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Home My WebLink About1215-185817 > STORM DRAIN PLANS SOUTHRIDGE VILLAGE PHASE II FONT NA ,CALIFORNIA GENERAL NOTES 'f1 THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. LOCATION AND EXTENT. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED,FROM FONTANA PUBLIC WORKS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE CGS STRUCTION AREA IMMEDIAA.ELY PRIOR TO CONSTRUCTION. F OTHERWISE NOTED. THE CONTRACTOR ;IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO -PROTECT 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S TO ALL ADJOINING CURBS AND SIDEWALKS. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR .-TRLICTURES CONCERNED 5 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEFORE STARTING WORK. BEEN PLACED, INSPECTED AND APPROVED. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOfNING7 CROSSING 1 ALL -UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND 'VERTICAL �_74 EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE Y LOC - ATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S = - B RESPONSIBLE -FOR VERIFYING THE ACTUAL LOCATION AND CONTRACTOR SHALL E ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL ; ..- ELEVATION IN THE FIELD. RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. AI -8ASIS OF BEARINGS 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE BASIS OF BEARINGS FOR THIS "LIN .DEPTH GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN _ F SURVEY IS THE SOUTH E 0 DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND THE S.W. I/j SEC, 34 TAKEN AS MOVEMENT MAY Be EXPECTED. k O S 89 2 2 E PER 2 3 R 9. THE.CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR SURVEYORS PLAT C.S. 7107 TRENCH WORK AS DESCRIBED IN.NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL'MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR.AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING 'PAV MENT OR DIKE `OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLI� PURSUE THAT PORTION OF WORK TO COMPLETION. - 12. i! ALL C.M.P. INSTALLATIONS AND CONNECT -IONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE: r _.__.PLANS . __-- --------- --- - ----- -- - ---- 1- �3 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 THESOILS,-ENGI,NEER. 14. N! TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYtS INSPECTOR, -15, ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16.. A$ BUILT PLANS SHALL BE`PR0_uIDED TO THE CITY BY THE CONTRACTOR. t > STORM DRAIN PLANS SOUTHRIDGE VILLAGE PHASE II FONT NA ,CALIFORNIA A VE.' PROJECT SITE VICINITY MAP NTS Px - CONSTRUCTION NOTt•-SANt QUANTITY ESTIMATES .. ITEM -NO. ITEM-sx±~- QUAr�TITY -UNIT CONST. JUNCTION STRUCTURE PER DETAIL ON SHT N0, 3 , =s= 1 EA.v CONST. INLET STRUCTURE PER DETAIL ON SHT NO. 3 CONST. STORM DRAIN -CLEAN OUT PER DETAIL ON SHT, NO,.2 T `°:CONST. J , =TYPE IY. PER DETAIL ON SHT.}� NO,.-, 2- 5 _CONST. DROP INLET PER DETAIL ON -$HT. NQ, �^£� - EA. f ` fi 6 CONST. PIPE CLOSURE PFR -DETAIL ON SHT: NO-- 2 � - a :-� , _ A 7 CONST 96" R.C.P. - 950.J , D CLASS II 2 > 1711 t:= 8 CONST, 84" .,R.G,P,. 960 D CLASS `: 54 - r 9 r'C0NST. 7$" C , P . ` CLASS j " CLASS III I - .. 1O CONST. 70 R.C.P. -. 11 CONST. 76" R.C.P. 4 CL ASS I f L.F. _ - 12 -_ CONST, 72 R.C.P. CLASS II' _ --- t-�i'T F L.F, - v 13 CONST 66' R. C, P. .. ... CLA S. At e0 4 -CONST. 66" R,C.•P. ., CLASS III _ ; . '''-,.� . L, y CONST. 66" R. C , P CLASS It g-' (x 3 Z. _ L.F. 16 CONST, 60► R_C.P CLATSS ..iY 4 17 CONST&-, 60" R.C.P. - CLASS III --� L.F. 18 %CONST. 60" R.C.P, L.F. x 19 j ONST, 54" R.'LASS �- 11'I _ t F 20 _§ CONSTt 4F3 R.C.P. = CLASS .,.FA I -. 2I CONST_., 4- ' R XP;V - CLASS L I 4 - - ,� s g r 3 n� � C 22 ONS,4 C -, T Z R. .P, .�- :CLASS.v :' - r 23 GttNST, 3b�� R:C,P,V._ CLASSY l.� y ;. - a t 24 aCONST,,36" R,C.P, CLASS III • 2,� L�.F , , 25CONST; 36 R. C , P CLASS' JI : - 26 CONSTf, 33" R.C.P - CLASS IIF L..F. .. "27 .CONST,3$0" R.C,P CLASS LeF •- r-' -- t �-..-. _..r' ,gam^ "'.:. � "� 4^� 'ti � - 'f`r ,CONST. 21 ;R.C,P:' . 28 - CLASS: IY = �� f - L.� 29 NST 27 A. .�r '` CLASS II 1 CO 4 P� a S I = L.:. 30 CONST. 27 R. C . P . _ CLi4SS \I I , ,s 31 -CONST. 24"7RC.P - CLASS V.. -L 32 CONST, 24" RC,P, - = CLASS IV L.F.' .33 CONST. 24 R;C,P, CLASS III , rC�Z L.F. r (O' 34 CONST, 24" R,C,P CLASS IIL.F a 36 CONST. 21" R.C.P. - _ CLASS I I IL k ► L.F. � z 36 `CONST . 1$" R, C P , 2000-D CLASS I Y F e 1 rJN .'.`. I, . F , A, 37 CONST, 18" R,C._P.- CLASS IIS. L,F.Y 38 CONST: CONC. LOLL"AR EA. t r 39 CONST: CONC . P I P� ANCHOR' `` -` EA, f 40. , CONST. TRAFFIC TYPE ^JUNCtION STRUCTURE P It CITY OF 1 FONTA.4IA `STD, :.DETAIL NQ, 12r: _ I A, ; 41 CONST. GRATE INLET STRUCT'IRE PER CITY OF FONTANA STD, DETAIL NO. 120-A p ; EA: -... = �4 42 CONST. JUNCTION STRUCTURE_ TYPE III PER DETAIL SHOWN ON SHT. NO. 2{EA.' - r 43 CONST. J.S. TYPE V PER DETAIL SHOWN ON SHEET N0 EAS 4t CONST. 42 RCP CLASS 1 40 CON5T. 36" RC -P GLASS ' 47 - CONST. 30 " RCP GLASS X � F 56. COAST, �'MAM-'SiTION STRLjcruR6 No .1 d'fF-P PETAiL ON SHT. N2.2� - 2 ACP _'48 jGOl�IS-i°. 21IZGP GLA�S� e �I L Z•CG1��j, INL.6r STFUC-TUK6I'eP,PP�A)L ON SHT. N° 24 - �–1 ESN 49• ' (:.ON5T. 39" RCP GLA,9S 1C "3 ' SS SC0l6H �3.5' wmE. ��3 mg r)�TA!L oi-QHT NO—, .70-(0J_ COPJ�`; �°`ZGP CLAS 05 L. CONST. NCA�geW 5 4-r -FtR V�kT /Y (, ON SRS, NS 22 C09 RGP CL -A85- .52 v CON -ST. �4� h6P C. -ASS RUILT56- _ co mss"•° z -- — _ ---- - `` !9 ]11�74y PAT R -AS I _ -- 44 7 - -: r McC.UTCHAN CD4, INC' F7 -CITY-70F� ONTANA t CALIFORNIA .. rr $,1 - 2�6 N. SAN QaBRIEL e�VD. �i s 8) gas -a 162 PUBLIC WORKS DEPARTMENT { - - • _ . _. __;_ -- = � -_ - - - -_.r. .. , - _•, �.. yam..:_ AVENUE - r - q Drown tby - �R .. SOLITHRIDGE BENCHMARK PAS DENA GA IF RNIA 91107 _ ` Scope Approved TRACT no. 120x4-zDesigned by: RRSPIKE ON PP 67 320E AT �, THE INTERSECTION OF URUPA d-_- -AR.C. E. 1375 -DateGERALD E. TUTTAVE.AND MULBERRY AVE UE 96AP . r - _A - f - 1 3 E LE V y - - - — -� _ _.a r Dw No. 18.40 - - _ -- - hacked by y REV; DATE 'DESCRIPTION � APP* _ ., Approved : 1 r � or PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON 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 CGS STRUCTION AREA IMMEDIAA.ELY 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 .-TRLICTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOfNING7 CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND 'VERTICAL Y LOC - ATIONS. 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. AI -8ASIS OF BEARINGS BASIS OF BEARINGS FOR THIS "LIN _ F SURVEY IS THE SOUTH E 0 THE S.W. I/j SEC, 34 TAKEN AS k O S 89 2 2 E PER 2 3 R SURVEYORS PLAT C.S. 7107 A VE.' PROJECT SITE VICINITY MAP NTS Px - CONSTRUCTION NOTt•-SANt QUANTITY ESTIMATES .. ITEM -NO. ITEM-sx±~- QUAr�TITY -UNIT CONST. JUNCTION STRUCTURE PER DETAIL ON SHT N0, 3 , =s= 1 EA.v CONST. INLET STRUCTURE PER DETAIL ON SHT NO. 3 CONST. STORM DRAIN -CLEAN OUT PER DETAIL ON SHT, NO,.2 T `°:CONST. J , =TYPE IY. PER DETAIL ON SHT.}� NO,.-, 2- 5 _CONST. DROP INLET PER DETAIL ON -$HT. NQ, �^£� - EA. f ` fi 6 CONST. PIPE CLOSURE PFR -DETAIL ON SHT: NO-- 2 � - a :-� , _ A 7 CONST 96" R.C.P. - 950.J , D CLASS II 2 > 1711 t:= 8 CONST, 84" .,R.G,P,. 960 D CLASS `: 54 - r 9 r'C0NST. 7$" C , P . ` CLASS j " CLASS III I - .. 1O CONST. 70 R.C.P. -. 11 CONST. 76" R.C.P. 4 CL ASS I f L.F. _ - 12 -_ CONST, 72 R.C.P. CLASS II' _ --- t-�i'T F L.F, - v 13 CONST 66' R. C, P. .. ... CLA S. At e0 4 -CONST. 66" R,C.•P. ., CLASS III _ ; . '''-,.� . L, y CONST. 66" R. C , P CLASS It g-' (x 3 Z. _ L.F. 16 CONST, 60► R_C.P CLATSS ..iY 4 17 CONST&-, 60" R.C.P. - CLASS III --� L.F. 18 %CONST. 60" R.C.P, L.F. x 19 j ONST, 54" R.'LASS �- 11'I _ t F 20 _§ CONSTt 4F3 R.C.P. = CLASS .,.FA I -. 2I CONST_., 4- ' R XP;V - CLASS L I 4 - - ,� s g r 3 n� � C 22 ONS,4 C -, T Z R. .P, .�- :CLASS.v :' - r 23 GttNST, 3b�� R:C,P,V._ CLASSY l.� y ;. - a t 24 aCONST,,36" R,C.P, CLASS III • 2,� L�.F , , 25CONST; 36 R. C , P CLASS' JI : - 26 CONSTf, 33" R.C.P - CLASS IIF L..F. .. "27 .CONST,3$0" R.C,P CLASS LeF •- r-' -- t �-..-. _..r' ,gam^ "'.:. � "� 4^� 'ti � - 'f`r ,CONST. 21 ;R.C,P:' . 28 - CLASS: IY = �� f - L.� 29 NST 27 A. .�r '` CLASS II 1 CO 4 P� a S I = L.:. 30 CONST. 27 R. C . P . _ CLi4SS \I I , ,s 31 -CONST. 24"7RC.P - CLASS V.. -L 32 CONST, 24" RC,P, - = CLASS IV L.F.' .33 CONST. 24 R;C,P, CLASS III , rC�Z L.F. r (O' 34 CONST, 24" R,C,P CLASS IIL.F a 36 CONST. 21" R.C.P. - _ CLASS I I IL k ► L.F. � z 36 `CONST . 1$" R, C P , 2000-D CLASS I Y F e 1 rJN .'.`. I, . F , A, 37 CONST, 18" R,C._P.- CLASS IIS. L,F.Y 38 CONST: CONC. LOLL"AR EA. t r 39 CONST: CONC . P I P� ANCHOR' `` -` EA, f 40. , CONST. TRAFFIC TYPE ^JUNCtION STRUCTURE P It CITY OF 1 FONTA.4IA `STD, :.DETAIL NQ, 12r: _ I A, ; 41 CONST. GRATE INLET STRUCT'IRE PER CITY OF FONTANA STD, DETAIL NO. 120-A p ; EA: -... = �4 42 CONST. JUNCTION STRUCTURE_ TYPE III PER DETAIL SHOWN ON SHT. NO. 2{EA.' - r 43 CONST. J.S. TYPE V PER DETAIL SHOWN ON SHEET N0 EAS 4t CONST. 42 RCP CLASS 1 40 CON5T. 36" RC -P GLASS ' 47 - CONST. 30 " RCP GLASS X � F 56. COAST, �'MAM-'SiTION STRLjcruR6 No .1 d'fF-P PETAiL ON SHT. N2.2� - 2 ACP _'48 jGOl�IS-i°. 21IZGP GLA�S� e �I L Z•CG1��j, INL.6r STFUC-TUK6I'eP,PP�A)L ON SHT. N° 24 - �–1 ESN 49• ' (:.ON5T. 39" RCP GLA,9S 1C "3 ' SS SC0l6H �3.5' wmE. ��3 mg r)�TA!L oi-QHT NO—, .70-(0J_ COPJ�`; �°`ZGP CLAS 05 L. CONST. NCA�geW 5 4-r -FtR V�kT /Y (, ON SRS, NS 22 C09 RGP CL -A85- .52 v CON -ST. �4� h6P C. -ASS RUILT56- _ co mss"•° z -- — _ ---- - `` !9 ]11�74y PAT R -AS I _ -- 44 7 - -: r McC.UTCHAN CD4, INC' F7 -CITY-70F� ONTANA t CALIFORNIA .. rr $,1 - 2�6 N. SAN QaBRIEL e�VD. �i s 8) gas -a 162 PUBLIC WORKS DEPARTMENT { - - • _ . _. __;_ -- = � -_ - - - -_.r. .. , - _•, �.. yam..:_ AVENUE - r - q Drown tby - �R .. SOLITHRIDGE BENCHMARK PAS DENA GA IF RNIA 91107 _ ` Scope Approved TRACT no. 120x4-zDesigned by: RRSPIKE ON PP 67 320E AT �, THE INTERSECTION OF URUPA d-_- -AR.C. E. 1375 -DateGERALD E. TUTTAVE.AND MULBERRY AVE UE 96AP . r - _A - f - 1 3 E LE V y - - - — -� _ _.a r Dw No. 18.40 - - _ -- - hacked by y REV; DATE 'DESCRIPTION � APP* _ ., Approved : 1 r � or