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1705-D
BE'�C:H MARK PROP. FS @ C.L. OF PIPE` 0 B.M. SPSN 01084 ELEV. 1013.469 BOLT TOP OF CURB N. SIDE "G" ST, E. OF C.'_.. DAY CREEK CHANNEL, END W'LY. DR. --0 5125 "G" ST., 0.9 MI. - _ ------------------- ----------------------:--- ----------- - �! �F ETIWANDA. ■ Z ■ i J 0 1160 U LA- 1160 \155 36 GPS ■ I S=0.3911 i EXIST. M.H. #2 ■ - L-------�----r._--- +-_ 5=0.0133 N t _ ..... .. . . . 4 .. RCP.- ........ ...... ..... . . ..... ,60 L EX 2 0' S �• I I PROP ------ ----------- -- < (S-0 0,0 2) Z- -- c> > -- w z NOD ? L.i >> A It C) o 86S CV ' W U Lo / Q + U '' + W tiL r7 J N d CL w z m Z 00p ,� + _ _. _ + 940.. 1140 �, � .. � ,. .. INSTALL 250.51 LF 24" RCP 1750 D 025 2.7 cfs, V=12.14 fps Y 3A. 1 -0 PROFILE SCALE 1"=40' HORIZ. 1"=4' RT 4 3 2 1 MILLIKEN AVENUE NOTE. CONTRACTOR TO VERFY LOCATION AND ELEVATION OF EXISTING UTLITES PRIOR TO CONSTRUCTION, CONTRACTOR ORA IN — L/r1/R ' " TO NOTFY ENGINEER OF DISCREPANCES ' N EXCESS OF 0.3'. 16�� SEE PRF-C15E _ _ r r- GRADI NG PL/�N FOR o N F'J��J �0 NEW STORM ORAIN N 0 5 \�J' • CONST. ON 5)TE 1 . 83+76.00-CL C.B. (2600-D) W=5', V=7' N30'32'10"W - - - - R/W�- - PROP CURB II i o o o - A cri o - w 06 - - - 8 F 88 89 N 83 ly a 87 -- - H - - - O Z U � U N89'27'50"E _ . w w 1 o0 1+00.00 CL c0 U N i31dM „'ii 131VM „')! N N Z. . _ o '`� M.H. # ------ ri - oU PROTECT EXIST 42" + ,+,� + STORM DRAIN IN PLACE 87+62.58 ARROW ` `' Q ( PER DRAWING 1513-D) =20+00.00 MILLIKEN S 7"Of?A# OA ®/V L®/VE ""A JwJv /�► F-� � <> W RC> uI rE CONSTRUCTION NOTES INSTALL 24" RCP STORM DRAIN (SEE PROFILE FOR D-LOAD) �—CONST. CATCH BASIN PER CITY STD. 300 r� SHOW SD MANHOLE FOR RCFc_RLNCE - CONST. MANHOLE NO. 2 PER CITY STD. 319 SAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 CITY DESCRIPTION OF REVISION DATE APPROVED 5' 6' 2.5' 2.5' 6' S' CONST. CONCRETE COLLAR PER CITY STD. 329 - SEAL �INSTALL 42" RCP STORM DRAIN (SEE PLAN VIEW FOR D-LOAD) CITY OF RANCHO CUCAMONGA _ J Z U Co- ®- REMOVE EXIST. CMP RISER oo m �2�O6 ��SOS �G G O--REMOVE EXIST. 42" CMP PIPE P��E'�/ STORM DRAIN IMPROVEMENT PLANS CD = 6`� �6, S es D� FREMOVE EXIST. CONCRETE COLLAR AND JOIN �O 1 K P � `° 0 '' " n '' " Co u Co U 9 " GRAPHIC SCALE ','�o + + + . � Q + _ + + T�, s ��, Off. �� �� —JOIN EXIST. 42 CMP PIPE y� �� � �� ARROW ROUT E 00 - c N 00 U M N C a � � 40 0 20 40 s0 1!0 � .. 00 00 JO CO CO00 Co Co 00 Co Co x NO. rn RANCHO CUCAMONGA CORPORATE CENTER W m. > L=5' L=7' ( IN FEET PARCEL MAP NO. 15295 ,.t .:. 1 inch 40 ft �'! CIY11• G o G >> >> CAH APPROVED BY DATE 0O �� � �,�6' 5���6' + U U U CURVE DATA CITY ENGINEER R.C.E. N0. 23889 _b. `L A. 0, rl, F `'� 6j `� S 0 ? � -? � Co 00 N N PREPARED UNDER THE SUPERVISION Olt DESIGN RECO O ��� "�� 0h �j�S 'O� ?j,�. ���� >� DELTA RADIUS LENGTH TANGENT a, � 5e,�.���O�L �, ��, l 1.24' S' 7' S' 00 0 P,4kbUF, RN LL S A$SOCIA"�` S. IIVC. t OC OC OC OC " Platnnrng • En�oring • Swvo '� SHEET so•oo 00 45.00 47.12 25.98 /v� r� DRAWN 151 KALMUS; DRIVE BLDG. M, SUITE 2 LOCAL DEPRESSION DETAIL Na. 1 LOCAL DEPRESSION DETAIL No. 2 (� COSTA MESA, CALIF. 92626 7 of CITY STD. 307 - CASE 'A ARROW ROUTE / SEE SHEET 3 SCALE: 1 = 10 CITY STD. 307 - CASE 'E' FOOTHILL BLVD. / SEE SHEET 5 SCALE: 1" = 10' H ARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241-32#'f- 432X ¢a DRAWING N0. 1705— D prv�ec.+ 5 he-e-+ I Z4 D;:: l GENERA L S TORI ORA IN NO 7-AFS G� O Q - ------- - - - ----------- ___ PROJECT AREA 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION, WITH SUPPLEMENTS, STANDARD PROVISIONS ISSUED BY AND FOR USE IN THE CITY Q Q FOOTHILL BLVD. 66 OF RANCHO CUCAMONGA ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT EF�0 CCS r�� SPECIFICATIONS. CIVIC CITY HALL 2. THE STANDARD PLANS AND/OR DRAWINGS LISTED HEREON SHALL BE CONSIDERED A PART o Q OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF Q Q CENTER DR. COMPLEX CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITHC��Db��DLi���23D ARROW ROUTE v THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CC2 L���D RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH cr FACILITIES ARE SHOWN ON THESE PLANS. v) 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING JERSEY BLVD. _ DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION. Q 0 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICES AT LEAST 3 WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION STAKING. R R TRACK 6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT, THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES CAL TRAINS GENERAL /VOTE_ S z NOT CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH - EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK = 6TH Q [STRAEET SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED MAY BEGIN IN OR NEAR THE STATE RIGHT-OF-WAY. CIVIL ENGINEER. 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM 7. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS TO THE LATEST STATE STANDARD PLANS do SPECIFICATIONS OR w OTHERWISE NOTED. AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS Y 8. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE OTHER THAN STATE STANDARDS MUST BE PRE-APPROVED AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THE PROJECT JUSTIFIED). m =� WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE 4TH STREET CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY RIGHT-OF-WAY. LINES AFFECTING THIS WORK. 4. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT-OF- V/G'/N/TY MAP 9. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. WILL BE DESIGNED BY A SOILS ENGINEER AFTER NATIVE SOIL NTS 10. PRIOR TO THE DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE. THE TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER SHALL BE USED IN THE DESIGN OF THE TRAVELED WAY, AND A TI THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. OF 7 SHALL BE USED IN THE SHOULDER DESIGN. THE 11. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATION OF THE EXISTING LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL DOWNSTREAM BOX PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR CONSTRUCTION MUST PROCEED FROM DOWNSTREAM TO THE UPSTREAM TERMINUS. ANY CHANGE APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL IN GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR SECTION. TO CONSTRUCTION. 5. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE ^/Q T10E TO CONTRACTOR 12. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONDUIT, OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT, EXCEPT WHERE CONTRACTOR PRIOR TO MAKING THE CONNECTION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CONS MUCTION /VOTES, STANDARD DRA WINGS QUANTITIES NOTED OTHERWISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING 13. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT THE FACE ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY OF THE CONDUIT. UNLESS NOTED OTHERWISE. DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION SHALL TO TY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE NO. ITEM UM 14. ALL A.C. AND P.C.C. REMOVALS SHALL BE SAWCUT. BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF 15. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASES ON THE ASSUMPTION THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN-OUTS AND CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 48. NOT USED -- -- STANDARD NUMBER 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE WITHIN THE STATE'S RIGHT-OF-WAY FOR FUTURE MAINTENANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 49. INSTALL 54" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 613 CONDUIT PLUS 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED OF THE OWNER OR THE ENGINEER. 50. INSTALL 60" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 1,130 STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE AT NO COST TO THE STATE. 51. INSTALL 18" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 258 CITY ENGINEER. 7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 16. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING BE PROTECTED OR SHALL BE REFERENCED AND RESET SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE 52. INSTALL 24" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 1,642 CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY THE CONTRACTOR UPON PURSUANT TO BUSINESS AND PROFESSIONAL CODE, SECTIONS LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE 53. CONST TRANSITION STRUCTURE PER CITY STD. 336 EA 1 APPROVAL OF THE ENGINEER IN CONFORMANCE WITH SECTION 306-5 OF THE STANDARD 8700 TO 8805 (LAND SURVEYS ACT). CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 54. INSTALL 36" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 247 SPECIFICATIONS. 8. THE PAVEMENT SHALL BE SAWCUT 2' MINIMUM FROM THE EDGE GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 17. TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN TO OF PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR 55. INSTALL 48" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 1,004 CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. PARALLEL TO THE STATE HIGHWAY CENTERLINE. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES 56. CONST. CATCH BASIN PER CITY STD. 300 EA 8 18. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS, AS 9. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 57. CONST. MANHOLE NO. 1 PER CITY STD. 318 EA 3 SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, 58. CONST. MANHOLE NO. 2 PER CITY STD. 319 EA 11 CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL 59. CONST. CONCRETE COLLAR PER CITY STD. 329 EA 2 EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FIELD PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE 60. CONST. BRICK AND MORTAR PLUG IN LATERAL EA 8 CONDITIONS. THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 61. INSTALL No. 2424 BROOKS BOX W PARKWAY GRATE EA 2 19. THE VALUE OF V IS THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP 10. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN OF CURB TO INVERT OF CONNECTOR PIPE. THE FIELD BY THE STATE'S REPRESENTATIVE. 62. REMOVE EXIST. S.D. FACILITY AS SHOWN LF 550 20. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT 63. CONST. MANHOLE NO. 4 PER CITY STD. 321 EA 3 CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION SHOWN ON THE PLANS SHALL BE REMOVED FROM THE * 84. CONST. JUNCTION STRUCTURE No. 4 CASE 1 PER CITY STD. 333 EA 2 OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. SURFACE ELEVA T/ONS NOTE: THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL 12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR Zj� 65. C0,6-F, -sur 7 LF 6 BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL THE TOP OF GRATE, TOP OF CURB, FINISHED SURFACE AND RIM ELEVATIONS INDICATED 66. SAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 SF 17,500 21. THE CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE. (GENERAL ENGINEERING BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED ON THE PROFILES AND PLAN VIEWS SHALL BE VERIFIED AGAINST THE STREET IMPROVEMENT 87 1 CONST. Tt2A>\k r fi �Lcr �� 334 Ems. 1 CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW IN THE FIELD BY THE STATE'S REPRESENTATIVE. DRAWINGS, AS APPROVED BY THE CITY OF RANCHO CUCAMONGA. THE VALUES FOR 'V' AT (CALIFORNIA BUSINESS AND PROFESSIONS CODE. SECTION 7000 ET SEQ) AND RULES AND 13. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE THE CATCH BASINS SHALL BE REVISED AS NEEDED TO REFLECT THE TOP OF CURB REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE ELEVATIONS PER SAID APPROVED STREET IMPROVEMENT DRAWINGS. 22. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS. DRIVEWAYS AND OTHER EXISTING CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE SAME ELEVATIONS AND MANUAL, AT NO COST TO THE STATE. LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. 23. THE CONTRACTOR SHALL POTHOLE TO VERIFY AND DETERMINE THE EXACT LOCATION AND DEPTH OF UTILITIES. AFTER THE EXACT LOCATION OF A UTILITY HAS BEEN DETERMINED, THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO CLEAR THE /INDEX OF SHEETS UTILITY. 24. WHERE A CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 0.10'/1' OR DIFFERS IN SHT DESCRIPTION DIAMETER FROM THAT OF THE EXISTING PIPE, THE USE OF A CONCRETE COLLAR AS PER � �OWDev ro« � A0W 7PW Lo� : LEGEND ABBREVIA TIONS STANDARD DRAWING 329 SHALL BE INCORPORATED. - - -- - 1 TITLE SHEET 25. IN CONFORMANCE TO THE STATE CONSTRUCTION SAFETY-ORDERS, DIVISION OF CALTRANS - - - - - - - - - - - - - - - - - - - (909) 383-4561 -- EXIST. PARCEL LINE PROPOSED CATCH BASIN FG FINISHED GRADE 2 INDEX MAP INDUSTRIAL SAFETY, THE CONTRACTOR SHALL SUBMIT SHORING DRAWING TO THE CITY CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIST. 8 EXISTCURB TG TOP OF GRATE 3 STORM DRAIN IMPROVEMENT PLAN-MILLIKEN . ENGINEER FOR APPROVAL. 464 W. 4TH STREET, 6TH FLOOR -----------� 26. CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO THE START OF SAN BERNADINO, CA 92401 PROP. CURB ONLY -- BOUNDARY/PL TC TOP OF CURB 4 STORM DRAIN IMPROVEMENT PLAN-MILLIKEN CONSTRUCTION. (1-800-422-4133) -- - -- - CENTERLINE FL FLOW LINE 5 STORM DRAIN IMPROVEMENT PLAN-MILLIKEN GENERAL TELEPHONE - - - - - - - - - - - - - - 1-800-483-3000 PROP. CURB & GUTTER FS FINISH SURFACE 6 STORM DRAIN IMPROVEMENT PLAN-FOOTHILL SOUTHERN CALIFORNIA EWSON CO. - - - - - - - - - -1-800-655-4555 _ - - - TOP OF SLOPE HP HIGH POINT 7951 REDWOOD AVENUE PROP, GUTTER 7 STORM DRAIN IMPROVEMENT FONTANA, CA 92336 __---------- - __ - - LP LOW POINT 8 STORM DRAIN LATERALS PLAN-MILLENNIUM TOE OF SLOPE EXIST. STORM DRAIN____________ P PAD ELEVATION - SOUTHERN CALWORMA GAS 00- - - - - - - - - - - 1-800-427-2200 RES. FF FINISH FLOOR ELEVATION 216 N. EUCLID AVENUE 1-800-427-2000 COMM. F I EXIST. CATCH BASIN .-....... EX. CONTOUR ONTARIO, CA 91762 GB GRADE BREAK� EXIST. SEWER 10? CUCAMONGA COUNTY WATER DISTRICT - - - - - - - - (909) 987-2591 PROP. CONTOUR BVC - BEGIN VERTICAL CURVE 9641 SAN BERNARDINO ROAD EXIST. WATER LINE EVC - END VERTICAL CURVE RANCHO CUCAMONGA, CA 91730 EXIST. POWER POLE 27, RATE/FLOW - EXIST. STREET LIGHT INV.-INVERT ELEVATION �ETROPouTAN WATER DISTRrcT - - - - - - - - - - - (909) 593-7474 -L- EXIST. SIGN Underground Service Alert 700 N. MORENO AVENUE SW - STEM WALLc,T- a .� EXIST. FIRE HYDRANT DF -DEEPENED FOOTING 1'Zye3 LA VERNE, CA 91750 ft , CALL BEFORE YOU DIG CABLE TV - - - - - - - - - - - - - - - - - - - 909) 880-0220 EXIST.-EXISTING CALL-TOLL FREE CHARTER COMMUNICATIONS CORP. FAX: (909) 880-0230 EX.-EXISTING Q �s BvII,T SWGt��s.7ul�G RLOGlLS ?�9(O 4240 N. HALLMARK PKWY O.C.-ON CURVE DISTANCE � APDED PC 2> T-R&NS• STTzucT. L1 n1 e= 8-5 - 51-Ir-7 Z t4 L-14 00 -800 T.S.-TRANSITION STRUCTURE r O ofly IIl4 422-4133 DESCRIPTION OF REVISION DATE APPROVED PREPARED UNDER THE SUPERVISION OF: CITY OF RANCHO CUCAMONGA TWO WORKING DAYS BEFORE YOU DIG r STORM DRAIN IMPROVEMENT PLANS AYWARD PARDUE R.C.E. 42758 DATE RANCHO C U C A M O N G A PREPARED FOR SOL8 ENC*41IFER BASIS OF BEARINGIS BENCH MARK SEAL CORPORATE C E N T E R PARCEL MAP No. 15295 CATELLUS DEVELOPMENT CORPORATION SOUTHERN CALIFORNIA GEOTECHMCAL THE BEARING OF NORTH 00'23"'36" EAST OF S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 FE881 THE CENTERLINE OF CENTRAL AVENUE AS PER A 1" BOLT TOP OF CURB N. SIDE "G" ST. Q�K p APPROVED BY nn DATE C - RS 80 36, RECORDS OF SAN BERNARDINO 500'+/- E. OF C.L. DAY CREEK CHANNEL; �� b CITY ENGINEER Y�������� R.C.E. NO. 23889 4000 WESTERLY PLACE, SUITE 200 1260 NORTH HANCOCK STREET, SUITE 101 COUNTY HAS BEEN TAKEN AS THE BASIS OF 1' E. END WILY. DR. TO 5125 "G" ST., 0.9 MI. r� Gtr DESIGN NEWPORT BEACH, CA 92660 ANAHEIM, CALIFORNIA 92807-1951 BEARINGS FOR THIS MAP. W. OF ETIWANDA. w ",.„ T� RECOMM DED (714) 777-0333 ` 06�' WMM � PA UE, �bR LLl'I�SOCIA S, INC. JERRY MCKEE (949) 251-2366 AS3 31-x4 DRAWN P140ho . Ct • EnQlneering • Surveylin9 SHEE bwb I-710s-D, 151 KALMUS DRIVE BLDG. M, SMITE 2 7,1 , COSTA MESA, CALIF. 92626 1 OF 8 }{,�iy dip P,d2DUE R.C.E . 42-158 c'� CHECKED _... DRAWING NO. �xP. 3-31-04 (714) 241-3400241` `3432�a AX 1705 -D >r FOO HILL BOULEVARD W P�1 F�C�L 2 )=A RCL. 4 J=AF?CEL S l z W W Q W F'AF?C�L 7' a P�1 F"�C�L 3 s: FlAF?C X. X k CENTU } Y - CO U RT --- - MILLENNIUM COURT i W SHEET 7 w111" �Z P�1F�CE"L b PA F?CE'L yy 1 PAF?C-F'L -1d "$ W 81 z W a P�1 F?C�L, 12 J=AF?CrL y3 a` J J l i 0 r-r .. __. ... _._ _.... ... .... ARROW ROUTE CITY GRAPHIC SCALE DESCRIPTION OF REVISION DATE APPROVED 200 I 100 200 '°° °00 PREPARED UNDER THE SUPERVISION OF: - a CITY OF RANCHO CUCAMONGA 1 incIN h FE200 it. x _ STORM DRAIN IMPROVEMENT PLAN HA ARD PARDUE R.C.E. 42758 DATE 'N E X M A P RANCHO CUCAMONGA CORPORATE PARK PREPARED FOR SOIL-8 EN(XNEER BASIS OF BEARINGS BENCH MARK SEAL PARCEL MAP NO. 15295 3.469 FEBS� CATEL.LUS DEVELOPMENT CORPORATION SOUTHERN CALIFORNIA GEOTECHMCAL THE BEARING OF NORTH 00'23"'36" EAST OF A 1" BOLT TOP OF CURB NS.B. CO. B.M. SPSN 01084 ELEV.SIDE "G" 101 101 Q�° APPROVED BY DATE N. THE CENTERLINE OF CENTRAL AVENUE AS PER K P RS 80/36, RECORDS OF SAN BERNARDINO 500'+/- E. OF C.L. DAY CREEK CHANNEL; b '� CITY ENGINEER R.C.E. N0. 23889 4000 WESTERLY PLACE, SUITE 200 1260 NORTH HANCOCK STREET, SUITE 101 COUNTY HAS BEEN TAKEN AS THE BASIS OF 1' E. END WILY. DR. TO 5125 "G" ST., 0.9 Mi. �� G� NEWPORT BEACH, CA 92660 ANAHEIM, CALIFORNIA 92807-1951 BEARINGS FOR THIS MAP. W. OF ETIWANDA. a DESIGN � .;k RECOMM ED (714) 777-0333 p' 42768 �? PA� UE, ` �RNLL & Xt980CIA S, INC. JERRY MCKEE (949) 251-2366 DRAWN PIAnnIng +► rEnglneering • Surveying SHEE �y► �r 151 KALMUS DRIVE BLDG. M, SMITE 2 , COSTA MESA, CALIF 9206 2 of 8 CAL CHECKED (714) 241-3400 #1- 432 ` AX DRAWING NO. 1705-D 5 k 4ek-t' --�c o 1= BENCH MARK ........... .......... .... .......... ..... .......... q .......... ........... NOTE CONTRACTOR TO VERFY LOCATION ....... . ........ ........... ................................ .............. .......... ........... .......... S.B. CO. B.M. SPSN :01084. .......................: : .. - . . ELEVJ 1013.469 ........... : _ i__ ........... .......... AND ELEVATION OF IDMTING UTILIT6 ........... ........... 0_ t �m -d ....... i : A I" BOLT TOP OF: CURB N. SIDE G" ST. 0 : . :........... ........... ....... . ...... .......... ............... C Cir .......... ..................... .......... ........... ........... ..........: .................... ........... ...... OF C.L. IDAY CREEK CHA PRIOR TO CONSTRX OA 50014- E. ... ......... .......... ........... i .... ........... ...... ........ . ......... ... ........... ............ ...... E. , END WLY. DR. 1TO 5125 "C ST., :0.9 ,M: ........... ...... ....... .......... ........... .......... ............ TO NdTFY DMEER OF' DISCRIEPANCES 0: W OF ETIWANDA. . .. ....... . ....... . ..... .......... E ...........a .......... . ....... ........... 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J.S. #4 ---------------------- :12" WATFP OTE: FROM STREET STATIONS 20+77 TO 25+97, THE ccWi*A&fbR 1171.0 TG WATFQ HALL REMOVE AND RECONSTRUCT THE MEDIAN CURB AS NEED WEDERIN-11\ 27 E PROCESS OF REMOVA TORM DRAIN. H E N83'1 3'59"E-1 4.75' OSSIBLE, CONTRACTOR SHALL PROTECT IN PLACE THE MEDIAN CURB TO THE SAlSFAClMN OF THE CITY INSPECTOR. 05 -LINE "A__ 1 (SEE SHT 8 FOR PROFILE) REMOVE EXIST 48'F RCP 25 .......... 21 22 23 1 24 0 ...... .. ....... I__- ------- - ..... ....... ...... ..... . ..... .............. ............... ......... . ....... ............ PC P PROTECT EXIST 2 47_,�, C) LATERALS IN PLACE 85+01.89—EC REMOVE EXIST M.H, co -27+41.52 (EX. LATERALS PER ST STA 0 DRAWING 1513--�D) CL C13 - W=5', V=6'* GRAPHIC SCALE .................. .. .... N54*4639"E-10 39' 40 0 20 40 80 87+36.89 dL M.H.I V4 I I I I I I I ------------ 41A(e RNM EXISTING M.H. Dl--60 f IN FEET 4:: D2=60" N66*04'08"E-34 15' F---'J\,IJ 1 inch = 40 ft. 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FACILITY AS SHOWN F44innIlngf Engtneering e Surveying DRAWN SHEEt' )--CONST. MANHOLE NO. 4 PER CITY STD. 321 151 KALMUS DRIVE BLDG. M, SUITE 2 4 BROOKS NO. 2424 CATCH BASIN (Y--CONST JUNCTION STRUCTURE No. 4 (CASE 1) PER CITY STD. 333 3 OF 8 COSTA MESA, CALIF. 92626 2 NOT TO SCALE WSAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 HAYWARD PARDUE R.C.E. 42758 DATE (714) 241-3400 241-3432FAX DRAWING NO. VATION NOTE ON SHEET 1 1705- D BENCH MARK .......... ...........1 ...... ............... .................... ....... 1 12+07.51 C p S.B. CO. B.M. SPSN :01084 ELEV. 10 13.469 ............... ......... ...... ........ . ..................... .......... ..................... q ........... ................ .......... ....... PROP. 'iV: C.L: .... ..................... ........... ..... 1185.6 RIM - TOP OF: CURB N. SIDE G" ST BOO A I ........... .................... ..................... .......... .......... ..................... ........ ...... 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CL CB-W=1+5'., V=5'* CL MANHOLE ST STA-32+94.40 69+9248 N 59'1 4'38"E-43.61' CL CB-W=5', V=6' MANHOLE DATA: OLE A=30* LINE "B" 76+43.04 �Lwlk ""A-4 B=54" N60'44'24*E-43.34' N75*17'05"E-9.33' (SEE SHT 8 FOR PROFILE) F�CjE� CL MANHOLE C=7.6 LINE "A-6" D, =36 ' jf7-lj\ F?C D2=54" (SEE SHT 8 FOR PROFILE) j -]75_ N74*52'04"E-9.33' R=1172.33 �,V;;; I.ovc S=1172.30 CA-CC." q34S 0 T/_ 7 CURVE DA TA MLLENNIUM COURT 0 DELTA RADIUS LENGTH TANGENT q:., 0 14-35'46" 2420' 616.50' %S TORM ADRA 11V L /A fL= YYA Yy r_C-V(SE1> LINJE� A-3 FO?- 1=-XJS-r UTILrr ( (_0qPLtCT-- 1 309.93 -11'52" 2380 465.14' 233.31' CITY m I Lm L� I F< m A& Nr V= DESCRIPTION OF REVISION DATE APPROVED BEAL 71 "n Tes ESS, CITY OF RANCHO CUCAMONGA I)DEFMC CONC,. 10 MMOVAL_ I STORM DRAIN IMPROVEMENT PLAN ?_F_�M f:0 Z[Ej2$ 7-) CLPV- SrE-r--L_ 'ir S"<mNV 7Z- &-INSTALL 54" RCP STORM DRAIN SEE PROFILE FOR D- (b( INSTALL 60" RCP STORM DRAIN SEE PROFILE FOR D- \i,'rm mew C01j STV-L� MIL.L.IKIEN AaL V V=N U IE id ............ 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VATION NOTE ON SHEET 1 (714) 241 32-" AX 1 705- D + BENCH MARK .... ........ .......... . ..... .. .............. ........... S.B. CO. B.M. : SPtN 01684: ELEvl . .......... .......... 1013.469. ............ .......... .......... . ....... ........... .......... p ........... .... . ..... ........... ....... .... ..... . .... w ..................... ........... ........... ................. ................. U SIDE ST. N. a A I" BOLT TOP OF; CURB ...............4._ i ........... .......... ....... ........... 500' E; OF G. .... ........ ..... OP. .11�s : i._C�L�i_ ........... .... ...... ............. i 0 ................ ...............i_ . i ,.;, - .1 --11 i .......... ........... PIPE L. �AY MEEK CHANNtL, C + 0 w w ........... ... ............ ... . ......._ i .1.1 : ............... ..................... .. ...... in 0 - 5 "G", ST.. :0.9,,ml., .......... r ... ........ 1' E. . END WLY. DR. ,TO 512 00 W. OF ETIWANDA. 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CO. B M. SPSN -1 43. < a e . . .. _ _. _ <. a e a : . ..a __ _ 008 ELEV.: 1 : -i : E i - p. r . � A1 OTTP ' , _< a e. a _. B : a : I CHANNEL, :a . _ o `...._5'00 + CREEK„ .. ..< . - R. 1 >_ ._ _ i e ST,_ 0 _�_ ] E. END W'LY. D TO 5 25 G 9 ML W. 0F TIWA a ... ... E DA. ; . ; . e ._ . e- a - : a . a I4`13F� F' C� _, a . z e v .. ....... e < < _....... -.- 2 E _ N + ��� . 1 _ p _ f .,•r �.. a >_ < e tt i r N , ' 6 Y R ...: ............ ' I - . J i I i 3. ..... .... ..... .. — — a e. i.. <.. .. a. :. ... _ .. e........... ... .... '.. s. I ; n _ e p .. e e < e , NGL .�+ i Q 5 - - : �� a a a _ p .. . _. .. : 1 a . a e .----_.�_.-.._._ ..... .. . ........ ........ _ .. ..... ....-.._ .. _ _ _ ... _. _ 120 _ — -- _-. _ . .-._ _.. . ...— _. _ _ t 12ac _ - _�_ 0 4 0. - I - ..... .. .... _ !. ; W r _ I 3S_0:008 < . < ....... ; 1 < . 0 e p_. a i < Q 1 18.7 cfs : 3 r :. ...: a. 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MANHOLE N0. 2 PER CITY STD. 319 PREPARED UNDER THE SUPERVISION OF: DESIGN RECOMMENDED PA bur=, -0RNV0V L & SOCIAS, INC. DRAWN Fn4nniny • Englnee►ring • Surveying SHEET .o C, 151 KALMUS DRIVE BLDG. M, SUITE 2 6 OF 8 COSTA MESA, CALIF'. 926126 SAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 HAYWARD PARDUE R.C.E. 42758 DATA CHECKED M.. (714) 241-3400FAX DRAWING N0. 241 8432 * SEE SURFACE ELEVATION NOTE ON SHEET 1 1705— D �'ro� �c-� Sl��c.E-t • ��- GF• IBENCH MARK .. .. . ..... ...... ............. ........... ..................... .......... . ..... ................... .......... +51.4 : 5 Jm. :SPSN 01084� ELtV.; 1013.469 1 CL S.B. COi B .. .. ....... ...... .......... ........... ... ......... ....... .............. .......... ........... . .........: ........... ........ M q 1193.9 R I A 1 B&T TOP OF CURB N. Sibt ...... ....... ... ............... ...... .... ........... .......... 500'4-/-: El OF C.L. 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PLUG N13*37'29E-80.32' N46*35'54"E-48.32' NOO*19'55"E-33.00' LINE 0`13-5" ffl_7/w� PP13-3 ft FILE) (SEE SHT 8 FOR PROFILE) Ll -4 7+04.524,''�� ST STA 19+40.12 (SEE SHT 8 FOR PROFILE) CONST. LU CONST. PLUG-\\ 2+28.92 7- N28*18'55E-45.41' 0 0 (�7 CONST. PLU LINE #13-2" 15 17 20 1 22 C - - -- --- --- - - - - - -_ - - - - -(SEE SHT 8 FOR PROFILE) <, SEWER 16 �9_ WF Ai 14 3.25' i i ------------ 14 ST STA 11+03. 5 6 7 9 1 12 0.C B 5 \&A C.L. C.B. W=3.5', V=5' 14+15.55 7+88.50 10+57.61 13+35.00 O-C-ONST. PLUG 5+51 41-Fr CL MANHOLE CL MANHOLE CL MANHOLE PRIVATE NO *07'0 'E-23.77' CL MANHOLE LINE 5 Ll E # -1 Vol A 3+31.84-BC FOR ROFILE) CURVE DA TA DELTA RADIUS LENGTH TANGENT -711 CL M NHOLE +1 CL J.S. 4- 60-00'00" 45.00' 47.12' 25.98' 14-48'01" 850.00' 219.57- 110.40- 1+58,71-R(, NOTE: ALL 45.00' RADIUS PIPE SHALL BE BEVELED C rj P) =1+00.00 LINE "B" S TORM DRA IM�, L IIVH "R ConST jr 72+16.97 CL INT 44tr +4<---> MILLIKEN AVE. 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MANHOLE NO. 4 PER CITY STD. 321 (mor,>lFIE:D TD ACZEFT LL & AI390 Pji4ibtJr= RM CIA+kS, WJC. ezZ�z DRAWN *nningi * Engineertng Surveying C.00 ST, T7AfJG STP_LXrUZG_: G I T Pill SHEEi6/ 151 KALMILIS DRIVE BLDG. M, SUITE 2 ff-' SAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 -------- 6 ------------ OF 8 COSTA MESA, CALIF. 92e26 DRAWING NO. HAYWARD PARDUE R.C.E. 427W DATE CHECKED (714) 241-3400 '241-343 AX -SEE SURFACE ELEVATION NOTE ON SHEET 1 1705- D