The URL can be used to link to this page

Home My WebLink About2502-115817 FONTANA UJ 'S.P R.R. SLOVER y a� - 5 3/4' 24'1 010. --- -- 2 Vd' d 411 . AVENUE W � a r p • : - Step 8eneaffi a Frame > a 1 NSTALL SEWER CLEANOUT *BOX PER. a 0 Alternate- wire crossband Q 9-1/4'�Calls ."; �° , C a 0aCr > w °- Uluw w w JURUPA v m g 11810 AVENUE V) STANDARDS AND SPECIFICATIONS CX I NOTES ( CASE 1): VILLAGE DR. 1. WH RE LEARA% BETWEEN BOTTOM OF 4 0,?..Rvs o'. W x JURUPA REGIONAL JURUPA HILLS PARK i VICINITY MAP N.T. S. .4o x SAN BERNARDINO �\�- RIVCRJIUC LV. SEWER IMPRO PL2A VEMENTNS F ONT2 , ANA, CALIFORNIA r lk D J I�S_- ON INDEX MAP /N> 1a A U-11 ILT,�, 1lIESE RECORD DRAWINGS HAVE BEEN PRVARO "BAW ON NppRAtK(ION PROVIDED 8Y OTHERS THE EN811t` OT YgRlF1ED THE ACCURACY OF THIS INiONMAT oft gyp{=* pF,ippMbiBlE FOR ANY ERRORS 4R 'MNK�i'W�bE INCORPORATED HEREIN A3 A REM PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 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 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY .: CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. LLQ tib Surfase of Ground tdManhole frame - - -, a Cover 3 " - 5 3/4' 24'1 010. --- -- 2 Vd' d 411 INSTALL STANDARD MANHOLE PER Place top �1 r p • : - Step 8eneaffi a Frame _ 4° 1 NSTALL SEWER CLEANOUT *BOX PER. 5" Alternate- wire crossband , ---_ 9-1/4'�Calls ."; �° , to . ,. •� t ,, . ' , line ' 'IV4'' + °�- Uluw INSTALL 811 EXTRA STRENGTH VITRIFIED P' 511 �•-. See#6� O CLAY PIPE PER CITY OF FONTANA 11810 LF. t o " N _ '•� r00 8 y �r'� N• a L� a 57/8 °D 1, / ,, 5 I 4 48°dia r• - 'D 'E ONE HALF -SECTION o M 1 2' �� 8 a aS . U } N V4" I V4,. if 41/8 48.. K' SECTION OF r, , e ,L TOP RINGS 561/4 f' (Pre -Cast R.0 53 Y/32"dia 48' I.O. . 3/4 I a , -,�'• ►` 123/32.. -TCY g I? • i ;' c , R ' ` 48" I.D. 53 516"dia � N - „` `� JOINT DETAIL I _ 4 - 81/4 I NOTES ^'-�- "''-----•- S Std t N !!3 d ii4 f d d CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM TOTAL UNIT S IZF INSTALL STANDARD MANHOLE PER 2% X10-100 O CITY OF FONTANA STANDARD DETAIL 112 9 EA. 1 NSTALL SEWER CLEANOUT *BOX PER. UNDISTURBED 12"i 11�1 O C I TY OF FONTANA STD. DET. i 25A (FOV- 64 EA. 05 BARS TERMINAT 3� FROM END '` 7;�� !:��. CON CtZETE A;ZF.AS) 4 I2ri 0 (FOP. LAW V. A?t AREAS) i OF CONC. 2 Uluw INSTALL 811 EXTRA STRENGTH VITRIFIED 11 (� O CLAY PIPE PER CITY OF FONTANA 11810 LF. STANDARDS AND SPECIFICATIONS CASE I NOTES ( CASE 1): INSTALL 411 EXTRA STRENGTH V. C. P. 1. WH RE LEARA% BETWEEN BOTTOM OF 4 SEWER LATERAL PER CITY OF 2,300 LF (Ty . L! --��NO, FONTANA STD. DETAIL 125. SEE NOTE 14 11 MAX. O.C.) POLYETHYLENE' -,-WRAPPED IN�CONFORMANCE TIGHT PLUG WITH C ASS A �pNC. psi) 5 REG�TENIN6 BANDR I EA S CTION "A" rAll STUCTURE INSTALL CONCRETE ENCASEMENT 12„ + SPECIFIED ON PLAN. 1W O6 PER DETAIL ON THIS SHEET. LF 0 i. ee , " ai I os. iii, , an or rop an Junction details and typical )unctions. 2. Eccentric cones say be used in lieu of concentric cones. 3. The lowest manhole step shall be placed not less than 16' nor more than 24' above shelf. 4. The upper manhole step shall be placed between the top of manhole and the manhole cover frame and shall project not more than 3' Inside manhole. 5. All joints shall be mortared. 11A11J - ---eoNC. ENCASEMENT NOTE USE 8- 4 LONGITUDINAL CASE 2 - BARS EQUALLY SPACED FOR PIPE LARGER THAN 15 yr i. WHERE CLEARANCE BETWEEN BOTTOM OF UNDERGROUND PIPE OR STRUCTURE AND TOP OF SEWER IS 6' TO 18' . CASE 2 APPLIES. 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA STRENGTH V. C. P. TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 3. NOTE 3 FROM CASE i APPLIES, STANDARD PROTECTION FOR MAIN LINE AND HOUSE CONNECTION SEWERS N. T. S. 611 MIN. - 1011 MAX. 1 G SFLECTED NATIVE SOIL 11 MAX. SIZE 1 COMPACTED TO 90 % J. ; N Z .i - 12 NATIVE BEDDING j / a o COMPACTED TO 90°/ CL t n• 4 3F7 - loo TYPICAL BEDDING FOR 8" V C P LESS THAN 10' DEEP N.T. S. 611 MIN. - 1011 MAX. ' ° OFPIPE opo S IZF PRECAS 2% X10-100 No. i POUR AGAINST I`�- ' "'':-"'�'�' Utz -6" MIN. a, UNDISTURBED 12"i 11�1 121f EARTH '�} �'� �I r- 05 BARS TERMINAT 3� FROM END '` 7;�� !:��. i OF CONC. 2 Uluw 11 (� SECTION °C"-t1Ct1 CASE I NOTES ( CASE 1): 1. WH RE LEARA% BETWEEN BOTTOM OF PR CAST PIPE STORM DRAIN AND TOP OF SANITARY SEWER I I S LESS THAN 61, CASE 1 3P)_1 �6 4 ,APPL; LES. .. . 11 - NO. 4 BAR LONGIT. ( TYP. OF 4) * 2. SANITARY SEWER`tSHALL BE DUCTILE IRON PIPE-: `CLASS 50, (MIN. ) , EPDXY LINED IN CONFORMANCE WITH ASTM A 746 AND (Ty . L! --��NO, 4 TIE BAR (24 11 MAX. O.C.) POLYETHYLENE' -,-WRAPPED IN�CONFORMANCE WITH AWWA C105. C ASS A �pNC. psi) 3. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENTONE I :.3000 OFCF PIPE JOPI NTNBEYOND LOCAT IONS S CTION "A" rAll STUCTURE UNDERGROUND TRENCH 12„ + SPECIFIED ON PLAN. 1W - NOTES ( CASE 2): i. ee , " ai I os. iii, , an or rop an Junction details and typical )unctions. 2. Eccentric cones say be used in lieu of concentric cones. 3. The lowest manhole step shall be placed not less than 16' nor more than 24' above shelf. 4. The upper manhole step shall be placed between the top of manhole and the manhole cover frame and shall project not more than 3' Inside manhole. 5. All joints shall be mortared. 11A11J - ---eoNC. ENCASEMENT NOTE USE 8- 4 LONGITUDINAL CASE 2 - BARS EQUALLY SPACED FOR PIPE LARGER THAN 15 yr i. WHERE CLEARANCE BETWEEN BOTTOM OF UNDERGROUND PIPE OR STRUCTURE AND TOP OF SEWER IS 6' TO 18' . CASE 2 APPLIES. 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA STRENGTH V. C. P. TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 3. NOTE 3 FROM CASE i APPLIES, STANDARD PROTECTION FOR MAIN LINE AND HOUSE CONNECTION SEWERS N. T. S. 611 MIN. - 1011 MAX. 1 G SFLECTED NATIVE SOIL 11 MAX. SIZE 1 COMPACTED TO 90 % J. ; N Z .i - 12 NATIVE BEDDING j / a o COMPACTED TO 90°/ CL t n• 4 3F7 - loo TYPICAL BEDDING FOR 8" V C P LESS THAN 10' DEEP N.T. S. 611 MIN. - 1011 MAX. ' ° - Z opo S IZF Pa�IIJG 2% X10-100 No. a, w o 6. 3/4' o ga l v. Iron step or plastic steps per ASTM A-82, d. 2 ASTM C-478, ASTM Type 11 Grade 43758. 1/411 TO 3/411 STANDARD PRE -CAST MANHOLE ROCK BEDDING PER CITY OF FONTANA STANDARDS TYPICAL BEDDING FOR 8"VCP DETAIL 112 10' OR DEEPER N. T. S. N. T. S. GENERAL NOTES I THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. ANQ THE STlU DARP 15PECIPICATIO14 FOR PUIN'_1i0 -W0RKS C0N5TR.UCTIOIJ_ C GREEN Imo) LATEST F"1S(0 NS, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA FNGINEL12-ING blvlStON PR I OR TO START OF ANY WORK W I TH I N THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1 1. 6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE EN6INEI=R OF KECWI?. RECOF-P DRAINING SHALL BE FDVIDEP `(D `i}iE CITY O(- FONTANA. It. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED'DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL 4' HOUSE SEWER LATERALS SHALL BE INSTALLEBr9N A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD 125-A. OR 129 5. 14. TERMINATE ALL 4' HOUSE SEWER LATERALS INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W., THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 15, CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTORS(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909) 350-7610 SO. CALIF. GAS COMPANY --DISTRIBUTION FACILITIES 10231 VALLEY BLVP FONTANA, CALI FOV-N(A 9Q335 TELEPHONE (9oq) Sa9-9`1 I l OR ( 800) 422-- 4133 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (905)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REPIN06P 'A`IF-WOE FONTANA, CaLIFORAl1A 9233 0 (909) 35�� G031 (S0. OF MERIZIL-G) .(909) 351 - 6223 C NO. Of me-RR11 ) (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO CALIFORNIA 92408 TELEPHONE (909383-1665 PACIFIC TELEPHONE 6 TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 it L). (,;= 6V ; `c f PRIVATE ENGINEERS NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DESCREPANC I ES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. t ° sll=v� opo S IZF Pa�IIJG 2% X10-100 No. GENERAL NOTES I THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. ANQ THE STlU DARP 15PECIPICATIO14 FOR PUIN'_1i0 -W0RKS C0N5TR.UCTIOIJ_ C GREEN Imo) LATEST F"1S(0 NS, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA FNGINEL12-ING blvlStON PR I OR TO START OF ANY WORK W I TH I N THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1 1. 6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE EN6INEI=R OF KECWI?. RECOF-P DRAINING SHALL BE FDVIDEP `(D `i}iE CITY O(- FONTANA. It. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED'DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL 4' HOUSE SEWER LATERALS SHALL BE INSTALLEBr9N A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD 125-A. OR 129 5. 14. TERMINATE ALL 4' HOUSE SEWER LATERALS INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W., THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 15, CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTORS(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909) 350-7610 SO. CALIF. GAS COMPANY --DISTRIBUTION FACILITIES 10231 VALLEY BLVP FONTANA, CALI FOV-N(A 9Q335 TELEPHONE (9oq) Sa9-9`1 I l OR ( 800) 422-- 4133 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (905)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REPIN06P 'A`IF-WOE FONTANA, CaLIFORAl1A 9233 0 (909) 35�� G031 (S0. OF MERIZIL-G) .(909) 351 - 6223 C NO. Of me-RR11 ) (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO CALIFORNIA 92408 TELEPHONE (909383-1665 PACIFIC TELEPHONE 6 TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 it L). (,;= 6V ; `c f PRIVATE ENGINEERS NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DESCREPANC I ES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. t