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Home My WebLink About1624-10 FONTANA LOCATION MAP N.T.S. I PROJECT SITE SM am 00—:._._. F RNERSDE CO. j\ja i3soca i o -r 1 FONTANA LOCATION MAP N.T.S. I PROJECT SITE SM am 00—:._._. F RNERSDE CO. j\ja i3soca i o -r S 1E�VIEIV J\/13, 20_;/4/27-32 A �I TOTA NO. ITEMQUANTITY INSTALL STANDARD MANHOLE PER CITY OF 0 _ 2 2 00 �1 FONTANA STANDARD DETAIL 112. r b i• S 1E�VIEIV J\/13, 20_;/4/27-32 A �I TOTA NO. ITEMQUANTITY INSTALL STANDARD MANHOLE PER CITY OF 0 _ 2 2 00 �1 FONTANA STANDARD DETAIL 112. J T INDEX MAP WAIM Lim LOCA'ITOIt THR WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED OR OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER COMPANY DATED SEPT. 23, 1988. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES Oft STRUCTURES *EPORTE"D BY B 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 FEQUIRE'D 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 RE 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. •:- II \kA ID U) 0\VI� fly IL A *r-4� 8 GENERAL NOTES: 1 . THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL Cdl1►Oltlll TO At L lUiU ATHESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD N- SA SPECIFICATIONS PUBLIC WORKS DEPARTMENT CITY OF FONTANA. REFER TO DEFINITIONS AND TERM'S IN CITY STANDARD SPECIFICATIONS, 2. CONSTRIJUTI ON PERMITS SHALL BE OBT INS FROM FONTANA rMLIC MOCKS DEPARTMENT PRIOR TO START OF ANY MONY WITHIN TWE CITY LIMITS. AC .1r. NOO 13 061 � 3: STATIONING NOTED GRS TO THE CENTERLINES OF STREET EXCEPT M'AERE 4. ALL UNDNRGTWUND WORI; SMALL IN CORPLE!'ED PRIOR TO PAYIIIG OF STREETS. ! S. EXISTING ON rRG'RMft 11TILITIES ARE AS PEW AVAILAKE WCOCD'! . THE CONTRACTOR SHALE" BE RESPONSIBLE FOR VERIFYING T111E ACTUAL LOCATION AND ELEVATION IN THE FIELD. 7"II 6. E WALLS AND PACES OE ALL EXCAVATIONS GREATER TW'FIV% (`6) OK TRU TIO NOT S ND UAN TIMAT FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED SY A SAoRING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVI (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVLiKENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO fLRM 1M 1XCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 AS IRON CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATION'S FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.8. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SMALL 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 TWE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY "THE CON! AC TO TAE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RE'SPORS I SLE FOR TILE 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. Z tjl 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SMALL SE —' CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTORAND L SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER �. ff/OR 7V 0#57,IUCAON Of THfI/ATfA. Jf/Yf/f COMPLETION OF PAVING. tf� LLl �+IIY/9/OR 570AN DAA/N LA12''3 . )%f C2WAACTDA smzz fXPOSf 7A'f ewsr/m am," SlAr ze me AR 13. ALI, 4" NOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% 4" COUPLMIG 4" .5709/! DTAIW L1Nt3 N11fR20 C0W1WrrI/V1YS /V/LL MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY OCCLIA AND !/fi Tiff/J/ ELE!/AT/DA' ABY !Ol.�Tl'AW ING I NEER . 7fRM/NATE ALL 4" MOM si'll'ZR LATr'RA15 3' #V.flnf sill' LOT MIN. O.D. Miff. A?Pi14UAL AY Tfi'f 0, Y Of IW7AYN Of A f190PD.fD ONE LAYER OF IS Ib. BULDAVG CONNECT/ON TDA CITY EAC/L/Ty ODs HOT IRE A R116. sNouLO A P�ecrc_ uLrLITif.S 1�AsfMfN7 of CcNTi6uDUs 70 PAPER AS BOND BREAKER /A/PL r APPAD!/i9L Of TNf CDAAfL'7NfS5 Of 74,1fIRE Sntff7 M -0-N, W LA7fRA1S SHAca fXIfN,D AC1fO.iS rlYf fAS,�JY1fNT AROUND PIPE & COUPLINGS. fLfUAT/ON AND10A LOCAT/ON AS S/:MN ply AND TfRlY1/NA�E �' JNs/Of TNf lOT A3 �MIFASURPD fROM lXf UI/L17Y .i " '� • 'A : '. _ ; ,' ,' V THE PIA N5. EASEMENT L /N1` . 4 PROVIDE FLEXIBLE DONT :• 15. CHRIS. • X M SMALL BE PLACED ON THE CURS OVER LOCAT I i111'S M S'EWEIt EXTERIOR TO & WITHIN I .•�,. sl: LATERALS BY THE SEWER CONTRACTOR. OF ENCASEMENT ENDS �:� �►,;; � = t} �• t �; 16. IT SHALL SBE TWE CORIVAC'I'0►R S RESPONSIBILITY TO VIR I FY TIS _ ��"; .r dam•err -•r s w ah a HORIZONTAL LOCATION AND VERTICAL RLEVATIONS OF ALL UTILITY « CLASS I CONCRETES"v•' :.ai:�"J>!: _ �'LI' CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO TAE SEWER. �+ •+�•^ ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER ' • -L • �~ PRIG TO CONSTRUCTION. � 17 . TR CBIIWTRAC'TOR (S) SHALL COOBRDIRATE O NS'TROCTION WITH ALL _ CONCRETE ENCASEMENT UT I L IT IES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED WIN w 6000 - T •• N ~ • . • ..• �• T0, GAS, T'ELEPHONt, ELECTRICAL, LIGNTINa, ?ELEVISION CABLE. N.T.S. LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, It • :. : S EWER , STORM DRA I NAGE , FLOOD CONTROL SYSTEMS, ETC. 48 -1111 yRs ». • + � ,, � • ,S :;�__ `� PRIOR TBD EXCAVATION NEAR THEIR FACILITIES, NOTIFY: _ � •••. i .fit• ,~ M► ITY OF FiONTANAj 7T : awe •� �� • _; _ 1 6�� Mo.'6F� M1`14. 8353 3IEIfRA A�lltlH € -�- ores 6 MIN. a �MIIV. 10 MAX. 10�� MAX. _ _ __ l0 MAX. to MAX. FONTANA, CALIFORNIA 92335 : re" : 1�n -Cast RC TELEPHONE 4)350 CALIF . GASCOMPANY- D I STR I BU'T I ON FACILITIES Rt:TION TOP, ��x y� 'gLECTEDs1Z EATIVE SOK 570 4TH STREET, P.O. !OX 6226 T9►e_Catt Rf:J 'SAN BERNARD I NO , CALIFORNIA 92408 COMPACTED TO 90 % TELEPHONE (714)884-9411 OR (800)422-4133 • - i" -~' ,_ • - _ •. CALIF GAS COMPANY-TRANS'M I SS I ON DEPARTMENT • 1, s-te �_+ S ' ' „- ;. W 2191 BIRCH STREET . •�w'e. .0"I"MAnt':ZIZE ELECTED BREA, CALIFORNIA $2621 .L •. W NATIVE BEDDING TELEPHONE (714)529-2889 OR (800)422-4133 �'- IIOfMT NAIL ;;; ♦ "''3'' d COMPACTED TO 90% t �=:' : o ..., : L SOUTHERN CALIFORNIA ED I SON COMPANY s►..."�'c..««. NOTE S = o. �`b a '•` 1351 E. FRANCIS AVENUE, P.O. BOLI 513 010 1 Sb. D11a1� 0'1131"4 IISb Mt fOf lko/ ONTARIO, CALIFORNIA 92621 unction Beta Is and ypltal junctions. / L ccentrie cone may be used in lieu of _ s TELEPHONE (714)947- 2996-UNIJtERGROUPR) POMEt� / Concentrk Cones. f 9 f / 3 The h�wtst innMwle � shah be 'lace! nIb I/4" TO 3/4" S (714) 875 � 100-TRANSM 1 SS I OIM less than K" nor rtwr�e than 24"above shelf. (213)637 -1233 -PIPELINES, OR �� DDMa � _...._ _ . 1, Yht upper manhole step shat! be placed (800)422-4133 _ between tae top of manhole and the manhole cover fframe and shalt project aEIIERAL EPM�O�NE G�NIPAIIT ono+ more than 3" inside manhole. TYPICAL BEDDING FCR S VCP TYPICAL !BEDDING FFR a VCR 245 N. MOUNTAIN VIEW AVENUE A All jollMs shah be mortared.POMONA, CALIFORNIA 91766 6-5/4"0A . 3/4"0Ags lv. Iron step epsM 1 CstiC ps to OR DEEPER LESS THAN 10' DEEP TELEPHONE (213)357-2257 OR (800)422-4133 T . pA 51W 'Type IA G raAde 43758. INBRNARD I NO —CO—U—N--T-Y— FLOOD CONTROL DISTRICT N.T. . S. NT.S. fESS i ��0 GE 0. 4f e, 825 EAST THIRD STREET i AS -BUILT LATERAL LOCATIONS HAVE BEEN ADDED TO THESE DRAWINGS BASED h o� SAN BERNARDINO, CALIFORNIA 92408 STANDARD PRE- CAST MANHOLE ON INFORMATION SUBMITTED, BY GOC SURVEY SYSTEMS. AS -BUILT DRAWINGS ac TELEPHONE (714)383-1665 RCE 401st � PER CITY OF FONTANA STANDARDS WERE NOT AVAILABLE FROM THE CONTRACTOR OR THE DEVELOPER. THE AS- ACIFIC TELEPHONE A TELEGRAPH COMPANY -- --- - BUILT INFORMATION SHOWN HEREON IS BELIEVED TO BE CORRECT HOWEVER, ru* sf t/ii * 3073 ADAMS STREET DETAIL II'a MUSSER ENGINEERING CONSULTANTS, INC., CANNOT ACCEPT RESPONSIBILITY . clivit-RIVERSIDE, CALIFORNIA 92504 AI . T S. FOR ITS ACCURACY. �l�IfOFCAUF�TELEPHONE (714)359-2585 OR (800)422-4133 BENCH MARK ► i Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA . R R SPIKE ON PP 674 3 20 E AT 265 N. SAM GABRIEL BLVD. (618) $68-2468 PUBLIC WORKS DEPARTMENT v� THE INTERSECTION OF JURUPA. PASADENA, CALIFORNIA 91107 Drawn by: Scale: AVE AND MULBERRY AVENUE ,Ari- SOUTHRIDGE VILLAGE nro scACE "A S BUILT' Approved : ELEV. 918.40 - tS d Designed by: — TRACT NO. 13946-1; 2; 4 Date ADDED "AS DU/L T" SEWER LATERAL ABTA GEORGE r MUSSER R.C. E. 40982 Date RTL SEWER IMPROVEMENT PLANS 6 88 IL� 4- 2849 4,opnq STORM DRA/N � � � fXP DATE 31311 -AV Checked by: Dw!• Me. REV. DATE EN DESCRIPTION DATE I TY #xaa E•C . App►aM'd :1 " I N I f62� 5 TOTA NO. ITEMQUANTITY INSTALL STANDARD MANHOLE PER CITY OF 1 3946 I 1 14 _ 2 2 UNIT 9 �1 FONTANA STANDARD DETAIL 112. EA• O3 INSTALL 8" VITRIFIED CLAY 11 7( 1065 674 • 12,2� PIPE PER CITY OF FONTANA STANDARDS AND ,64 SPECIFICATIONS. O INSTALL 4" SEWER LATERAL PER CITY OF 423 /rl 5, d60 815 FONTANA STANDARD DETAIL 125. l•f �5 INSTALL 8" WATER TIGHT PLUG WITH TIGHTEN -0 v 2 ING BAND. EA• 6D INSTALL CONCRETE ENCASEMENT PER DETAIL THIS D Q Q 7d ZO SHEET. f SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVI (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVLiKENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO fLRM 1M 1XCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 AS IRON CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATION'S FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.8. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SMALL 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 TWE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY "THE CON! AC TO TAE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RE'SPORS I SLE FOR TILE 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. Z tjl 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SMALL SE —' CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTORAND L SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER �. ff/OR 7V 0#57,IUCAON Of THfI/ATfA. Jf/Yf/f COMPLETION OF PAVING. tf� LLl �+IIY/9/OR 570AN DAA/N LA12''3 . )%f C2WAACTDA smzz fXPOSf 7A'f ewsr/m am," SlAr ze me AR 13. ALI, 4" NOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% 4" COUPLMIG 4" .5709/! DTAIW L1Nt3 N11fR20 C0W1WrrI/V1YS /V/LL MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY OCCLIA AND !/fi Tiff/J/ ELE!/AT/DA' ABY !Ol.�Tl'AW ING I NEER . 7fRM/NATE ALL 4" MOM si'll'ZR LATr'RA15 3' #V.flnf sill' LOT MIN. O.D. Miff. A?Pi14UAL AY Tfi'f 0, Y Of IW7AYN Of A f190PD.fD ONE LAYER OF IS Ib. BULDAVG CONNECT/ON TDA CITY EAC/L/Ty ODs HOT IRE A R116. sNouLO A P�ecrc_ uLrLITif.S 1�AsfMfN7 of CcNTi6uDUs 70 PAPER AS BOND BREAKER /A/PL r APPAD!/i9L Of TNf CDAAfL'7NfS5 Of 74,1fIRE Sntff7 M -0-N, W LA7fRA1S SHAca fXIfN,D AC1fO.iS rlYf fAS,�JY1fNT AROUND PIPE & COUPLINGS. fLfUAT/ON AND10A LOCAT/ON AS S/:MN ply AND TfRlY1/NA�E �' JNs/Of TNf lOT A3 �MIFASURPD fROM lXf UI/L17Y .i " '� • 'A : '. _ ; ,' ,' V THE PIA N5. EASEMENT L /N1` . 4 PROVIDE FLEXIBLE DONT :• 15. CHRIS. • X M SMALL BE PLACED ON THE CURS OVER LOCAT I i111'S M S'EWEIt EXTERIOR TO & WITHIN I .•�,. sl: LATERALS BY THE SEWER CONTRACTOR. OF ENCASEMENT ENDS �:� �►,;; � = t} �• t �; 16. IT SHALL SBE TWE CORIVAC'I'0►R S RESPONSIBILITY TO VIR I FY TIS _ ��"; .r dam•err -•r s w ah a HORIZONTAL LOCATION AND VERTICAL RLEVATIONS OF ALL UTILITY « CLASS I CONCRETES"v•' :.ai:�"J>!: _ �'LI' CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO TAE SEWER. �+ •+�•^ ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER ' • -L • �~ PRIG TO CONSTRUCTION. � 17 . TR CBIIWTRAC'TOR (S) SHALL COOBRDIRATE O NS'TROCTION WITH ALL _ CONCRETE ENCASEMENT UT I L IT IES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED WIN w 6000 - T •• N ~ • . • ..• �• T0, GAS, T'ELEPHONt, ELECTRICAL, LIGNTINa, ?ELEVISION CABLE. N.T.S. LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, It • :. : S EWER , STORM DRA I NAGE , FLOOD CONTROL SYSTEMS, ETC. 48 -1111 yRs ». • + � ,, � • ,S :;�__ `� PRIOR TBD EXCAVATION NEAR THEIR FACILITIES, NOTIFY: _ � •••. i .fit• ,~ M► ITY OF FiONTANAj 7T : awe •� �� • _; _ 1 6�� Mo.'6F� M1`14. 8353 3IEIfRA A�lltlH € -�- ores 6 MIN. a �MIIV. 10 MAX. 10�� MAX. _ _ __ l0 MAX. to MAX. FONTANA, CALIFORNIA 92335 : re" : 1�n -Cast RC TELEPHONE 4)350 CALIF . GASCOMPANY- D I STR I BU'T I ON FACILITIES Rt:TION TOP, ��x y� 'gLECTEDs1Z EATIVE SOK 570 4TH STREET, P.O. !OX 6226 T9►e_Catt Rf:J 'SAN BERNARD I NO , CALIFORNIA 92408 COMPACTED TO 90 % TELEPHONE (714)884-9411 OR (800)422-4133 • - i" -~' ,_ • - _ •. CALIF GAS COMPANY-TRANS'M I SS I ON DEPARTMENT • 1, s-te �_+ S ' ' „- ;. W 2191 BIRCH STREET . •�w'e. .0"I"MAnt':ZIZE ELECTED BREA, CALIFORNIA $2621 .L •. W NATIVE BEDDING TELEPHONE (714)529-2889 OR (800)422-4133 �'- IIOfMT NAIL ;;; ♦ "''3'' d COMPACTED TO 90% t �=:' : o ..., : L SOUTHERN CALIFORNIA ED I SON COMPANY s►..."�'c..««. NOTE S = o. �`b a '•` 1351 E. FRANCIS AVENUE, P.O. BOLI 513 010 1 Sb. D11a1� 0'1131"4 IISb Mt fOf lko/ ONTARIO, CALIFORNIA 92621 unction Beta Is and ypltal junctions. / L ccentrie cone may be used in lieu of _ s TELEPHONE (714)947- 2996-UNIJtERGROUPR) POMEt� / Concentrk Cones. f 9 f / 3 The h�wtst innMwle � shah be 'lace! nIb I/4" TO 3/4" S (714) 875 � 100-TRANSM 1 SS I OIM less than K" nor rtwr�e than 24"above shelf. (213)637 -1233 -PIPELINES, OR �� DDMa � _...._ _ . 1, Yht upper manhole step shat! be placed (800)422-4133 _ between tae top of manhole and the manhole cover fframe and shalt project aEIIERAL EPM�O�NE G�NIPAIIT ono+ more than 3" inside manhole. TYPICAL BEDDING FCR S VCP TYPICAL !BEDDING FFR a VCR 245 N. MOUNTAIN VIEW AVENUE A All jollMs shah be mortared.POMONA, CALIFORNIA 91766 6-5/4"0A . 3/4"0Ags lv. Iron step epsM 1 CstiC ps to OR DEEPER LESS THAN 10' DEEP TELEPHONE (213)357-2257 OR (800)422-4133 T . pA 51W 'Type IA G raAde 43758. INBRNARD I NO —CO—U—N--T-Y— FLOOD CONTROL DISTRICT N.T. . S. NT.S. fESS i ��0 GE 0. 4f e, 825 EAST THIRD STREET i AS -BUILT LATERAL LOCATIONS HAVE BEEN ADDED TO THESE DRAWINGS BASED h o� SAN BERNARDINO, CALIFORNIA 92408 STANDARD PRE- CAST MANHOLE ON INFORMATION SUBMITTED, BY GOC SURVEY SYSTEMS. AS -BUILT DRAWINGS ac TELEPHONE (714)383-1665 RCE 401st � PER CITY OF FONTANA STANDARDS WERE NOT AVAILABLE FROM THE CONTRACTOR OR THE DEVELOPER. THE AS- ACIFIC TELEPHONE A TELEGRAPH COMPANY -- --- - BUILT INFORMATION SHOWN HEREON IS BELIEVED TO BE CORRECT HOWEVER, ru* sf t/ii * 3073 ADAMS STREET DETAIL II'a MUSSER ENGINEERING CONSULTANTS, INC., CANNOT ACCEPT RESPONSIBILITY . clivit-RIVERSIDE, CALIFORNIA 92504 AI . T S. FOR ITS ACCURACY. �l�IfOFCAUF�TELEPHONE (714)359-2585 OR (800)422-4133 BENCH MARK ► i Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA . R R SPIKE ON PP 674 3 20 E AT 265 N. SAM GABRIEL BLVD. (618) $68-2468 PUBLIC WORKS DEPARTMENT v� THE INTERSECTION OF JURUPA. PASADENA, CALIFORNIA 91107 Drawn by: Scale: AVE AND MULBERRY AVENUE ,Ari- SOUTHRIDGE VILLAGE nro scACE "A S BUILT' Approved : ELEV. 918.40 - tS d Designed by: — TRACT NO. 13946-1; 2; 4 Date ADDED "AS DU/L T" SEWER LATERAL ABTA GEORGE r MUSSER R.C. E. 40982 Date RTL SEWER IMPROVEMENT PLANS 6 88 IL� 4- 2849 4,opnq STORM DRA/N � � � fXP DATE 31311 -AV Checked by: Dw!• Me. REV. DATE EN DESCRIPTION DATE I TY #xaa E•C . App►aM'd :1 " I N I f62� 5