TIMBER MEMBER WER14 OR BASF--gam 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY QM071E ; NOT[ES _ SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR 41. W14ERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 5'45'--GR 1. NA !12"TIMBER MEMBER TO VERTICAL 1. NAI x12 TIMBER MEMBER TO VERTICAL SHALL FIELD LOCATE LATERALS. AWFERS IN DIAMETER FROM THAT OF EXISTING PIPE, THE USE OF A PPORT WITH 40d GALV. NAILS AT 3" O.C. PORT WITH 40d GALV. NAILS AT 3" O.C. 12, CONCRETE COLLAR AS PER K.G. STD. DW6. No. 329 SHALL BE THE C-IDNTRACT9f INCORPORATED. ALL TIMBER SHALL BE CREOSOTED DOUGLAS ALL TIMBER SHALL BE CREOSOTED DOUGLAS 4"' PtIA J£f ` R0 42. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTOREFIR, 1500f CONSTRUCTION GRADE, FIR, 1500f CONSTRUCTION GRADE. INPLACE AFTER INSTALLATION OF THE PROPOSED STORM DRAIN. LK{D EAD FOR PUPS LAR(G [ER THAN 48°" N.T.S.2 Lf- EAD FOR POPE d68 & SMALLER N.T.S.3 370Ri Ml RAOM (GIENEERt A-°. L N07FES GENERAL NOTES APPLY TO PHASE la UNITS 12 AND S. c Z : _ 43. THE GENERAL CONTRACTOR SHALL RECONSTRUCT, REPLACE ARCHtBALI} AV. } :.ca OR REPAIR EXISTING STRUCTURES, Vtri_ _. : v.. S,T, B, ER,UR GUTTER, TED BYFEC S C RE PAVEMENT, C r - 3 : UTILITYI IVES OT APPURTENANCESANDHERAPPRNANC S I- f- I-_GO i _ i 1 THE INSTALLATION 0 T E E AF r v)' I F STORM DRAIN SYSTEM.cn. of. - vx v7 N M. I r cam. t inF- r + - 1 W.: L,1. W: 1!J E1 ice -- -. I--- t z r4#i2 : wrtr1462: gF STOaM IfRAI I- • r I 1 a FM R 1- _1 6 _ iOVE sT--17- x xx DF.STOR F.ORAfNtjrS/7frI i j4!, TO STREET a i .t 1 , +1 i J . DERBISH GUERRA ciQ3'3 ASSOC. F. r I i X i a _- y It a I0 I l 1. 7 t X14I 1 4r - -0 v . rt t 8 qui ' i 1656- 0q: : i 1. r- 1 1 tr. r G w h a __+_ w T Q 454 No. 24 4 xizfd5 4--r 0txy w i-- i f - c 5 s _r I t y i 1cJj j t - I 3 p3 14'52. z.s n. 8 r r - 452. c, 1 t I i t - - - . Lh'Y fT V t' J - . F 1 P f 1 i fGA V-11 r l C' f- v 0 T i r r -_TES r 19SEEPROJECTTITLELILESHEETFORVI t/ t R RE ISION NO s _CITYj Q 110 J rt DATEi PROVEDDESCRIPTIONOFREVISION y 10 N pr t 1 ---. i. _.. -_- -_ j1j -...... I {- mo i' 1 r- a + .t' t CITY OF RANCHOCUCAMONGA- . r r 1rz4Y. f i T - I l t 1 r i i r r t y r -+ 1 t x _o U 1 f I f i I4 r_ 87 REE7 J l c O Q .. i V, I r t X --- - - --- --- - - t. _ rt-I i Q r VJO. APPROVED BY• z i DATE c CITY ENGINEE0 Y- 4953rtI t i R.C.E.RCE N0. 4c PLANS PREPARED BY r . © I I L• SIGN RECOMMENDED6y _r RE E DEDDE f- t4 6• R.C.P.: 30 C Sfl• 4 H t MSL Qu1j i : NG/VEERS WC. T i E T `f .5 L.1-. c NsRl1CT 32.5 L.F, NTRtCT5. L. ..DRAWN soo S. vAu srA DRnQ143Q SHEET i i DWIOND 9176Ill 5 F 4 I HI SCALE .1 - ?If33fi" R.f.P. SD, 17Ct 36" R.C.P. SL? t75D-J- R C.P: t - I II Tel: 714 861-3844QGUYEN m . . x 1 +- VERT_E .1 ii1 T N 5r w t _ H CKELH. • 12 rt I-1 tE 15' . 80Yt C 4 SIGNED BY, -SEE A G I C E D Q . : : : - S.R. 151Z9 VrAj y S :-1 3S5 ECTIC N $ B DRAWING N 0 I 07-18-92 PROJECT SHEET No. /3 OF 31 O' SO' C7 Z o' rt.724 O / B 3 0 too , o l Q W W F_ W Q ARCH I BALD 2 I U z AVENUE 2 s 0 m ZAP o v g Ip W W r» s Rrs-r i q W S W l LL. O O v V W0 Z h CONSTRUCTION AREA o W I Q h Q V Cto I-- cr sero' sso' sso'fso' u LL f t O F- S' P1'' ff0'ff0' t1 D' Z 2 001 M.'f.G)Vp ti W S W tL 2 Q 2 3 V ARCH I BA D 3 s AVENUE a T CL APff- W W CA i z J 1 4 ¢ I CONSTRUCT ION AREA !80'540' U-T'4 M I o s ' 8 PHASE A-1 H SEE" DAPNEK/!;!Y - 7_04VS/T/o,cl DF7q/& JAT CONSTRUCTION AREAE'T /ec sal Z o a ti v a i"v f OPEN 6th STREET TO NORMAL TRAFFIC m AFTER COMPLETION OF THIS ART Z . OF CONSTRUCTION k vti DETOUR PLAN - PHASE 1a-2-A LEGEND NOTES 4 wm¢ FLASHING YELLOW BEACONOPTIONAL 1 — PLACE CONES AS PER CALTRANS STANDARDS 0 TEMPORARY STREET MARKERS 2 PUNT TEMPORARY SOLID DOUBLE C YELLOW BARRIER STRIPE WC/d TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN v w3a-- PAINT TEMPORARY 8' SOLID WHITE STRIPE TRAFFIC CONE WITH REFLECTIVE SLEEVE (Mr- GiL-TM4S 57R) PAINT TEMPORARY STREET MARKER AS SHOWN o FLASHING ARROW SIGN (FA•S.) J PAINTPAINT TEMPORARY 4' SOLID WHITE STRIPE PAINTED STRIPE (SEE CONSTRUCTION NOTES) EXISTING STRIPE 0--rAl"T TEMFOX MY -Wo WAY LEFT TURN LAWa SCALE 1" = 100' NOTE: t SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. s W SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE COMPLETION OF STORM DRAIN. sso' tso' sso' fto' vrs vrs v.r.s rs Q Q q d d c.•o 0 W too'IQL CONSTRUCTION AREA v M m AR HIBALD 2m z AVENUE k s i u LL r.I W 2 p L 1a11191 z_ v V ti qs.r rapER w l80 3 4 Roe over ¢b Z 2 iu sso' Q no ems-m) c!rs W W DESCRIPTION OF REVISION DATE 1mov De4ove ARCH I BALD AVENUE CITY OF RANCHO CUCAMONGAm AREA IV J C13 ARCHIBALD STORM DRAINTOc0PHASElaUNIT2 NOTE: SEE PROJECT SHEET NO. a OF 31 FOR GENERAL NOTES FROM 4th STREET TO 6th STREET DETOUR AND PHASING PLAN APPROVED BY: DATE CITY ENGINEBR 4R.C.E. No.JM4953 QqSCALEi" = 100' DESIGN pj,;jzBjsj•, SOCIATES RFCO FNDED CITY OF ONTARIO DGA C ENGINEERS DETOUR PLAN - PHASE 1a-2-B ACCEPTED BY: N;1 8331 UTICA AVENUE S= 150 DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SH DGA 909) 9874os 6 of 7 CITY ENGINEER CHFCKF:D D E. GUERRA DRAWING No. R.C.E. NO. 22880 DATE — '3/As CITY RCX No. 292U Rip. Date 3/31/95 Date ll bG ,I PROJECT SHEET No.14 OF 3/ CZ3 a z nhi 1 Q a 8 SSO'SA O'Sf4lao ZGt7 a S1t' Ally.A6rx Z SO' ARCH I BALD2 Z AVENUE 8 . TAPE,?- v^ SEE 'T2'lJc/SifiDul 70 OeiuEu/,4y DETq L rS 1FL7 m 14 beef a ae_3/) T yPieAL E D.Af 40 al.s. G30 I V CONSTRUCTION AREA 1710 S 2 ti I W 1 W H 2 NOTES 1 1 r__ PLACE CONES AS PER CALTRANS STANDARDS s 1 SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND PAINT TEMPORARY SOUR DOUBLE 4' YELLOW BARRIER STRIPE MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. PAINT TEMPORARY 8' SOLID WHITE STRIPE SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE COMPLETION OF STORM DRAIN. PAINT TEMPORARY STREET MARKER AS SHOWN t PAINT TEMPORARY 4" SOLID WHITE STRIPE CO LEGEND FLASHING YELLOW BEACON ( OPTIONAL ) TEMPORARY STREET MARKERS 1 Cl4 TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN TRAFFIC CONE WITH REFLECTIVE SLEEVE (ITEC• GL llrA"S 5TAt1 PACIP) z 3z o FLASHING ARROW SIGN ( FAS I eQ TYPE III BARRICADE z H O h W4z N W -0 ZVz YZ G TRAFFIC CONTROL NOTES TRAFFIC STRIPING, PAVEMENT MARKINGS AND MARKERS 2 X o O1_'wF-- 1. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FORZ S O W O PUBLIC WORKS CONSTRUCTION, 1994 EDITION. WORKING HOURS SHALL BE BETWEEN 1. ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THE z f'w RESPONSIBILTY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO I7:00 a.m AND 6:00 p.m. AS SHOWN ON THE PLANS, AND CONTRACTOR SHALL to O MAINTAIN THE FULL WIDTH OF ALL TRAVELED LANES ON EXISTING ROADWAYS DURING SECTIONS 84 AND 85 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, AND CALTRANS z THE HOURS OF 6:00 p.m. TO 7:00 a.m AND AT ALL TIMES ON SATURDAYS, SUNDAYS, TRAFFIC CONTROL MANUAL 1 I Z-w AND LEGAL HOUDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN 2. CONTROL OF AUGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1 4 O PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. 00 Z ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY TRAFFIC z Z w O ENGINEER. 3. SECTION 84-03.02, -MATERIALS,- OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ:a Cr.V 2. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYUGHT. ALL TRENCHES SHALL PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE X H 2 ZBEBACKFILLEDORTRENCHPLATEDATTHEENDOFEACHWORKDAY. UPON SPECIFICATIONS. W N 4 COMPLETION OF TRENCH BACKFILL THE SURFACE OF THE ROADWAY SHALL BE BROUGHT N TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS. AFTER BACKFIPAINT: LL 3~' z RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-421-30 OR 8010-61G-10. cn to pHASBEENCOMPLETEDTHECONTRACTORSHALL, AT HIS EXPENSE, REPAIR ANY DAMAGE 4 w 4 U TO THE ROADWAY, INCLUDING ANY DAMAGE CAUSED BY HIS/HER OPERATIONS OR GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION No. 8010-51J-22 (TYPE 2). J Z J CONSTRUCTION TRAFFIC. ALL EXISTING STRIPING, PAVEMENT MARKINGS, SIGNING AND o f_ m cr LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL 4. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED z -Z F- CONDITION BY CONTRACTOR AT COMPLETION OF WORK. FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA 95819 Q Q 4 u- 916) 739-2400. V)-N 4 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET 1TOSUPPLY, INSTALL, AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, 5. THINNING OF PAINT WILL NOT BE ALLOWED. AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BYCICUSTS THROUGH 6. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO AND CENTERLINE STRIPING. CONSTRUCTION WORKERS. 7. CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFUCTING STRIPING AND REPLACING 4. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION. MANUAL FOR TRAFFIC CONTROL THROUGH CONSTRUCTION ZONES.SCALE 1" 100' 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST CONFORM 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL ALL SIGN POSTS MUST MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO EXCAVATION. BE ANCHORED TWO FEET IN CONCRETE AND 18-24 INCHES FROM FACE OF CURB. THE BOTTOM 6. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND. DETOUR PLAN - PHASE I a-2-C DAYS IN ADVANCE OF ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CON- 9. CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (909) 989-1862 UPON COMPLETION STRUCTION DETOUR.OF SIGNING AND STRIPING. 7. IF CONSTRUCTION IS TO BE DONE IN STAGES ALL WORK SHALL BE COMPLETED IN EACH STAGE PRIOR TO BEGINNING WORK ON THE NEXT STAGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY/NO PARKING SIGNS. DESCRIPTION OF REVISION DATE C ff O SIGNS MUST BE POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. 1 1 V'PROV® 9. EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC 1 CITY OF RANCHO CUCAMONGARIGHT-OF-WAY WITHOUT PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER. 10. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CO",7RO_ PLANS IN OPERATION TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES r. AREA IV SHALL SUPERCEDE THESE PLANS AND BE COMPLETED AT THE CONTRACTOR'S EXPENCE. O tlRCHILALD STORM DRAIN 11. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. IF SPECIAL APPROVAL IS GRANTED BY THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH PHASE la ( UNIT 2ADRIVEWAYTHENTHECONTRACTORSHALLNOTIFYTHEOWNEROROCCUPANTOFTHE CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNER/ W(. FROM 4th STREET TO 6th STREET V'OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO START. 12. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS APPROVED BY THE DETOUR AND PHASING PLAN CITY TRAFFIC ENGINEER.Ct0 13. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY APPROVED BY: 01 DATE //r TRAFFIC ENGINEER.1 CITY BNGINBRR R.C.E. No. 24953 14. CONTRACTOR SHALL NOTIFY OMNI TRANS AT LEAST RE (5) WORKING DAYS PRIOR TO ANY 1 CONSTRUCTION OR TRAFFIC CONTROL AFFECTING BUS STOPS. G/ DESIGN DERBISH. - RRA "SSOCIATES- RE OI MF;NDKD Q 15. THIS TRAFFIC CONTROL PLAN IS NOT VAUD U r DGA CIVIL ENGINEERS Iv T L YORK DATES ARE APPROVED. CONTRACTOR 8331 UTICA AVENUE SUITE 150MUSTSUBMITTHREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC K 1• DRAWN RANCHO CUCAMONGA, CAUFORNIA 91730 SHFF.TENGINEERINGDIVISIONAMINIMUMOFFIVE: (5) W01?K NG DAYS PRIOR TO START OF WORK. DGA 909} 987-4306 7 OF 7 l i+ 1+ CHECKED D E. G DRAWING No. V RCJL No. 29224ft Date!Z31 95 Date PROJECT SHEET No.15 0F .3_ k -T 1 io89 4I 1* i IiI t i i I BZ L 82 7070 y 1 yii1ap I II1 1 ice P• ; EXtS IN FINt Eb GRADE OVER 1pE y EXISTING FINSHED GRAI OVER PIPS I j y-- I i 1 I t] X51. it?"wAT_- t I I I v 2s_ 1_11- --_ ____ _- _._ 1.I T I : I . I I i I : I i I i I 11 I i 1` i I t i V4 S . i : I 1 N tib f!6' 1 IptN h a I AA W._. d- a- <e...__._-1.-..,._I.._. 3-_._a. _< e__, •__.- t.. r.__ ! - 11---- n _ .n- ._.+ _ -a. ..-1-- 1_11-____.___- ro ._ t-_ 4-+_k- - 1---`;---- l-"'` -_ - _ _ 0? Q i I 3*. V,"/, 111 W : 4 I , o 6 t I W k W i , c I W 11 I I • t til 1 I . y fit n M In y I t N t I 11 b c t c Qjj tt fir 0.8034 I t s 1+hnIn I I a.-_ a 1040 I r. a 1 4 h Vo Qe 0 Iov si 1aoos I G NS`T.6Q24'i. t L I0CFR .P.` 7bo-b S.D.0 Cal 0 0 ` a v , t, '' . 0100_ c.fs. o IV.% a a4an,,it t IF:= 8T R.C. Qf- IS. i I I .I I V I I CDIIVS't. 353. L.1=- R.C.P. 156b-II S.l . 2 16t 1 . fi5 D D: 1 , : : 1 , .I 90 ' R iC.P: s.a. I 0100= 7t!d c.f.s. PROFILE SCALES oto= a4.s c.f.s. I t IS.D. 1 1___-.____] Qtoe=$88.4 c.1`s. 90"R.C.P. S.d CONS 259.78 .._F. 81` R!C.P' 1500;D I HOR I Z.I" = 40' smIIIIIIIIt Q Ion-71O5.1y c. S.Q loo = 7 D c.f.s. F VERT. I" = 4' d 4-.. .1 F e .a. a i e 1 1 1 44+00 45+00 46+00 47+00 48+0: I I 1.- __ . .,-" [ - 0 49+00 50+00 51+00 52+00 53+00 54+00 55+00 81" R.C.P. .D. I Z2' ZZ' 1. //' AI otoo= 7(v4.0 c.f.5. I L I ~ 0 Ifcok O I Y 1 f i N I I a a, I I`_ I to W I I 4 L 10 I I U) I& ct I 0 c= I co I I ___ - I C's 0: FC) I LuZIIIiIo cn LIL r l X IswIK 40 I o s o- C u' - - - I- - - - - I- --_ I vavt x Ii/lIx__ - G eI / 1 - - n 17- , 4 I s` r r' - _. _- may V I - -I 11T I 1 1-4 I—x 1 --,, --- -1 i t. r a_ _.x_ W L) r n I -- 19nr-+ s x a144 H 0*1 W/ aw 5f Q sS/SL s. BZ I v ladARCHIBALDsss/E N. 00. 57' 10" W. S-F s,ft/00'//Gt7 lti O4 N. "b 7' IO' 0?OBj---- yrs , 9 so 3 s"U, 1AVEN W O{ 1 4 t L J L.J i J I L J I A i SECTION LINE N. 00. 10' 15" W. I 1ap t. C a--- -.-- 1 1. w N -••- -- ---- - - --F t_ ti o v w--_ VI 11 Ii i Q 81 LINE A u'+ 7' LINE IA-161 S.5''° 0 Si s,d III IJ j n L L/[ P r Q -- L•/ ell/ j V.. C S G i T III- Sl cci` ----' 5 - slv. t$ I T Y EEOET.4/L Zf t-f L b k k EL010plIi t tom. J T. U Z -- 11 I I N 4 u I .6 tI a 4t I 1 tI I - 0 Qi - --- - - - _ - - - - - - _--_- _ -_-_ _-_- _- .-- -.- --- - -- _ _ - -- 57 P_ -- 7:--- - -- 1 ar 0- ! I a ` I fx/sfg c ry S C''p - N 0 T E: a Ott 9 (D k I I ALL STATIONING SHOWN ON THIS PLAN IS C I 3tt',C I T 32 I! 0 OF ARCH1- 11 ALONG HBALD AVENUE. OF IMPROVEMENTS E N i!: 1c a 1 rN % d5, /f /off/ C IM I0hExrfoiryr W CONSTRUCTION NOTES 1CITY wel)""w,,itII 69 d a o c,sf•f«f, ,.s,t DESCRIPTION OF REVISION DATE APPROVED C 5 FURNISH AND INSTALL 81" R.C.P. S.D., 1700-D.4CC. cu/ve-f Ari•.P_C.rfo!/O, 0:,or STORM DRAIN IMPROVEMENTS 1 FURNISH AND INSTALL BI" R.C.P. S.D., 15oo_D. CITY OF RANCHO CUCAMONGAP/s PER PHASE la ( UNIT 2 ! 17 FURNISH AND INSTALL 30" R.C.P. S.D.,2,000-D. s /= 7' CONSTRUCT M.H. NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 319. 79 1,2: 1141-e"'hl v:o AREA IV 11 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF RANCHO CUCAMONGA STD. pr .. /Irond'i/ CONSTRUCTION T.B.M.'s PIPE CURVE DATA lons/vef vnrio6/ehe gh/ ARCHIBALD AVENUE STORM DRAINDWG. NO. 331. oio% fexisfiI PC.C. cuI.6 e.P.C.s/b!a4A/, @___CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 329; 6/oof wb//sin A. HILTI NAIL 8 WASHER I' E/0 B.C.R. S.E. CURB RETURN 0 = 45. 00' 00'• sowc..for t irrs.ovr 8th STREET AND ARCHIBALD AVE. ON 8th STREET.R = 22.50' PHASE IG 1 UNIT 3 ) SEE PLAN FOR "D". o/oce ELEVATION = 1102.91 h X/s/.y .occ. eevlkwf L = 17.s7 FROM 6th ST. STA. 44 23.09 NORTHERLY0ADJUSTM.H. TO GRADE PER C.C.W.D. STD. DWG. 18. sn/o//ore-Ai?hROily.Aw"Ob,/ 1 B. HILTI NAIL i WASHER I' W/O B.C.R. S.E. CURB RETURN T - 9.3 2' 7O REPAVE ARCHIBALD AVE. WITH S" ASPHALT CONCRETE ON 6" CRUSHED AGGREGATE Consfivcf.?C.C. curb O " rib// ore-,*"4fiQoiY- h+ontoi/ MAIN STREET AND ARCHIBALD AVE. ON MAIN STREET. BASE PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. A 4 ELEVATION 1107.875 TO STA. 55+00,00 L.F v»ries @_SEE CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300; C. HILTI NAIL i WASHER I' W/O B.C.R. S.E. CURB RETURN f j XPLANFOR "W" AND "V" f!"n r.r r/sfitx E+'is/ii9 Oxn G/leisix/ FERON BLVD. AND ARCHIBALD AVE. ON FERON BLVD. t, APPROVED BY:DATE: Ply, calve, I i \ q ` ELEVATION = 1114.75 0,;; RlFESjUN9CITYENGINEERC.E NO. 9-s- 79 INSTALL METAL HANDRAILINGS PER CITY OF RANCHO CUCAMONGA STD. L r 01 II 0 D. HILTI NAIL t WASHER I' S/0 B.C.R. S.E. CURB RETURN 4;; ` E eG F_p__DWG. NO. 602; TYPE "B". o/Kf Xrffiiy I 0 ACACIA ST. AND ARCHIBALD AVE. ON ARCHIBALD AVE. c" _. X 9 DESIGN DERE ISH. ERRA 8 ASSOC.RECOMMENDED 6/oc.F w'//s n ELEVATION = 1090.205 N Q 9 ZB/ COLD-PLANE EXISTING ASPHALT PAVEMENT PER TYPICAL SECTION y II„ BENCH MARK No. 10008 lbr s/irf G f/f%c.P ii,o/oce I V v 4 V 4,,, P I s ,GA CIVIL ENGINEERS 92 CONSTRUCT 0.10 FOOT THICK ASPHALT CONCRETE PAVEMENT oC•C.,s'/o6 "/to I V v E. HILTI NAIL i WASHER I' E/O B.C.R. S.E. CURB RETURN FOUND I" ROUND HEAD BOLT IN CONCRETE CURB N 2 4 zkSTAMPED "S.B. CO. B.M. 01095" AT NORTHEAST SHEET OOVERLAYPERTYPICALSECTION. i ir'einesh 71t' STREET AND ARCHIBALD AVE. ON 7th STREET.k DRAWN 8331 UTICA AVENUE SUITE 150 I T- ELEVATION = 1083.755 CORNER OF 4th STREET AND ARCHIBALD AVENUE, RANCHO CUCAMONGA. CALIF. 91730 tY( s}--ADJUST WATER VALVE BOX TO GRADE. J ( j -j V-T.S- I FOOT EAST OF BEGINNING OF CURB RETURN. fJ C vl` 1,` DGA 9091 987-4306 1 OF t ZIA14F ,q_lG F. HILTI NAIL A WASHER B LD AVE. S.E. CURB RETURN i 4r C1 ELEVATION 1020.126 cvv 6th STREET AND ARCHIBALD VE. ON eth STREET. x It DANIE E. GUERRA L2. I- A ELEVATION = 1059.10 F Qf .I1t EI 11t CHEC CITY OR N G 1 f/ a/v aSlTE TIE'//v OF cm.t 1 11_4Z1w1zR.C.E. 29?_24 EXP. 3/31/95 DATE PROJECT SHEET No. 16 OF 31 747444. c,,7, 21 r. a + ax".o.Pa aee Sro.P t1O.P.q/.v 70 92 al r j k XISr%t/G FiU/SHED .15'U.PF.9CE j LTI.HATE 1" 1/13.1. S 2 J ap co I4eS a 1100 Its A. L- f i l o n 00. O9 J 1 f i g Q0788p CP90 16 6/ 1 1 gooIO90-- c- 3,l g G•09 I S,O pD7G I v',c.o 1 • I o r N p'. J• I V' ti la Q'r v Igo VI o°. Nv Ro' -, sd1 I a0 N. 1080- h a IZZ logo p 1t\ h t\ t\ C) poo ra Q d ul Is 11 o o ti Z }- s y n j Q..+ _ 050 c.f. . a =fi2B5'c.fs. J X43.1 s 5x1.3 cfsh ,I W CONSTRUCT 277. 7 L.F_ 78" R.C.P. 1600-D S.D. CONSTRUCT 179.00 L.F-- 78" R.CP. 1600-0 S_D_CONSTRUCT 182-34 L.F.- fib" R.C.P. 450-D S.D. Qtoo = 543.1 c.f.s. ioo =5/$.0 c.f.s. CONSTRUCT 6.0 L.F.- 78" R.C.P. 1450-D S.D. Q loo = 1050.(p c.f.s. CONSTRUCT 343.00 L.F- 78" R.C.P.RC1450-D S.[.Q,00 = §Otv,2 c.f.s.LCONSTRUCT 70.00 L.F.- JACKED 78" R.C.P. 3000-D S.D. PROFILE SCALES HOR1Z. 1" = 40' CONSTRUCT 17.67 L.F.- 78`' R.C.P. 1600-D S.D. VERT. 1" = 4' 67+00 68+00 69+00 70+00 00, 71+00 32 54 s 72+00 69 Za 73+00 54 45 74+00 25 0 75+00 3z 76+00 54 32 77+00 54 419 78+00 79+00 c 43 4 \43 3z• 4S 43 54 Q 341 IR S f Lo I f Oc rY \0 Lj NORT4ir f i iirs S.CE M I v v O j r' 3 i I / o 6 8 g 111 g 1 J u 1j1 W lig a^ i N oo M-U 3 a 4 p s n h. p Ono'Cee a ha l w N N Q ` 111 1` M Q ` 'o - Q ,p a! h L- 1 .a.a t- „ W a ,. .moi r - I v _ _ N O I ! `l ti $V w 3 I 4 fl, e_ G'o f ar i - Q bl 3 i j . e o d ,0 t 1 Q w j Q g 1 t ul it O i C lv J r N S2 N r r` .• c_`) N Q u-. y\ Q „ tV - 1' C w Q10 Io i \ 1 Q` Q V V N u_ Q o ,Q, Jt lel _faE- N C 3 t o a1- v+ t 4 0 Q N Q b N N I fl+ c n rt ; W a . a 42 b Q u. T j I N 4-ul I OE4.4-E I o pl? E E I(o W" LINE - w ev LINE A 2 L INE A 29 ' N l INE "A 30fi81a8.S r><lr 9 1E ossl J 6h n;INE A-24 ti Ilo e LINE "A-3ICaIJAC.S W 7B o! 10 CB l0 n-.-.__ __ ,.-.-...___,_,.-_. l g3 ' LIN 5'S' O„ s ' 8 L INE SA-26" ou LI1JE x 1 l'93/2 E`j LINE "A-3.s - A-34"'I 9 SI I a ,o 5 k o , gl LINE: A-35 a i4 15 LINE A- 5 e t D z4" vrEPsE rrov zQ LINE W 1111 2 . s,->. WZ r-, vi n V I v V 1- Asa ii f r 1- r cA 1 ei r r S.CE J 5 1 g l m 3G S , k t/a<m/6y __•r .$_ i x . r< b, cp v ZZ' ' c dno/d el NWk1o IIIIi y dy/xle cr.e v/ T e" h r d g Q 1 1 i- g I f c t"v oa Carnfiz<oi 1- h 0 1S1 + g N QpQot .t; b r+ y Z b' N N O cl- i w l I' 3c' izzI x L- b.11_ S 17' 3 PIPE CURVE DATA N I4 Irf h Q 32 a 43 R - 22.50' s CITYCONSTRUCTIONNOTESIso 0I L°.17.67' 00 3 y DESCRIPTION OF REVISION DATE APPROVED T : 9.32' J r- FURNISH AND INSTALL 78" R.C.P. S.D., 1600-D. B/COLD-PLANE EXISTING ASPHALT PAVEMENT PER TYPICAL SECTION.CITY OF RANCHO CUCAMONGASEESlEET Vt o R s 22.50' 10 FURNISH AND INSTALL 78" R.C.P. S.D.,A50-D. 82 CONSTRUCT 0.10 FOOT THICK ASPHALT CONCRETE PAVEMENT PER O A s 48'11'23 L 18.92' IS FURNISH AND INSTALL 36' R.C.P. S.D., 1750_D• TYPICAL SECTION. T . 10.06' AREA IV IIe FURNISH AND INSTALL 33" R.C.P. S.D.. 1750-D. B ADJUST WATER VALVE BOX TO GRADE. CONSTRUCTION T.B.M.'S R • 90.00• ARCHIBALD AVENUE STORM DRAINZSCONSTRUCTM.H. No. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 319. 9 ADJUST M.H. TO GRADE PER C.C.W.D. STD. 18. O A 27'13'24"A. HILTI NAIL a WASHER 1' E/0 B.C.R. S.E. CURB RETURN SANBAG RAILROAD NOTIFICATIONICATION NOTES T s 211.. 79', 8th STREET AND ARCHIBALD AVE. ON 8th STREET PHASE I Q I UNIT 3ZSCONSTRUCTM.H. No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 321. ELEVATION 1102.91 3Z CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 331. t 5S CONSTRUCT PIPE CLOSURE PER S.B.C.F.C.D. STD. S.P. 176. I. THE CONTRACTOR SHALL OBTAIN A. RIGHT-OF-ENTRY AGREEMENT FROM B. HILTI NAIL b WASHER I' W/0 B.C.R. S.E. CURB RETURN FROM STA. GT+OO NORTHERLY v SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY I S.C.R.R.A. ) BEFORE MAIN STREET AND ARCHIBALD AVE. ON MAIN STREET. 7 113 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300; SEE PLAN ANY ACTIVITY ON RAILROAD PROPERTY. ELEVATION s 1107.875 TO STA. ! 8+08.00 FOR "W" AND *V'. 2. THE CONTRACTOR SHALL NOTIFY S.CR.R.A. A MINIMUM OF FIVE WORKING NOTE: C. HILTI NAIL b WASHER I' W/0 B.C.R. S.E. CURB RETURN 64 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 307, CASE "A'. DAYS IN ADVANCE OF CONSTRUCTION TO ARRANGE FOR FLAGMAN AND FERON BLVD. AND ARCHIBALD AVE. ON FERON BLVD. 70 REPAVE ARCHIBALD AVE. WITH f" ASPHALT CONCRETE ON 6" CRUSHED AGGREGATE BASE PER INSPECTIONS. CONTACT RIGHT-OF-WAY ENGINEER AT (2131 244-6949.ALL STATIONING SHOWN ON THIS PLAN IS ELEVATION 014.75 APPROVED BY:DATE: CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. ALONG THE CENTERLINE OF IMPROVEMENTS Ir QROEESS/pNq CITY ENGINEER R.C.E. NO. ?WV59 3. GRADE CROSSING SIGNAL.CABLES ARE LOCATED AT OR NEAR THE GRADE OF ARCHIBALD AVENUE. D. HILTI NAIL b WASHER I' S/0 B.C.R. S.E. CURB RETURN I1 "I 8 EFIIFURNISHANDINSTALLJACKED78" R.C.P. S.D., 3000-D. CROSSING. THE CONTRACTOR SHALL CONTACT S.C.R.R.A. FOR THE LOCATION ACACIA ST. AND ARCHIBALD AVE. ON ARCHIBALD AVE.1 , , G y DESIGN RECOMM LADED 14 FURNISH AND INSTALL 42" R.C.P. S.D., 1700-D. OF THESE CABLES. IN CASE OF EMERGENCIES, THE CONTRACTOR SHALL ELEVATION = 1090.205 ti Z` FX ,p % DERB I_S_H, GU_ RA 8 ASSOC. CONTACT S.C.R.R.A.'S 24-HOUR SIGNAL EMERGENCY NUMBER 1-800-404-9464. BENCH MARK NO. IOOOS Q IJ 9 Z' DGA 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 329; SEE PLAN FOR "D'. E. HILTI NAIL b WASHER I' E/O B.C.R. S.E. CURB RETURN ; C 3 3I 1f W. p CIVIL ENGINEERS 7th STREET AND ARCHIBALD AVE. ON 71h STREET. No 2 2M ao Q FOUND 1" ROUND HEAD BOLT IN CONCRETE CURB T DRAWN 8331 UTICA AVENUE SUITE 150 SHEET7BCONSTRUCTSUPPORTFORCO3lpultPERRANCHOCUCAMONGASTDDWG. NO. 339• ELEVATIONION s 1083.755 iC RANCHO CUCAMONGA, CALIF. 91730STAMPED "S.B. CO. B.M. 01095" AT NORTHEAST Q QZFURNISHANDINSTALL48" R.C.P. S.D., 1800-D. CORNER OF 4th STREET AND ARCHIBALD AVENUE, F. HILTI NAIL b WASHER I' E/O B.C.R. S.E. CURB RETURN P DGA 19091 987-4306 OF 7 I FOOT EAST OF BEGINNING OF CURB RETURN. 6th STREET AND ARCHIBALD AVE. ON 6th STREET. j C1VI%_ Q'`t1 CHECKEDMODIFYCATCHBASINPERCITYOFRANCHOCUCAMONGASTD. DWG. No. 309 AS REQUIRED TO CLEAR ELEVATION s 1020.126 ELEVATION, 1059.10 OF CA`4t1 DRAWING LA0. EXISTING UTILITY. oiisyt N 1 CITY DARIE E. G-0-ER-RA ff SPBO old REMOVE EXISTING CATCH BASIN AND ABANDON CONNECTED PIPES.R.C.E. 29224 EXP. 3/31/95 DATE 1 77_ PROJECT SHEET No. IS 0F - SHEET If OF 2R) v ARCHIBALD AVENUE STORM DRAIN PHASE 1 a ( UNIT 1 ) X/Or S..oe w,ec.r LATERAL ALIGNMENT MODIFICATIONS T r I i L--T --t--i•T T AXITIO AL tjAaKIAL QUWT1'rIES- n - sr w/s W A.C. OVER &" A-15- 1040 S.F. f'VPE "L" MAIRKMS 0 F5.A. 4,4T W-3/~ 3L" 4 R.G.P.1750 D ) 37 L.F. 24 / R.G P. Zoon p )25 L-F. LANDSCAPE / IRR 14rAT10W REMOVAL > QEPLA69MF-NT L.S. s N FC.c. SIDEWALK REMOVAL 1030 5-F o IP.G.G. GW4Z C.A.f:.A3 I 0A.G. BERM 74P L.F. 1! sdtiAitC/,//Q A L O 4 1/ V E/V UeIAPIUST4015VALVE GRADE I E.A. II I CO"STFUCT P.G.C. SIDEWALK S&O S.F. REMOVE GO 1C. GURP 4 bU'f'fER 32 L.F 4 W 1 I P'h yp coir s1-tIc u c T->f o a1 N o r go 6 W Uj y!' FUTURE CURB do GUTTER 4 k 4Pr raZA115,q 4' /N5rAc4 cov5reaer 4*47ry ;451Ai ge C/Tpl OF P.C. STD. DWG. ,e0 303 W I I I I ti v na SCE P[..4,V FOS w" ••. I ( I 0 A t Q I a- CDt/STPUCT ,2EQ,t C, zw 3,451v EA/TRA,VC& AND .TO/A/ EX/STING S/Dt w ILKtooFUvOEZ0Z41Nre-e C/Ty of R C. STV. DWG. Nle 309, VASE 1 . 0 V f CON5T,PUCT Goc46 D. --sslo l pE,e c/7-y' of ,e.C, 3rD. vwrG. WIIISTA. 19+39.58 END CURB REMOVALS, o v w,tivUjJOINWACBERMTC=22.64) o o Ilk v, vgi No. 307 c,4sE 'v" j V v Z 36'CONST. 8" A.C. BERM Tx-d..940 JOIN AC BERM x w \ M- E Pi. c o P/PE C44C v& 0.474T =21 .77 P/P G I V& A-y77 I IRRIG. VALVEI a-,e - ee so' a-R s sno.ev' SCALE 1"=20' 36 G I ELEC. BOX T 9 32'T T 1721' ARCHIBALD AVENUE STORM DRAIN PHASE 18 ( UNIT 3 ) I Qji 36.24 81 0+44.24 LINE wA-5" ND PIPE e 4,CC'W 1 ,& ,4 G d A V E Al UIINV= 1014.89 LATERAL LINE A-31 ALIGNMENT MODIFICATIONS 55'35' 7" fay I TC=21 .29 IES I$ 11.58 E 4L/GIS!M E/V T DERBISR GUERRA & ASSOCIATES, line.I 00 V=5.43 Ik` LI E „A_5„ W= 28 A A -3/ " CTVIL >Nc1-4 T E/Q L 8331 UTICA AVE.., SUITE ISOi. ti°c GOG. 71E 1 S 53.58 g TC=20.93 RANCHO CUCAMONGA, CA 91730 LINE "A-3" PER I 1= 1.ae , V=(0.43 c"i>987.43oa CONTRACT PLANS I I I I LEGEND Tc- o.s4 colvsrr e.r to A6• BWM g L" MARKERS (TYP) IGa't' END PIPE 0+56.9 I I INV=1014.21 ImmWE EXIST etme i 4ar R ANG. P1.N0011'00"W 8.61' r Sn LINE * Nw= 0+00-00 I I =1014 ' 3-18+68.58 a INSTALL !o A.L. OVEr G A-5- I I O`Sa Gf nG 4NNMODIFIEDINEA6 HI' I S EET 2 OF 2-izLINE "A-5" 44. 2 iZEMOVE EXISTIIJ(,1 swEwAUK a• 0+09.85 BEG. PIPE I COLLA CONST. 8" A.C. BERM 11• 4 W=10141 eFUTURECURBRET. J Q INV- 1006.69 0 CO ST1ZUGf ?G•G. SIDEWALK L J+ I j• I Z Qfe in l ttitias z TRAFF. SIG. BOX Ge.23 IQwrI415L3/0 P B * 0+W8 r LINE B-1 f il Delete 48 B.C.P. Storm Drain Pipe, 1800-D 1.12 LF 00 00 ao END PIPE L'y$ 1 Delete C.B. Per R.C. STD. DRG. 300 V-28' V-8.25'1 SA ao INV=1014.50 TC=19.90 Delete C.B. Per R.C. STD. DWG. 300, W-28' , v-6.001 1 SA F.L.=19.23 t Delete Local Depression Per R.C. STD. DW. 307, Case "A" 378 SF LINE A-4 PER C 8• v FUTURE CURB A m do GUTTER 3 Add 36" R.C.P. Stora Drain Pipe, 1750-D 60.02 LF CONTRACT PLANS ELEC. Box Add C.B. Per R.C. STD. Drg. 303, W-281 , V-8.25' 1 U H AddC.B. Per B.C. STD. DW. 303, ii-28 , V 8.03 I EAJ0+11.00 BEG. PIPE INV 100fi.47 a -TC= 20.23 1 f) z z Add Local Depression Per R.C. STD. DWG. 307, Case "D' 388 SF JOIN W BERM TR F. SIG. OX o Add: Construct )Rear Catch swain Entrance and Join 00 00 I I I i ( I Existing Sidewalk iMerdrain Per R.C. STD. DWG. 309, GAS VALVE I aCase 1 9A 18+02.58 LINE rAr 0+00.00 UNE a0US'f 10 IIUJ W S A- sN I-i w II P113- 11P h m LLC3LINEDIIu,eaB1 5 oII ( MODIFIED I S !,1 Q o a o ti O zswiii 17+4'7'57 1 GOiSAL'P - I I INV. 1004.92 4730'81' CO O > H A A i o0400S-Mf,6T W ' Z k I Z Z8v W0sIFN8 IIf 0+52.19 LINE r Bw= 0 h I, 0: .4 1z 0+00.00 LINE B- 1w LINE " B" PER CONTRACT PLANS 11 I g D r I Q W I I I I b Us I o a Vti 2 z W4thTREETrIIWU1z 4VAIS 1G.n2 G f-3G=,PSP/ASO-D O A ;i z 1 V DESCRIPTION OF REVISION DATE VPRV0 a CITY OF RANCHO CUCAMONGA oLINEA„ PER CONTRACT PLANS x 8I x ARCHIBALD AVENUE STORM DRAIN CHANGE ORDER REQUEST NO. 1 ccOQ 1 o W Erse 414des elmn,.4 Ose. k/-44 ST3 a,F Io REVISED DETAILS E; RDERBISH, P1zoF1LE cAL>5 Vl GUERRA & C LINES) "A-5" , "A-6" , "B- 1" , & "A-31" ASSOCIATES N , on) APPROVED BY DATE Basi VY1Q A"kUt sunt ran CITY ZNGINSSR R.C.E. NO. FIJVCAO CULL G !1730 A DESIGN DERBISH, GUERRA & ASSOCIATES R'col.ti!!:tiDEn DGA CIM RNGIN'FW MARCH 17, 1995 8331 UTICA AVENUE SUITE 150 DRAWN RANCHO CUCAMONGA, CAUFORNIA 91730 SHEK DGA 909)987-4306 3a OF 9 CHECK0 DANIEI, E. GUERRA DRAWING NO. CITY ILCX No, 29224 g1p• Date 3-31-99 Date Ec-T 5H=-FT i as CIF 31 a E•Y/ST. F/.0/S//EO SU.PF, CE b Ilk Tr 1080-- A A u toso-- A. H 1090 V V i HGF. 1 0 I I T g h In Q ° v v 1070 1070-- 0 ; a 107a h o 1080 Q A ; hHX'L. 9 9t Q h 2¢';Pco za a0 INE A-22 0 to oyWINWfa°io 6 1060 4 a 1060 cQV N j 4 0 t 1060 10T0 mobitm Q ; ie-;Pct 2250-0 a 0 i W O Q O J Q / Il-ewy .C.. It Up ti 0 N PROFILE SCALES LINE A-18 HORIZ 1" = 20' P= 4.9 cfs T0anL7 cQ= 72 0 fs 1050 0 `ON VERT. I = 4'LINE "A-19" _ Q a 1060 Q= lr0.7cf.- LINE "A-17" LINE "A-20" It g 0 LINE "A-16" vI 0 LINE "A-21" it Sib, a v 1110 Q G L -- A N I I 0 V j f I s V1 N CITY I i00 DESCRIPTION OF REVISION DATE APPROVED 0 CITY OF RANCHO CUCAMONGA AREA IVI ARCHIBALD AVENUE STORM DRAIN PHASE la ( UNIT 3 LATERAL PROFILES LINE "A-16" TO LINE "A-22" 0. o Nprr„„ j` APPROVED BY: DATE: !/G IQ90 v pQROFE s vyA! CITY ENGINEER R.C.E. NO. ?*f9_:!;9 Q I LINE "A-35" ti``' \' E 8GE' y` DESIGN RECOMMENDEDvo _ P 9 DERBISH GU RA ASSOC. Q INs m\DGA CIVIL ENGINEERS 44 x 8331 UTICA AVENUE SUITE 150DRAWN SHEETRANCHOCUCAMONGA, CALIFORNIA 91730 3CIVIC- . i p DGA l 909 1 987-4306 9 3.7.2 G.G. 3 eG., l750-D l E OF CAl NEO 1 ` of c _ c. r CHECKED vDRAWINGNOCoos-roiCT 7 o=48.0 C.fs.i/n O CITY R.C.E. 292240 EXP. 3/31/95 DATE:(1 k t PROJECT SHEET No. 0F 9/ 0 E 41 h 8 S 0 g XQ 3, o g N K , o L t\ vVGI luso 1110 IlloIloVI i V M Qh'GC. y j y V t I Q ioI 40 A loeo 1100 1 U 1z1 1100 4 1100 r v vo Q h A Ilk lk b1r Q 1070 1090 t g h 1090-- loco 750-D Q=sod's ti 1 COwST/4.3ZCF Q 0 N Q , A V 0 j , 33 .PCP /750-D 0 h \ CO•vS>SCS.SP 4F C'D.vsT4l.SP CF t\ a 40 cis 33'PC.P /750-D 750-,C r0 j 33"PC..P, /750-D N A-30"M L I NEhofINE28LINE9N2NAA PROFILE SCALES p LINE "A-25" LINE "A-2900HORIZ. I" = 20 covsrs LINE A-24 LINE A-27 VERT. I' = 4. LINE "A-23" I\ a -- ------- 1120 1120 1120 8 10 1110 1110 I I 2 i I SfQO3p(i I y I S'=O.O,TO lI I r h Y Z St h n w h n LINE "A-34" o I h I ovsr•/L""<' o I , l! LO•t/sT s.SG t 3G .P.C.9 • I I 0 o-so t' I 0• g g Q 11°° L 1? 1 o I 5 v %\ Q p Q Q I CITY I I I 0 DESCRIPTION OF REVISION DATE APPROVED 100 ---- Q N W s I l000/v O \0 - 1100 8 ICITY OF RANCHO CUCAMONGA o h hi kN AREA IV n.b 0 O V h ARCHIBALD AVENUE STORM DRA IN 0 a PHASE la f UNIT 3 0a! D I N N g ti V IStiJ 0iti LATERAL PROFILES V o c'D.vS1. 33 3LF Q0 v covsr. 7Z_ 2z c ,pc /- r 0 LINE A-23 TO LINE A-34Qh .octat r,Q ia cfs p 0 , 0s 0 11 CD.vST11.221.f4Z"'P.c'.o, /7Gt p t;rt,,;o, APPROVED BY.DATE: y D z i. 9 q CITY ENGINEER RC.E N0 24993 4 O w G.f' J 4 '` G 9 y\ DESIGN DERBISH, G RRA d ASSOC. RECOMMENDED OSQ9DGACIVILENGINEERS 0 N 2 4 8331 UTICA AVENUE SUITE 150DRAWN SHEETZRANCHOCUCAMONGA, CALIFORNIA 91730 nLINE "A-33" DGA l 909 ) 98 -4306 7 OOFLINE "A-31"LINE "A-32" 9jF ofI no'` CHECKED DRAWING No. 1111114 ll iDAN E. GUER A 1.CITY S2eDR.C.E. 9224 EXP. 3/31/95 DATE: V PROJECT SHEET No. 20 OF 3/ I p` get 77 110Ka EXE i V 3 x_ I floo rtd90Lt090 h a a V oK. I OBJ ti , i8W-D 3'a rar.s z2 .z c., T Sa-D ; a. ovsr Rei v J v q,0o = Q I 8 c.f.s. ioa= 415 c.f.s. I t i9s,2aaao 9z+-rr,Pc.,,aa o-o a D PROFILE SCALE I HOR I Z: I' 40' IME ''M-I'' Lf N '`M-2'' I L COXIs ,3 4,/9 L.I "Ieel9 D 1qo VERT: 1" 4' 00 Q,00 = /02.3 e,4:s. i, 1 1 +00 I 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 BENCH MARK No. 10008 I rj ss I FOUND I" ROUND HEAD BOLT IN CONCRETE CURB v I I 13 QQ gyp' STAMPED "S.B. CO. B.M. 01095" AT NORTHEAST I I I Q x`11 /2' /6' /B' /2' Q hCORNEROF4thSTREETANDARCHIBALDAVENUE, 8 I q NIFOOTEASTOFBEGINNINGOFCURBRETURN. y' h ELEVATION • 1020.126 WOCONSTRUCTIONT.B.M.'s I o I Q 8 Z HILTI NAIL 8 WASHER I' W/0 B.C.R. S.E. CURB RETURN I i V Q`t I I I Q V J MAIN STREET AND ARCHIBALD AVE. ON MAIN STREET. ELEVATION = 1107.875 y• th a1 a MA IN STREET LINE "M_3"--------------E L`I'WE_"M-4" IlktaeagoOrsraEer4MQ. Vol AV k 72t 83.IZ ARGN1BAl-D. AVE. seel.Z - stcv iB LINE M-I e9,¢so"! ss s" i2 B 57 s. N S 1 t sU 1 EM-piE' S 4I M IJiPAIi(f I i T i y I A j---- - - - - -_ -- -- - -- ------ -- - --- - - - - y Z.SOGty i v 'Lr. ,4iPc,/C A.Co,17 Ia" O O• PEWoYE E,risr C res aysivs o = - h Q SCALE ti 4,1/1 /i!/TE•PFE.P/it/G PO.PT/O t/S N 0 O 1" 40' I STb.P•tID.P//t/ CY/.PYE0.4T,4 u Q 1' o A D= S'z4:T2'' ® L! = S'Plo%s" q1 t1 OF/B"iPC pV C O NOTE: ALL STATIONING SHOWN ON THIS PLAN IS Q a I G = 3S.G7; 7 8' q` ^ 72 V Q I I I ALONG THE CENTERLINE OF IMPROVEMENTS OF MAIN STREET. J I II a.Im w Gomm 55 CONSTRUCTION NOTES 2$ 1.1 V i 12 FURNISH AND INSTALL 48" R.C.P.. S.D., 1800-D. CITYDESCRIPTIONOFREVISIONDATE APPROVED FURNISH AND INSTALL 36" R.C.P. SJ), 1750-D. bw Q l Q a 0- FURNISH AND INSTALL 30" R.CP. S.D.,2000-1). CITY OF RANCHO CUCAMONGA Z$ 18 FURNISH AND INSTALL 24" R.CP. S.D.,2000-D. 0— MAIN STREET STORM DRAIN 79 CONSTRUCT SUPPORT FOR CONDUIT PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 339. FROM STA. 090.07 TO STA. 10.00.00 28 CONSTRUCT M.H. No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 321. APPROVED BY:DATE' 34 43 SEE PLAN FOR "W" AND "V". CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 300; R0 SSI q CITY ENGINEERRC.E N0.Z49s3 Q 9 , 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 329; SEE PLAN FOR "D y!'tGF•p ycZ` DESIGN ul Kiii ti. t,i I 1 . s »"'(R IA i 1.N, Inc. RECOMMENDED PIN V No. CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. O N ' zD.G.A. CIVu LN(ANI.URS 307, CASE "A". 44 Zi 8331 UTICA AVLNUF SUITL 150 55 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. DRAWN R. C., CA 91730 987-4306 SHEET D.G.A. 9 No. 307. CASE "8". jF CrV'` OQ CHECKED DRAWING N0.CRL E P D,r,i- I c,+ Ihro-te,441141VAINST. WITH 3 ASPHALT CONCRETE ON 4 CRUSHED AGGREGATE BASE77REPAVEM 4dyrss/I 13 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. CITY R.CF.Nu.29224 Lxp.Date 52e0 tq PROJECT SHEET No. 2 OF 31 Q N Nia 4R.OSE1 STO.Ph1 D.PA/. 77V p Z 4 K. 57 I I bQtfa ?a 76 f p K g h h v tea S Wa o 1 N r4MMix04o f g E'Ok/s'19XFo7zle 3/O.ow Lf 750-v Q: 15.4 el Q ce s 4/,5 ofS. Qteo= 41.5cf3. a 9r OT.S EiPS' zt O,vST. 35.E PRdFILE SCALE i q=jos its. HORIZ: I" = 40' VERT: I' r 4' 4 LINIi M=4 ALINE M-3 10+00 11 +00 12+00 13+00 14+00 N N v v L_I—I — I— — —I VILLAS del NORTE VILLAGE PROJECT e,/r SEE DRAWING No. W I ---- - r - 1c- - --- - - I - - - - - - i- - - --r - - - r j do SCALE h o MAIN STREET. yI"= 40` V o 0W CONSTRUCTION NOTES ai g 0 FURNISH AND INSTALL 36" R.C.P. S.D., 1750-0 gA N k 25 CONSTRUCT M.H. No. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 319. CONSTRUCTION T.B.M. M + DESCRIPTION OF REVISION DATE CITY HILTI NAIL & WASHER I' W/0 B.C.R. 0 ARCH BAB RETURN D AVE. ON IN STREET AND APPROVED T. V 57 CONSTRUCT CONCRETE FOR COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. ELEVATION = 1107.875CITY OF RANCHO CUCAMONGA 2S 76 REMOVE AND DISPOSE OF EXISTING TEMPORARY TIMBER BULKHEAD. 7!0 S7 PER RAVE MAF RANCHO CUCAMONGA ASPH LT CONCRETE G. TrE ON o. 04" CRUSHED AGGREGATE BASE MAIN STREET STORM DRAIN FROM STA. 10 00.00 TO STA. 14+13.27 BENCH MARK No. 10008 NOTE: ALL STATIONING SHOWN ON THIS PLAN IS FOUND I" ROUND HEAD BOLT IN CONCRETE CURB ALONG THE CENTERLINE OF IMPROVEMENTS STAMPED "S-B. CO. B.M. 01095" AT NORTHEAST OF MAIN STREET. CORNER OF 4th STREET AND ARCHIBALD AVENUE, I FOOT EAST OF CURB RETURN. MQ SS/p APPROVED BY: DATE f E. eFy CITY ENGINEER RCE. NO. 2 9.53 N . F f; DESIGN i>f k.I;I 11. t,i 1 . & A1,S( AIII. fnc. RECOMMENDED N- s D.G.A. CIr11 ENcaNE = Rs N 2 o; 8331 UTICA AVENUE SUITE 150 s DRAWN R. C., CA 91730 90fj 987-4306 SHEET Q y41 Civic- D.G.A.7 OF 9 E Qf CHECKED DRAWING NO. Q C fi Dame!f iimttN CITY R.C.E.N 29224 Lxp.1 Date 311'1T Date k'111 .f2Bo. PROJECT SHEET No. 22 0F 3/ Z3 LEGEND NOTES a o Ici p— ARCHIBALD A, AVENUE 3FLASHINGYELLOWBEACONOPTIONAL1PLACECONESASPERCALTRANSSTANDARDS p TEMPORARY STREET MARKERS PAINT TEMPORARY SOLID DOUBLE 4 YELLOW BARRIER STRIPE P-4 R/ " b' t./ C14 TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN i3PAINTTEMPORARY8' SOLD WHITE STRIPE h 0 dGTRAFFICCONEWITHREFLECTIVESLEEVE ( R cAL-TaauS• s ) 4 PAINT TEMPORARY STREET MARKER AS SHOWN I I Z r, si r.4PFP e 1 t a t.J Q Z % w s_;7-iC=3 FLASHING ARROW SIGN 1 F.A.S.). 5 PAINT TEMPORARY 4' SOLD WHITE STRIPE TYPE 111 BARRICADE It k 6 PAINT TEMPORARY YELLOW TWO WAY LEFT TURN LANE Q 3 r__-, LINE (NO MARKERS). FOR TRAFFIC CONTROL NOTES & TRAFFIC STRIPING, CID PAVEMENT MARKINGS AND MARKERS NOTES SEE h I PROJECT SHEET No. 15 OF 31. NOTE: I i R/W I i I R/W SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND 00 I I 'A 's, 0. MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. o oSANDBLASTANDRESTRIPETOEXISTINGCONDITIONAFTERTHEF; V COMPLETION OF STORM DRAIN. So' iZo'Y I iiveK/ fo ron ii oosn ofo//fiir..r CONSTRUCTION AREA Z ARCHIBALD R W AVENUE R/W - - J Z L L 1-4 4f.% f.OPEW r R/W R/W go III Tycw 1IIBoi-rictao'e R/W Qi Aw/0reCZ ir./h CZ 2c/3 divewo en o%// oin oin ei/fie 1oii Sfr foiifoiroif/fe/cocio Sf ves! y qo boundo 8'S'/Ceefs esff nd fiir es w sf 6oundo Fc n,B/vd. o erg o%//fires lU,l P. f f Lc/u ns a W sf6o nd open ofo//fines 6E' wiffi C2 bifii y `or er/sfiir9 ej w ofo//ir es O E; Tyoc I!I 6o r/c a ryo dr.ao iicrad w w,`h c3 f Rsw f>BELMONT AVENUE r w C3,vresl. w z I R/W REID AVENUE tiw fh A AL 2Zr.6or,code b R/W cij c/ j R/W el M 0 . ti JADEITE AVE. 3 T C/3 t TY 7,t'IA.P,P/G'AOE H TY iC.4L d7reaal GSI Ni iN 6LACr LEttEZS w I I n 5 re"W /a•ZC- dJ OBAw,-,E ggc)ccrRouQv T,P,4,vS/riov 3. i srAu siyci acc/ Byeei o,E a 4oS 4 ROA o CL ED0W use o a^w 7 N G BTLEET ' 1 C/os/eff f.n bne aDET 0 U K C5(LT.) AVENUE s whew 7f#sfl-eejdvr1 S t- tn ARCHIBALD Q a,,,AoE Z 3 s/oJeo R/W Zi g 45:1 TAPES H VN R/W R/W t•iG www s CONSTRUCTION AREA dsE A/,4sE/A Z-C 0 I I loii foin o/eos one d vey it?oin/hiir iffier c rive vra o iLloi foi of/sf onC d ivewr y f //Times ai'7/h Sf eef eos/oc n c/o !eS DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA wi 4-3 MAr4Zr-s AREA. IV ARCHIBALD STORM DRAIN c,3 GZ3 PHASE 1 a ( UNIT 3 } Z" M= so' C FROM 4th STREET TO 6th STREET DETOUR AND PHASING PLAN o APPROVED BY: DATE CITY ENGINEER R.C.E. No. 24953 Q DESIGN xECOMMNDEnDET0URPLANIo-3 —A ELRR _AI $_ DGA CIVIL ENGINEERS 8331 UTICA AVENUE SUITS 150 ONOTE: DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SHF1"f SEE PROJECT SHEET N0. OF FOR GENERAL NOTES DGA 909) 987-4 08 8 of 9 vf f IN • CHRCKFD DRAWING No.l D DANIE B. GUERRA CITY R a NoC 26224 Exp. Date 3 31 95 Date PROJECT SHEET No. 23 OFA 1550' 550' 550' 1550, 550' E-i WTS. WT.S. nlf.S. pl.T.S. cz3 LEGEND NOTES T J 1 To Fi0c5T cz3 Ion FA•S. I NEXTjFAFLASHINGYELLOWBEACON ( OPTIONAL )1 PLACE CONES AS PER CALTRANS STANDARDS ARCHIBALD R,W AVENUa m 3 0 TEMPORARY STREET MARKERSr 2 PAINT TEMPORARY SOUD DOUBLE 4 YELLOW BARRIER STRIPE TYPE 7T rt! Ci4. TEMPORARY TRAFFIC CONTROL, WARNING OR REGULATORY SIGN 3 PAINT TEMPORARY 8' SOUD WHITE STRIPE TRAFFIC CONE WITH REFLECTIVE SLEEVE W GL-TRA•15 0%--- T 5 2 I4PAINTTEMPORARYSTREETMARKERASSHOWNII Ql o FLASHING ARROW SIGN (F.A.S.) 5 PAINT TEMPORARY 4• SOUD WHITE STRIPE I y,w 45:l PAPER 5 6 }--- PAINT TEMPORARY YELLOW TWO WAY LEFT TURN LANE v NO MARKERS ). 2 4 45:I 7ATTT CID FOR TRAFFIC CONTROL NOTES & TRAFFIC STRIPING, I Q 4Q PAVEMENT MARKINGS AND MARKERS NOTES SEE b IZ I o \a ti a u R/W R/W m PROJECT SHEET No. 15 OF 31. m a ki h I I— y%6 Q q 50 150' SO' 1q550' CONSTRUCTION AREA 810' CONSTRUCTION AREA NOTE : MAI0TA10 v'E (M11J.) ACGESSAbCE pRl.rEVJAY CONSTRUCTION AREA FIAT AAL. TIMES TO EACH LOT AQEA (T (PICAL) mARCHIBALD dcjs R/W AV c 30R/W TYPE 21 w S.D PAPE r l f j S.P. PIPE vIPE 655 W 4 J M 1 Ta PER4 x R/W 2 3 S'lp R/W I o 2 2 R/WI 50/ 50 150' 150' I 100' S0' 50' a w o I I 150' m 150 m I W o p UD E, W cz3 R/W BELMONT AVENUE O 1 cz3 z z j cz3 R REID AVENUE cz3 R/W I R/W JADEITE AVE. NOTE:f cz3 CI3 SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN. SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE COMPLETION OF STORM DRAIN. n E-, I I w cz3 Ix f50' 50'180' W W CONSTRUCTION AREA w 5ARCHIBALDQ AVENUE zR/ W o R/W z rd2 Q1S T E!Z 45:1 7-APER 0 0 AP TAP t24451 Cy R/W R/W 50' 00' 50' I 5 50' DESCRIPTION OF REVISION DA'L'E kmOvn 95 550'550' CITY OF RANCHO CUCAMONGA xrrs.NT.S. I il1.T.5. AREA IV ARCHIBALD STORM DRAIN cz3 PHASE 1 a ( UNIT 3 ) G'3 FROM 4th STREET TO 6th STREET DETOUR PLAN - I a-3 -B DETOUR AND PHASING PLAN APPROVED BY: DATE Yl / NOTE:EERCITYENGINR.C.E. No. 24953 Q SEE PROJECT SHEET NO. OF FOR GENERAL NOTES 4c DESIGN DEIZBIsH,5URRA & AS_$OCIATES- _ RECOMMENDED DGA CIVIL ENGINEERS r 8331 UTICA AVENUE SUITE 150 ODRAWNRANCHOCUCAMONGA, CALIFORNIA 91730 SHFr,r DGA 909) 987-4306 9 OF 9s lZ F f rp11 C ;,i CHECKEDDRAWING No.D L E. GUE RAi'' ,•,••••,, f CITY RCB No. 29224 lexp. Date 3/31/95 Dalell l6 4 PROJECT SHEET No.24 OF 3/ v. e. NOT T r I iICTE0CONRACTORIrt I 1 i i TH (STAN iEEXCEANDLOCATIONOFNYURGOUTTYRTUTSHWNNTISPNANDERNDUIUPIPES0SRCURES00HLA I I-T I A 0 TA IN YREBED8 A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO I 1I ; I +EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW I I 1 I I I i 1tIIIi-+ a I LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION IN S TC. THE CONTRACTOR H iLE , E S ALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT All UTILITI SAN TRUCTUR S SHOWN ON TN S P ANS. 1 1 I I 1 I 'l___._f ____t f D S E E E L 1 1 Y 1 1 1 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 1 i tI_ J s ; I -TI i i 1 I # 1SHALLCONDUCTTHEIROPERATIONSSOTHATAllEMPLOYEESAREPROVIDEDASAFEPLACETOWORK I J I 1 AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE j 1 I j4 ; Iit1OCCUPATIONALSAFTYAENDHEALTHREGULATION" OF Th1E DEPARTMENT OF U.S. LABOR, AND WITH THE 1 - -- -_ I STATE OF CA FORK I I I I ILIIADEPARTMENTOFINDUSTRIALRELATIONS' "CONSTRUCTION SAFETY ORDERS. 1 iII1t I I 1L-1 J- 1 it f— f 1 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS'f I I S 1 VCOMPLIANCEWITHTHE "OCCUP TIONA 1 I i 1 I I 1 l__ ___ • I jALHEALTHANDSAFETYREGULATIONS" OF THE U.S. DEPARTMENT t - 1 4 1 S I j— t OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION i I i I 1 I J}TYAFE RDERS". 1 I Ii1I1 1 I I i CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I 1 I I CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS I I APi+ i- .4 AND PROPERTY THAT TH P I I 1 # 1 f IS R UIR M NT YEQEESHALLAPL CONTINUOUSLY AND NOT LIMITE TO NORMALBE0 J W RKING H U00 RS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE j tl I I ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE 1 1>SsO 51 i f AF WORK ON THIS P O T T YRJECEXCEPINCFORLIABILIT ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR I ENGINEER. I I I Ii1— I i , 1 1 1 I IJII11I111_ 1 a a---. _ I 1 1— I -, ; I Ii : I1I - i tI1 t 1 1---- t I 1 I -i i +t t 1 I i I •- I J I 2 1 L -I I 4 I i f1I I I I t 1 I i I I 1 r I I I ; I JirydIrr4ii1if I i/ 1 1 I 1:i 1 I 1 I y.__-.__.+--.-.--.__ .-- --- t_— 1 2 I -I a A f IIT: I 1 i IIiIi 4II 1 _1 I 1 _ Z 4+" J I - tI 7 YItiI1. is _ 1 -- - J i 1 i I 1 121 I i IVIIiri JI I i I i 11 fl i ItIZ. iIti + 1--- - I I 1 f 61 i . 1 I -- 1I I s!i itt I $ ii - I ; N 4I f----- -+ J--_-+'—- +- 1 I- 1-- Z--•.-_- ate-i I i i I III i 1 1 1 ; i 1 i I a -1 5 --- - i L L I1I1 t I I I I 1 II1I1 # 1 e I I 1 I 1 1 a I 1 I a 3 I ] I J i 1 -_1 I ; 1 s I I 1 1 w T a , a JiI iiI I t 1 i L I ; I : I 1i111IIJ71Ifa-_ t I - PROF 1TLESCALE HORIZ. I = 40 I J I V T i i i i i i i 1-ER I 4 - I I 1 I r j i 3 I I I r I I I + I 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 O a-/7*-?a e-0 men/ fyf MP-Jw W w' L - 9/. 70 ' T- 4w.r/' 4W' n A,_^ i l y y I I. L T 1 ARCHIBALD w' s7 eo ivr. 11 Q,.s7;,v" I - sr EF t A V E N U E FUTURE 8/" STORM DRAIN S`s~ N N it! 48.4.(/0 O'/.rEJwE P FUTURE 7 S T DRM ORA IN G/f C,IS'EOf 4 Gt7./F!/CT/i1//- dECT/ON L/.t/tE 4 TA',-EX/,f T. S/'A,—.S-TEMP, .901!/S7- x/GY'SS Z,;.v to L- L.L.. _ 44 7 J y/' te'A-_> SEWER SYSTEM CONSTRUCT ON NOTES AND QUANTITIES M SEWER SYSTEM GENERAL NOTES I w W I. ALL SEWERS SHALT BE CONSTRUCTED IN ACCORDANCE WITH THE COCA 1 1 Zee INSTALL 10" V.C.P. SEWER PIPE 1015.42 LF. COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS. 1 k r 7 7 2. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS-BUILT" I Co J JEGT EXIST G SEWER LATEr 4t- of —CONSTRUCT SEWER MANHOLE PER CCWD STD. DWG. 18 3 EA. v p b DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. era' I% To ucW 10+IfBEv sr- mAlQ. til CONSTRUCT SEWER MANHOLE PER CCWD STD. DWG. IQ.OVER EXIST• 1 EA. b 3. ALL SEWER LINES SHALL BE V.C.P. (VITRIFIED CLAY PIPET AND SHALL CONFORM 10" SEWER AND PROVIDE FOR SMOOTH CHANNEL TRANSITION TO THETOTHESPECIFICATIONSOFTHECUCAMONGACOUNTYWATERDISTRICT. SLOPE NJ y1 1 1 ti 4, SATISFACTION OF CCWD. FOR V.C.P. SHALL BE 0.4'X MI GREATER. h unTc hi BREAK-IN AND JOIN EXIST• DROP SEWER MANHOLE, RECHANNEL AND I EA.4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE i X11 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE ALL STATIONING SHOWN ON THIS PLAN IS PROVIDE SMOOTH TRANSITION TO THE SATISFACTION OF CCWD. k Q P-TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS ALONG THE CENTERLINE OF IMPROVEMENTS ti INSTALL 6" SEWER LATERAL PER CCWD STD. DWG. 18 AND JOIN t EA. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. OF ARCHIBALD AVENUE. v EXIST. LATERAL. w h w5. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCGHT-OF ROAD CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG. 30 AND CITY L.S. Q a'DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHTTIO WAY. OF RANCHO CUCAMONGA STD. DWG. 120. V f-6. CONTRACTOR SHALL HAVE THE ENGINEER VERIFY MANHOLE ELEVATIONS PRIORABANDON EXIST. 10" SEWER MAIN. IDIS L.F. Q 0TOPAVEMENTOFSTREETSTOALLOWFORCHANGESINCONSTRUCTIONOFTHE vMANHOLE, IF NECESSARY. REMOVE EXISTING SEWER MANHOLE AND PORTION OF V SEWER L.S.7. ANY CHANGES RESULTING IN A CHANGE OF MANHOLE DEPTH OR CHANGES EASTERLY TO PROPOSED SEWER MANHOLE.CONCERNING SEWER CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA INSTALL 8" V.C.P. SEWER PIPE FROM PROPOSED SEWER MANHOLE TO 16 L.F.COUNTY WATER DISTRICT AND THE PROJECT CIVIL ENGINEER. EXIST. B" SEWER WESTERLY.8. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE VICINITY MAP »ri.MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. 9. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WA ER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR THE w INS A A ION OF THE PROPOSED SEWER SYSTEM. 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL AT t SF a R.R.CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. Sth O ST. , a11. CON RACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT I LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION.PROJECT 1 n12. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES CONSTRUCT ION T.9.M.': RfjvLsslvry SITE ACACIA ST. f` NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTANCE OF f.;0 ` E• e 44, 7fh o ST. rANYUNDERGROUNDFACILITY. A. HILT( NAIL i WASHER I' S/0 B.C.R. S.E. CURB RETURN 1 0T -. QEVELOPER E' (,> ACACIA ST. AND ARCHIBALD AVE. ON ARCHIBALD AVE.47 'tCITYOFRANCHOCUCAMONGAREDEVELOPMENTAGENCYQ 944 ELEVATION 1090.205 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER lI a THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 10500 CIVIC CENTER DRIVE LU O 4 m 8. HILTI NAIL t WASHER I' E/0 B.C.R. S.E. CURB RETURN SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY P.O. BOX 807 Nc' No 292 4 x. u 7th STREET AND ARCHIBALD AVE. ON 7th STREET. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS RANCHO CUCAMONGA, CA. 91730 1*6th f ST. ELEVATION 1083.755 OF WORK. OF CA E fil1, Q BENCH MARK No. 10008 PLANS PREPARED UNDfR SUPERVISION OF DERBISH, GUERRA & ASSOCIATES,DATE APPROVED I1fxd/_,,_p DESIGNED BY DRAWN BY CHECKED BY DRAWING No. q DGA DGA CITY/CCWD UCAMONGA COUNTY WATER DISTRICT 4-s3-4FOUNDI" ROUNL HEAD BOLT IN CONCRETE CIVIL ENGINEERS BY CURB STAMPED "S.S. CO. SM. 01095" AT NORTHEAST CORNFR OF 4th STREET AND tf331 UTICA AVE., SUITE 150 DIRECTO F ENGINEER ti- ARCHIBALD AVENUE, I FOnT EAST OF RANCHO CUCAMONGA, CA 91730 1 BEGINNING OF CURB RETURN. 7 4)987-4306 Dateo6k+ CUCAMO GA COUNTY WATER DISTRICT SCALE WORK ORDER No 1O" SEWER RELOCATION IMPROVEMENT PLAN ENGINEERING DEPARTMENT FOR ARCHIBALD AVENUE STORM DRAIN PROJECT DATE R.C.E. iel E. Guerra R. .E. 29224 Exp. Date '/! 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 N at 40 SHT. I OFREV. DESCRIPTION DATE PPD LLEVATIOM - io2o•i26 ADS. 197s 714) 987-2591 FROM 300 s SOUTH OF 7th STREET TO ACACIA STREET PROJECT SHEET No. 25 OF 3/ 956' NOTICE TO CONTRACTOR THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 914OWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.59PL IV VJ E L 0 A 1:l .3 01 N 'T S JI L a 1.1 6J r 1[O P 0 'S E D WI T (E K L 1 h! E ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORKI AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' `CONSTRUCTION SAFETY ORDERS."I THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT I I t OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. y— CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE1115CONDITIONSDURINGTHECOARSEOFCONSTRUCTIONOFTHISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WATER SYSTEM GENERAL NOTES ry j1(f ICE J. THE ENTIRE WATER SYSTEM SHALL CONFORM TO SPECIFICATIONS AND REQUIREMENTS OF THE CUCAMONGAe#A - COUNTY WATER DISTRICT. 1 O QI I 3 2. WATER MAIN SHALL BE INSTALLED WITH 36" MINIMUM COVER. 4 6= (MA IQ TA I" FD51Tl V E 6'1>'ADE ) 3. TH MINIMUM RESPECT'M EM Y TAT IC WATER PRESSURE WITHIN THIS SYSTEM IS / P.S.I. AND t tOc 4. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAVING. 5. 6' WATER LINE SHALL BE 12 GAGE STEEL,CEMENT MORTAR LINED AND WRAPPED ACCORDING TO A.W.W.A. SPECIFICATION C203-86, C205-85. i j SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. j j I yVI V 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF Jt Iii g THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATION OF THE PROPOSED WATER SYSTEM. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF 491 Q CALIFORNIA ENVIRONMENTAL HEALTH CODE. TITLE 22, SECTION 64630-C. g it IL PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE TESTING AND STERILIZATION SHALL J BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT th p STANDARDS AND SPECIFICATIONS. 1 o 2 10. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND I SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTL Z y p1 Ml INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. a 3 It. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ROAD DEPARTMENT PRIOR TO ANY f 141 CONSTRUCTION WITHIN STREET RIGHT-OF-WAY. 12CONTRACTORN A LEGIBLE AND CLEAN SET OF AS BUILT DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. R101 W Ama 13. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL BE REPORTED TO THE rt r a,O CUCAMONGA COUNTY WATER DISTRICT, THE CITY OF RANCHO CUCAMONGA, AND THE PROJECT CIVIL ENGINEER. 14. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. v 1 Ib. TACKWELD ALL JOINTS SO' FROM END OF LINE AND FROM ALL ANGLE POINTS PER C.C.W.D. STD. DWG. No. 9. AL APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTANCE OF ANY UNDERGROUND FACILITY. ROFIL SCALA 1gJt st Ta t=t>i1154 40,Apvj HOR I Z. 1" : 40' i VERT. 1" w 4'y 74+00 73+00 74+00 74+00 76 n0077+00 78+00 101 101 79+00 101 101 eEnnDvt WdTEV Irot.T10j 01: EAST. A WATEe L NJt. V aQ p 1 H I 1 I I. L 1 l Jti O L— _N I I I sEo Z4•sF e.G. ie vc aEct O 5! 4 lot a w 10/o JOZ N w CA1fi for 1+tI100I105100 i Y MIO.Q µlm. Q1 JO 41 1F1'J $ S.P.S.R t-1- s, FUTURE 78" 5.p r N. 00'2013!0"E• SS• eYCExlsr. SEG110 1 L 1 --- Tipb ?& N 00'10151.1. kAG4c1A TA.J. b Ig' AMO DODO ¢ H.oo•b 15'w. IOIi n T/.,(EXIST. GKIST. EXIST. TA W. ESAGO, Ivio 7 r 5 Im I ARCHIBALD AVENUE 41> t. N ao D CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES AL-._ ara o4-&e.qo Z 100 INSTALL 6" DIA. G.M.L. t W. WATER PIPE 97 L•F. wi ,(. Q 0 101 CONSTRUCT i' DIA. 45' WELD BEND is F.A IOL TRENCHING PER C.C.W.D. STD. DWG. No. 30. L.S. I rt ItoF Lt Aiov[ IrIC Q 1l N @Ws;—TRENCH REPAIR PERCITY OF RANCHO 1 WAtELu Ib LEl.se Twl.l CUCAMONGA STD. DWG. No. 120.L•S. Q IVTr—ABANDON EXISTING S" DIA. WATER LINE IN PLACE. 475 L.F. p5} v INSTALL i" DIA. GATE VALVE. Z f.I• v I 10 CONSTRUCT HOT TAP PER C.C.W.D. STD. DWG. No. IIA. 3 IEA. 0 4t J1G G u 10.2 5' LT17INSTALLFIREHYDRANTASSEMBLYPERC.C.W.D. STD. NO. 3 J 60. INT. rio-rosEv t.o. 4 SC/4LG BLOW-OFF ASSEMBLY PER C.C.W.D. STD. DWG. No. 6(0WI H ACCESS 1 E4 EKIsr &Ilwo¢e t.uj IToiEFELo4T16D.I VICINITY MAP r-• J 1 1 Q pf k ssJU 9th STREET I NOTE: No 29224 LOCATIONPROJE No.FERON BLVD. ALL STATIONING wN ON THIS PLAN 19 ALONG THE CENTERLINE OF IMPROVEMENTS lFIOMAIN STREET s OF ARCHIBALD AVENUE. 1 rh/ L y ( ``,;\ A.T. A S F. 11A.ONSTRUCTION T.B.M. A. HILTI NAIL i WASHER V W/O B.C.R. S.E. CURB RETURN 1 8th STREET C" MAIN STREET AND ARCHIBALD AVE. ON MAIN STREET. I ELEVATION 1107.875 DEVELOPER: a CITY OF RANCHO CUCAMONGA REDEVELOPMENT AGENCY r ACACIA ST. HILTI NAIL WASHER B.C.A. S.E. CURB RETURN 10500 CIVIC CENTER DRIVE 70 STREET ELEVATION 1114.75 FERON BLVD.. AND ARCHIBALDALD AVE. ON FERON BLVD. P.O. 80X 807 1 RANCHO CUCAMONGA, CALIFORNIA 91730 1 PENCH MARK No. 10008 F ANS PRE FAr E D INr F k I. 1 IS . t )F Y I K.c NDERBISH, GUERRA ASSOCIATES DAZE APPRG r>FsIGNF C e , RawN R RnwlNc, nl FOUND I" ROUND HEAD BOLT IN CONCRETE UGAMONGACOUNTY WATER DISTRic;"ICURBSTAMPED "S.B. CO. BM. 01095" AT CIVIL ENGIT'FERS E 14 -W20- NORTHEAST CORNER OF 4th STREET AND 9331 UTICA AVE., SUITE 150 OR ` EN OGA DGA CITY/CCWD ARCHIBALD AVENUE, I FOOT EAST OF RANCHO CUCAMONGA, CA 91730 cw IFM D TOR OF EN ERING BEGINNING OF CURB RETURN. 714)987-4306 anl C. IS" WATER MAIN RELOCATION IMPROVEMENT PLANUCG. ,-NCA vUN'Y WATER DISTRICT SCALE W?PK )R)FR No ENGINEERING DE F'AR T ME N1 9641 SAN 8FRNARDIN0 ROAD, CUCAMC SGA 7C I" s 40' FOR ARCHIBALD AVENUE STORM GRAIN PROJECT REV DESCRIPTION DATE " PP'D DATE _-_____ __ _ __ _ ___ R C.E Daniel E. Guerra R. . 29224 Exp.Date ' TI CA. 917 VATION • 1024_• ADJ. 1976 7 14) 9 67- 2 5 9'FROM STA. 74+00 TO STA. 78.75 SHT. OF I PROJECT SHEET No. 26 OF 3/