The URL can be used to link to this page

Home My WebLink About1823-1GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS" SHALL CONFORM ) 0 THESE PLANS AND TO THE LATEST STATE OF CALIFORNIA, DEPARTMENT TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT AND FROM'THESAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PRIOR TO THE START OF ANY WORK, ON THIS PROJECT. 3. STATIONING REFERS TO THE CENTERLINE OF CHANNEL EXCEPT WHERE OTHERWISE NOTED. 4. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED. 5. 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. 6. THE CONTRACTOR SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR ; TRENCH WORK AS DESCRIBED IN NOTE 5 ABOVE FROM CAL/OSHA. 7. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE COUNTY FLOOD CONTROL ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 8. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE COUNTY'S INSPECTOR. 9. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE LATEST CALTRANS STANDARD SPECIFICATIONS. 10. AS -BUILT PLANS SHALL BE PROVIDED TO THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BY THE CONTRACTOR. ( REPRODUCIBLE MYLAR - 4 MIL THICK) II. A RELATIVE COMPACTION OF NOT LESS THAN 951 SHALL BE OBTAINED FOR FILL MATERIAL WITHIN THE FLOOD CONTROL DISTRICT RIGHT-OF-WAY PER CALTRANS STANDARD SPEC [FICATIONS. SHT. 2 3 0 These Record Drawings have beenre ared based on information submitted, in part, by W.E. Blakely/ B.F. & Associates, Inc., and Western Land Concepts, Inc., that performed the field work on 1/30/90 through 2/8/90. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy nor for errors or omissions which may have been incorporated into these plans as a result. _., tiAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT t METROPOLITAN HATER I2I82 ICT O1• BSWTHERN �c<� ��ee' CAL•IIORN�CONSTRUCTION REQUIREMENTS No. 437 '��, THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RI�T-OF-WAY it r No. 041,30), OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. ITt�WILL BE EXP. '6J- 0-92 THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. REQUIREMENTS WHILE WORKING WITHIN THE RIGHTrQF-WAY. METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE j �. ,�_61IvI�, FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE' L IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELINE 1 OF CA i �) DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4'. EQyIPTtENT.,.� MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3'. EQUIPMENT.MUST , BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN L . 21, ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO �/�► USE ANY EQUIPMENT OVER H.W.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H-20, IT WILL BE NECESSARY TO SUBMIT THE: SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE (213) 250-6564 FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK; WITHIN THE M.W.D. RIGHT -OF -NAY. � CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 PRIVATE ENGINEERS NOTICE TO CONTRACTOR- 724/350-7610 I. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, SOUTHERN CALIFORNIA GAS COMPANY AND THOSE SHOWN ON -THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE DISTRIBUTION FACILITIES LOCATION AND EXT�N1'570 4TH STREET� P 0BOX 6226 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF SAN BERNARDINO, CALIFORNIA 92408 EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED 714/884-9411 CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 800/422-4133 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S SOUTHERN CALIFORNIA GAS COMPANY RESPONSIBILITY TO NOTIFY THE OWN11RS OF THE UTILITIES OR STRUCTURES CONCERNED TRANSMISSION DEPARTMENT BEFORE START'ING WORK_ 2191 BIRCH STREET 4. THE. CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING °REA, CALIFORNIA 92621 OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL 714/529-2889 LOCATIONS_ ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S 800/422-4133 ATTENTION PRIOR TO CONSTRk. ION, OTHERWISE THE CONTRACTOR ACCEPTS FULLSOUTHERN CALIFORNIA EDISON COMPANY RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. 1351 EAST FRANCIS AVENUE 5. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVE- P.O. BOX 513 MENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION ONTARIO, CALIFORNIA 91761 CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATERY STORM' 714/947-2996 -- UNDERGROUND POWER DRAINAGE, SANITARY SEWER, FLOOR CONTROL SYSTEM, ETC. FORTY-EIGHT HOURS PRIOR r,," v ii 714/875-5100 -- TRANSMISSION -213/037-1233 TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: -- PIPELINES "$00/422-4133 IMPROVEMENT PLANS SHEET INDEX N.T.S. T JURUPA --T- AVE. J - •T > > lui W I a , a, Q, I 07 I 10 11 1 12 13 �: 14 ?, 15 16 w a V Q Q( ~ }a - WI V V W co Q C PRESS ` VILLAGE _DRIVES JEAST 4VE. 6 L Q INDEX OF SHEETS, I 1. DECLEZ CHANNEL - INDEX MAP _jQ J� 2. DECLEZ CHANNEL - STA, 123--00 TO STA. 129-'-00 L 3, DECLEZ CHANNEL- STA. 129+ 00 TO STA, 137+00 0 4. DECLEZ CHANNEL- STA. 137+ 00 TO STk 145+00 5. DECLEZ CHANNEL STA. 145+00 TO STA, 153+00 0 S .4 LC .�Ftv 6. DECLEZ CHANNEL - STA. 153+00 TO STA, I6 I +00 1 C� 7. DECLEZ CHANNEL- STA. 161+00 TO STA. 169+00 8, DECLEZ CHANNEL - STA. 169+00 TO STA. 177+00 9. DECLEZ CHANNEL -• STA. 177+00 TO STA. 185+00 10. DECLEZ CHANNEL - STA. 185+00 TO STA. 193+00 I L DECLEZ CHANNEL- STA. 193+00 TO STA 201+00 12. DECLEZ CHANNEL - STA. 201+00 TO STA. 209+00 13. DECLEZ CHANNEL- STA. 209+00 TO STA. 217+00 GENERAL TELEPHONE COMPANY 14. DECLEZ CHANNEL- STA. 217+00 TO STA 225+00 245 NORTH MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 15. DECLEZ CHANNEL - STA. 225+00 TO STA. 233+00 213/357-2257 16. DECLEZ CHANNEL- STA. 233+00 TO STA. 242+42.12 800/422-4133 - 17. DECLEZ CHANNEL - DETAIL SHEET (CIVIL) SAN BERNARDINO COUNTY FLOOD CONTROL 18. DECLEZ CHANNEL- DETAIL SHEET (CIVIL) AND WATER CONSERVATION DISTRICT 19. DECLEZ CHANNEL- DETAIL SHEET (STRUCTURAL) 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 20. DECLEZ CHANNEL - DETAIL SHEET (STRUCTURAL) 714/383-1665 21. DECLEZ CHANNEL - DETAIL SHEET (STRUCTURAL) 22. DECLEZ CHANNEL. DETAIL SHEET (STRUCTURAL ) ' 23 DECLEZ CHANNEL - DETAIL SHEET ( STRUCTURAL ) PACIFIC TELEPHONE AND TELEGRAPH COMPANY' 24. DECLEZ CHANNEL- DETAIL SHEET ( STRUCTURAL ) 3073 ADAMSSTREET RIVERSIDEE,, CALIFORNIA 92504 25. DECLEZ CHANNEL - BRIDGE AND STREET DATA -LIVE OAK AVE 714/"359-2585 26. DECLEZ CHANNEL -- BRIDGE AND STREET DATA -BEECH XVE . 800/422-433 s 27. DECLEZ CHANNEL - BRIDGE AND STREET DATA- CITRUS AND POPLAR AVE .METROPOLITAN WATER DISTRICT OF -SOUTHERN CALIFORNIA y (213/250-6432) r COMCAST APPROVED BY: t .. ` f 1 C0MC,. AST CABLEVISION 1257 W. BROOKS STREET ITY OF FONTANA - - - --- - - ONTARIO, CALIFORNIA 91742 18932 4 (714/983-9895) CITY ENGINEER R.C.E. DATE APPROVED BY •• PASADENA (818) 792-3096Consulting. , SANTA ANA (714) 979-1701 O PALM SPRINGS (619) 320-4220 FLOOD CONTROL ENGINEER R E 11543 - RECORD 0,94kVIA165 fp 3-7-30 WILLIAM D. LE IS EXf' 6•- LU Q ENGR. CITY NO. DESCRIPTION APOR DATE APPR . DATE SCALE F9LE. NO. DAT E. DESIGNED BY SS � �M CHECKED BY JH /1 R E V I S 10 N S DRAWN BY MK DATE 7- �' 97 NONE 1400 529 FORD 02APHICS 100405 BASIS OF BEARING: I BENCH MARK: THE BEARING OF N09"31 -36"W FOR THE SOUTH RR SPIKE ON PP 467432',x,:: ATI THE :INE OF THE SOUTHWEST CANE-QUAPTFP OF I.NTERSI< TION OF JUROPA. hVENUF AND SECTION 35, TOWNSHIP i SOUTH, RANGE 6 WEST t1i ULBEPP', .AVENUE E:LC; (, 916. 40'. AS SHOWN ON THF RECORD C1= SURVEY ZIvCOR[)ED IN BOOK 46 PAGES, c , 6 O►= THz OF 1I '11AI_ RECCPDS OF SAN BERNARDH1 `O COUNTY SAN BERNARDINO- COUNTY FLOOD CONTROL DISTRICT PROJECT NO. DECLEZ CHANNEL ' . - i terN DiE qY' M - A` P l DWG. Nn. OF fD U. /AO. 1B 23 FONTANA Uj w LLT w W W w Y - 10 Q o v .. cc W., =Cr ir Q o JURU PA o �- W W v �3 .-i AVE. Q1 vi Q D -MARLAY4' PROJECT AVE.. r Air ,, �,,,, ��+ AREA RIVERSIDE cr W RD. �r" � •+ ("'�. �`�'" JURv� ��''; -.- +. F6/014 ...r-- SAN BERNARDINO CO. ��r1• �u�ewn x K JURUPA HILLS � RIVERSIDE Co. 0 Of VICINITY MAP N.T.S. SHEET INDEX N.T.S. T JURUPA --T- AVE. J - •T > > lui W I a , a, Q, I 07 I 10 11 1 12 13 �: 14 ?, 15 16 w a V Q Q( ~ }a - WI V V W co Q C PRESS ` VILLAGE _DRIVES JEAST 4VE. 6 L Q INDEX OF SHEETS, I 1. DECLEZ CHANNEL - INDEX MAP _jQ J� 2. DECLEZ CHANNEL - STA, 123--00 TO STA. 129-'-00 L 3, DECLEZ CHANNEL- STA. 129+ 00 TO STA, 137+00 0 4. DECLEZ CHANNEL- STA. 137+ 00 TO STk 145+00 5. DECLEZ CHANNEL STA. 145+00 TO STA, 153+00 0 S .4 LC .�Ftv 6. DECLEZ CHANNEL - STA. 153+00 TO STA, I6 I +00 1 C� 7. DECLEZ CHANNEL- STA. 161+00 TO STA. 169+00 8, DECLEZ CHANNEL - STA. 169+00 TO STA. 177+00 9. DECLEZ CHANNEL -• STA. 177+00 TO STA. 185+00 10. DECLEZ CHANNEL - STA. 185+00 TO STA. 193+00 I L DECLEZ CHANNEL- STA. 193+00 TO STA 201+00 12. DECLEZ CHANNEL - STA. 201+00 TO STA. 209+00 13. DECLEZ CHANNEL- STA. 209+00 TO STA. 217+00 GENERAL TELEPHONE COMPANY 14. DECLEZ CHANNEL- STA. 217+00 TO STA 225+00 245 NORTH MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 15. DECLEZ CHANNEL - STA. 225+00 TO STA. 233+00 213/357-2257 16. DECLEZ CHANNEL- STA. 233+00 TO STA. 242+42.12 800/422-4133 - 17. DECLEZ CHANNEL - DETAIL SHEET (CIVIL) SAN BERNARDINO COUNTY FLOOD CONTROL 18. DECLEZ CHANNEL- DETAIL SHEET (CIVIL) AND WATER CONSERVATION DISTRICT 19. DECLEZ CHANNEL- DETAIL SHEET (STRUCTURAL) 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 20. DECLEZ CHANNEL - DETAIL SHEET (STRUCTURAL) 714/383-1665 21. DECLEZ CHANNEL - DETAIL SHEET (STRUCTURAL) 22. DECLEZ CHANNEL. DETAIL SHEET (STRUCTURAL ) ' 23 DECLEZ CHANNEL - DETAIL SHEET ( STRUCTURAL ) PACIFIC TELEPHONE AND TELEGRAPH COMPANY' 24. DECLEZ CHANNEL- DETAIL SHEET ( STRUCTURAL ) 3073 ADAMSSTREET RIVERSIDEE,, CALIFORNIA 92504 25. DECLEZ CHANNEL - BRIDGE AND STREET DATA -LIVE OAK AVE 714/"359-2585 26. DECLEZ CHANNEL -- BRIDGE AND STREET DATA -BEECH XVE . 800/422-433 s 27. DECLEZ CHANNEL - BRIDGE AND STREET DATA- CITRUS AND POPLAR AVE .METROPOLITAN WATER DISTRICT OF -SOUTHERN CALIFORNIA y (213/250-6432) r COMCAST APPROVED BY: t .. ` f 1 C0MC,. AST CABLEVISION 1257 W. BROOKS STREET ITY OF FONTANA - - - --- - - ONTARIO, CALIFORNIA 91742 18932 4 (714/983-9895) CITY ENGINEER R.C.E. DATE APPROVED BY •• PASADENA (818) 792-3096Consulting. , SANTA ANA (714) 979-1701 O PALM SPRINGS (619) 320-4220 FLOOD CONTROL ENGINEER R E 11543 - RECORD 0,94kVIA165 fp 3-7-30 WILLIAM D. LE IS EXf' 6•- LU Q ENGR. CITY NO. DESCRIPTION APOR DATE APPR . DATE SCALE F9LE. NO. DAT E. DESIGNED BY SS � �M CHECKED BY JH /1 R E V I S 10 N S DRAWN BY MK DATE 7- �' 97 NONE 1400 529 FORD 02APHICS 100405 BASIS OF BEARING: I BENCH MARK: THE BEARING OF N09"31 -36"W FOR THE SOUTH RR SPIKE ON PP 467432',x,:: ATI THE :INE OF THE SOUTHWEST CANE-QUAPTFP OF I.NTERSI< TION OF JUROPA. hVENUF AND SECTION 35, TOWNSHIP i SOUTH, RANGE 6 WEST t1i ULBEPP', .AVENUE E:LC; (, 916. 40'. AS SHOWN ON THF RECORD C1= SURVEY ZIvCOR[)ED IN BOOK 46 PAGES, c , 6 O►= THz OF 1I '11AI_ RECCPDS OF SAN BERNARDH1 `O COUNTY SAN BERNARDINO- COUNTY FLOOD CONTROL DISTRICT PROJECT NO. DECLEZ CHANNEL ' . - i terN DiE qY' M - A` P l DWG. Nn. OF fD U. /AO. 1B 23