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HomeMy WebLinkAbout3516-1GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. -ir 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK", THE CONTRACTOR SHALL EP SA NF CT TO THE C/TY ENG/NEER FOR RESOLUTION C.�. T012 D 1NA f ITSF1170/1 YRTEL OR T /D CO L I 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C/TY ENGINEER."" 4 ADVANCE CONSTRUCT/ON SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENT/NG DETOURS. 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECT/ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED/TION V649 f'"Op"i V 604e2 d IH PIZ AGENCY AUTHOR/ZATION.-CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRIVATE ENG/NEER'S NOT/CE TO CONTRACTOI��S: PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCT/ON. _ 16 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES W/THOU T PR/OR NOTIFICATION TO THE C/TY ENGINEER. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT THOSE 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR, MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE THE CONTRACTOR SHALL NOT/FY THE ENGINEER ONE WEEK PR/OR TO CONSTRUCT/ON SO THAT TIES TO UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. DRAWINGS. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RES/DENTS FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS AND EMERGENCY VEHICLES. PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO NORMAL WORK/NG HOURS AND THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED /N CONNECT/ON WITH ADEQUATE WATER/NG, AT ALL TIMES. THE PERFORMANCE OF WORK UN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG/NEER. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PRIOR WRITTEN APPROVAL. ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK�y_ 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. TOP b F STxUCTURAL RVM'T, S Ut3GRA CSE 22 A GEOTECHNICAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORK/NG OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY IS j L� OB TAINED. Irl SLOPE OR fl ATTER 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET �� OR ADEQUATE SHORING IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY 11 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 909 -COMPACTED NATIVE BACKFILL 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EX/STING CONCRETE. ��o'' MAX. SIZE GRANULAR BEDDING FROM 1���/ l i 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY SELECTED TRENCH SIDE ENGINEER. MATERIAL (1" MAX. SIZE). 26 PR/OR TO CONSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE EXISTING FAC/LIT/ES, AND VER/FY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECT/ONS TO EX/STING FACILITIES DOES NOT IMPLY N Y CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27 /F EXISTING UTIL I T/ES OR ANY OTHER FA CIL I TIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENG/NEER AND ALL AFFECTED AGENCIES IMMEDIATELY. / 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. �l 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. STORM DRAIN P/PE 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER, 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENGINEER. 34 MIN/MUM D -LOAD FOR STORM DRAIN PIPE IS 1350. p REV• 0 TOLL FREE-*- ° 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT o UNLESS O THER W/SE DIRECTED BY THE C/ T Y TRAFFIC ENG/NEER. C/T Y OF FON TA NA UT/L I T Y NO TIF/CA TION L /S 1 7 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER CITY OF FONTANA PACIFIC BELL CO. _8" TRAFFIC CONTROL DEV/CES AT ALL TIMES. ATTIC, CARLOS NAVARRO ATTIC- NORMA GU/LLOT 2 OF 14 STORM 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FONTANA, CA 92335 SUITE 180 Q)Q FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. (909) 350-6632 ANAHEIM, CA 92807 /,L,j 4 T r (714) 666-5401 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TVI 7 OF 14 BY SHORING, SLOP/NG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF ATTN: GREG GASPAR ATTN• JACK HAYES 1205 8 OF 14 THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET VALLEY BLVD. 1 16231 DUPONT AVENUE ONTARIO, CA. 91761 TR 16427 SHALL ALSO BE GUARDED' WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. FONTANA, CA. 92335 (909) 390-4738 10 OF 14 STORM (909) 428-8411 IMPROVEMENT LINE "D" TRENCH SIDE MA TER/AL FOR PIPE STORM EMERGENCIES: (800) 427-2200 �-� 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A DRAIN VER/ZON TRENCH DETAIL SEPARATE PERMIT FOR THAT PURPOSE. SO. CALIFORNIA EDISON COMPANY ATTIC• STEVE HOCK 14 OF 14 STORM 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. 11 THE LOCA TIONS OF UT/LIT/ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT FONTANA, CA. 92335 POMONA, CA. 91766 SIERRA LAKES PKWY. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND (9091 820-5598 - UNDERGROUND (909) 469-6327 ELEVATION OF ANY EX/ST/NG UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY THE CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 TWO WORKING DAYS (9091 357-6233 - DISTRIBUTION ATTN. MICHAEL J. Mc GRAIN BEFORE EXCA VA TION. 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC ATTN.• BASIL J. FABR/ZIIO 823-5046 WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES (909) 463-9580 WEST SAN BERNARD/NO WATER CO. SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORKAROUND THEIR FACILITIES. UNDERGROUND SERV/CE ALERT ATTN.- LON TSAI (800) 422-4133 855 W BASELINE ROAD 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MA IN VALVES WITHOUT APPROPRIATE RIALTO, CA 92377 AGENCY AUTHOR/ZATION.-CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRIVATE ENG/NEER'S NOT/CE TO CONTRACTOI��S: PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCT/ON. _ 16 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES W/THOU T PR/OR NOTIFICATION TO THE C/TY ENGINEER. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT THOSE 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR, MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE THE CONTRACTOR SHALL NOT/FY THE ENGINEER ONE WEEK PR/OR TO CONSTRUCT/ON SO THAT TIES TO UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. DRAWINGS. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RES/DENTS FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS AND EMERGENCY VEHICLES. PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO NORMAL WORK/NG HOURS AND THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED /N CONNECT/ON WITH ADEQUATE WATER/NG, AT ALL TIMES. THE PERFORMANCE OF WORK UN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG/NEER. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PRIOR WRITTEN APPROVAL. ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK�y_ 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. TOP b F STxUCTURAL RVM'T, S Ut3GRA CSE 22 A GEOTECHNICAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORK/NG OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY IS j L� OB TAINED. Irl SLOPE OR fl ATTER 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET �� OR ADEQUATE SHORING IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY 11 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 909 -COMPACTED NATIVE BACKFILL 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EX/STING CONCRETE. ��o'' MAX. SIZE GRANULAR BEDDING FROM 1���/ l i 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY SELECTED TRENCH SIDE ENGINEER. MATERIAL (1" MAX. SIZE). 26 PR/OR TO CONSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE EXISTING FAC/LIT/ES, AND VER/FY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECT/ONS TO EX/STING FACILITIES DOES NOT IMPLY N Y CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27 /F EXISTING UTIL I T/ES OR ANY OTHER FA CIL I TIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENG/NEER AND ALL AFFECTED AGENCIES IMMEDIATELY. / 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. �l 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. STORM DRAIN P/PE 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER, 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENGINEER. 34 MIN/MUM D -LOAD FOR STORM DRAIN PIPE IS 1350. p REV• 0 TOLL FREE-*- ° 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT o 6" MIN. SUMMIT AVE. INDEX OF SHEETS -D MAX 11 _8" 1 OF 14 _ o p 2 OF 14 STORM o IMPROVEMENT LINE "C" 6 STORM 5 _ r. Zk It Q)Q rZ16427 Q IMPROVEMENT LINE "C" /,L,j 4 T r 'rte J 6 OF 14 STORM DRAIN IMPROVEMENT LINE "B" 7 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" 8 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" TR 16427 STORM DRAIN IMPROVEMENT LINE 'A" 10 OF 14 STORM GRANULAR BEDDING FROM SELECTED IMPROVEMENT LINE "D" TRENCH SIDE MA TER/AL FOR PIPE STORM 10' OR GREATER /N DEPTH USE �-� 12 OF 14 1/2 CRUSHED STONE BEDDING. DRAIN RCP TRENCH DETAIL STORM NOT TO SCALE REVISION DESCRIPTION t�MOIO PWC- M&T7G+s`Cr I&4,27-3 i -4 GNI-y REUDW&-FO's TRA' Ita ZM5ONIL.,I REL. Dw Cj, FOR TAAcl 16,4Z7�(L.y 9EV. sqr. 1, 2, � 3 &5 stto�rN R&V, R CP TEENC.0 DETAIL w J Q U co O F— O z ' 15 6 17 , 18 j 13 2f1 2� i 3LY31 32 `~ j " 4g 50 151 52 53 54 € 55 5S 57 !, E 48 _.ARIiLZiWCE . LINE ,tD -- 1 I 114 i 20 27 m 33 �. 47 21126 34 j 46 145 i 44 43 421 41 59 ! € 25 35 j 33 34 35 36 137 38 l .J9 40 �" 60 $ r12 35 11 1 23 24 _ 3.5 ( # # �. 61 t Q_ � � � i wm. ►7 S,T VICINITY MAP 10, 4 SUR .. . 70P TdNEr _ .. � _ 62 s - 4 j ! � PARK � � ,� „ � S T. I.9 "_. s3. y SNOT TO SCALE --� I ;LINE A I _ I y� 43 41 4©, 39 ! 3� 14 r 17 # 8 19 29 21 27 2,' ; 25 64 CONSTRUCTION NOTES QUANTITIES W 14 1 16 17 18 i 19 20 21 22 23 12465 7 � 44� 11 � 12 � 13 s _ $66 6 45 1 CONSTRUCT 36" D/A. R.C.P. D -LOAD PER PROFILE. 2 1794 L.F. f7241~ 5 I 461 10�BUCK� POINT LANE 67 l 47i- 1 68 O2 CONSTRUCT JO" D/A. R.C.P. D -LOAD PER PLAN. 1016L. F. 2 SUMMIT AVE. INDEX OF SHEETS SHEET 11 I f0 1 OF 14 TITLE SHEET 2 OF 14 STORM �8 IMPROVEMENT LINE "C" 6 STORM 5 _ r. Zk It Q)Q rZ16427 Q IMPROVEMENT LINE "C" /,L,j 4 T r IMPROVEMENT LINE "B" 6 OF 14 STORM DRAIN IMPROVEMENT LINE "B" 7 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" 8 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" TR 16427 STORM DRAIN IMPROVEMENT LINE 'A" 10 OF 14 STORM DRAIN IMPROVEMENT LINE "D" 11 OF 14 STORM CURTIS AVE. �-� 12 OF 14 STORM DRAIN IMPROVEMENT DETAILS 13 OF 14 STORM DRAIN IMPROVEMENT DETAILS 14 OF 14 STORM DRAIN IMPROVEMENT DETAILS J SIERRA LAKES PKWY. VICINITY MAP 10, 4 SUR .. . 70P TdNEr _ .. � _ 62 s - 4 j ! � PARK � � ,� „ � S T. I.9 "_. s3. y SNOT TO SCALE --� I ;LINE A I _ I y� 43 41 4©, 39 ! 3� 14 r 17 # 8 19 29 21 27 2,' ; 25 64 CONSTRUCTION NOTES QUANTITIES W 14 1 16 17 18 i 19 20 21 22 23 12465 7 � 44� 11 � 12 � 13 s _ $66 6 45 1 CONSTRUCT 36" D/A. R.C.P. D -LOAD PER PROFILE. 2 1794 L.F. f7241~ 5 I 461 10�BUCK� POINT LANE 67 l 47i- 1 68 O2 CONSTRUCT JO" D/A. R.C.P. D -LOAD PER PLAN. 1016L. F. 48 s 7 1 6, 7,8 771 76 75 1 74 1 73 172 71 70 69 3 CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. 2397 L. F. Y 49 1 1 2 3 t 4? 5 �; �w set ' 60 161 62 163 1 64 1 65 66 1 671 68 % „ 69 4� CONSTRUCT 18 D/A. R.C.P. D -LOAD PER PROFILE. 315L.F. s'- - -- CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2. SEE SHEET 14 33 E.A. SN' EAK E 59 t 70 60-- CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 322-1. SEE SHEET NO 13. 4 E.A. 12 0 85 # 84 I I i 0 58 R ' 75 74 1 73 72 71 83 $2 1 81 8 76 • s5 �. A ,., - tet;. -- i- - - ` - (7D— CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1, SEE SHEET NO. 14. 4 E.A. 87 50 51 52 53 = 54 55 57 -3 77 78 79 80 87 82 !r' ° �, il)� CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 331-2, 12 E.A. s. 1 J �o, J-r� `� # SHT? 6 s3 SEE SHEET N0. 13. 13� --ROCK- DINT LANE- � -� IX .�- 84 CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 321-1. SEE SHEET 14. 9 E.A. I Q I ` 14 I �, 10 CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 320-1. SEE SHEET 13. 5 E.A. -® # 30 89 1 88 871 86 \ 85 O 1 QO { 99 98 97 96 3, _ 9_ 3 93 92 ; 91 E „ ` 11 CONSTRUCT CONCRETE COLLAR PER A.P. W.A. STD. PLAN 380-2. SEE SHEET 14. 3 E.A.Z EA - -� 17 ;,8 »9 I 2 212 23 # 24 I 25 ; 26 i 27 ; 28 29 30 31 /n\ f 4 LINEr B 12 CONSTRUCT MANHOLE MODIFIED A.P.W.A. STD. PLAN J21-1, ----� 2 E.A. SEE SHEET NO. 14 (1" SHOWN ON PLANS). "L =� �ROK�SPRiNGtANf 69 CONSTRUCT REINFORCED CONCRETE HEADWALL PER SAN BERNARDINO CO. 2 E.A. 1 641 59 1 �8 57 i � I 55 1 54 � 53 1 33 ROAD DEPT. STD. 209. I t � ; ( ,.6 ; 70' 67- 6z ± s3 € 64 651 34 14 CONSTRUCT 75 LB (12') ROCK R/PRAP. 3 FT THICK PER DETAIL 2A SHOWN ON SHT. 2. 216 C. Y. _5051 i _71 66 63 49 50 I 35 1 CONSTRUCT MODIFIED C.S.P. INLET PER DETAIL SHT. 12. 1 EA. 72' 65 1 .may 49 64 �� ., 48 36 „ 40 L.F. C.1 � 66 -� 16 CONSTRUCT 42 DIA. R.C.P. D -LOAD PER PLAN. Mvtrr-Iw, �' ' 47 ------ r cs... 37 LEGEND _�_. tt LL 67 47 1 _w_ _1 53 61 I�!a38 U� Z/j I 21 39 ° 46 A.C.1 23 , 37 -- 54160 ,? ss 4 46 CONCRETE TAN. TANGENT ASPHALTIC € -i BEGIN CURVE L _ - 3s ` B.C. T C TOP OF CURB ( 24 3e r �- �_�.a� J 59 6s : 45 �� B. V. C. BEG. VERT/CAL CURVE rJ: i j' _. ._ 1 0 . _ 55 .. „ . _ 40 B. W. BACK SIDEWALK W WIDTH 19 41 1 44 I ;H . , a �� C. B. �i _ __.� 25; 35 —F _. -- -- # 5 .` ' 1 .7 4. € 43 ttj CATCH .BASIN Z V VERT/CAL DEPTH i._-�._ # 6 5, I 4 r C. L CENTERLINE 1s '� 4 43 1 ;i T E. C. END CURVE V.C. VERT/CAL CURVE I � 17 ' - DOBBS _ __.PEAK 42 �1 /' E. P. EDGE PAVEMENT _ I u INDICATES SLOPE 2:1 ci 2 33 E. G. EDGE GRADE .. 1 EX EXISTING AC PAVEMENT _._..__ `_3a 77 1 76 175 74 73 72 71 ' E. V. C. END VERTICAL CURVE -„ �_ _. _- REMOVAL L1� w i z 3i 3 79 9€ F.L. FLOW LINE 82 84 1 83 85 86 € 8, I i „ ,F.S. FINISH SURFACE I 14 .. ezr? .x .. s01 { LI E C 1 ttj G.B. GRADE BREAK (590.77) INDICATES EXISTING ELEVATION 4. H.P. HIGH PO/NT 310 00 INDICATES PROPOSED ELEVATION INV. INVERT 300 INDICATES EX/STING CONTOUR 13 - I L.E. LANDSCAPE EASEMENT ' 12 11 ` 10 s 1 5 320 INDICATES PROPOSED CONTOUR _€ . 4_ �. 3 _`___ # 0. C. ON CENTER - - P.C.C. PORTLAND CEMENT CONCRETE DAYLIGHT/ CUT -FILL LINE ..m �.--. RIDGE LINE CURT/S A VENUE R/W RIGHT OF WAY INDEX MAP © -Y� NOT TO SCALE v vQ v CO)uST" 07-1014 A1077501jr% JlJW) A. Qu urrrt s NOTES. !7 W0ST9DCT ROUBLE $VC_X ? /V/eTae PLUG 2 �. Z TRENCH WIDTH SHALL BE CONTROLLED 18 9EI40VE• E(tST/)UG INLET' � 00 -ler STYUCTilxj__-S, RDc/< TO TOP OF PIPE ZONE. RIP--XAF AND /A/TePP:j e XA0 STRLcr[tl cG 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. REMOVE 45vcK �Mornrwz PuaG. L,9. 3. CLASS l/ AGG.BASE ALL TRENCHES �n' LESS THAN 100' IN LENGTH. �J -' A4AAJD0,V &<l -Gr S.D• PFR 3rO. ? JPECIFICAOVO" SEC. -PAC* L•S 21 I"�EMavE Exrsr s.p• PIIS. .acs c.•� NOTE.- COMPACTION SHALL BE 90°0 IN ALL ZONES UNLESS OTHERWISE SPECIFIED' 1,1 TRENCH STABILITY SHALL CONFORM �Q �� L. TO CAL -OSHA REQUIREMENTS. DATE I ENGR. I CITY I DATE 2 INDEX OF SHEETS SHEET 11 I f0 1 OF 14 TITLE SHEET 2 OF 14 STORM �8 IMPROVEMENT LINE "C" 6 STORM 5 _ r. Zk It j 9� / DRAIN IMPROVEMENT LINE "C" 2 4 T r 48 s 7 1 6, 7,8 771 76 75 1 74 1 73 172 71 70 69 3 CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. 2397 L. F. Y 49 1 1 2 3 t 4? 5 �; �w set ' 60 161 62 163 1 64 1 65 66 1 671 68 % „ 69 4� CONSTRUCT 18 D/A. R.C.P. D -LOAD PER PROFILE. 315L.F. s'- - -- CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2. SEE SHEET 14 33 E.A. SN' EAK E 59 t 70 60-- CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 322-1. SEE SHEET NO 13. 4 E.A. 12 0 85 # 84 I I i 0 58 R ' 75 74 1 73 72 71 83 $2 1 81 8 76 • s5 �. A ,., - tet;. -- i- - - ` - (7D— CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1, SEE SHEET NO. 14. 4 E.A. 87 50 51 52 53 = 54 55 57 -3 77 78 79 80 87 82 !r' ° �, il)� CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 331-2, 12 E.A. s. 1 J �o, J-r� `� # SHT? 6 s3 SEE SHEET N0. 13. 13� --ROCK- DINT LANE- � -� IX .�- 84 CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 321-1. SEE SHEET 14. 9 E.A. I Q I ` 14 I �, 10 CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 320-1. SEE SHEET 13. 5 E.A. -® # 30 89 1 88 871 86 \ 85 O 1 QO { 99 98 97 96 3, _ 9_ 3 93 92 ; 91 E „ ` 11 CONSTRUCT CONCRETE COLLAR PER A.P. W.A. STD. PLAN 380-2. SEE SHEET 14. 3 E.A.Z EA - -� 17 ;,8 »9 I 2 212 23 # 24 I 25 ; 26 i 27 ; 28 29 30 31 /n\ f 4 LINEr B 12 CONSTRUCT MANHOLE MODIFIED A.P.W.A. STD. PLAN J21-1, ----� 2 E.A. SEE SHEET NO. 14 (1" SHOWN ON PLANS). "L =� �ROK�SPRiNGtANf 69 CONSTRUCT REINFORCED CONCRETE HEADWALL PER SAN BERNARDINO CO. 2 E.A. 1 641 59 1 �8 57 i � I 55 1 54 � 53 1 33 ROAD DEPT. STD. 209. I t � ; ( ,.6 ; 70' 67- 6z ± s3 € 64 651 34 14 CONSTRUCT 75 LB (12') ROCK R/PRAP. 3 FT THICK PER DETAIL 2A SHOWN ON SHT. 2. 216 C. Y. _5051 i _71 66 63 49 50 I 35 1 CONSTRUCT MODIFIED C.S.P. INLET PER DETAIL SHT. 12. 1 EA. 72' 65 1 .may 49 64 �� ., 48 36 „ 40 L.F. C.1 � 66 -� 16 CONSTRUCT 42 DIA. R.C.P. D -LOAD PER PLAN. Mvtrr-Iw, �' ' 47 ------ r cs... 37 LEGEND _�_. tt LL 67 47 1 _w_ _1 53 61 I�!a38 U� Z/j I 21 39 ° 46 A.C.1 23 , 37 -- 54160 ,? ss 4 46 CONCRETE TAN. TANGENT ASPHALTIC € -i BEGIN CURVE L _ - 3s ` B.C. T C TOP OF CURB ( 24 3e r �- �_�.a� J 59 6s : 45 �� B. V. C. BEG. VERT/CAL CURVE rJ: i j' _. ._ 1 0 . _ 55 .. „ . _ 40 B. W. BACK SIDEWALK W WIDTH 19 41 1 44 I ;H . , a �� C. B. �i _ __.� 25; 35 —F _. -- -- # 5 .` ' 1 .7 4. € 43 ttj CATCH .BASIN Z V VERT/CAL DEPTH i._-�._ # 6 5, I 4 r C. L CENTERLINE 1s '� 4 43 1 ;i T E. C. END CURVE V.C. VERT/CAL CURVE I � 17 ' - DOBBS _ __.PEAK 42 �1 /' E. P. EDGE PAVEMENT _ I u INDICATES SLOPE 2:1 ci 2 33 E. G. EDGE GRADE .. 1 EX EXISTING AC PAVEMENT _._..__ `_3a 77 1 76 175 74 73 72 71 ' E. V. C. END VERTICAL CURVE -„ �_ _. _- REMOVAL L1� w i z 3i 3 79 9€ F.L. FLOW LINE 82 84 1 83 85 86 € 8, I i „ ,F.S. FINISH SURFACE I 14 .. ezr? .x .. s01 { LI E C 1 ttj G.B. GRADE BREAK (590.77) INDICATES EXISTING ELEVATION 4. H.P. HIGH PO/NT 310 00 INDICATES PROPOSED ELEVATION INV. INVERT 300 INDICATES EX/STING CONTOUR 13 - I L.E. LANDSCAPE EASEMENT ' 12 11 ` 10 s 1 5 320 INDICATES PROPOSED CONTOUR _€ . 4_ �. 3 _`___ # 0. C. ON CENTER - - P.C.C. PORTLAND CEMENT CONCRETE DAYLIGHT/ CUT -FILL LINE ..m �.--. RIDGE LINE CURT/S A VENUE R/W RIGHT OF WAY INDEX MAP © -Y� NOT TO SCALE v vQ v CO)uST" 07-1014 A1077501jr% JlJW) A. Qu urrrt s NOTES. !7 W0ST9DCT ROUBLE $VC_X ? /V/eTae PLUG 2 �. Z TRENCH WIDTH SHALL BE CONTROLLED 18 9EI40VE• E(tST/)UG INLET' � 00 -ler STYUCTilxj__-S, RDc/< TO TOP OF PIPE ZONE. RIP--XAF AND /A/TePP:j e XA0 STRLcr[tl cG 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. REMOVE 45vcK �Mornrwz PuaG. L,9. 3. CLASS l/ AGG.BASE ALL TRENCHES �n' LESS THAN 100' IN LENGTH. �J -' A4AAJD0,V &<l -Gr S.D• PFR 3rO. ? JPECIFICAOVO" SEC. -PAC* L•S 21 I"�EMavE Exrsr s.p• PIIS. .acs c.•� NOTE.- COMPACTION SHALL BE 90°0 IN ALL ZONES UNLESS OTHERWISE SPECIFIED' 1,1 TRENCH STABILITY SHALL CONFORM �Q �� L. TO CAL -OSHA REQUIREMENTS. DATE I ENGR. I CITY I DATE co O N.N 00 0 U) r L 4 Q G_ Q C C L c r , 3637�.._n_u.—. U Lul �O "" M BENCH MARK: # 8-17 BASIS OF BEARINGS: IRECORD' n CALTRANS BENCHMARK #8-17. A THE BASS OF BEARINGS FOR TH/S MAP j X0_36637 C BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYTI,E 'REEK RD. f THESE FISC R Dr A�/dpyGS HAVE BEEN PREPARED r . x`71` EwI THE, SOUTH LEG OF AN SCE TOWER SHOWN AS N00 12 35 E ON #ffORD 1 PART, ON � HE BASIS OF INFORMATION COMPILED AND � OF 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN R FUE�NIS jF3 BY OTHERS THE ENGINEER WILL NOT BE OF SAN SEYAlNE RD., Z 6 M/ WEST R.S.B. 111/99-103 RESPONSIBLE FOR ANY ERRORS OR OWSSION , WHICH 3 �16i�4�I� OF SIERRA AVE. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS ELEVATION: _L 1428.609 A RESULT 5 Prepared Under The Supervision Of : C � CALIFORNIA c SHOULD CONSTRUCTION OF THE REQUIRED d Q A. PREPARED IN THE OFFICE OF ct IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���� rw�F MADOLE AND ASSOCIATES, INC. STORM ,DRAIN IMPROVEMENT PLANS ►- OF THE DATE OF APPROVAL SHOWN HEREON AND iW2�� �Gti 10601 CHURCH STREET , STE. 107 DRAWN BY: SCALE: w 3 No. 36637 c RANCHO CUCAMONGA, CA 91730 TRA C T NO. 16427, O CARRIED FORTH IN A DILIGENT MANNER, THE CITY w X PHONE (909) 948-1311 SC/KS AS SHOWN cc ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Expl 06-30-04 DESIGNED BY: 16427-3, 64274 & 164275 DATE: T TL SHEET AUGUST 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS �9TFOF q 1���~ ate CHECKEDABY A PROVE4_>ded, AND STANDARDS IN EFFECT. l DRAWING NO.: L14 RC.. 36637 XP. 06- 0- 4wm�o*_ 3516 MA CITY ENGINEER R.C.E. 51152 DATE - �L JA126-1769\storm\,sd0l.dwa. 02/18/200404:43:26 PM. DM INDEX OF SHEETS SHEET DESCRIPTION 1 OF 14 TITLE SHEET 2 OF 14 STORM DRAIN IMPROVEMENT LINE "C" 3 OF 14 STORM DRAIN IMPROVEMENT, LINE "C" 4 OF 14 STORM DRAIN IMPROVEMENT LINE "C" 5 OF 14 STORM DRAIN IMPROVEMENT LINE "B" 6 OF 14 STORM DRAIN IMPROVEMENT LINE "B" 7 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" 8 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" 9 OF 14 STORM DRAIN IMPROVEMENT LINE 'A" 10 OF 14 STORM DRAIN IMPROVEMENT LINE "D" 11 OF 14 STORM DRAIN IMPROVEMENT LINE "D" 12 OF 14 STORM DRAIN IMPROVEMENT DETAILS 13 OF 14 STORM DRAIN IMPROVEMENT DETAILS 14 OF 14 STORM DRAIN IMPROVEMENT DETAILS co O N.N 00 0 U) r L 4 Q G_ Q C C L c r , 3637�.._n_u.—. U Lul �O "" M BENCH MARK: # 8-17 BASIS OF BEARINGS: IRECORD' n CALTRANS BENCHMARK #8-17. A THE BASS OF BEARINGS FOR TH/S MAP j X0_36637 C BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYTI,E 'REEK RD. f THESE FISC R Dr A�/dpyGS HAVE BEEN PREPARED r . x`71` EwI THE, SOUTH LEG OF AN SCE TOWER SHOWN AS N00 12 35 E ON #ffORD 1 PART, ON � HE BASIS OF INFORMATION COMPILED AND � OF 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN R FUE�NIS jF3 BY OTHERS THE ENGINEER WILL NOT BE OF SAN SEYAlNE RD., Z 6 M/ WEST R.S.B. 111/99-103 RESPONSIBLE FOR ANY ERRORS OR OWSSION , WHICH 3 �16i�4�I� OF SIERRA AVE. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS ELEVATION: _L 1428.609 A RESULT 5 Prepared Under The Supervision Of : C � CALIFORNIA c SHOULD CONSTRUCTION OF THE REQUIRED d Q A. PREPARED IN THE OFFICE OF ct IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���� rw�F MADOLE AND ASSOCIATES, INC. STORM ,DRAIN IMPROVEMENT PLANS ►- OF THE DATE OF APPROVAL SHOWN HEREON AND iW2�� �Gti 10601 CHURCH STREET , STE. 107 DRAWN BY: SCALE: w 3 No. 36637 c RANCHO CUCAMONGA, CA 91730 TRA C T NO. 16427, O CARRIED FORTH IN A DILIGENT MANNER, THE CITY w X PHONE (909) 948-1311 SC/KS AS SHOWN cc ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Expl 06-30-04 DESIGNED BY: 16427-3, 64274 & 164275 DATE: T TL SHEET AUGUST 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS �9TFOF q 1���~ ate CHECKEDABY A PROVE4_>ded, AND STANDARDS IN EFFECT. l DRAWING NO.: L14 RC.. 36637 XP. 06- 0- 4wm�o*_ 3516 MA CITY ENGINEER R.C.E. 51152 DATE - �L JA126-1769\storm\,sd0l.dwa. 02/18/200404:43:26 PM. DM