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HomeMy WebLinkAbout1272 PIP • IN THE CITY OF RANCHO CUCAMONGA GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE CITY Of RANCHO CUCAMONGA STANDARDS AND THE STANDARD HIGHLAND AVENUE SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WiTH AND SHALL BE IMPROVEMENTS I THE INTERSECTION PROJ ECT RESPONSIBLE FOR ADHERENCE 70 THESE STANDARDS AND SPECIFICATIONS. SITE 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KiND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. TH *,O(LSTREET 19SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO DONE SHALL BE REMOVED, RELOCATED OR PROTECTED iN PLACE AS REQUIRED AT NO COST TO THE CiTY OF RANCHO CUCAMONGA. of4 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. BASELINE AVENUE 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. Ld wh 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHAH 19TH STREET a HAVEN AVENUE Z Z BE SET AT HINGE POINTS, EDGE OF Ld Ld PAVEMENT, EDGE OF PAVEMENTS POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. Q J Q ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. FOOTHILL E C J L E VA R D 6 ALL SEWER, WATER, ELECTRICAL, GAS, PHONE, OR OTHER UTILITY LATERALS MAiNS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. p 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, CC•iPACT1NG ORIGINAL GROUND AND ALL SUB GRADES SHALL BE _J PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE Q LV I SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. m Z c= W Q J of Q LU 8 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LiSTING ALL TESTS OR Q = p DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9 PRIOR TO INSTALLATION Of ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR • MASTER CONSTRUCTION NOTE LIST DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (SEE PLAN SHEETS FOR CONSTRUCTION NOTE CHANGES) I O SAN B E R N A R DIN 0 F W Y. 10 PAVING SHALL BE PERFORMED iN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 11 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHiCH CONSISTS OF A ROCKY MATERIALS, THE SUBGRADE SHALL BE 1. REMOVE EXiST. HEADWALL. PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A 2. REMOVE EXIST. 24" C.M.P. (3 EA.) FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 3. REMOVE EXIST. 39" R.C.P. 4. REMOVE EXIST. CONC. SWALE AND PATCH BACK WITH 2" A.C. OVER COMPACTED NATIVE. 5. CONSTRUCT 4' X 12' SiNGLE BOX CULVERT PER DETAILS ON SHT. 5. LOCATION M A P 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. 31 MONOLITHIC CATCH BASiN CONNECTIONS SHALL BE CONSTRUCTED WHERE APPLICABLE. 6. CONSTRUCT 30.5 L.F. OF 24" R.C.P., D = 1000. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO 7. CONSTRUCT P.C.C. HEADWALL PER HEADWALL DETAIL ON SHEET 5. N T S. PAVING. 8. CONSTRUCT 65.5 L.F. OF 54" R.C.P., D = 1000. 32 ALL CATCH BASiN OPENINGS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA STANDARD NUMBER 501. 9. CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 21', 13 ESTIMATE OF QUANTITIES 1S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL V = 3.72'. 33 USE FULL-DEPTH HEADER FOR VERTICAL FACES OF P.C.C. CONSTRUCTION. MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE 10. CONSTRUCT 15.5 L.F. OF 27" R.C.P., D = 1000. PLANS WHICH iS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER 11. CONSTRUCT J.S. "A" PER CITY OF RANCHO CUCAMONGA STD. DWG. 508, A = 450, B = 18", 34 WiTHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLE, JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS C = 5.91', D = 54", E = 4.19', F = 2.25', G = 0.0, L = 2.89', ELEV. "R" = 1422.35', ITEMS OF WORK. SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID ELEV. "S" = 1422.13'. INDEX OF SHEETS TIME, THE CITY Wlll ADJUST THE ABOVE ITE AT THE CONTRACTOR' P i M S EXPENSE. _ � 14 CiTY APPROVAL OF PLAN DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 12. CONSTRUCT CATCH BASIN NO. 3 PER CITY Of RANCHO CUCAMONGA STD. DUG. 504, W - 21 INDEX DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY V = 4.411. ENGINEER FOR APPROVAL. 35 TRENCH BACKFILL SHALL HAVE A MiNTMUM OF 90 PERCENT RELATIVE COMPACTION BELOW THE STREET ZONE AS VERIFIED BY TESTS TO 13. .CONSTRUCT 17.'0 L.F. OF 21" R.C.P., D = 1000. SHT. NO. DESCRIPTION THE SATISFACTION OF THE ENGINEER. 14. CONSTRUCT J.S. NO.1 PER L.A.C.F.C.D. STD. DWG. 2-D189, A = 450, B = 21", 15 WORK SITE AND EXTERIOR STREET SHALL BE iN A NEAT, CLEAN, HAZARD FREE, ORDERLY THROUGHOUT CONSTRUCTION. s1TE SHALL C = 3.14, ELEV. "R" = 1421.33', ELEV. "S" = 1420.371. CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 28', BE CLEANED UPON REQUEST OF THE INSPECTOR. 36 AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADE, IF THE MOISTURE CONTENT IS SUCH THAT THE 15. V = 4.44'. I TITLE SHEET SPECIFIED RELATIVE COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING, THE FOLLOWING REMEDIAL ACTION SHOULD 16 CONTACT UNDERGROUND SERVICE ALERT 1-800-422-4133, 2 WORKING DAYS PRIOR TO EXCAVATION. BE PROVIDED: 16. CONSTRUCT 31 L.F. OF 24" R.C.P., D = 1250. 17. CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 281, 2 STORM DRAIN IMPROVEMENTS 17 THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE a. REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING OR V = 6'771' 3 STREET IMPROVEMENTS ON THE 18. CONSTRUCT 124.0 L.F. OF 33" R.C.P. D = 1000. JOB SITE AT THE TIME Of CONSTRUCTION. b. EXCAVATE UNSTABLE AREAS AND BACKFILL 8 CK ILL WITH SUITABLE MATERIAL OR BASE OR ' C. INCREASE THE AGGREGATE BASE SECTION OR 19. CONSTRUCT J.S. NO. 1 PER L.A.C.F.C.D. STD. DWG., 2-D189, A = 65.40, B = 3311, 1421.03 4-5 SECTIONS 81 DETAILS C - 2.61', ELEV. "R" = 1421.08', ELEV. "S" _ ' 18 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT (EAST 3 WORKING DAYS PRIOR TO THE START OF ANY •' d. STABILIZE THE BASEMENT ' SOIL WITH SUITABLE ADDITIVES, OR CONSTRUCTION FOR CONSTRUCTION STAKING. e. PROVIDE AN ALTERNATIVE METHOD SUITABLE TO THE CITY ENGINEER. 20. CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 211, 6 TRAFFIC SIGNAL MODIFICATION V = 4.52'. OF 21" R.C.P. F 0 L CONSTRUCT 31. . . , D = 1500. 19 TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR iN ACCORDANCE WITH THE STANDARDS OF THE STATE OF � 37 ASPHALTIC PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE ASPHALT EMULSION (0.1 GALLON PER SQUARE YARD) AFTER STREET 21. 7 DETOUR PLAN CALIFORNIA BUSINESS TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND PAVEMENT HAS BEEN CLEANED. 22. CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 21', MAINTENANCE WORK," 1985 EDITION, AND THE SPECIAL PROVISIONS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND V = 6.581. MAINTAINED TO THE SATISFACTION Of THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF 38 THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE SAME THE ENGINEER. PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 23. CONSTRUCT 48 L.F. OF 30" R.C.P., D = 1000. 24. CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. 502, W = 41, PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING 20 PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY 39 CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE, (GENERAL ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF V = 6.851. 25. CONSTRUCT 40.0 L.F. OF 30" R.C.P., D = 1250. A. CUCAMONGA COUNTY WATER DISTRICT ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET. SEQ.) AND RULES AND o 26. CONSTRUCT J.S. N0. 1 PER L.A.C.F.C.D. STD. DWG. 2-D189, A = 45. B = 54", C = 5.501, 9641 SAN BERNARDINO ROAD WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TiME THIS CONTRACT IS AWARDED. ELEV. "R" = 1421.88', ELEV. 'IS"- 1421.851. RANCHO CUCAMONGA , C A 91730 (714) 987-2591 DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED CiViL ENGINEER. 40 WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAiD SUPPORTS SHALL BE IN ACCORDANCE WITH STANDARD 27. CONSTRUCT CATCH BASiN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504, W = 141, V = 3.22'. B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 21 EXISTING UTILITIES SHALL BE MAINTAINED iN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR DRAWING 2-D173.1,2,3, UNLESS OTHERWISE INDICATED. MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION (818) 969-7911 SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FiRE HYDRANTS, ETC. SHOWN OR NOT SHOWN 28. CONSTRUCT 22.5 L.F. OF 18" R.C.P., D = 1250. = ON THESE PLANS WiTHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREA'S WHERE IMPROVEMENT WORK 1S TO BE DONE SHALL BE 41 All RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE 29. CONSTRUCT J.S. NO. 1 PER L.A.C.F.C.D. STD. DWG. 2-D189, A = 450, B = 18", C 2.971, REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. ELEV. "R" = 1424.38, ELEV. "S" = 1423.86. C. METROPOLITAN WATER DISTRICT 30. CONSTRUCT PIPE CLOSURE PER DETAIL ON SHT. 5. PO. B 0 X 5 415 3 (714)59 3-7474 31. REMOVE EXISTING P.C.C. CROSS GUTTER AND SPANDRELS. LOS ANGELES, CA 90054 EXT. 6461 42 ON THOSE CONNECTOR PIPES WHERE CHANGE iN GRADE IS NOT INDICATED, IT iS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID 22 PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ( 32. CONSTRUCT P.C.C. CURB AND GUTTER PER CITY Of RANCHO CUCAMONGA STD. DWG. 303.ON A STRAIGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAiN WITHOUT INTERFERENCE WITH UTILITIES. LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE DR PROTECTION TO THESE LINES. PRIOR TO STARTING 33. REMOVE EXISTING A.C. PAVEMENT. NOTE: UNDERGROUND SERVICE ALERT CONTACTS (1-800)422- 4133 CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. 34. CONSTRUCT 5" A.C. PAVEMENT OVER 4" CLASS lI AGG. BASE. GENERAL TELEPHONE 43 THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE EXACT,LOCATION AND DEPTH OF UTILiT1ES. AFTER THE 35. ADJUST EXISTING M.H. COVER TO GRADE. SO. CALIFORNIA E DIS 0 N EXACT LOCATION OF A UTILITY HAS BEEN DETERMINED, THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS 23 PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SiTE, THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF 36. CONSTRUCT SIDEWALK AND RAMP PER CiTY OF RANCHO CUCAMONGA STD. DWG. 310. SO. CALIFORNIA GAS COMPANY TO CLEAR THE UTILITY. CABLE COMPANIES COMPLIANCE FROM THE MANUFACTURER THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 37. CONSTRUCT 4" P.C.C. PAVEMENT. 44 WHERE CONNECTOR PiPE HAS A GRADE CHANGE EXCEEDING 5045' OR DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE, THE USE 38. REMOVE INTERFERING PORTION OF EXISTING P.C.C. WALK. 24 THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, OF A CONCRETE COLLAR AS PER STANDARD DRAWING 2-D393 SMALL BE INCORPORATED. 39. REMOVE EXISTING A.C. BERM. Q 6 ADDITIONAL W0RDING ADDED TO NOTE 46 3/1/89 1^o, ALL CONSTRUCTION MUST PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN GRADE MUST BE PROPOSED BY THE 40. ADJUST EXISTING W.V. AND COVER TO GRADE. CONTRACTOR AND APPROVED BY THE ENGINEER PRiOR TO CONSTRUCTION. 41. REMOVE EXISTING CURB AND GUTTER. DESCRIPTION OF REVISION DATE CITY 45. CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN CALTRANS PERMIT RIDERS AT THEIR OWN APPROVED. EXPENSE. 42. SAW-CUT AND MATCH EXIST. A.C. PAVEMENT. 25 STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE CONDUIT, OR ON A LiNE NORMAL TO THE 43. EXISTING 27" R.C.P. TO REMAIN. CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. 45 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRiOR TO DOING ANY WORK WiTHIN THE STATE HIGHWAY RIGHT Of WAY. 44. CONSTRUCT 6' CHAiN LINK FENCE PER CALTRANS STD. DWG. F-10. CITY 0 F' RANCHO C U CA M 0 N�A .,,i,.-.,ya` f .; >" 45. COLD MiLL A.C. PAVEMENT 1" TO O" IN 10'. t" e •. ' n 46. CONSTRUCT 1" A.C. PAVEMENT OVERLAY. «e- 26 STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT THE FACE OF THE CONDUIT, UNLESS OTHERWISE SHOWN. • 46 ALL WORK WiTHIN THE STATE HIGHWAY RIGHT OF WAY SHALL BE TO STATE STANDARDS EXCEPT AS NOTED ON THE PLANS. TITLE SHEET 47. CONSTRUCT J.S. "B" PER CITY OF UPLAND STD. DWG. 509 AS MODIFIED PER DETAIL SHEET 2. .� 27 ALL P.C.C. REMOVALS SHALL BE SAWCUT. 48. SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT. 47 STRUCTURAL SECTION INDICATED FOR THE HiGHWAY IS ONLY FOR ESTIMATING PURPOSES. ACTUAL SECTION TO BE DETERMINED AFTER 49. REMOVE EXISTING MEDIAN AND CURBS AS SHOWN ON PLAN. 28 ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS PIPES OR SIMILAR STRUCTURES SHALLCONSTRUCT ERM TYPE D1 6 PER A.P.W.A. STD. PLAN 104 0. . 5D. A.C..C. HAVEN AVENUE AND BE ABANDONED BY THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITH SECTION 306-5 OF THE STANDARD 51. RELOCATE EXISTING LIGHT STANDARD. N NINETEENTH SPECIFICATIONS. � ETEEN H 52. REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION. T ST E E STREET ROUTE 30) 53. INSTALL "NO PARKING AT ANY TIME" SIGNS (R-26) & PAINT THE CURB 'RED 29 TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN TO CENTERLINE OF CATCH BASiN, UNLESS OTHERWISE ON BOTH SIDES AS DIRECTED BY CALTRANS SHOWN. DESCRIPTION OF REVISION DATE CITY APPROVED BY: DATE: APPROVE ARCADIA (818)447-4494 CITY ENGINEER RC.E N0.22397 PER CALTRANS COMMENTS t SANTA ANA (714) 979- 1761 30 LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WiTH CATCH BASINS, AS SHOWN ON THE DRAWINGS, ARE SCHEMATIC. iT IS ASL n S U I `I Engineers _INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE CONNECTION 0 JUNCTION STRUCTURE „B" MODIFIED a 1/31/8 �� PALM SPRINGS �C19, 320 4220 DESIGN RECOMMENDED IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE 1 MAN HOLE ADDED. v - RANCH%, CUCAMt RGA(714)989-E983 W B j/�M FIELD BY THE ENGINEER TO MEET FIELD CONDITIONS. CAMARILLU (805)388-2344 jrf � CHANGED FROM CITY STD. DWG. TO ,C� -- _ R E 28573 DRAWN SHEET � LAST SENTENCE ADDED TO NOTE ®4 3/1/89 02 1/31/89 [/A,h. ROBERT H. REINEN I 8 5 STATE STD. DWG. J.L. of NOTE 51 CHANGED FROM RELOCATE nES13NED BY SCALE r _E Pi �4 2/1/89 14. W.O3 LAST SENTENCE ADDED TO NOTE 42 1/31/89 ljt/try W B CHECKED BY N.O. CHECKED DRAWING NO. TO REMOVE AND SALVAGE. _ DRAWN BY J. L. DATE MARCH 1988 NONE 1528. 1 N.O. DATE FILE NO 1272 CURB RETURN 54.8/L.F. 50. 4 Z.f a � �p� �9 o bt; I o o� m►;tj ° . N o Ct. ill .°� ,� m , 6X/5T. 7'OP OF IVORTN U B EY16 TOP m Qe _ __ -1432 1432 - OFNO,PT�/ �Q m°0 A)° yb� � � a � a � o.os°l - - -' CUPB o; -PROP. TOP OF - -� 1430 - --- ___�_� _� �. 50' fle, 50,1/c. v 1430 - 0.30 w V.C. P-/.=/428.78 W O cj baN �� �h O % o� y, fn z ro v4i off ` `90 � '%' �� q d� Q Q� cN a� Q�Q 0 N� 1432 - EX/ST sUPFAcE a V Its Q �� ti r.td/o --1432 -- ti EXIST. `IIRFAtE 47- e 1430 �o -1430 -- PROP. F/N/5NE0 .SURFACE t t EXIST. TOP fi }` -- 1432 1432 - of sours t430 �� -1430 14 30 vEX/5T W OF-50117// CURB - -, .9d vtiaa PROP TOP CJF CURJ I PROP. TOP Of � f twee ,e�rdeN CURB I SCALE: t VERT. 1" = 4' _ - HOR IZ I" 40' 2 3 4 s 7 s Ki CONSTRUCTION NOTES o� c� I CURVE DATA M N. f I 30 � 1 I s/A�P/E5' � I 3I REMOVE EXISTING P.C.C. CROSS GUTTER AND SPANDRELS. 1 89° 43' �3" 35.00' S4. 8I' 34. a3 ' I I I� I I STA. /r° 922 ° �� 1 I ENO OF R&W vAL5 30 30 02 2 90 16 47 32.00 50. 42 32. 16 Os o I 12 l ® CONSTRUCT P.C.0 CURB AND GUTTER PER STATE STANDARD A2-8. o I I o �� I Q'S Q II a SEE STATE STANDARD DRAWING N8 -A . 3 89° 43 07 32.00 50. 11 31 . 84 / Y I 4 90016' 53" 35.00' 5 5. 15 35. 17 ' I ! r W 1 i o J PER PLAN ESP 0/N EX/ST. E.6 3 REMOVE EXISTING A.C. PAVEMENT. M / r�l > ; I I �� vh I �� v 4 AGG B'4SE o CAH i ® ©05 �� �� - / ! 1 � W � I o� o V.; � - 4 CONSTRUCT 5 A.C. PAVEMENT OVER 4 CLASS a AGG. BASE. o ! uv , ALL COMPACTION AND STRUCTURAL SECTIONS SHALL CONFORM TO STATE REQUIREMENTS. p� y II �+ I h� gh W� �� 1 = 40 EX/5T ClI�PB GUTTED? �` l� _ J I I I srA. eo W ®5 ADJUST EXISTING M.H. COVER TO GRADE. }3e �� aoo� EMo cs l h o ao op � Q �e' � h j � Q Q �� R �M T. 1. = 9.0 - . @Z12CONSTRUCT SIDEWALK PER CITY STD. DWG. 310 & WHEELCHAIR 19TH 9 s- '""� h I �`� (5o �� �� STREET 5T/l Tf43.D4 TYPICAL SECTION R VALUE 75 I -< IO/ t I 1 ` /43 . F (1431.50 TCJ 19TH STREET EAST RAMP PER STATE STD. DWG. N8 - B. I � " � I � M ( D 79 S !1430.83 FL. u ) N.T.S. ©7 CONSTRUCT 4 P.C.C. PAVEMENT. - -- __r - --- - . _--- a - - - -7 2 -- - - - - - - - - - ------ - -- - �, 36 Q s i 8 REMOVE INTERFERING PORTION OF EXISTING P.C.C. WALK. - _ - - - - -� - -��„w - - -_ - � : zc. `- 40 C Fc I srA./0,00•vcs 9 REMOVE EXISTING A.C. BERM. 5' 5TA.5+OOlvfE �' 1 4 42 41 © 2 3 42 g �I �\ 5 e"s. - - i ' g 3Zz, 7 0 8 9 5 9'54 " ! "W 10 0 ADJUST EXISTING W.V. AND COVER TO GRADE. �-@ 41 REMOVE EXISTING CURB AND GUTTER a 33 3 435 0 -- 31 .I ~ 32 1! i ��JO/NEX/S7'E.G. Q �� O N R TT R 2 .!9TC. 41 41 4 �1 _ _ - - - 4 G. G lJ 36 �3 SAW - CUT AND MATCH EXIST. A.C. PAVEMENT. PAVEMENT JOINTS - - a - � 41 I a !/426.39 fS.) 5r4 6 f 04.58 B.C.R o '� 5 SHALL MATCH LANE LINES AS DIRECTED BY STATE REPRESENTATIVE. _ - ( r -�� CHANGED FROM CITY STD. DWG. TO ® 7 r !/429.56 TC ^ �2 STATE STD. DWG. 1/31/89 1144 COLD MILL A.C. PAVEMENT 0. 1 (HEADERCUT TO JOIN ). 9 I I !142889 FL.) Q „ , I 7 STA. 9+36.00 E.C.�P Q MM Q3 LAST SENTENCE ADDED TO NOTE 4© (/31/89 ®6 6 CONSTRUCT I A.C. PAVEMENT OVERLAY OVER WORK AREA SO TPRE �' 3 I v I ti I I <�426.36 r.c.) V CITY PAVEMENT JOINTS MATCH LAND LINES AS DIRECTED B STATE E SENTIVES. �„ I g I I (/425.69 F.C.) ` DESCRIPTION OF REVISION DATE h V v :s APPROVED @64 REMOVE AND SALVAGE EXISTING LIGHT STANDARD. R R p� i ��l I I� I I STA. 9+35.99 E.C.P. ® INSTALL "NO PARKING AT ANY TIMESIGNS ( R-26) 8, ti j �h t� ( I = i Y/`'`Z6 TCS CITY OF RANCHO CUCAMONGA O h W t. I I N I !/425 8 �'L.) PAINT CURBS RED ON BOTH SIDES AS DIRECTED BY CALTRANS. h m I �� W ail i I� I STREET IMPROVEMENTS I ' Qj ? �� ? I I z i HAVEN AVENUE AND W o° � I �I I NOTE NINETEENTH STREET ( ROUTE 30 ) NOTE: SEE SHEET 2 FOR STORM DRAIN AND CATCH BASIN LOCATIONS . I ceQ 7Z II I ALL EXISTING UTILITIES ARE TO BE PROTECTED - IN PLACE UNLESS NOTED OTHERWISE HEREON APPROVED BY: DATE: CITY ENGINEER RCE. NO. 22397 � 1'°" � ASL � nsul in En ineers DESIGN �y RECOMMENDED 4L6 ADDITIONAL WORDING ADDED TO NOTE ®6 3/1 /89 Awl, I" 4 �` _'; - W.B. h(*Ai 4� N0. 2$573 �I R E 28573_ _ DRAWN SHEET Z15 LAST SENTENCE ADDED TO NOTE ©4 3/1/89 A,*Af is\ D 3�' 9n - ROBERT H. REINEN J.L. 3 8 \C'lV11. t�. OF NOTE 51 CHANGED FROM RELOCATE ,QIfQfCA������ DESIGNED BY W.B. CHECKEnBY N.O. -- SALE FILE NO. CHECKED DRAWING N0. A4 2/I/89 ,yjy,y _--_/ - I " = 40' 1528. I N.O. R.C.E. NO 127 2 TO REMOVE AND SALVAGE. DRAWN BY-/ J.L. DATE MARCHL988___ DATE FILE NO Q loo - 59. 8 c,f. s. Qloo = 26. 0 c . f. s. QIoo= 13. 0 c.f.s. 1434Z4 r.C. /¢33.24FL. -1430.27 r.C. 1431. 27 FL. - -- �J. EX/ST SU�PF,4CE �_J� -- -J CJs 0' !�- 1430- lIBOI/E OFP/PE L_J s -1430 ¢-6 /429.49 - /429.80 F.L. �-- IIg9 14e,,5-6-o Fc. 31 L.F. 24 R. C.P. 5,0• D = 1250 5=0. 0040 1420- /42/53 �'�. ESE!! '�P"��> - - 1420 124.06 L. .Fn E�.3S"3R.C. PAE ,5P30 .PF CL. . F 24" R. C. P. /42 08 D= 1000 D 1250 LATERAL , A„ HORIZ. 1" = 10' VERT. I"= 4 ' Q =33 . 8 CIS. QlocF30. 8 c.f.s. Q,06= 17. 5 cls. /43/ /6 re /4 3/ 36 re. /430 88 rC. /4 36 FC. 1429.86 FL. rF 1430 - 1G -- 1430J /429.4Z x/4078/22✓ s /0�00 5=0 005i S,o.Io 6o 06?5 5=O A048 5,0• /424.37 F.L. lee 458 F.L. _. 550.0040 142170 F.L. 423. 95fL. Ex yr 1420 - /42/53 FL. EL EI! "w 6f) 31 L.F 24" R.C.P. - 1420 D = 100 /�2/ 5¢ F�• 30.96 L.F. 30" R.C.P. 44 L.F. 3d' R.C.P. 24 ' Rc.P D = 1000 D = 1000 LATERAL "B" HORIZ. I" = 10 VERT. I" = 4' Qloo 36 c.f.s. Q loo= 6 c.f.s. QI0o= 19 c.f.s. Q100=47cfs. EX/5T. SU�PFACE /429. /8 T.C. ' ABODE P/PE ' /43/.46 rC. /428. 18FL. , EX/Sr. 6UYPF9CE 1 /427. 70 r.C. ABOVE P/PE 1430 - 12V30 1430 - _ -1430 /430. 46 F.L. EX/ST. 6URFWCE P/P - E - _ /¢2G 70 F.L. #161. EX/ST. 27 1430 - - 1430 - - - -- - EI 1422.35 F.L. 6.[. I� / JOIN 11 /428.24 F. L. uw23.60I - - - - v /428./0 / CJ �' _ /422.a F.L. 1423- 29 F.L. -4.0 //423.90 FL.) /423.810 FL. MeO.97 F.L. /402 90 FL. DESCRIPTION OF REVISION DATE PITY /424 38 APPROVED. F.L. - 1420 1420 - - 1420 7F.L. ELEI! /4208ELE(! s CITY OF RANCHO CUCAMONGA vmp /423. 36 F.L. EXIST. UTILITIES TO BE RELOCATED BY OTHERS. F 27 R.C.P. SECTIONS & DETAILS 1420- � 22.5'L.F. 18" R.C.P. - 1420 17. 0 L.F. 21�� R.C.P. � � ��o� 15.5 L.- D = 1250 D = 1000 .+, �QQ� D - 1000 ® RELOCATE EXIST. WATER LINE PER SHT. 8 . NOTE HAVEN AVENUE AND Rti ALL EXISTING UTILITIES ARE T EPROTECTED T NINETEENTH STREET ( ROUTE 30) TO 0 C E IN PLACE UNLESS NOTED OTHERWISE HEREON. LATERAL "C" _STA. 9 + 51 . 64 STA. 20 +55. 96 APPROVED BY: DATE. S I in � CITY ENGINEER RC.E No. 22397 HORIZ. II�= 10 HORIZ. I = 10 HORIZ. I"= 10' ASLVERT. 1 4VERT. 1"- 4' VERT. I"= 4' DESIGN RECOMMENDED W. B. No. 2B573 I R.E. 28573 _ DRAWN SHEET ROBERT H. REI NEN J.L. 4 OF 8 DESIGNED BY W.B. CHECKED BY N•0• SCALE FILE NO. CHECKED DRAWING N0. ---- AS SHOWN 18. I R.C.E. NO DRAWN BY J. L. DATE MARCH . 1988 52 ^ N.O. DATE FILE NO 127 2 fOR EXP05ED TDP, nC 11 ¢ @ #4 BA's '_G fC///INNEL PROVIDE 04 9D /B EA. 05,014 L AP (.8 „ ' "� W<l Y(Z'LAP "C"BARS) � b 64,155J BARS ' ELEY�lT/pit/,45 ANO ADe/US T _ ,O LAIN”/5T. 5/10W�(/ /rV PSP F/LE EX/ST. 6U/xf 4lE o *4 C�/r"iF N 8" BQRs �lE7BA�P$ �a a„ �1 �'/ a SPAN 2 OPl WAW CGW5T JT. I I o #4 do/1 0.0. /F SLOPE 4 -�/ K /ES FRO" ErPT.' f7'.C.. P/`Y Y�ri/C/ , 3�'',4.C. P,4!/E�YlE�t/T •V p. 8'•. . .; HEIGHT 4 � ; ,r4@8 o.�iF31GopE � /a• r w H MAXIMUM EARTH COVERS 10 'SEE $ECT/0/V f FUR ROOF T 81/2 0 �"SARS /:/ /�Z D/!J RE/N - OCCMIEM'DETA/�5 / �/N / lS.S/EET 5] Zo WALLS T2 8 4 7 " /B sIr�GOT 3 w v INVERT T3 81/2 SEE T�4BGE BELO SPACING 9 ++�4@/eMax. G IG4RIE S G a " 6 SIZE BAR# 6u w4CD/P"O.C. A STA. W H w SIZE BAR # 6 � R•C.B. CL, 8 +00.00 7 2 w b DIMENSION"8" 3-1 8 +75.60 7 5.14 DIMENSION I -d ,dLT. CONST. -Vl/VT QI N V 9 +25.38 12 7.2 SECTION E 0 " 10+94.19 12 6.7 — ----- 2 5 w slzE ON " 6 CONST. JOINT v Qx5=0 DOWELS DIMENSION "C" 4-4 " " e" 5 SIZE BAR# 4 V k. II+45.93 7 4.91 d CONCRETE CF/LF 26. 8 ti 12+00.00 5` 2` d REINFORCEMENT lbs LF 295 111,14— 1 11• 4 *4,0/8"O.0 E,9CN D/SPECT/ON O • BARS ARE AT HALF SPACING (SPANS 10' TO 14' ONLY). C 6O „o,l BARS ARE AT HALF SPACING (SPANS 11P 5PAN Tz SECTION — -- — --- /�Q~ 10' TO 14' ONLY ). N.T.S. 2 OO)YN,577:rl0 W O PROVIDE PAVING NOTCH WHEN TOP IS CALTRANS STD. DWG. D 86-A EXPOSED AND WHEN PAVEMENT Is ec.c. TYPICAL R.C. BOX SECTION r� 2.0�� UE`'✓-TREAM AND ADJUST QUANTITIES. G�/2 O.0 _ • CLP.lr!'PI CALTRANS STD. DWG. D80 R=6• I B 120/240V 3-�� B��I 5 5 E�vsr. s7rRiACE Service 6 9"O.C.E.Ul _ Ir — METERS EXTFND Cl/ZYE�PT/NVE�PT 8rr 8n 69PRON P14CERb' 2'-0// r • r �2 120V Signals � 8120V Li htln G</,4NNEL //V EQT 120 V I. .N.9. Spare 0� L-- - -- — — J Spare 4" �� Neutral DETAIL e HEADWALL DETAIL A SIGNAL AND LIGHTING SERVICE WIRING 5 5 __ 2 5 _ DIAGRAM (SEE SHEET 6 ) C� I h PA1ECA6T CONCeETE END I 61-0c ' TD BE P617CE0 k I FL 05AI W/T//END OFP/PE 3► I PE UNITS - MARK SOCK ' FOR SIGNS FOR LUMINAIRES "t H � T " CONDUIT OUTLET BODY ti ¢ ¢iS 5 cV r—_v/SEE DUAL PE UNIT rvG/TIIO//V/IL TOP OF SIGNAL POLE BE- 4 � � 1 MOUNTING DETAIL SLIP FILTER TO MATCH LO i N I — v aC SIGN or LIGHTING SERVICE + a --- - DUAL PE UNIT TO IISNS or MOUNTING DETAIL AUTO 'OFF I i ; , (�` LUMINAIRES DETAIL I — TEST SWITCH A T , ( SEE SHEET NO.6 ) ti IL N.T.S. CONTACTOR ENCLOSURE LONGITUO/N,9L BZAAf PIPE CLOSURE DETAIL TYPE III PHOTOELECTRIC CONTROL 2 40 9 BARS 7VP t`6i0TTA f — — • w4 © 0 /O "O.c. ¢' ¢' WIRING DIAGRAM BO�t' REI�IIF. PER h LONG.BEAM CITY DET!//L TL1/S S//T. DESCRIPTION OF REVISION DATE (SEE SHEET N0.6 ) APPROVED. a 6 BARS 3�o" CITY OF RANCHO CUCAMONGA 6.33/ SECTIONS a DETAILS NOTE ALL EXISTING UTILITIES ARE TO BE PROTECTED HAVEN AVENUE AND IN PLACE UNLESS NOTED OTHERWISE HEREON . NINETEENTH STREET ( ROUTE 30) S1pN�l APPROVED BY: DATE: �Z z CITY ENGINEER RC.E. N0. 2 397 °'� " RF`�� ASL Consultin Engineers SECTION G SECTION H % �� DESIGN ��" RECOMMENDEC� N.T. S. b 5 N.T.S. 5 5 ^( 2 r No. 28573 * W B • �M * EKp 3 3t 9n ' JJ 28573 R.E. DRAWN SHEET C1 1v Q ROBERT H. REINEN L J. 5 OF 8 O jE 0 DESIGNED BY W B. CHECKEDCY N. 0• SCALE BILE NO CHECKED R.C.E. NO DRAWING NO DRAWN BY_ — J• L. DATE MARCH AS SHOWN 152$. I j 1988 N.O. DATE FILE NO 1 272 I C-21 I LSC- 13 � I • W I� - W1(LT) 4IQ N.T. F I ;. •I -Ao I � t C-13 /9 TH • • I STREET �C-21 C-I� CIS W-I(RT) til GC� TY N -^.y TT T •T, TT T 1 - Imo- �T • • - r-- -1 - • • • • - - -�Q- -- -� R-7 Q • • TYPE N K'-C-18 '4'C-I kC-21 �W-I(LT) TYPE II R-7 M-"C-13 BARRICADE CONSTRUCTION ZO � W-1(RT) NO. DESCRIPTION C-1 DETOUR AHEAD C-13 END CONSTRUCTION LEGEND C-i3 I Q 4 C-18 OAD CONSTRUCTION AHEAD �I C-20 L T LANE CLOSED AHEAD • CONE DELINEA C-21 SINGL LANE AHEAD 01 SIGN R-7 KEEP RI T G- DIRECT OF TRAVEL I I W- 1 CHANGE L Q I TY P II BARRICADE I I W-2 VEER LEFT I y--C-te TRAFFIC CONTROL DUR/NG CONSTR(JCT I lON SHALL CONFORM TO APPROPR/A TE PORT/ONS OF CALTRAN5 57-ANDA RO PI..AN5 T-11 AND T-/2. DETOUR PLAN CONSTRUCTION NOTES CONSTRUCT 5" A.C. PVMT OVER 4" CLASS II AGG. BASE. O O a� ON a of ao ® SAW- CUT AND REMOVE EXIST. A.C. PAVEMENT. 6v.. to-A00.00 Q '7 7 1/A,Q/E5 ®9 REMOVE EXIST. MEDIAN AND CURBS AS SHOWN ON PLAN. ,�/AVEN I�ENUE HAVEN L/M/T OF�t'ENJOv71 h y AVENUE Q LEVEL LINE V!/AP/ES ® CONSTRUCT A. C. BERM . TYPE DI- 6,, PER A. P.W.A. STD. rj --------- --- -- -- -- — ---- — — — -- — — -- /� 9 ¢ 50/3/ PLAN 104 -0. „ a N 49 -T— — ———— d0/�(/ NIT8 --.. - -- - - — — —— -- / IL 7 4S 34 \� �, NIr. L/M/T OF�PENlOY�4L '1C.B. �4ND A7 4r /T OF�P 48 SD/L BACKF/LL / OY,4 v SWAGE M BE PROTECTED 4 L M E M L 1�nREMOYE MED/AN /BLAND — IN PLACE. 6 Q J ovzr MENT.PAYEMENT REOLALjE- OV SECTION tD NCAL TRAN5 CORRECTION5 -�$9 �. --- \O fa- \O \ W 7 7 DESCRIPTION OF REVISION DATE CITY APPROVED Q � Qv Q � CITY OF RANCHO CUCAMONGA DETOUR PLAN TEMPORARY MEDIAN DETAIL HAVEN AVENUE AND ---_ _ _SCALE ._ _ ���-_ 20, NINETEENTH STREET ( ROUTE 30) Q R L T APPROVED BY. DATE: 1.7 6 080 31' 51" 404.50' 60. 23' 30. 17 ' Q�; �`�' 2397 �iRt N �_ � CITY ENGINEER R.C.E.CEN0. 7 240 2-9' 32" 2DESIGN 5. 0 ' 10.69' 5. 43' �`'� �\ ASL on Iting En sneers � - RECOMMENDED _/U � g• 11:f; �� � � ' "I�� � Z No 28573 � W.W. B. kh 8 156° 26 37 I.O 2 .73 4.80 41 En isi9n * R.E. 28573 DRAWN SHEET ROBERT H. REINEN K.W. 7 OF 8 \f O` CAS SCALE FILE NO CHECKED DRAWING N0. DESIGNED BY—W•B. CHECKED BY N.O. DRAWN BY K.W. MARCH 1988 NONE 1528. I .C.E. NO _ DATE _ N.O.N � DATE FILE NO 1272 _ _ -. , r , - , - - - , ! ; —M.7-0.T 1_7 � �, � :r �I —_-F_� - '� ; � ; �: ; I. I : ; I II :I : _:'__I - �. I.; �;:� �.: ;:I� :: II :. ::- ��. s�I :I. :.i :: -I�; :: ;; I ": �. r�� �: �w :I I:; I: 4I� �� ;: . : , 1 , - I i . , } V . # 1 i l < I i I I I i I I i I i i i I I I 4 1 t { i i t i 1 E i f t i- 11 1 1 k { i 3 i i 1 1 I i I i i 7(tt , i } 1 3 i 4i 3 I f p i 1 ! i f i i t f ( t 4 , 1 I j a 1 1 I i I i i i , , i 1 i f # I I i { i ! i i ; i , ! I w i { i at 1 I I I i i ! t k I S i i t i k J t 1 I- I 4 I 1- I t - - - 1 I 1 , i f , 1 i i A i 1 I r ; 3 t i I t t s f I z 4r{ � 1 I I I I I 1 3 { { j 1 Z ? I E 1 ! k i 4 1 1 i I 1 i f 1 1 , . 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I ; } ; I f I ii I I 1 i I i i I t i i � 4 1 I , f i i` T / I 1 r i / i 1 v i 4 f CJ V 4 , � �C.M i I jw'�_l , _ i i i1 - i f t31t e - #I ; 1j1 / 4 i I` i 4 r I I . s l l r -q i 'r ; r ! I /1 Al L. W. i e i i t I I /- a 1 r i W i I i / AlI' f ? 1 , # 1 k ; i 1 4 ; , i I I IF 11 I i _ r i 1 1 _ ; I f 1 1 i t -. .. - _ - _ - ; V 1. F 1 i- i i k. + 1 � , 1 • { i 1 f - -,_ t / 1 t 1 t i I i s I i i , t t a i SC A E. I �. :1 9 - ! 1 I i f I 1 1 i 1 I 11 , 1 l E I i 11 { } y t ;- , i i i + , + 'T 4 V� T I 1 1 1 I E - I f 1 R / 1 1 i 1 1 i 1 t 1 f; E r t 1 e i T R 1 H� Z .� 0 I { , ' I b , i t a 1 i _ . _ ; L - -- - , : , A _ . � 4 5 6 7 8 YTn Q CATER $ $ E 8 TU 1. M SHALL C ANP R�EpilREMENTS OF;THE CUCAMONGAFCOUNTY MATfRPDtSTRICT;ONS 2• ALL MATER MAINS SHALL 6E INSTALLED WITH fQ" MINIMUM COYER. 3. THE MiNIMUM AND MAXtMUt! STATIC WATER PRESSURE WITHIN THtS SYSTEM is �_. P.S.I. 99 P.S.I., RESPECTIVELY, 3 4. FiRE HYDRANT LOCATIONS $MALL CONFORM TO STANDARD DRAWINGS OF THE f00THIlL FIRE QISTRICI STANO4•`t45 AND SPECIFIC ATtONS. ABANDON EXIST/NG CUT AND PLATE EA10 /6" WA TERL INE s. MATER corlrRActo� SHALL ADJUST GATE YALYC cQvERs TO &FAE� \ t 2 ' 10i �T;' �_ �EX/ST. /6' C.M.L.& W. AFTER coPL£ttoN of FAYtk�.vi R I Ilu W --- 1 ---� 6. 16' WATERTLINESNSMALLACtE 1Q CAIaESTfECNTIORTA'' 1NEI► 44. � I I a I � I AND NR . . , . ION 0203-85,11 1 PO/NT OF CONNECT/ON 0205-85, f o , �m } I VI ( Z SCALE: I = 40 FABRICATE /Al FIELD Q W �' IT It >;I W N v l^ W �i �I� /6 C.M.L. 6 W. �. SAND t€DDtNc AND sAND sAtK�Iu !N ►tFE ZONE IS R4fUrREI 'J 4 � I - ' > 4, NLISS NATIVE MATERIAL IS SUITABLE AS DETEII�Tt�I! !Y THE j% Ill 0 V Q �1 R VISTRiCT. t SII II —I �� it I SII XI I Q 1 1 i. oNTRACTOR IS REPONEIlLE FOR SECURING FROM�TH P '�iiMt. rtl rrs 1. ��I i1I R DETAIL A `OUNTY MATER D1STRtCT C(3FIES G TttE STANDARD � EC 1 �� IQ 1 Ill I I Q N.TS fOR CORRECT INSTALLATION OE THE tiiOY[SEI MATER SYSTEI#, Il 1 � xI I �\ lk! 1i1,' I I I/ 9. NATER METER SIZES TO RE ,NA (I�<) _ 1. ) �--a -- i -�-—— —4"6— — -- — 1--� #. --_----— Ill 0;< —, \ 4 "I :- f — 1Q, IRESSURE REGULATING VALV£s RFRG'TRID FOR EACH lOf M}'£RE TMG _ ._.- __ r LX G _ 1 ___ --._— ----- MATER SYSTEM FRESSURE EJ[CEID $G F.S.I. {SEE NUTS E ). . - _ ,_ ----__ —. . —. _._ 1C _ P 11 9 � ! Q RI R PC4`!r S*' > I'• al ( 11 N 0 11. SEPARATION SE.TkEEN NATER WkIMS ANT} SANITARY" SEWER i IN.'S 0 1 i 1 \ •II 1 \ .._�� 11 I 5 a 0 SHALL CONORI° TO THE STATI OR CAfIFLTRItA INYtIt #? NTfit o i �t � \ � , ,, ,,,EX*I—a _vc.P&l _�_l� _ EALTH CQ.t. TITLE 22T s_trlo 6163 Ca OD _'W�l � I t 'S M � .__ � \ l:'!, { ( 1 12. PRIOR 10 THE ACTIVATION Oi ANY NE' LY CONSTRUCTEt`< i'tTER I. �. _ �, \\ i ,i'Ili I I � Q TESTING AND STERT4IZATION :CALL 8L' FERf�s��1=G TG CCt�YiY WITH - Q it NI \ i iI ( F— THE FRUVtS10NS IN SECTION I OF CVCAtti~ $ (C,VNTt WkTER N4 DISTaIC1 STANDARD SPECIFICATIONS, , _ - -- - I III _ ___ I _I� I6 -- - - _ N r _.< _...... 1. ij. ANY CC;�TRACTOIs PERFORMING WORK ON ANY Px _T:.%7 S�'AE t. i I } �,.I 4�,C��� FINifLi;IREIE HIMSELF WITH THE SITE A='Li S*�A ! 8€ S •.F_ �E.'. fes__ iI , _._,_ RESP0N,,IkLE FOR ANY DAMAGE TO EXIS11N. FAI ITIE4 PtS' LTING '11 I th STREET ____. NINETEEN-MlT ' _____w_ li� I [� DIRECTLY OP INFDIRECTLY iRJ HiS OPERAJIONS, WHETr•£s, Cc: kCiT I V�� I SUCH FACILITIES ARE ShGHt+ ON THE Si P: 1 : I II I .�'I 14. A PEII IT MILL BE REOVIRED FROkI THE CITY GI RANC=HO CUCAM- GA ROAD CgPARIKERT PRIOR TO ANY CCk-STkzXAI ON kITHIN STkFCI - N -- I � CONSTRUCTION NOTES AND QUANTITIES RIGHT OF MAY. I II o CUT AND PLATE END ABANDON EX/ST/NG e' &— INSTALL. /(o" C.M.L. *W. PER STD. N0, 30 209 L.F. lS. DRAwINCTO: sHALI RETURN A 4ESIS> AND cLEA+� l o • s-B,ILT" ! bS' i � � � DRA�II€GS tt� Tip€ CUc ���A COUNTY tN,4TER dlv��rcl /6" WATERL//VE - ----. ---------- K // W ,� EXiST. /6 C.ML. A W.�— -- ___ jGf3'.__-____-T_ I ] � 2 —INSTALL I6 GATE VALVE W14 BY-PASS I EA. 16. AMY CHA*GfS Tt€ WATER LINT DEFTi O? C=, Fk CU £t> IIG 73' Q h PER STD. NO. 5 ONETRUCT IOh SHALL DE REPORTED TO Ttf fL' �,) CG;s TY MATER 11 - --- , , TISTFICT• E__--- - _.—_____�l T � .I t { � l6 M-L. tW SEE DETA/L A + B Z EA. : / C 5___ ��. ____..____-� � .Q (�)—TIE TO EX ST � � j POINT OF CONNECT/DIV- f - .— __._ � - 1 _ �1 ~ FABRICATE /N FIELD _— x. 16" C.M.L. W. 4�— ABAAID6VII EX/ST. /6 C.M. IN PLACE L.S. 17` �TNi k io ES c sN i TOEsig c�£`t r llc is GISTFtCT fi (?) �---TACK WELD ALL JD/NT$ 80/ FROM 18. APPROVAL of THIS PLAN aY THE tv. �. torYAT DISTIIt DOES NOT CONSTIIUY"€ A REPRESENTATION OF THT ACCV0 ACY OR THE / T PER STD. NO. 9 EXISTENCE OA ANY UI$IrERGVOVND FACILITY. ANGLE P4 N S DETAIL V NTS * 16" GATE VALVE TO BE INSTALLED PRIOR TO ANY OTHER WORK BEING DONE _ _ __ _ ..- ,,, _ DESIGNED BY DRAWN BY CHECKED BY Fz8f IA�'`iNC hoc. ��' � : Ed NCH MARK PLANS PF:FPAREU UNDER SUPERVISION OF DATE APPROVED ciTE � f'i l7' 1 --- D �" BRASS DISK IN CONC. HEADWAI l aY ?7QVIC Cir ` —_____ — M.F. C.F. J.C. �' UAMONGACOUNTY :. ,_ 1 `11 ` . _"_ _._____----------,--- . __- STAMPED CITY OF RANCHO COCA- ____ _- __ -------. MONGT? E:Nl, 10017 1981 Al SOUTH- ENGINE G SUPE RVI - __—. ____ WEST CORNER OF 19th ST REE T - CUCA ONGA COUNTY WAT _ DISTRICT SCALE WORK ORDER No. 16" WATERL INE RELC CAT ION # 1272 AND HAVEN AVENUE , Al EASTERLY _""._ __.______-_.--______l_._________' ENGINEERING DEPARTMENT NINETEENTH STREETAl HAVEN i cOwER£O WATER MAIN ANO MOVEO EAST T/E-/N PT G END OF WALL 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 AS SHOWN 3998 SILT• 8 OF 8 ,$ _._ __. ELF V. 1-126.145 _ ;. >3 ..._ _ �. ;,-- R RI V. DESCRIPTION DATE 'F•IEI DATE -- _ . - - R.C.E. ___, __.__..___ (714) 987-2591 _ -- --- _ . _ _r.,