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HomeMy WebLinkAbout1879-141 /II/I//Y i Z X QR/DLEPftTH - �-. 6 n,2/vE / ��1• h I \� I� REV I Siad NO. 77 SHEET Mos. 1, 8-ro 12 REVISION Flo. 2, S1' M No. 19 REVIULON No. 17 SHEET dins. 20� 21 PNA5 E -M " RECORD D RAW ING5 A �WERE PREPARED BY !INE SP MMSM ING GROUP 'fD MORGAN , SUITE, MO IRVINE, CA. 9VIS 7 1U 587-301Z �IRDMAS A. PETt: RSER, R -LE . 36275 ;LICENSE EXPIRES 9/40/99 /r-01-95 PATE GENERAL NATES 1. E-LEVATIONS ARE --A- N IN FEET ABOVE U.S.C. & G..S..MEAN SEA LEVEL DATUM OF- 1929. A,UT i • 2. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING Q�4FESS/ �Y STEEL HAVE BEEN SET, INSPECTED -AND APPROVED. PET �� 3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN O� F� ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 3250. P.S.I. rn 4'. ALL EXPOSED EDGES SHALL BE FINI;)HED WITH A 3/4" CHAMFER. RCE# 35275 ( r Expires: i 5. A'tL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2 q- 99 CLEARANCE UNLESS OTHERWISE SPEC];FIED. 6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE OF CA��40� (� QPpFESS/p STEEL AS PERI. N I A S T M A C/TYOF FONTANA 4 94El%leqA LNOTES } GENERAL NOTES (STORM DRAIN) 1. The construction of all public improvements shall conform to these plans and to the requirements *of the City standard specifications, Public Works-Dep4r'tment, -City of Fontaria. 2. Construction permits shall be obtained from Fontana Public Works Department prior to start of any work within the city_ limits. 13. Stationing refers to the centerlines of storm drains except where otherwise noted. 1 4. All exposed concrete surfaces shall conform in grade, color and fi finish to all adjoining curbs and sidewalks. ' 5.• No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 6. All underground work shall be completed prior to paving of I streets. s ;. 7. Existing underground utilities are as per the available,' records. The contractor shall be •responsible for verifying the actual location and elevation in the field. _. i 8. The walls and faces of all excavations greater than five (5) feet in- depth shall be effectively guarded by a shoring system, - sloping of the ground or other equivalent means. Trenches less than five (5) . feet in depth shall also be guarded when examination indicates hazardous ground movement may be expected. 9. The Contractors) shall also obtain a permit to perform excavation or trench work as described in Note 8 above from Cal/Ostia. 10. All manholes shall be constructed 6" below pavement grade and j brought to finish grade by the paving contractor after pavement is in place. 11. Immediately following removal of existing pavement or dike or ; curb and/or gutter the Contractor shall diligently pursue that f portion of work to completion. 12. All C.M.P, installations and connections shall be made per manufacturer's suggested method unless otherwise specified on the plans. i 13. If during construction, ground water is encountered, a 'system approved by the City Engineer shall be installed to dewater said area at the direction of the Soils Engineer. 14. No trench backfill shall take place without prior approval of the City's Inspector. 15. All exposed metal surfaces shall be galvanized in accordance with , the City standard specifications. ' 16. As -built plans shall be provided to the City by the Contractor. Applies for sheet nos. 1, 2, 18 & 19 of 21 only Approved for improvements within the City of Rancho Cucamonga City limits only. . I -710 Russell Ma T gee guire; RCE 22397 Date Cit En r � , Citvl of Rancho Cucamonga J•i, _ I I T /NGErs-sus sNEETS S� � l,� �l � / f-/�Sf/YKER�CR�41�Vf•�RO CX, (9? t ?iR/D4�P/a� / ��• 1 I S UMM/ T 4 �• O �� 1 ---- - - - --- -- - - - �CATC14 .5EE Sf4/EE7- // OF' JCAL C ✓ _ /DOO ' AW,4:�PE ?IC*WF0,eo CNA(Y<VEL rzA�vS'. n. KEY MA P - f30E- vnrrvEG tay-AIY.S' �ESC/41PT/O�/ ivl,4sr � Pt,4�<<v7' CU C,L a4,R v afgU,0e1/VG L 5 PDT�oGE Ex/S - T1L . 4 /2 F -A• IPEMWA6 EX . �G' ►2/gyp 2lli0SF �EPL14CE . ,4C Pl//L1T 2/ O 2�GdSF $!•/�' SVG i 3 DR/.VGA QUANT /' T /ES CONT/ivU�O OE5'c/2i PT'ioN CoN5'T. ��oOK�P�oGYJ-�•G-ic-3�iYGE cvivsT. 'Bt200K5 P/c'Y�Dl.C'TS�X2�' �� ��'�lvc_ PiPEr�cNole PLANS P SPARED Ue� ER THE D.I�ECTTON OF: r3�z2e WE 15 1� t IA 0 o� t yl � AiI� .s AI�A TRA Qv \ i Z X QR/DLEPftTH - �-. 6 n,2/vE / ��1• h I \� I� REV I Siad NO. 77 SHEET Mos. 1, 8-ro 12 REVISION Flo. 2, S1' M No. 19 REVIULON No. 17 SHEET dins. 20� 21 PNA5 E -M " RECORD D RAW ING5 A �WERE PREPARED BY !INE SP MMSM ING GROUP 'fD MORGAN , SUITE, MO IRVINE, CA. 9VIS 7 1U 587-301Z �IRDMAS A. PETt: RSER, R -LE . 36275 ;LICENSE EXPIRES 9/40/99 /r-01-95 PATE GENERAL NATES 1. E-LEVATIONS ARE --A- N IN FEET ABOVE U.S.C. & G..S..MEAN SEA LEVEL DATUM OF- 1929. A,UT i • 2. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING Q�4FESS/ �Y STEEL HAVE BEEN SET, INSPECTED -AND APPROVED. PET �� 3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN O� F� ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 3250. P.S.I. rn 4'. ALL EXPOSED EDGES SHALL BE FINI;)HED WITH A 3/4" CHAMFER. RCE# 35275 ( r Expires: i 5. A'tL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2 q- 99 CLEARANCE UNLESS OTHERWISE SPEC];FIED. 6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE OF CA��40� (� QPpFESS/p STEEL AS PERI. N I A S T M A C/TYOF FONTANA 4 94El%leqA LNOTES } GENERAL NOTES (STORM DRAIN) 1. The construction of all public improvements shall conform to these plans and to the requirements *of the City standard specifications, Public Works-Dep4r'tment, -City of Fontaria. 2. Construction permits shall be obtained from Fontana Public Works Department prior to start of any work within the city_ limits. 13. Stationing refers to the centerlines of storm drains except where otherwise noted. 1 4. All exposed concrete surfaces shall conform in grade, color and fi finish to all adjoining curbs and sidewalks. ' 5.• No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 6. All underground work shall be completed prior to paving of I streets. s ;. 7. Existing underground utilities are as per the available,' records. The contractor shall be •responsible for verifying the actual location and elevation in the field. _. i 8. The walls and faces of all excavations greater than five (5) feet in- depth shall be effectively guarded by a shoring system, - sloping of the ground or other equivalent means. Trenches less than five (5) . feet in depth shall also be guarded when examination indicates hazardous ground movement may be expected. 9. The Contractors) shall also obtain a permit to perform excavation or trench work as described in Note 8 above from Cal/Ostia. 10. All manholes shall be constructed 6" below pavement grade and j brought to finish grade by the paving contractor after pavement is in place. 11. Immediately following removal of existing pavement or dike or ; curb and/or gutter the Contractor shall diligently pursue that f portion of work to completion. 12. All C.M.P, installations and connections shall be made per manufacturer's suggested method unless otherwise specified on the plans. i 13. If during construction, ground water is encountered, a 'system approved by the City Engineer shall be installed to dewater said area at the direction of the Soils Engineer. 14. No trench backfill shall take place without prior approval of the City's Inspector. 15. All exposed metal surfaces shall be galvanized in accordance with , the City standard specifications. ' 16. As -built plans shall be provided to the City by the Contractor. Applies for sheet nos. 1, 2, 18 & 19 of 21 only Approved for improvements within the City of Rancho Cucamonga City limits only. . I -710 Russell Ma T gee guire; RCE 22397 Date Cit En r � , Citvl of Rancho Cucamonga J•i, _ I I T /NGErs-sus sNEETS S� � l,� �l � / f-/�Sf/YKER�CR�41�Vf•�RO CX, (9? t ?iR/D4�P/a� / ��• 1 I S UMM/ T 4 �• O �� 1 ---- - - - --- -- - - - �CATC14 .5EE Sf4/EE7- // OF' JCAL C ✓ _ /DOO ' AW,4:�PE ?IC*WF0,eo CNA(Y<VEL rzA�vS'. n. KEY MA P - f30E- vnrrvEG tay-AIY.S' �ESC/41PT/O�/ ivl,4sr � Pt,4�<<v7' CU C,L a4,R v afgU,0e1/VG L 5 PDT�oGE Ex/S - T1L . 4 /2 F -A• IPEMWA6 EX . �G' ►2/gyp 2lli0SF �EPL14CE . ,4C Pl//L1T 2/ O 2�GdSF $!•/�' SVG i 3 DR/.VGA QUANT /' T /ES CONT/ivU�O OE5'c/2i PT'ioN CoN5'T. ��oOK�P�oGYJ-�•G-ic-3�iYGE cvivsT. 'Bt200K5 P/c'Y�Dl.C'TS�X2�' �� ��'�lvc_ PiPEr�cNole PLANS P SPARED Ue� ER THE D.I�ECTTON OF: r3�z2e WE 15 OE5'c/2i PT'ioN CoN5'T. ��oOK�P�oGYJ-�•G-ic-3�iYGE cvivsT. 'Bt200K5 P/c'Y�Dl.C'TS�X2�' �� ��'�lvc_ PiPEr�cNole PLANS P SPARED Ue� ER THE D.I�ECTTON OF: r3�z2e WE . -6GRALIE 60. U r/ L I T Y NO r/ FICA TIOA16: ��Q�o��,.80UR�Foq�Fy ' REVISION NO. 6 WAS PREPARED BY ti � s � � 7. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE HALL & FOREMAN ,INC,�. 24 ; INSTITUTE "MANUAL OF STANDARD PRACTICE". ---..--_ . --__ --- -- - ' - - 13821 NEWPORT AVE. , SUITE 200 Exp. - % TUSTIN , CA 92680 -7803 (714) 544-3404s Q. 8 , DIMENSIONS FROM FACE OF CONCRETE: TO STEEL ARE- TO CENTER LINE f CITY OF FONTANA SAN BERNARD I NO CO. FLOOD CONTROL; �grFOFIVILFo�,�` i OF STEEL UNLESS OTHERWISE NOTED . 8353 SIERRA AVENUE 825 EAST. TH I R.D' STREET CA FONTANA, CA 92335 SAN BERNARDINO, CA 92408 % ! 9. ALL BACKFILLS AND FILLS .TO BE USED AS S GRADE SHALL BE ti TELEPHONE [714] 350-76.1-0 TELEPHONE [714] 383-1665 �� COMPACTED TO A RELATIVE DENSITY OF 90� UR LESS OTHERWISE ,. ' �J 00LBOURGEOIS C.E. 30242 EXP. 31-31196 DAT SPECIFIED. SO CALIF. GAS -COMPANY PAC I- I C- .BELL -CO. 1981 W. LUGONIA AVENUE 3939 CORONADO STREET 110. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAS A MINIMUM LAP REDLANDS, CA 92374 ANAHEIM, CA 92807 i OF 30 BAR DIAMETERS OR 1.8" WHICHEVER IS GREA':E:R. i TELEPHONE [714] 884-9411 TELEPHONE [714] 666-5494 �•T r � 11. PIPE SHALL BE IMBEDDED 5 INCHES INTO ALL STRPQA5\• TURES INCLUDING SO. CALIF. EDISON CIZMPANY UNDERGROUND SERVICE ALERT i INLET AND HEADWALLS, UNLESS OTHERWISE SPECI.F. 1 300 N. PEPPER AVENUE TELEPHONE [800] 422-4133. RIALTO, CA 92376 I AS -CONSTRUCTED INFORMATION 12. ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN'STREET RIGHT TELEPHONE GROUP W CABLE ' OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF E [714] 820 -5598 -UNDERGROUND 8561 NUEVO AVENUE i THE ROAD OR TO 2 . PER RIVARD CONSTRUCTION i FEET ABOVE THE TOP OF THE CONDUIT, WHICHEVER IS LESS. THE 1 [714] 875=5100 -TRANSMISSION FONTANA. CA 92335 ! I PUBLIC WORKS INSPECTOR AND THE SOILS -ENGINEER SHALL INSPECT [213] 637 -1233 -PIPELINES, OR TELEP+iONE [714] 350-2344 I [800] 422-4133 j ALL * BACKFILL AND FILL ABOVE ' AFOREMENTIONED LIMITS. I APPLICATION FOR AN ENGINEER • OR I'NSP.ECTOR N'; CONNECTION WITH FONTANA WATER COMPANY j ';GENERAL TELEPHONE•COMPANY 16803 SPRING STREET i THE WORK SHALL BE MADE BY THE CONTRACTOR ,AIT LEAST 24 HOURS .; 245 N. MOUNTAIN VIEW AVENUE FONTANA, CA 92335 ;'� � BEFORE HIS SERVICE IS REQUIRED. POMONA CA 91766[714] 822 220 '•. TELEPHONE [213] 357-22,57 , OR j t� 13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE - _ - ---� " � � 1[800] 422-4133 _---- QUANTITY NOTES ANGELES COUNTY FLOOD CONTRODISTRCT STD. DWG. NO. -- - _ ' WITH LOS ANG L! 2-D177, •CASE M. NOTE: NOT1�Y (J�1�ERG120UN0 - S'��11/C� IN TRACT QUANTITIES ARE FROM STATION 28+18.06 NORTHERLY` ON ` 14. THIS STORM DRAIN WILL NOT BE AC('EPTED FOR MAINTENANCE UNTIL l-�-¢22-4/33 2 1�0,2K11�tG Obi Ys L FOXBOROUGH DRIVE. THE STREETS _HAVE _BEEN PAVED_,, _-_MA�tHOLES BROUGHT TO GRADE -,__AND__ B�IcOl2E YOv�/�- THE SYSTEM IS CLEANED TO THE SATISFACT3`ON OF THE CITY OF 2.- QUANTITIES INCLUDE LINE N -N AND LINE 0-0 PLUS 2 EACH CATCH FONTANA DEPT:, OF PUBLIC WORKS. BASINS ON THE .SOUTH SIDE OF SUMMIT AVENUE... SAID'.',FACILITIES -15. THE CONTRACTOR'S ATTENTION `` - ION IS' DIRECTED TO SECTION 7-10.4.1 OF ARE IN THE CITY OF RANCHO CUCAMONGA AND SUBJECT'TO REVIEW THE STANDARD AND/OR RELOCATION. --•fi`Mt SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN � „__. / CONTRACTOR SHALL NOT CONSTRUCT: THESE UNTII, THE, TO SAFETY ORDERS, .APPROVAL IS GRANTED. 0 16, THE CONTRACTOR SHALL CONFORM --TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD TRZICrION NOTESNOTES4t OUANT/Ty ESTIMA5-2 4 T�'�� 1 ITEM DESCl2/PT/O/V ; MASTER -5exo 0) To7,4t �2/ 17. ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR PLAN/ PLAN 1N TR'QCT UgNT/ COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCH IJOG SHALL CO Sr 18 ,P•c.P-71 960BE AT LEAST THREE FEET ABOVE TOP OF PIPE ELEVATION, OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS. 2 coNs 21''�c.P _ • 18, A PERMIT SHALL BE OBTAINED FROM THE CITY OF;FONTANA PRIOR TO 3 CONST 24��.c.P 96/ ¢O ra p L-� COMMENCING ANY �.- / CONSTRUCTION WORK UNDER THIS PON TRACT. CONTACT THE CITY BY -TELEPHONE AT (714) 350-7 �Q TO PTAIN INSPECTION 4 co/vsT 2 7';P�c� /,32 Z ll 2 93. � . F AND . � AND CONNECTION PERMIT AND TO MAKE �a� IT FAR INSPECTION BY BY THE CITY OF FONTANA. 18' � 95 19. THE CONTRA.,TOR SHALL PROVIDE POR CONT ISVTA ,IY DRAINAGE AT AL.L TIMES UNTIL T . 'ii HIS STORM DRAIN SYSTEM ��� a,�P•�F�ABLE. eo 7 607 L.f=' MGI X, 1N�2 '/ SLOPES. s_� nil�X, ieT/�qL 20. THE CONTRACTOR SHALL NOTIFY TA CITY O'F 1,FONTPNA AT ( 714) 350- 0 C'oNsr. ¢s",�.c.P S -S- ' 7 610 AT LEAST 24 HOURS BEFORE ' E BEGINNNG: ONSTRUCTION. f�8 21. PRIOR TO START OF ANY CON81RUCITON '%HE CONTRACTOR SHALL OBTAIN A PUBLIC WORKS CONSTRUCTION PE IT FROM THE CITY OF /o co�sT �•�,.�•�,� \ 114 79 5?3 �-�' FONTANA ENGINEERING '�M DIVISION. 1/ CONST- 72 ",P.0 P. � _ \\� Q 8� 7 967 L F CASE M REINFORCED CONCRETE PIPE 22. THE PRIVATE ENGINEER SIGNING THESE PL , 12 CONS -T 78 ",Qc.P AIN�S RESPONSIBLE FOR - Q ?�� �O/ G �- Top of Bedding B unless otherwise _� __ -----Backfill as specified _ ASSURING THE ACCURACY* AND ACCEPTABI'.IT.Y',,,'OF THE WORK HEREON noted in the Specifications.---_,r--T cover---Excavoted bank or sheeting IN THE EVENT OF DISCREPANCIES .ARIS'ING. DU �' � ONSTRUCTION THE i 13 CoNs'T90"r2cP - PRIVATE ENGINEER SHALL BE RESPONS• B .E ,:. .• . � I `- L (t F0� • DETERMINING AN Screed Bedding A !o fit curvature and Bedd/ng B �A1 ;grade of pipe. Type of screed and the °-='� ACCEPTABLE SOLUTION AND REVISING THE PLANWFQ� APPROVAL BY THE � CONST. 7 /C �j� ii /Z ei�✓J , - 4 "Min.- 2 9 g G method of use to be approved the O'ml _///5 D' m./n. r � � Engineer PP by ` ` _ I _ '� / , i CITY . �� �. j; l ljr Bedding materia/ below bottom .. s :y . - r ' COIv'6 T. % / /) X 7KW) � C'B /r/ 2 0 Q 20e L • of pipe shall be ///2D' for pipes •, -- Bedding A 2 3 r, (J 39'and larger in diameter, and f , ALL STATE AND LOCAL TRENCH SAFETY RULE4 WILL BE RIGIDLY r 4`for pipes less than 39' In `Ercovalion to >h/s line permitted. !�/ COIti/ST 7 �y�x /2 W pUTG ET ST�UGTURE � � j / �� diameter. In no case shall It be ENFORCED. i less than l'be/ow any bell or co/lac COA16r, 7-RAN5'/T1oN 5'Tr2vcTv,2 3. CASE III BEDDING a BACKFILL AROUND PIPE (Load Factor 1.8) 24 . CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE 'NO. / liY M. h! g g „ g pipe, 60' or less (/ � • (ol'W o! n'n in line shall- be less than the to%�owin 6 "for O v In diameter,/O for pipe 63"lo/OB"inclusive in diameter ont l2 forp�pP/uryrr Than. MANUFACTURER AS TO TEST RESULTS OF PIPE AILED. l8 CONS% toe in diomefe� Theses dimensions may inc/ude the fhiciness of any shne/iny. �/J/j`/• Q_ �Q�� �j'y�LL B,E �.�5�-�. �r NgT 7-/P�1 /YS/T11�1� 5T�2vU,pE /Yo 2 W lM lam^ 1 p p P y y i, *(b)Where cover is /O'or less, •14''measured o1 the /o of the p1pe may be on �A d/mens/on greater than the above specified mlaimum, unless otherwise specified 2 5 . R.C.P. SHALL B E MANUFACTURED AND I NSR F� CTE: Z ACCORDANCE WITH on the project drow/ngs.Q , N l9 CONST• JUNCT/O/\/ ST,2U�TU�PE ND / 4. �t 4 (clWhere cover /s greater than /o' 'H' "measured at the top of the pipe sho// not be SECTION 2 0 7 - 2 .' 7 - 2.8 8 & 2.9 9 0 F THE ST -NDA . P C S FOR PU B L I C Err• 6 greater than /0 for pipe !OB" In diameter or less,. or /2' to,- pipe over /09"m . R i S9 diameter unless the contractor o1 his own expense provides Case I bedding orWORKS.ti �` ° 9 �, ZD CONST 6//\/0 7-10,1\1 S�,UCTI/1PE /YO. 5 stronger pipe. These dimensions include the thickness of any sheeting. 3 -�.3 Ems. �,%% , GENERAL NOTES m 26. ALL RESURFACING, CURBS, GUTTERS1 SIDEWALKS,• DRIVEWAYS AND ALL 2/ CONST "A /V //o L C,�/1`/0, 2 /� � � \ � /J �� /. Use Cpse III for RC.R and ACP., Cosel7 for vitrified cloy and Pio%n concrete piFe unless otherwise specihad cr . shown on the project drawings. o OTHER EXISTING IMPROVEMENTS TO BE ECONSTF��ICTED SHALL BE 2. Bedding A shol/.be composed of sand, No.3 or No.4 crushed rock or grove/, or other grana/or materia/ as may be"specified or otherwise approved bylhe Engineer. The maximum sze rock CONSTRUCTED AT THE SAME ELEVATION AlD OCAT;PqN AS THE EXISTING 22 CONST MA/VNv,/L� /YO, 7 \ %��}• or grove/ shall be No.3 for pipe 27 m diameter and larger, and No.4 for pipe smaller than 27"In diameter . Bedding B shall be composed of sand or other granular material as may be specified or olherw,•se IMPROVEMENTS, UNLESS OTHERWISE SHOWN N THP�,k-ANS- approved- by the Engineer and shall be completed prior to placing ba/once cf backfill.3lW V RlE�3 //2/ •- •-r F3Yn� NUQ7 23 CONST CQ(�C,vle>' l��Jc//U �o. / �j n J. Concrete backfill, where called for on Std. Dwg.2-D213 or where specified on the project drawings,sha/l be �1 Pl �y /?7 / .� . _ .� y Q r 2 � ! `7" �2 �ry • 27 f••� �• L ��� -�`�fi �- �.. B C C� c � !rte' C � � it I✓ 20-C-2000 concrete poured wall to wall of trench from to of BeddingA to a minimum depth of 4" over to , A �1 -- r� �+ �� - of pipe')Concrete backfill shall be used for R•C•P. and A.GR as requird on p p (v'�e t� W1 Tf l 0-40A,01 ,0� >' 24 Col 677- G7� Tc,�1 B�1 sin/ Ivo. �(�Y� /?• 4� 2 \ 6 meq, Std. Owg. Na. 2-D2/s. Nle ,eA 0 �O�C IoUBLI C <�+1012K� 1/VSF� 'TGR. �'�'C ,�"rA✓N�'E 4. Bedding B shall contain no rocks larger than 4 inch OLOCAL DEPf2�sslo/y /Vo- 2 l in grealesi dimension. 9P. A LG• /�!T-3- thereof %'1TIy 1/�GCCI T./�"� C'0i{/,dj%� ��R ✓CT PL.4ivJ�'�� 5. Where rocks are included in the bedding,"nesting" N� �/ 1 ' Tf,/�CK1.fEp !N �/���7.5� will not be permitted: 2G LOCA G D�P,2ESSloly lyo. (COAvS� PER 57- tII A1O) \ 29, P/PSS TO e� 5 {�G UC�'�D �'✓�Bi�ICK /a/r��7".4R ,� � L.-,�..G' �' I� - - ' A , A/0- ' /� C ? jr' /, 5 5 7 0 .fes 1� 6. (Y O �7 49 7 36--- /5 -- ,< ! �? �, - ' --- CONTRACTOR AGREES THAT HE SHALL "ASSUME..SOLE AND COMPLETE aI'YST JUn/cTloni,STl2l7-ureE No_ ¢ / l�Q GENE2AG /Y07�' NO. /3 j RESPONSIBILITY FOR JOB SITE' CONDITIONS DURING THE COURSE OF i CONST- "AlN/k1oz-E No_ / l 22�� -_--_ ;- - - - - - "-- -- - - ;; CONSTRUCTION OF THIS PROJECT -INCLUDING SAFETY OF ALL'PERSONS C<vQw - - --- - - - ----------- - -- ---------_- T.HE EXISTENCE- AND LOCATION OF ANY UNDERGROUND: UTILITY r - - - AND PROPERTY THAT THIS REQUIREMENT. SHALL. APPLY •CONTINOUSLY _ 2' �. PIPES ..OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAIN°ED k� QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERI-F•I•:ED : BY TH AND NOT. 'BE L-IMITED TO NORMAL WORKING HOURS: AND THAT THE CON ¢ "'CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. 1,F NO.= BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST`.OF OUR TRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER THE ENGE DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT:- AS"SH0WN E THE CITY OF 1=OrdTANAHA►RMLESS FROM ANY AND ALL LIABILITY RSA., 1 ✓ / �4• i ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE , ON THE• MAP.. THE CONTRACTOR IS REQUIRED TO TAKE .DU,E..PRE- OR ALLEGED IN CONNECTION -WITH THE PERFORMANCE OF WORK- ON' T•HIIS- CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ..CAU.TIONARY MEASURES TO PROTECT THE UTILITY LINES'.'".. 0, WN AN PROJECT, EXCEPTING FOR LIABILITY ))RISING FROM THE SOLE NEGLIGENCE THE PLANS. ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OF THE OWNER OR THE ENGINEER, AND CITY. - -REV-FST0N-S` - No: Disori tions� L Bunch Mork1TY Q '. F®NTANACALIF0RNT-A­ AAr-N>tZ'54L ;. © #40DED CITY aF• JR41VCA(-0 CZ1C-AMONGA A•;E _ -! !D O �. R KAPP & NC. UALI-C IORdS ;DEPARTMENT­ P ,eEY�S�' Qv r 70 eE- IzE� A•� . la- 5--! y- ' - :. - :..STORM: DRA IN PLANS._' � • Scale:— .` . Fit/r ./. P• A-4,0 J el c3,c/ �,Q/-�c c,QS rs�0 T� S Drown' b-•._ 3 P-6- .O va Qegi'v oX siZ� c�:.v1- - Z7,-9 CIVIL LAND PLANNERS, & S RVEYORS ENGINEERS, H : A` . L : • Thi:ACT:o r 13750 FUE 43 R.R. Spike in E.P. by PPs1536663E 8 1y. 15892 PASADENA AVENUE 5 S -C S U U S : /J/�, 3 -I6'9z = X 9.91 LST CALIFORNIA 92680 7J.4 7 0- 57 .fl e sa g n eA �,-b y.:•• ,a ti DateV -UPDAr�ST. NAMES pI> IVOTE. `I- $ 12 SSS. G-ZB-�Z , •L9.9� side of Baseline 220 ♦/-Ely of Cherry Ave. ( 1 t: HEI , . will 4,R1. G2hoFr s it mos. S-/2 /9- a/ if Zi 95 1/-09-9P 9 9 R .-.C.. - ,:.`. P". E. -M IZ CO U MW GS _ Checked by: D-2-88 ItI '�� � 1 -►8-99 � tdlq Elevation - 1313.04 .P. KAPP R.C.E. 22015 DATE y �-� Pte,,..- 3��/ g.'. 15 I [800] 422-4133 j ALL * BACKFILL AND FILL ABOVE ' AFOREMENTIONED LIMITS. I APPLICATION FOR AN ENGINEER • OR I'NSP.ECTOR N'; CONNECTION WITH FONTANA WATER COMPANY j ';GENERAL TELEPHONE•COMPANY 16803 SPRING STREET i THE WORK SHALL BE MADE BY THE CONTRACTOR ,AIT LEAST 24 HOURS .; 245 N. MOUNTAIN VIEW AVENUE FONTANA, CA 92335 ;'� � BEFORE HIS SERVICE IS REQUIRED. POMONA CA 91766[714] 822 220 '•. TELEPHONE [213] 357-22,57 , OR j t� 13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE - _ - ---� " � � 1[800] 422-4133 _---- QUANTITY NOTES ANGELES COUNTY FLOOD CONTRODISTRCT STD. DWG. NO. -- - _ ' WITH LOS ANG L! 2-D177, •CASE M. NOTE: NOT1�Y (J�1�ERG120UN0 - S'��11/C� IN TRACT QUANTITIES ARE FROM STATION 28+18.06 NORTHERLY` ON ` 14. THIS STORM DRAIN WILL NOT BE AC('EPTED FOR MAINTENANCE UNTIL l-�-¢22-4/33 2 1�0,2K11�tG Obi Ys L FOXBOROUGH DRIVE. THE STREETS _HAVE _BEEN PAVED_,, _-_MA�tHOLES BROUGHT TO GRADE -,__AND__ B�IcOl2E YOv�/�- THE SYSTEM IS CLEANED TO THE SATISFACT3`ON OF THE CITY OF 2.- QUANTITIES INCLUDE LINE N -N AND LINE 0-0 PLUS 2 EACH CATCH FONTANA DEPT:, OF PUBLIC WORKS. BASINS ON THE .SOUTH SIDE OF SUMMIT AVENUE... SAID'.',FACILITIES -15. THE CONTRACTOR'S ATTENTION `` - ION IS' DIRECTED TO SECTION 7-10.4.1 OF ARE IN THE CITY OF RANCHO CUCAMONGA AND SUBJECT'TO REVIEW THE STANDARD AND/OR RELOCATION. --•fi`Mt SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN � „__. / CONTRACTOR SHALL NOT CONSTRUCT: THESE UNTII, THE, TO SAFETY ORDERS, .APPROVAL IS GRANTED. 0 16, THE CONTRACTOR SHALL CONFORM --TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD TRZICrION NOTESNOTES4t OUANT/Ty ESTIMA5-2 4 T�'�� 1 ITEM DESCl2/PT/O/V ; MASTER -5exo 0) To7,4t �2/ 17. ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR PLAN/ PLAN 1N TR'QCT UgNT/ COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCH IJOG SHALL CO Sr 18 ,P•c.P-71 960BE AT LEAST THREE FEET ABOVE TOP OF PIPE ELEVATION, OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS. 2 coNs 21''�c.P _ • 18, A PERMIT SHALL BE OBTAINED FROM THE CITY OF;FONTANA PRIOR TO 3 CONST 24��.c.P 96/ ¢O ra p L-� COMMENCING ANY �.- / CONSTRUCTION WORK UNDER THIS PON TRACT. CONTACT THE CITY BY -TELEPHONE AT (714) 350-7 �Q TO PTAIN INSPECTION 4 co/vsT 2 7';P�c� /,32 Z ll 2 93. � . F AND . � AND CONNECTION PERMIT AND TO MAKE �a� IT FAR INSPECTION BY BY THE CITY OF FONTANA. 18' � 95 19. THE CONTRA.,TOR SHALL PROVIDE POR CONT ISVTA ,IY DRAINAGE AT AL.L TIMES UNTIL T . 'ii HIS STORM DRAIN SYSTEM ��� a,�P•�F�ABLE. eo 7 607 L.f=' MGI X, 1N�2 '/ SLOPES. s_� nil�X, ieT/�qL 20. THE CONTRACTOR SHALL NOTIFY TA CITY O'F 1,FONTPNA AT ( 714) 350- 0 C'oNsr. ¢s",�.c.P S -S- ' 7 610 AT LEAST 24 HOURS BEFORE ' E BEGINNNG: ONSTRUCTION. f�8 21. PRIOR TO START OF ANY CON81RUCITON '%HE CONTRACTOR SHALL OBTAIN A PUBLIC WORKS CONSTRUCTION PE IT FROM THE CITY OF /o co�sT �•�,.�•�,� \ 114 79 5?3 �-�' FONTANA ENGINEERING '�M DIVISION. 1/ CONST- 72 ",P.0 P. � _ \\� Q 8� 7 967 L F CASE M REINFORCED CONCRETE PIPE 22. THE PRIVATE ENGINEER SIGNING THESE PL , 12 CONS -T 78 ",Qc.P AIN�S RESPONSIBLE FOR - Q ?�� �O/ G �- Top of Bedding B unless otherwise _� __ -----Backfill as specified _ ASSURING THE ACCURACY* AND ACCEPTABI'.IT.Y',,,'OF THE WORK HEREON noted in the Specifications.---_,r--T cover---Excavoted bank or sheeting IN THE EVENT OF DISCREPANCIES .ARIS'ING. DU �' � ONSTRUCTION THE i 13 CoNs'T90"r2cP - PRIVATE ENGINEER SHALL BE RESPONS• B .E ,:. .• . � I `- L (t F0� • DETERMINING AN Screed Bedding A !o fit curvature and Bedd/ng B �A1 ;grade of pipe. Type of screed and the °-='� ACCEPTABLE SOLUTION AND REVISING THE PLANWFQ� APPROVAL BY THE � CONST. 7 /C �j� ii /Z ei�✓J , - 4 "Min.- 2 9 g G method of use to be approved the O'ml _///5 D' m./n. r � � Engineer PP by ` ` _ I _ '� / , i CITY . �� �. j; l ljr Bedding materia/ below bottom .. s :y . - r ' COIv'6 T. % / /) X 7KW) � C'B /r/ 2 0 Q 20e L • of pipe shall be ///2D' for pipes •, -- Bedding A 2 3 r, (J 39'and larger in diameter, and f , ALL STATE AND LOCAL TRENCH SAFETY RULE4 WILL BE RIGIDLY r 4`for pipes less than 39' In `Ercovalion to >h/s line permitted. !�/ COIti/ST 7 �y�x /2 W pUTG ET ST�UGTURE � � j / �� diameter. In no case shall It be ENFORCED. i less than l'be/ow any bell or co/lac COA16r, 7-RAN5'/T1oN 5'Tr2vcTv,2 3. CASE III BEDDING a BACKFILL AROUND PIPE (Load Factor 1.8) 24 . CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE 'NO. / liY M. h! g g „ g pipe, 60' or less (/ � • (ol'W o! n'n in line shall- be less than the to%�owin 6 "for O v In diameter,/O for pipe 63"lo/OB"inclusive in diameter ont l2 forp�pP/uryrr Than. MANUFACTURER AS TO TEST RESULTS OF PIPE AILED. l8 CONS% toe in diomefe� Theses dimensions may inc/ude the fhiciness of any shne/iny. �/J/j`/• Q_ �Q�� �j'y�LL B,E �.�5�-�. �r NgT 7-/P�1 /YS/T11�1� 5T�2vU,pE /Yo 2 W lM lam^ 1 p p P y y i, *(b)Where cover is /O'or less, •14''measured o1 the /o of the p1pe may be on �A d/mens/on greater than the above specified mlaimum, unless otherwise specified 2 5 . R.C.P. SHALL B E MANUFACTURED AND I NSR F� CTE: Z ACCORDANCE WITH on the project drow/ngs.Q , N l9 CONST• JUNCT/O/\/ ST,2U�TU�PE ND / 4. �t 4 (clWhere cover /s greater than /o' 'H' "measured at the top of the pipe sho// not be SECTION 2 0 7 - 2 .' 7 - 2.8 8 & 2.9 9 0 F THE ST -NDA . P C S FOR PU B L I C Err• 6 greater than /0 for pipe !OB" In diameter or less,. or /2' to,- pipe over /09"m . R i S9 diameter unless the contractor o1 his own expense provides Case I bedding orWORKS.ti �` ° 9 �, ZD CONST 6//\/0 7-10,1\1 S�,UCTI/1PE /YO. 5 stronger pipe. These dimensions include the thickness of any sheeting. 3 -�.3 Ems. �,%% , GENERAL NOTES m 26. ALL RESURFACING, CURBS, GUTTERS1 SIDEWALKS,• DRIVEWAYS AND ALL 2/ CONST "A /V //o L C,�/1`/0, 2 /� � � \ � /J �� /. Use Cpse III for RC.R and ACP., Cosel7 for vitrified cloy and Pio%n concrete piFe unless otherwise specihad cr . shown on the project drawings. o OTHER EXISTING IMPROVEMENTS TO BE ECONSTF��ICTED SHALL BE 2. Bedding A shol/.be composed of sand, No.3 or No.4 crushed rock or grove/, or other grana/or materia/ as may be"specified or otherwise approved bylhe Engineer. The maximum sze rock CONSTRUCTED AT THE SAME ELEVATION AlD OCAT;PqN AS THE EXISTING 22 CONST MA/VNv,/L� /YO, 7 \ %��}• or grove/ shall be No.3 for pipe 27 m diameter and larger, and No.4 for pipe smaller than 27"In diameter . Bedding B shall be composed of sand or other granular material as may be specified or olherw,•se IMPROVEMENTS, UNLESS OTHERWISE SHOWN N THP�,k-ANS- approved- by the Engineer and shall be completed prior to placing ba/once cf backfill.3lW V RlE�3 //2/ •- •-r F3Yn� NUQ7 23 CONST CQ(�C,vle>' l��Jc//U �o. / �j n J. Concrete backfill, where called for on Std. Dwg.2-D213 or where specified on the project drawings,sha/l be �1 Pl �y /?7 / .� . _ .� y Q r 2 � ! `7" �2 �ry • 27 f••� �• L ��� -�`�fi �- �.. B C C� c � !rte' C � � it I✓ 20-C-2000 concrete poured wall to wall of trench from to of BeddingA to a minimum depth of 4" over to , A �1 -- r� �+ �� - of pipe')Concrete backfill shall be used for R•C•P. and A.GR as requird on p p (v'�e t� W1 Tf l 0-40A,01 ,0� >' 24 Col 677- G7� Tc,�1 B�1 sin/ Ivo. �(�Y� /?• 4� 2 \ 6 meq, Std. Owg. Na. 2-D2/s. Nle ,eA 0 �O�C IoUBLI C <�+1012K� 1/VSF� 'TGR. �'�'C ,�"rA✓N�'E 4. Bedding B shall contain no rocks larger than 4 inch OLOCAL DEPf2�sslo/y /Vo- 2 l in grealesi dimension. 9P. A LG• /�!T-3- thereof %'1TIy 1/�GCCI T./�"� C'0i{/,dj%� ��R ✓CT PL.4ivJ�'�� 5. Where rocks are included in the bedding,"nesting" N� �/ 1 ' Tf,/�CK1.fEp !N �/���7.5� will not be permitted: 2G LOCA G D�P,2ESSloly lyo. (COAvS� PER 57- tII A1O) \ 29, P/PSS TO e� 5 {�G UC�'�D �'✓�Bi�ICK /a/r��7".4R ,� � L.-,�..G' �' I� - - ' A , A/0- ' /� C ? jr' /, 5 5 7 0 .fes 1� 6. (Y O �7 49 7 36--- /5 -- ,< ! �? �, - ' --- CONTRACTOR AGREES THAT HE SHALL "ASSUME..SOLE AND COMPLETE aI'YST JUn/cTloni,STl2l7-ureE No_ ¢ / l�Q GENE2AG /Y07�' NO. /3 j RESPONSIBILITY FOR JOB SITE' CONDITIONS DURING THE COURSE OF i CONST- "AlN/k1oz-E No_ / l 22�� -_--_ ;- - - - - - "-- -- - - ;; CONSTRUCTION OF THIS PROJECT -INCLUDING SAFETY OF ALL'PERSONS C<vQw - - --- - - - ----------- - -- ---------_- T.HE EXISTENCE- AND LOCATION OF ANY UNDERGROUND: UTILITY r - - - AND PROPERTY THAT THIS REQUIREMENT. SHALL. APPLY •CONTINOUSLY _ 2' �. PIPES ..OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAIN°ED k� QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERI-F•I•:ED : BY TH AND NOT. 'BE L-IMITED TO NORMAL WORKING HOURS: AND THAT THE CON ¢ "'CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. 1,F NO.= BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST`.OF OUR TRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER THE ENGE DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT:- AS"SH0WN E THE CITY OF 1=OrdTANAHA►RMLESS FROM ANY AND ALL LIABILITY RSA., 1 ✓ / �4• i ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE , ON THE• MAP.. THE CONTRACTOR IS REQUIRED TO TAKE .DU,E..PRE- OR ALLEGED IN CONNECTION -WITH THE PERFORMANCE OF WORK- ON' T•HIIS- CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ..CAU.TIONARY MEASURES TO PROTECT THE UTILITY LINES'.'".. 0, WN AN PROJECT, EXCEPTING FOR LIABILITY ))RISING FROM THE SOLE NEGLIGENCE THE PLANS. ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OF THE OWNER OR THE ENGINEER, AND CITY. - -REV-FST0N-S` - No: Disori tions� L Bunch Mork1TY Q '. F®NTANACALIF0RNT-A­ AAr-N>tZ'54L ;. © #40DED CITY aF• JR41VCA(-0 CZ1C-AMONGA A•;E _ -! !D O �. R KAPP & NC. UALI-C IORdS ;DEPARTMENT­ P ,eEY�S�' Qv r 70 eE- IzE� A•� . la- 5--! y- ' - :. - :..STORM: DRA IN PLANS._' � • Scale:— .` . Fit/r ./. P• A-4,0 J el c3,c/ �,Q/-�c c,QS rs�0 T� S Drown' b-•._ 3 P-6- .O va Qegi'v oX siZ� c�:.v1- - Z7,-9 CIVIL LAND PLANNERS, & S RVEYORS ENGINEERS, H : A` . L : • Thi:ACT:o r 13750 FUE 43 R.R. Spike in E.P. by PPs1536663E 8 1y. 15892 PASADENA AVENUE 5 S -C S U U S : /J/�, 3 -I6'9z = X 9.91 LST CALIFORNIA 92680 7J.4 7 0- 57 .fl e sa g n eA �,-b y.:•• ,a ti DateV -UPDAr�ST. NAMES pI> IVOTE. `I- $ 12 SSS. G-ZB-�Z , •L9.9� side of Baseline 220 ♦/-Ely of Cherry Ave. ( 1 t: HEI , . will 4,R1. G2hoFr s it mos. S-/2 /9- a/ if Zi 95 1/-09-9P 9 9 R .-.C.. - ,:.`. P". E. -M IZ CO U MW GS _ Checked by: D-2-88 ItI '�� � 1 -►8-99 � tdlq Elevation - 1313.04 .P. KAPP R.C.E. 22015 DATE y �-� Pte,,..- 3��/ g.'.