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Home My WebLink About1488-D .................... ........ pown'E M" v1c1,N:1i TY NAP CST" .......... .A*Tld lam LAND AVIE ........... Ile ............................................ FWrW ILL TE 0 S CONST' �RUCTION NOT-'E 4r" I TEM DIESCRIPT1,10N OUANTITY CONSTRUCT Elm RCP (D LOAD PER PLAN) 720 LF% C014STRUCT 24m RCP (D LOAD PER PLAN) 2.848 Lifo C014STRUCT 30"' RCP (D LOAD . PER PLAN) 340 LF. f A 7 4 C014STRUCT 36m RCP (D LOAD PER PLAN) 580 LOF. 4 5 C014STRUCT 42m RCP (D LOAD PER PLAN) 975 SHT13A BOX CULVERT 50� cf� OUTLET STRUCTURE CHANNEL (6 //M C014STRUCT MANHOLE 1. r :;o SHT. 14 SPI ETE 7_5 1313 AND 13,C _5UPEX5rz7DE 20 E.Aa SHT, 13 A, PER STC�.ODWG.,318 T 514EEFT 13 P6,�, 41 C11 cov",V,_f�l 1�f M04 f/ AA7 P�ro5gl_ 7 C014STRUCT MANHOLE 2 3 EaA. 6M 17 PEWSTD. DWG. 319- .4, 8 C014STRUCT CURE3 OPENING CATCH SASIN 26 E,Aa, PER S T D DWG,- 300, ,1. V8W AS N07ED ON PLAN H-4 WAY 9 CONSTRUCT MANHOLE 4 �7 EvAa PER STD, DWG. ,'321 0 Kx TRAPEZOIDAL CONCRETE PER SBC1rCD S.P. 2650 LvFs 192 E PER DETAIL " D SEE SHEET 17 S 18 < 0 31 6" HIGH CHAIN LINK FENCE PER SBCFCD S,P. 151. B 5.400 LeF. SEE SHEET 20 v It: < EXISTING NATURAL IDV CHAIN LINK GATE PEI S8CFCD S.P. 15113 1. DRAINAGE COURSE 32 E@Aa SEIE JSHEE7200 W D z A.C. OVER 4" A,13. PER DETAIL D SEE SHEET 17 :209583 SeF, LLJ 34 C014STRUCT CHANNEL INLET PER DETAIL Fs so F@ 21 E.A. SEE SHEET 171, LINE III _1z CONSTRUCT 6" x 12" SINGLE BOX CULVERT PER, 139 LeFe CHANNEL H < SPECIAL NOTE, 35 3: CALTRANS STID. D 80, SEE SHEET 19. ALL OFF SITE 0 PERMITS/APPR0 4 Ld VALS INCLUDING SANBERNARDI� 10 2 EeAe FLOOD C�OINTROL DISTRICT 8 SO: 3 CONSTRUCT 13OX CULVERT WARPED WINGWALLS UTHERN CALIFORNIA EDISON PER CALTRANS STD. 86-A SEE DETAIL SHEET. 21 COMPANY SHALL DE OBTAINED PRIOR 'TO ISSUANCE OF :D LINE "E" La ENCROACHMENT PERMITS. M F- CONSTRUCT 4" DEEP 1/4 TON RIP—RAP PR071"E''C'TION 150 CFO z Ld 37 Akk z Q) PEDESTRIAN LIJ LO < 049 : DEP'MO OYIST[144 IAJLL=T TO, NEAWEST z EA < cn JOINT. L00,51rPtu-CT T12A?' CJAAN?4EL Mg mETAIL w>07 1119-1. BRIDGE SHT. 8 SHTe 7 lt� $9 COASTPtUCT SK&S 0 W A LU PC-t2 0 E T-A t L S 44T. I(v -------------------- .................. BENCHMARK CONSTRUCT PEDESTRIAN BRIDGE UNCOVERED SHT 5 MODEL 8'x2,8'! SPAN PER DETAIL "R" SEE SHT, 17 8 17B. F A 41 BY 81 DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE 41 CONSTRUCT REMOVAKE FENCE PAN�NELS PER DEL NORTE PLACrc'___ CORNER OF HIGHLAND AVE. AND ETIWANDA AVEM , 66 DETAIL- SHEET :20, FEET NORTH OF THE C/L OF HIGHLAND AND 24a EAST 4% P-ELOCATS FENCE C�Woc,41`ff 10 &-- LINE @@Do@ LINE A OF THE C/L OF ETIWANDA ...................... EV AT I ON 1432 612 10 CONSTRUCT 45" RvC?p (D LOAD PLAN) INTER M DETENTION 932 LF* NDE 13ASIN LOCATION 41 11 CONSTRUCT JUNCTION STRUCTURE "2"'PER -5 TD. DkIrl. 331 2 EvAo, CONSTRUCT CATCH BASIN PER STD, DWG,, 301 SC,RIPTION SHEET # 5 E*Ao MID Saffim a S OF BEARINGS $ 46', TITLE SHEET 13 CONSTRUCT 7' (MIN.) WIDE BASIN PER STD. DWG. 300 BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 20V 2 EaAO NOTES T. I N. a, R-6 W. u, S.B.M. AS BEING "S 89- 241 10" Em CONSTRUCT DRJVE�, APPROACH PER CITY OF RANCHO CUCAMONGA 2 AS SHOWN ON R.S. 38/42-440 , 15 sirD,'DWG,10 I_A "W" AS, SPECIFIED PER PLAK 2 EaAf :ON—SITE STORM ,,DRAIN 3-10 CONSTRUCT CONCRETE SEEPAGE COLLAR PER Bois$ %TORM DRAIN 16 DETAIL _'E SHEET 17. OFF SITE F 11-12 0Kfj 0 z 5 E.A. Y I wv CHANNEL IMPROVMENTS -7 17' CONSTRUCT 36" CMP' 12@0 GAUGE .......... L4 "29 7` 5E: 9 DETAIL SHEETS 17-21 DUSTS ca PLArl 4:w bw old 5 V4 fordT I(f %2 C 4 ISC S CONSTRUCT CMP RISER OUTLET PER DETAIL T "Hr, SEE SHEET 221 E.A. 22-24 /v INTERIM ON—SPmE DETENTION BASIN '313 P� D 3C w4f,(,,q A D D�c--'D N E W -PL A N 50elv� I N I kt,� 1 116 k T CONTRACTOR TO VERIFY WITH OWNER TENTATIVE TRACT 501>69SIEPE ?1LAN S46E 1134 Nnqu far CONSTRUCT CONCRETE SPIILLWAY PER DETAIL cl- SEE SHEET 22 Eal PRIOR TO CONSTRUCTION, 13527 I At 11PY 7A AOV517 239/4 05 42tFrIVLv? (7 2 INSTALL 2" DEEP 1/4 TON ROCK RIP RAP oF MIR ......MON�5 Coya 5 PIROTEC71ON 21 CITY ",I, DESCRIPTION OF REVISION DATE �qx APPROVAL 21 f MENNEN= CONSTRUCT METAL HAND RAIL PER APWA STD, 606-0 SEE SHEET I a v 79 "iio Eo �"i M 80 L.F. ig 3 4%, E S, iD� A 22 CITY OF RANCHO CUCAMONG CONSTRUCT FLOOD/SCREEN WALL, PER DETAIL X 3,133-1 1 EXP,,, SHEET 18, pr OA� 800 LaFs 'j � 23 CONSTRUCT SLUMP BLOCK SCREEN WALL STORM DRAI-N IMPROVEMENTS w,,0`�` PER DETAIL SHEET 19, 1900 LeFe Ex.01-IL-L TITLE �S H E E's"T CONSTRUCT ' LUMP BLOCK PILASTER PER DETAIL 24 SHT. 19 (AT LOT LINE TYPICAL) 3�O EAV 24TH STREET %V y'? -ACT NOo 1, 4139 Vk i� 01 c CONSTRUCT TRANS1710 579A PER 57D. DNG, 336 EA c POO 12CF-Ift Locok AMD $11414 PiRE KFT Aicceclg EX. ETIWANDA APPROVED BY Do 01 PA00c% PEIZ PLCFPD WSPECTOW. CITY ENGINEER R.C.E. NO AVE. , 2149,53 11 OTEIV Ell INSTbLL \Ib,12D D"19 e>T%31$ PEf,2- 01STAiL SU7 IS "'I"HE INTERIM DETENTION BASIN WILL ONLY A DEVELOPMEN'T BY DESIGN Byll RECOPtENMD NOTE: BE CONSTRUCTED IF APPROVAL OF THE 24 BeDe THE -CIVIL nR fly KEITH STREET DETENTION FACILITY, IN THE ETIWANDA AHMANSON DEVFLOPMENTS INCS; QUANTMES SHOINN ARE FOR PERMIT PURPOSES ONLY. CONTRA! R SHALI Tom= Wila SH BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL 9110 A SPREADING GROUNDS, HAS NOT YET 13EEN GIVEN J 370 S VALLEY VISTA DR., SUITE 100 COMPAN I ES n 11.0 1 T COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF WHEN1 ONwSITE STORM DRAIN IS BU[Lpr,CONTRACTOR /7� BC, "a TMINT SMA M& Mo amm-alft /7 1 OF T 24 Z, DIAMOND BAR, CA 91765 CHECKED Bys AW-APPARENT DISCREPANICIES IN ESTIMATE' S. TO VERIFY WITH OWNER nRIOIR 'TO CONSTRUCTION. DRAWING NO. A.C.E, No. 4"'549 PHONE (714) 18,:60 5400 0001, DATE' JOB NO. 23:1003 ............................................... CITY *Po STORM DRAIN TITLESHEET 17110,76]PF, 10870 1608' 22-Nov-89 102 19 AM 231003-999 _rRACT SHEET— 0 F GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 17. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 39. JUNCTION CHAMBER COVERS SHALL BE LEFT AT LEAST 6 INCHES CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON BELOW SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION - CURRENT THE JOB SITE AT THE TIME OF CONSTRUCTIUN . STREET PAVING. FINAL FRAME SEATING SHALL BE 1 /8 INCH BELOW EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE ASPHALT SURFACE. RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 18. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER' S OFFICE AT LEAST 3 WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION 40. STREET RESURFACING SHALL BE CONSTRUCTED PER SCHEDULE SHOWN 2. ALL PIPELINES OR SUB-STRUCTURES OF ANY KIND. TELEPHONE OR POWER FOR CONSTRUCTION STAKING. HEREON. POLES, WATER METERS, VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT - OF - WAY LIMITS 19. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE 41 . ASPHALTIC PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF ASPHALT EMULSION (0. 1 GALLON PER SQUARE YARD) AFTER STREET SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS CALIFORNIA BUSINESS. TRANSPORTATION AND HOUSING DEPARTMENT PAVEMENT HAS BEEN CLEANED. REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. (S.A. F.E.) "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK". 1989 EDITION. AND THE SPECIAL PROVISIONS. 42. THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE SAME PER FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH CUCAMONGA COUNTY WATER DISTRICT STANDARDS. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT THE ENGINEER. 43. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE. (GENERAL SUCH FACILITIES ARE SHOWN ON THESE PLANS. ENGINEERING CONTRACTOR) IN ACCORDANCE WITH THE PROVISIONS 20. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE OF THE CONTRACTOR' S LICENSE LAW (CALIFORNIA BUSINESS AND 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY PROFESSIONS CODE, SECTION 7000 ET . SEQ.) AND RULES AND ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH CONTRACT IS AWARDED. RIGHT- OF- WAY. EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFTEY. THEN SHORING CALCULATIONS AND DRAWINGS 44. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH PAVING STAKES SHALL BE SET AT HINGE POINTS. EDGE OF STANDARD DRAWING 2-D173- 1 . 2. 2. UNLESS OTHERWISE INDICATED. PAVEMENT , EDGE OF PAVEMENTS POINTS WITHIN 0.01 FOOT OF SUB- 21 . EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR 45. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS. DRIVEWAYS AND ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. METERS, VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT EXISTING IMPROVEMENTS. UNLESS OTHERWISE NOTED. 6. ALL SEWER. WATER. ELECTRICAL. GAS. PHONE OR OTHER UTILITY AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. LATERALS, MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO 46. THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER PAVING. THE CITY OF RANCHO CUCAMONGA. OVER OR UNDER AN EXISTING UTILITY . THE PARTICULAR UTILITY AT WHICH THE CHANGE IN GRADE OCCURS, I.S NOTED ON THE PROJECT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH 22. PRIVATE AND PUBLIC UTILITIES. IF SHOWN, REFLECT AVAILABLE DRAWINGS. AT LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB- GRADES RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0. THE CONNECTOR PIPE GRADE WILL BREAK OVER THE UTILITY AT SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED U. THE CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONNECTOR PIPE GRADE WILL BREAK UNDER THE UTILITY . SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL UNCOVER TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ALL EXISTING UTILITY LINES AFFECTING THIS WORK. 47. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED. IT IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE 23. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING ON A STRAIGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAIN SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE WITHOUT INTERFERENCE WITH UTILITIES. DETERMINATIONS COMPLETED TO VERIFY STABILITY . OIL CONTENT CONTRACTOR SHALL FIELD LOCATE LATERALS. AND GRADATION OF ASPHALT PAVING. 48. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO 24. UTILITIES DESIGNATED BY THE SYMBOL WILL BE REMOVED BY THE DETERMINE THE EXACT LOCATION AND DEPTH OF UTILITIES. EXCEPT 9. PRIOR TO INSTALLATION OF ANY PAVING. A METERIALS REPORT OWNER AND THE OWNER WILL REINSTALL A NEW SECTION OF THE SANITARY SEWER. AFTER THE EXACT LOCATION OF A UTILITY HAS SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR AFFECTED UTILITY AT A LOCATION IN CLOSE PROXIMITY T0, BUT BEEN DETERMINED. THE GRADE AND ALIGNMENT OF THE CONNECTOR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND WHICH DOES NOT PHYSICALLY INTERFERE WITH THE PROPOSED STORM PIPE WILL BE STAKED SO AS TO CLEAR THE UTILITY. EQUIVALENT OF AGGREGATE BASE. DRAIN CONDUIT AND APPURTENANT STRUCTURES. • 49. WHERE CONNECTOR PIPE HAD A GRADE CHANGE EXCEEDING 5 45' OR 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R- VALUE AND 25. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE. THE USE OF A PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR SITE. THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF CONCRETE COLLAR AS PER STANDARD DRAWING 2-D393 SHALL BE TO FINAL PLAN APPROVAL) . COMPLIANCE FROM THE MANUFACTURER THAT THE PIPE MEETS THE INCORPORATED. TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB- GRADE SHALL BE 26. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION. ALL SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A CONSTRUCTION MUST PROCEED FROM DOWNSTREAM TO UPSTREAM FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TERMINUS. ANY CHANGE IN GRADE MUST BE PROPOSED BY THE MATERIAL . CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 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. AND 27. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE P.C. C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S CENTERLINE OF THE CONDUIT . OR ON A LINE NORMAL TO THE RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO CENTERLINE OF THE CONDUIT . EXCEPT WHERE NOTED OTHERWISE. PAVING. 28. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR ARE AT THE FACE OF THE CONDUIT . UNLESS OTHERWISE SHOWN. THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 29. ALL P.C.C. REMOVALS SHALL BE SAWCUT. SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 30. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ITEMS OF WORK. ABANDONED BY THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITH SECTION 306-5 OF THE STANDARD 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM SPECIFICATIONS. RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED 31 . TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY RETURN TO CENTERLINE OF CATCH BASIN. UNLESS OTHERWISE SHOWN. ENGINEER FOR APPROVAL . 32. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH 15. WORK SITE AND EXTERIOR STREET SHALL BE IN A NEAT, CLEAN, BASINS. AS SHOWN ON DRAWINGS. ARE SCHEMATIC. IT IS HAZARD FREE, ORDERLY THROUGHOUT CONSTRUCTION. SITE SHALL BE INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM CLEANED UPON REQUEST OF THE INSPECTOR. END OF THE CATCH BASIN. UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL 16. CONTACT UNDERGROIUND SERVICE ALERT 1 - 800- 422- 4133 AND THE CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY FOLLOWING UTILITY COMPANIES AS REQUIRED. 2 WORKING DAYS THE ENGINEER TO MEET FIELD CONDITIONS. PRIOR TO EXCAVATION. 33. MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT WHERE APPLICABLE. MR. BOB STALLINGS (213) 969- 2718 FOR BASE LINE ROAD CONSTRUCTION 34. ALL CATCH BASIN OPENINGS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA STANDARD NUMBER 501 . GENERAL TELEPHONE (800) 422- 4132 FOR UNDERGROUND SERVICE 35. USE FULL-DEPTH HEADER FOR' VERTICAL FACES OF P.C.C. CONSTRUCTION. SOUTHERN CALIFORNIA GAS COMPANY (714) 529- 2889 �. 2191 E. BIRCH STREET (714) 529- 7070 36. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL BREA, CA 92621 MANHOLE, JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISH GRADE. THIS CUCAMONGA COUNTY WATER DISTRICT (714) 987- 2591 IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID TIME. 9641 SAN BERNARDINO ROAD THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR' S RANCHO CUCAMONGA. CA 91730 EXPENSE. METROPOLITAN WATER DISTRICT (714) 593- 7474 37. TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE P.O. BOX 54153 COMPACTION BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE LOS ANGELES. CA 90054 SATISFACTION OF THE ENGINEER. PACIFIC TELEPHONE COMPANY (714) 999- 5639 38. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADE, IF THE MOISTURE CONTENT IS SUCH THAT THE SPECIFIED RELATIVE COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING. THE FOLLOWING REMEDIAL ACTION SHOULD BE PROVIDED' A. REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING OR CITY O F RANCHO CUCAMONGA B. EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE MATERIAL OR BASE OR F�_ C. INCREASE THE AGGREGATE BASE SECTION OR ofESS/p D. STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES. OR � �Oe �M 10y��F STORM DRAIN IMPROVEMENTS E. PROVIDE AN ALTERNATIVE METHOD SUITALBE TO THE CITY ENGINEER. ; 3� y f-ift. � r" NOTES Exp.��12 �# TRACT N0 . 14139 �sr civiv ,�� , APPROVED BY DATE y�� OF mo CITY ENGINEER R.C.E. No. 24953 DESIGN BYa RECOMMENDED B.D. THE "DGA ,Qf# KEITH DRAWN SY mftL%- SHEET R COMPANIES /'� w i V•C• IF MIS RItT QRA MO.M�...OIY M►MM / � 24 fi CHECKED Us R.C.E. NO.4254 9 DRAWING NO. TTT CITY DATE qlaF!�W JOB NO. 231003 1 /188-D TRACT SHEE4P -7 a- •P* STORM DRAIN NOTES - 17110,76]PFs 10870 1609 22-Nov-89 09-.05 AM / 231003-999 T 2- BENCHMARK, STANDARD BRASS DISK IN THE NW CORNER OF A 4" BY 8" DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE. , 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24 FEET EAST OF THE s C/L OF ETIWANDA ELEVATION 1432.612 Otoo=/410.497 cFr --r4.417crs ' QrGo~/31 cis ©.oma}7. 32a s u:2(0.8 v /9.4 V-/5.9 V.:/2 5 On=At?4 Lam=0 74 C7n=0.64 1810- w 4810 Z 0 0 0 p � K � M � 1800- +� h q`; A�� J N -1800 ♦ � 0. � { � Ems- Z Z W ti F.S. I PIPE = W -1790 1790- W n tv— cn Cn n V Q e1cs N i , 1780- -1780 a .� I� 100 YEA R V � In h i� HG L Aju Q 1770- vi � h o ^ 5f 0• NL Q \ 1760- ` �� 060o a, �7C,2-G i i-f 24"RL^ CO�t/STRlJC7' r 5.09�.f. Z!1"/4.C'P .0=/3�0 '" Ct�111�77�11CT.C��3t f��l"R L'P D�-/350 D= 1600 _ 1750- C0A1-drRucr 136.04 c.f 4e p k-%) SPEDciA 330 AVAIL RCP V a0 �O V �4f ► � q, * �, QD�� a0 , b a� � J 1rk PROFILE 1 16+00 17+00 18+00 19+00 20+00 0 R I Z % 1 R= 40 ' 21+00 22+00 23+00 VERT , 1 "=8' u GOLDEN PRARIE DRIVE r� LINE °A" 0 CONSTRUCTION NOTES ; �0 5EE 5111. NO. 5Q V 0 � U d 0lO CONSTRUCT 18" RCP (D LOAD PER PLAN) 0 f ll � 2 CONSTRUCT 24" RCP (D LOAD PER PLAN) ' IF EXIST. STORM DRAIN IS IN PLACE �h ��e o � W V N O n,, M TO THE SOUTH,CONTRACTOR TO �, J ' V N 59 58 57 e� 56 55 ? CV 5 CONSTRUCT 42" RCP (D LOAD PER'PLAN) VERIFY LOCATION AND ELEVATION/"OI I �,� 3 OF 6O CONSTRUCT MANHOLEI PER CONNECTION. PRIOR TO ` 1 ` a STD. DWG. 318 ((I ` ti� h16 _ i"' h N m W C h O CONSTRUC 31MANHOLE 2 PER ` ti; V STD. DWG, 9 v N Q p , ov V� ® CONSTRUCT CURB OPENING CATCH BASIN PER STD. DWG. 300 pip ! !! \1 I ILL 33,E �� 0. z 2 4 —= 9O CONSTRUCT MANHOLE 4 PER STD, DWG, 321 Dw +- — !8 ' 3 Z R!O'DO'��"E /Blo /•3' S Z e SEWER 2 35r 00 6 36+00 37+00 38+00 39+00 ETIWANDA AVENUE X h �etiN � m A/n �� N . SCALE11 "=40 FEET of N "7 * �� h dem v W n� - x'� Z 0 1 u 20 3U 40 HCG 120 160 CITY OF RANCHO CUCAMONGA a �� W PLAN AND ['NO[ ILL � � �' " o 9 STORM DRAIN IMPROVEMENTS LINE " E " STA. 15+98 . 58 TO STA. 23+00. 00 LINEE OQROF ESS/p�,q "ULTIMATE CONFIGURATION" i ,14tey TRACT NO . 14139 . DATA APPROVED BY DATE W No. 42549 ^' CITY ENGINrER R.C.E. Na (� DELTA/BEARING RADIUS LEN./DIST . TANGENT -- 24953 ac�es '"---40— Exp. 'OExp 07°46'31" 1 040 . 00 141. 13 70.68 I (' 2 D � E 51 GN BY: RE COt�PtE NE)4 U 0 04°22'35" 1040 . 00 79.44 39.74 * W.R.D. _ - THE " sl. CIVI< �Q� KEITH "1`r�;� I�C�►4,1 � Q 07°05'23" 128.69 64.43 '�rE 0��`� DRAWN Br• COMPANIES ;" `N srlE E I _ 11jv 3 OF 24 Of CAIS P. J. A. . .W t�aT aero aw» v�uswam-- N 37°54'57" W 32.17 Q CHF CKF U B1 _ R.C.E. NO-42549 DRAWING NO. N 29- 59' 38-W 4�•d.50' W.S.M. DATEJO —�:1�' — B N0. 231003 ! � © N 0°00'22"E 300.00` y 8— _ - - a . . _ TRACT _SHEETOF�2 __ BENCHMARK, STANDARD BRASS DISK 1N THE NW CORNER OF A 4` BY 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE. . 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24 FEET EAST OF THE C/L OF ETIWANDA ELEVATION 1432.612 Qroo= 7 3�`ams V. if 5 V=lJ. 5 V= 9 1 LM=D.4B Dn=0.51 Ua=0 5/ O 0 1850 — 0 , �a ♦ L C a b r n 0 i- t840 — �? cn A . — t0.0�� tlo�•' Co�necfor gpe Enfe� 1830 cn End OP Cofeh 85'//7. f00 Yr HG'L. S/om BbSin floor ro w .� 1820 — --j � o. .ogo ti L) )/,tv( 1810 — Q 57e/' 4 1800 — CDrt/Srloa-534.E -`�+ G7fJ113T. 3 v T�C.f tel;'R.C.P,0.ft 2oDo /4 ID k0. ti � . a k%. 3�Q Qa o$ « �o �rz4_5 .� [ s PROFILE 23+00 24+00 25+00 26+00 27+00 VOERT =RIZi •,8, a 28+00 CONSTRUCTION NOTES : C.B.�`E-¢ 'ld=/!l•O'-!/=/D.52'8 � .32t3G.DJ Q' O CONSTRUCT 18" RCP (D LOAD PER PLAN) 0 qj m I O CONSTRUCT 24" RCP (D LOAD PER PLAN) 2 B TRACT BOUNDARY O CONSTRUCT MANHOLE a PER O x (h 3 3 STD DWG. 316 ( ad o1-117 0 •� 0 M 1 /1J2/ 3 3,'G = iv O CONSTRUCT CURB OPENING CATCH BASIN + ...j d '+�Q ►� 6ee Profile, 617t /0 – PER STD. DWG. 300 M N ST. 574. 33 t/8. 09 6 I Z 2 U) _ - --DW — -DW --- -- DW 10" DW U) �f/O'GO'2Z'E .3GI0' NO°CO 2z"E � �8�./3' � —12" EX. R.W- —— W c SEWER 24 SEWER 26 � SEWER I 40`00 41 +00 42+00 43+00 44+00 45+00 U) 6 I EX. 12" CML 8 W W ETIWANDA AVENUE L— Z w_ SCALE W-40 FEET 0 10 20 30 40 80 120 160 CITY OF RANCHO CUCAMONGA PLAN AND PROF ILL STORM DRAIN IMPROVEMENTS �, ,� LINE " E " LINE G cQROF Ess IpN STA. 23+00. 00 TO STA. 28+64.73 TRACT N0 . 14139 G APPROVED BY DATE DATA _ -- No. 4?549 � T1 CITY ENGINEER �� R.C.E. NO. 24953 Z7war- v ' «- ci DLLIA/BE_ARING RADIUS LEN./DISI . TANGENT � DESIGN BY (i RiCOPFllzND[il w Q ??'50'e2" ¢S.Oo' 57e/' 33eo' s - lc./,f3.D. THE 'perA< IV11. �Q- _. - KEITH rr'se 'd ti7z°50'2D't/ z6'e5' 9l COMPANIES DRAWN BY� 1" Stt[ t 1 cAL `� �s 61" ---- -- 4. cw 24 w+Y1n.awet:.roi.v,rw vnao er - CHI CKI U BY 40 R.C.E. NO. 4254 DRAWING NCI. DATE -!a MA 'Q0_ J08 N0. 231003 q88 -,b TRACT SHEET OF 7 _ .NE -E • �,� � , , 1 't f �� o5 N o v- b� A"I ----------------- BENCHMARK, STANDARD BRASS DISK IN THE NW CORNER OF / A 4-" BY B" DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE- AN'D ETIWANDA AVE. , 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24 FEET EAST OF THE Qloo= 127.3& CF5 0-100= 121. 5G C (2/00FS ,00= /05. 51 CF5 Cat - 104.48 GFS Qioo - 8 3. 48 CF5 Q/�= 81.¢9 CFS C/L . Boa - - C/L OF ET I WANDA 1/ Vc 13. Z F/5 V= 12. G F/5 - 11.0 F/`�' V - 14.6 F/5 V= //.6 F/5 V: /f.5 F/5 ELEVATION = 1432.612 f - - -- - -- - - -- - - -- --- - - - - -- - - - - } r � - -- - - - - - - --- - - - - - -- _ _- - - - -- - - - - -- - -- Q - - -- - - - - i j74 Lil vt - - ---- - - - --- -- - - - - - - - -- - - - -- Y 17 - -- -- - 1800 - - - - 0 0 - -- - --- - - -- --- -- - -- - - -- -- - - - - - - - - -- - - --- - - g W&- Fd U - - �'- - _ - -- - - - - - - - - - --- • - - - - -� - - - -- - -- -- - - -- - - -- - - � - __ _ -- - - --- - - -_ _ - �- `0 - - _- -- - - -- - - - - � 0_VEt�- -S.D. (3=- - _ - - - - _ -wa� -1- 7.90 - - - - - d _ � -- ---- -- - - - _ - - -_ - -- --- - - 780- - - - �- -- I- to - I UE -. - -- Z - O 2 - - -- - ---- -- - -- - -- - -- - -- - - - - - L - - - -- - -- - - - 1 t4-4:- cs- - - -- - -- - - - - - - - - - - - - - - -- ---- - �- -- -- - - - - Q - - V ---------- Ip 4 - - - -- -- - - - - - - - - - -- - -- -- - --- - - - - - - --- - - - --- q - - - - - - - a. - - 760 - _ _ - -- N ___ _ 4 - N - - -- - - __- a o�- _ - - - __- - --- --- -- a0- - h � - - - - -- - -- - - �of I , � . - -- � ��d �- - -- -- --- COiG! ?. � - O �3T. /QIQ.3 - I - - __ � - - 7 � - _ - - -W� -- - - - - - - - - - 7c' -- - -- 1 _ _D - - - - - - - G. - --- - - _ -- - - - _ --- - - - - - - -- D � - - - - - - - - - __- --_ -- _- -- - - - -- - `� � -- - _ -- - - - -- - -- - - tea �iG � T-F 1 -4 - L- I I 10+00 11+00 12+00 13+00 14+00 OR I Z : 1 "=40' 15+00 16+00 17+00 18+00 VERT : 17=8' o tAM41 - S ES �2 ivt� 't�{C g15�o5T�►� I J v o N m CONSTRUCTION' NOTES Q h _A� 41 � o h N o ° ' " 1 CONSTRUCT 18" RCP (D LOAD PER PLAN) 0 0 p Ja a lzi �.M'�e W To ^ � Q �; 2 CONSTRUCT 24" RCP (D WAD.PER PLAN) / ": O z ti ��o�e �� n, � N �e 2N 5 zok�l vi o 0 6 o h 6j 4� ,� N • 4 CONSTRUCT 36" RCP (D LOAD PER PLAN)' W� �ylnv Z 4 �, �, 7 u �� vi Vi V h.N n CONSTRUCT MANHOLE: I PER. STD DWG. 318 0 5 8 CONSTRUCT :,.CURB OPENING CATCH BASIN . 17 0 8 O PER STD. DWG• 300 s�9. ;IS + 10 X 5 3 `� z 3 s �O 5 CONSTRUCT 42" RCP (D LOAD PER PLAN) �L DEN J 8 DW DW �9Enl s E I 7 1j+oo o S WER 5 t4 `� "I . PRARIE 4 15 SEWER o t9 2, Zo ow Q' D CONSTRUCT MANHOLE 4 PER ,STD. DWG 321 G4 Ll � coJ n _ X12+0 12 : 4Q 13+00 14'00 /VB7°30'00'E l 0 16+0 �� SEPIE 0 • 22 II CONSTRUCT, JUNCTION STRUCTURE NO. 2 PER STD. DWG. 331 1 13 � � � O b� Z 1�* � LAT. .4-3 ' -� t� 1 0 �'ROF/LE SEE tt I 5T. STA. /Z t�7.25 LA . A- 5 79 �V SHT. 9 tU Ec.a. •''A-4 w=7.o, V-Co•50' 8 92 �'ROF/GE 5EE ' i8 [� !--' sHr 9 5`� I U it /NTER.LA7. A-6 R. 1 ~ Sr- sni. 15x57.0.4 W a N Eloo) b CNEYEAJAIE C7. IDt34.29 U c.6. ;`A-�, w= 7 D' V=5.50' SCALE= 1 "=40 FEET 0W S D. M, y. A-6 y I Q p o ctj SAGEBRuSN CT. /Dila/.4a 5EE sHT. 9 FOR PROF/GE z CHEYEtiINE Cr 12 t` CB. gA-3 vd= 40 V= 8 T 2 z !Df .50. 72 - " ' 0 10 20 30 40 80 120 160 n N M 2 Cc 49 CHEYENNE C . lOtG .3G r u 78 _ ��: x h o W 8 o y_ E c.a. >A-�, w--2/.O; v-7.04' 8 ��._• " O a O Lk) h LT CS A--5 i W=21.0 + >` y l Lu Y z C I T Y OF RANCHO CUCAMON GA 17J g, 1z, PLAN AND PROFILE ,�� STORM DRAIN IMPROVEMENTS 6�� LINE „A „ P `�x S�G r `� �` LINE " A " STA• "ULTIMATEOOCONFIGURATION"O0; 00 DATA DATA DATA LEN./DIST. TANGENT RikofESS/C ' TRACT .NO • 141 -39 Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q DELTA/BEARING RADIUS g Q N 19- 26' 37-W ig 95 Q N 42- 40' 35"W 24,00 » N 47°30'00" W 35.79 F'& APPROVED BY DATE �" � _ C 3 G z CITY ENGINEER - R.C.E. NO. 24953 Q 62° 05' 08" 45. 00 '18.72 ' 27 • U 8 10 is ° 24,30 • N 42 40'35" W 37,11 Q N 24 49'00" E &; BENCHMARK, STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 8' DROP-IN-BOX FOR DRAIW%GE CULVERT AT THE NE CORNER OF HIGHLAND AVE. Q100. d1.45 CFS Q 100 = 2co.G CF5 Q j 00 - 20456 CFg Q1 = 20.6b CFS Q8 CFS V = Il. S F V= 23. a F/5 V= IT Co V= 17•G F 5 V = ff f F15 AND ETIWANDA AVE. . 66 FEET NORTH OF THE G F/5 / •C/L OF HIGHLAND AND 24 FEFT EAST OF THE Dn= O. 84FTn_ O. 80F-r D - O. 8 . ' Dn = 0. 7/ Pr C/L OF ETI WANDA ELEVATION 1432.612 Z � Z O � cy 1bpOG Cp Qktz �A ou o �_ ER p � 10 1830 - - rk s, a0 C.G 0 Q PROP�O ED F.S. 0 t OVER S.D. / b • 0 / 1820 +- a,CD Q 1 b •, V r` cv 1810 1 0z sig t cogo ci ^ o o v. .✓ �? a Y J � N h C15 � 10 a f0 9. 31� 34.2S � h p.0� J^ 10o . HOcm \ IBOO w S 01 '/87 59' 59. 67' Z � 0 COA15rA'(/C7. R47.2G L.P• 24~ RC-)4' t01V.:57�Pvrr X50.» t.f• 1790 g2.-r6 s4.all Q S= O.OfD33 I��3D"0 CON57, t cr f*7.J9 L. F. 24�RL^.P O � Qj iN D a 1350 b hkr': • V CON3TRUCIr lot 3G L..11 O � � N ^ Z flu "0 SPC MALL RC o000 °; ZNZ mi '0 Z OZ h 0 ►� IN,CO/V-5P(/CT. 49.44 L.F. d, Q� U 0) 1 3G D-/750 + � O + co . � W a �� 41 Z W � mZ PROFILE ? ORIZ : 1 "=40 ' 1 18cr00 19+00 20+00 21+00 22+00 VERT , 1 •=8,, 23+00 24+00 25+00 SEE SHT, 7 6 SEE SHT, 8 LINE "V LINE "F,. CONSTRUCTION NOTES : b Nv?- 4l h z I CONSTRUCT 18" RCP (D LOAD PER PLAN)A w-jO Q CONSTRUCT 24.. RCP (D LOAD PER PLAN) av v N �h o ` N1 CONSTRUCT 36" RCP (D LOAD PER PLAN � � 4� ) > Q C9!� CONSTRUCT MANHOLE 1 6 �o 'A Z O N PER STD. DWG. 318 Qlt � 0 C 1.• rn o agNSTRUICT MANHOLE Fi a Fis w �'' -_ ___._-____.- _-___- -_-_--- . .__ __ _ _-_- ____ _ _ _ ____. ________.__.- --- _- � -5rR. srA. z3.o9.ao CURB OPENING CATCH BASIN ST. STA. /B* +3. 36 -__ O O8 CONSTRUCT _ __v`� o ¢ C0 A- /D e 18+ 49.77 - - _ - - - --- - PER STD. DWG. 300 DW //drER. LA�TP- 9 5 e NORTH SEWER 6 If T DW O9 CONSTRUCT MANHOLE NO. 4 PER STD. DWG. 321. p M t� 1 _ E 5 o E To 3 N7-ER. LIN 2 o NO 22+'00 23+00 o _ 9 sE I' o � '20+00 ER , Sp�IH A-7 p # - _ �_- �: ,. - 2aoo LTi 5EE 514TND.9 �DR PROFILE �j` r, --= DF LAT. A-9. 1 1J. p1 �C 23� /f STR. STA. aff. . 55 3 O 0 2 tx Ma J' %1Z A h O N A V U 2 N i Q N Q a SCALE e 1 '=40 FEET 78 'n h Q� 760 74 73 ti S J + A l9 F 2 75 0 10 20 30 40 80 120 160 •O Qp O T � N h h S • _A �`n Z0 c O 0 � 0 „ CITY OF RANCHO CUCAMONGA • �a n 6 h ' Y0 N QQ PLAN AND PRO[ I L L • 8x STORM DRAIN IMPROVEMENTS S DO L � `� �' LINE ..Q LINE " A " 9 00 QFOF ESSIp STA. 18+00.00 TO 25+17.56 - N gl�` TRACT N0 . 14139 8 -' � 3� �y G P � DATA DATA � � = APPROVED BY DATE U DELLA/BEARING RADIUS LEN. /DISI . TANGENT �� DELTA/BEARING RADIUS LEN•/DIST • TANGENT � X10. 42549 nR', CITY ENGINEER _ �_ R.C.E. NO. 24953 - -- - --- - - Exp-j-_". j& _ Ex av ') 54020' 18" 280. 00 265 . 55 143. 71 12� 1 07° 48' 47 " 440. 00 60. 00 30. 05 41 DESIGN BYE RICWz 7NIXI) Q N 08009' 42"W 16 . 78 Q N 03° 45' 00"E 56 . 86 W.R.D. � THE ;; _ _ _ 'fEC•v; 9cKe• �. - �. 3 22'05'11" 280. 00 107.93 54.65 9 15'00'57" 440. 00 115.31 57.99 �l4lF C1V1�. �Q DR- BY KEITH 6 src I i OF CAO NCOMPANIES Q N 61.04'30" W 38.59 87° 1 2 ' 41 " 22. 50 34 . 25 21 - 43 B.C. - .».ti... -"� � Mme" °• £" 6 ODF 24 0 19.49'30" 280. 00 96.88 48.93 >> N 60°37'58" W 6.55 CHI CQ 1) BY• .rtR.C.E. No-42549 RAVING NO. Q N 03- 45' 00-E -19,0 - 0 0 W. J.M. DATE -CIM-QQ JOB No. 231003 y • D TRACT SHEET _OF_ZA ' �;; , BENCHMARK, STANDARD BRASS DISK IN THE NW CORNER OF A 4" BY 8" DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE. , 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24 FEET EAST OF THE C/L OF ETIWANDA ELEVATION 1432.612 Z► oe =4C73 _37.07 C Q F V= 5. 4 F/5 V l5. 5 F'/5 V = 11. 8 F15 V= 7. 3 FI5 V = S• 1 F 5 On= 1. 00 h s •9 0 Q Q m .. J Vey o ? n _ /00 Y 9.s.L. -1810 0)0 p ap Z V '� w ,b cl V tO 1\ 1800- o o G� -1800 TT_ --_ ---- 0 S= 0.00906 00 R. H.G. . - o 1552 t Y H o. 5_ Go1� 01��. ... ... O 1790- 1 O 0 0�7 y, .p314 -1790 d > 3- p.0351 % W Z O � N > 1780- co W Z to � � � � n � • 00 3 415d 3�/7 CD Q _ N � k s O b . � OZ'<� h CON37.BS.5G L . TT7LV 2�Z Z CON51' 10.27 [.F. 24''RcP 3o" ,Fc P O- 1730 O- 1-350 1 D-f350 AD- /730 CONST. G 7.33 L.F. P4''RCP P R O F I L E D:-,1.3.50 _ 10+00 11+00 12+00 13+00 14+00 [OR I Z i I "= 40 ' 15+00 16+00 17+00 18+00 VERT : 1 "=8' G 6 � a - - C ST UCT ON R IONNO �T S Q Q V h O O10h V LQ 0 lO CONSTRUCT 18" RCP (D LOAD PER PLAN) M g 9 10 II �, 12 13 h �Q 14 15 If Q 2O CONSTRUCT 24" RCP (D LOAD PER PLAN) L�►T o-G O CONSTRUCT 30" RCP (D LOAD PER PLAN) u�9 vl tij v Ice - 4 SEE p�OF/Llt -'r%4 IC CD O CONSTRUCT MANHOLE N �n d)h -•� STD DWG. NO. 318 J,� _. _ -.-_ -- O R OPENING CATCH BASIN N , ►- ., -- -- - - -- - - - _ _ _ -- ER STD. DWG. 300 N -- - -- 0 8 UC CUR Ll J --- m �W� La 20+00 - - e 19+0o RIDGECREST 18+OoDRIVE 9 0 , 7, 0 -2 DW ---- to . 0 o SEWER 16100 15+00 Q 0� N 'F1J SEWERio b o 5 ,.! _ - 14 12 W 3 W LAT '� D-3'� s7R.sr.4 . /GfG8.7G Z u) O \ od `3E� �L,n ,5HT. /D �� Z 8 J ,emle �'A" /!• 4 ^ W=84. o v=4.42' 5 EE SHT. G `� � Z,00 3 � o`•. 6 � /A/T. LAT. o-4 R V . 2 5 re. .5rA. /0-0,09.6 1 15e 5EE RM0,1 LE 5Nr. !O 5• D /y 11 D-4 Q �a 94 ��p 93 ° 0 110 109 `2.cp t ,11� '3' ;y 3773. STS. . /Of-5'7.00 STM, SRs'. /0*61 .5O 8 SCALE11 "=40 FEET 1o�p� A!1 a p� � �S� 8 C-8. D 3 W g - J 0.�. V� 5.58' = 21. 0' ; V=G.SG` 0 16tZ4 20 :;30 40 8(, 120 160 P Ar c MEACOURTROOK CITY OF RANCHO CUCAMON GA NORTH PLAN AND PROf ILL RIM WAY , a STORM DRAIN IMPROVEMENTS.�D DATA � 6 DATA LINE D + STA. 10+00. 00 TO STA. 18 00. 00 �j DELTA/BEARING RADIUS LEN./DIST . TANGENT DELTA/BEARING RADIUS LEN./DIST . TANGENT Q N 68- 09- 42-W 33. 99 1 o N 89°30'00" WI50' 18" QRS SON T RAC T N 0 . 1413 9 2 52° 50' 1 8" 45 . 00 41 . 50 22. 36 >>Q N 4430'00" W 28,02 DATE Q - ,mak, ��`�` �► y�., APPROVED BY - N 59" 00' 00-E 63. 07 12 N 44°30'00" W 36.12 3' Gr = CITY ENGINEER R.C.E. No. 60000, 00" 22 . 50 23 . 56 12- 99 3 N 25°30'00" E 26.08 Exp 42549 2 *^ 24953 � DE S I GF: BT �s N 31 - 00- 00-W 7 . 01 14 N 44°30'00" W 1181 RE cc�r� Nn1 h O W.R.D. THE I KEITH " " 'DCa N 89° 00' 00"E 16. 00 - • - k. Wf Q DF,A!'k B 1 ---- - ""M`- SHE 1 1 ICIVt�- �• COMPANIES ES apt" a" 0 Q 31030, 00" 280. 00 153- 94 78. 97 lfOF CAI\i, B.C. """}/"�'�"��`°"" """' °'°"° - 7 of 24 U) Q CHF CKF Iz B 's "kl t" R.C.E. N0.42549 DRAWL NC' N0.N 89°30'00" W 227.14 qq e Q N 89°30'00" W 72,00 W.J.M. DATE -_i'l� Q4�9_ JUB N0. 231003 y 8 8-� TRACT_ SHEET�_OF-Z,____ NSF r �F 1 hoyy 4 yy BENCHMARK, STANDARD BRASS DISK IN THE NW CORNER OF • A 4" BY 8" DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. ANU ETIWANDA AVE. . 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24 FEET EAST OF THE C/L OF ETIWANDA ELEVATION 1432.612 = t�.� c>r� p_ ._Q ._._..�. ta.57 a -- - e�, - .�el�, - �. r_ �� ,�_ --T ---- _ Qja&-$2 --- �_. - - - - -• �__T r_ �� _ GFg _- E} : G 45 CF5 _-_ 4 w G 05 CFS _- V- 5. 1 F/5 V= 4. 8 F/5 V= 1.4 Fr/5 V- 5, 5 F/5 V - 1 4 F/5 cu V= �' .7 F/5 on= O. 6G FT On= O 48 FT ti On : O. 74 F'T re 4 � Ar) O IT -1850 lie t W a v F.S. ! lit PIPE 100 YR. H.G.L. 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I I . ... . ., ._. . , . , . . .. . . . .... .. ............. .....i ,.,.......-,1,111.-.,.,. ......... . 11...11 ..-....,... ........................,,,..-.,.......}... . .. , 1,1^11., ,.-. . .. , .....1. 1111. ... .. . _ { i r ... .., .<... .. . . ,..I...I. ........... .'. . 1111., , .. . .1111., .. ....I........... ............... ...1 .. r ... . , ,_ . .. . .. a .. ..., .... .. .. .-1}111_. ..........a... 1111 , .. 1111.a..:... .. . . . . , .. , . . ... �• i . .,. . 1 1111 4 .. , r . , ... . < . . . . . , 1 . . , ... , . : . , . , .. 1 .. .. . .. .. ...,,.,.,....i .. . ... : .. ., ...., ... .- .. . ... -. , ... , 1 ,. i 1.11.1.__ __ .........<._._... 1.1.1.1__. _ 1.1.1.1._ -- _ 11.1.1.. _._.._.........-1.1.1.1.-_ - 11.11_ ._...___._ _......_ 1.1.11.._. -�---*- _... .. ........... .. , .......:..,...,..-........... 1111. , {• . . - 111.1 ... , 1 . . .... .. ..,.... _ 1 . , 1111.......... . . .,.. .. .11...11. . . . . . ......, I , .1. ,. 1111 • : r 1111... . .1..,,.....,... . , e ,. .. .. I - . , I -1 1-1111. * .. - . . ,., . , .1111_ . . ; 111..1 . . _ .. . .. - . . .,... ..... . .. : .. .. .. . . . 1111 1 . ,.. . -;-.. . : . . , 1._ .. , .. . , 1 _.. . . ....,.. . ^_.;. . .. , . . . . .. .........._ . . ....... .. , .... I . , ,... ........:. . . . .. , .. . ^..._. • ........,,,.-._, . , ..1111. . ... . .... , ._ , .... . , , 1111 { .}. ..- , . .- 1.1 11 ... .... . _. , : ..,. . 1 . 1 . . .....11 .:_..1... ; .... ,1111-...-.. . . 111 1., . , . . , 1.11 -„ . . . . . . . .:. . .1...111... . ... . -., , .. . . ....-.. : .. ; . .}. ... . .:. . :. ..:. ........... } „ :,,,_ . . : . . . . .1 111 , . .., . . -11 ........11.. .1. 1.,. . . ..., .. ... 1 ......1 ..1.1. .. _ ..,....,..,.. . .., .... ..... ...... . . .. i . , . 71. . , .1 1.- . • , _ . . . , . , . . ....... F _ . ......... . . . . , , . ... . . x_ . , . . . ,.,., . , ,.. .. , ,. , , .. i I L i 1758.11 VC BENCH MARK NO. 148-B ! Lines D-6 & D-7 STANDARD BRASS DISK IN THE NW CORNER OF A 5+99. 16 C/L MH NO 3 - 1) C/L 42" PIPE J NO 2, �C 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. \ O 2 CB 133 Tc AND ETIWANDA AVE., 66 FEET NORTH OF THE CIL OF I � � E I • ? LINE` D-? ETIWANDA.ND AND 24' EAST OF THE C/L OF S 24" f1CP .� 1 - . ! p cB 46 D-1500 ELEVATION - 1432.612 V-41 rL IfE D- B �#7 244t Q{loo)- �z«s t �1 . RCP :LIME D-6 S60 . 1060 I 4( 100)-26.4 CFS 2749 .55 24" RCP I V(100)-B-. 4 FFS M-1500 i �Q�cioe> Nbc = 3i.er, , C L INT c ......_.a :Q(100) i . o �. If(A**) >�d[ r .z8.7 z 3 f T' \4� G21 1Clad) #6[ i ,zG,yFI�tISi SURFACE ,�4+55'.55 C/L �Sfi NO 2 2 o ,cam. 32 . 05 FS ' �' S� � 1 z ri 1725.61 INV In °` en ,r °✓ f f 1725 .13 NV h • 17 5 .13 I INV 05 G N F� ti� Lute D-9 /' 724. 10 C/L INT . M io 2f . 35' 42 .06' ' ' U YS 00 IDENTICAL: POINTS `s!P + 5 r� � 4 � PI E - 1750 1 6 LINE D-3 4 R6" g M 30" RCP ')3 A6 D-1500 lc Q(100)= 33.3 C 4 . 8 . r 0333 y s , s -P G •7 _ 3 ,cam 141` ys a5� C4 CB9 �'� VIM) ,7f. � - 2s T I - - - - - -- �l� 'LINE -4 Y O LINE D-5 if�� o .�y.8 1 y ! 66 �Cf�) NGC = .tAY6 'D-150 ) 2 4 R P 24 RCS �2.66 I D 150 D-1500 fL I i l^j�, Q(100)x ZO,6CF5 r72 - 2 � -0 .0 20 S .Ob 0 _p Z H S 2 10 N ' t!i gClae)ffLt 7C G IaIV rn U N CD N 726CID CO . 1 2b 46 H 1 w 0 <. #720 , - ��40 �� •�TZS X720 � :� . N ,'t' 7 T.5 . 9 N V O O, M N ,c} O v N V s N 2 1725 . 9 INV o o Ras U tr. M ,i H T� �9 0` 7 3 NV o o N +t- o s,s y sn w •� r• Q d; �i �4. 1.`12 .8 8 114V E, .i f o H + + z r` to w ,r, o �' rn rcv o N IV Ott � o. °' C/L NT N o+ .1 c1 0 •-1 N tt F-C fh YV N N n In 41.70 o + o� n to O f f CO ." o+ .� .r o M �., w .� h Line 0- + 0% + o res r► a f� nJ .�9 2 D.4 2 0.IL 9 H r1 CO N I Q r•1 h ca + + 'O w 00 M f).- ca - ! o SCALE: I/00 1/06 �+ '� TN/CSC WALL N N TNtCK waL� 5' S s i rr _ z, t1 CK, WALL 0% T CK W4LL ,, THICK WALL 75.25 LF 42'' RCP �d 94.S Lf 45" RCP 50.03 LP: 42" 173. /7L�' f2 RCP D-//OD 311 , I (o LF 42" RCp D- IIDO ' D-llo� - - AOR) " ' Q(10 >� 189. 2 cF5 xcP - - 1_%8 GFs >4�.9 cFs Q(�oo) /4�.9 cis (51 105)_ t.11rteS D 4 & D 5 VERT. fi` 4 Q(ib0) l t 14G.5 CFS V 10 - 29. 34 FPs V :1 0 � 22.1 FPS VI/00) FPS Line D V( 100)* 25.5 f=F's V(I oo)= 25.5 FPS 8 9 Oo 0 2 10 11 12 13 14 15 16 12 C' 0 W-T STAB NO e " a N �� CONSTRUCTION NOTES : 21 , �8*69 S0f45 34 V` 8, 31 T STA EC R,;TES d, h ' 0 10' 00 B +03 92 Q 4 �G 65 BG�,06 � 7 0 ass ZO CONSTRUCT 24" RCP ( D LOAD PER PLAN ). C ti G leI, v,-b' CONSTRUCT 30" RCP ( D LOAD PER PLAN ). g ,tie 0 v ��. �� h �, � ,� / `1 q5 0x9`' CONSTRUCT 42" RCP ( D LOAD PER PLAN ). 16 N Z O h '�� '� tibk1 p 0 N J �' o�-D� 9 CONSTRUCT MANHOLE 4 PER STD. DWG. 321 �� g�* v,0. a � �. M m�► y� � ry� O 2 10 3 r F CONSTRUCT 45" RCP ( D LOAD PER PLAN �. K �N �' aN � J • 550. N39°1 . D'3 N N N�� y � II CONSTRUCT JUNCTION STRUCTURE #2 PER STD. E 3^ DWG. 331 256.82 , ,moi �� `(� _ �'� 12 CONSTRUCT CATCH BASIN PER STD. DWG. 301 ,,,� / N4•46'S6�, / NE D`6 505 ,46 �� `-------- _ '- - - - = ,95� •per N 3 18' E S o"w�� -► --_ _ -- - - -- - _ : _ - - - y _ _ NZ��55 2 13 CONSTRUCT 7' (MIN) WIDE CATCH BASIN PER STD. DWG. 300 - _ - -- �� 13 SER WA2ER 3 ______ _______ =-=-=-- --� - 3ztz EE SHEET 3 TR. 14139 S co o '4y• LINE LINE D 5 8" WATER �. �^ ��i'/ /tet, ¢Z LINE .,E.. O CONSTRUCT MANHOLE 2 PER STD. DWG. 319 866.25, moi! o e w U in f - �, 32"E 0 - ____ ogy,P� O CONSTRUCT MANHOLE I PER STD. DWG, 318 Vf / CONSTRUCT TRANSITION STR.~3•`1'ER STD. DUG,33i N Coco y a, + of - co ti N ,� f & L-112.8 h q q ^130 t-4 E S S/O ow y y v\ Cj a� e _ LS75. 68' �� QUO�►�`� 1 �l�y °s / oa ry er b so L=76. 57 ' �O 3•` G, �_ N N ; L-254 . 35 r DESCRIPTION OF REVISION DATE CITY GO No. 42549 APPR. oti o h covo 7 0� r 2 CITY OF RANCHO CUCAMONGA to 25 , � �r Plan and Profile for East Overcook Driva 3 f of CA��° 40 0 40 80 Lines D. D-3, D4, D5, D6 and D-7 Etiwanda Avenue 1 . 40 :tole feet Tract No. 14139 OFF-SITE APPROVED BY CURVE DATA CITY ENGINEER R CTE. 24 953 DELTA RADIUS LEN G1 H 1 ANGENI - D E S I G N Z,�I�; RE C O M M E N U E U � I ,. U 45° 00' 00" 45. 00' 35. 34' ;18. 64' B.D. j KEITH ¢` 19° II' 17" 90. 00' 30. 14' 5. 21' DRAWN I COMPANIES '"'-� "' _ � �<. -_"00 SFiEE f \ 3 310 32' 00" 1040.00' 572.37' 283.64' B.C. &W y Alai,". ~ �� u OWN �* oF. 24- CHECKEU �/ � Gam, R.C.E. NO. 42549 DRAWING NO. CITY DATE 111D•QO ,JOB N0. 231003 y ; ig .� TRACT SHEET- OF BENCHMARK NO. 148-B { STANDARD BRASS DISK IN THE NW CORNER OF A 1 h 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE j U ^ CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE,, 66 FEET NORTH OF THE CAL OF HIGHLAND AND 24' EAST OF THE C/L OF I o F1,A15 ETIWANDA. An ELEVATION = 1432.612�5 lei , 19 WOO 000 i g o ,� 3. 0,pg dap 1 ,�� t •a z ' !s'. 4 P CB NO 4 61� I i o00 { C8 NO 5 i IAV .._.._ ._.._ ... _ 4 4 # _ co I I ao I�ee •��. 4 x jD9NTtCAL PIDINTS o t 1 1'' ° Q4I00) #44 = !d 85.7 �rvT Ki ) fi•3 0001 #q .,LINE 0-2" o0!( MINE D1 D42400P t 24" RCP> > -2000 40�� 100)-3;,7 CF$' S z z �' V C lmo) - !•t 9 Flys lb_ _..... 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