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Home My WebLink About2099-1V. ■J 1517 0 .4 FONTANA i a1RUPA REGIONAL_ JURUPA HILLS PARK VICINITY MAP N.T.S. :RNARDINO CO. RIVERSIDE CO. S IE �' IE IR II �Ip IR�O�IE � � �Ilf lif IO Nrs�1t A Nr,44�A 11P IC At IL II lif COIR rN,44� 11A� TRACT N040 14246 Ll I LLQ i I J rsJL\, J JUr�J.�r� INDEX MAP SCALE : 1"= 100 CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. ITEM QUANTITY UNIT O INSTALL STANDARD MANHOLE PER CITY OF PL`X_/,e AG.41A477- �` •� uvo/arr./.e,�a FONTANA STANDARD DETAIL 112. EA. 2O INSTALL STANDARD CLEAN-OUT PER CITY OF Of C'JNG'. v lay y FONTANA STANDARD DETAIL 128. EA. O3 INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY 2. entric eww may be used in lieu of PIPE PER CITY OF FONTANA STANDARDS AND 2202 SPECIFICATIONS. L.F. OINSTALL 4" EXTRA STRENGTH V.C.P SEWER LATERAL PER PRIVATE ENGINEERS NOTICE TO CONTRACTOR _ _ _ - CITY OF FONTANA STD. DETAIL 125. 2 X24 L. F. GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, WSR CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, ANo 'lyase aFrb+•s90-SFb"eI I%-U-&1Ax-10 FSW- f°t1tG I&bRIC,s ?te -1 , L� 8MO&, wra4T aR 'ITaj) 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN 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 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. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IIS 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 HE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48-IIOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 1c1oTF15 C6d-ns- /)• A W 11e,05 CLEA,!'A//C-E BETt�EE�/ ,25/%pc� FJF 11. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR THE RESETTING OF ANY P,QEC4ST P/PE ST.a'I•s,t�/,u A,vp TUB qc SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BF.NCII s 170c3oL E.s �Ee /S TSN 6� MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY I?. .s41J'7.4,er-s�cv�,e s LL DUCT/LE /G'C,v ARE SHOWN ON THE PLANS OR NOT. C'- fJE7NCE 1V/1?V /15TH A 944 A,c/� opLYET,yyLE,vE bp�7P p /,� C-�v�•pp�yA,UG•E 12. ALL, MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL. BE 3. EXTE//D 007W ENQS 0fCP4DLC Qe CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND E/ul�s�.tiE,c/r 70 Q R'7//-17 0,4-- 1XA_-11-s41--e7- SHALL BE RAISED TO GRADE BY PAVING CONTNACToR AFTER o�• �/esr PIPE �o�,vr.c-�y,�x/� �x�ri�,vs oc� COMPLETION ()F PAVING. SPEC/f/EO p�,t 6 B<r e A/eO e -j l /N ✓,2T OF � ,r ��a� T GLdSS �:%��GG E P,L_EG,4ST P/PE E/ r_--__T-T I PL`X_/,e AG.41A477- �` •� uvo/arr./.e,�a t ,+,� ; •; • . /y✓CP. ,/so� Of C'JNG'. v lay y GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, WSR CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, ANo 'lyase aFrb+•s90-SFb"eI I%-U-&1Ax-10 FSW- f°t1tG I&bRIC,s ?te -1 , L� 8MO&, wra4T aR 'ITaj) 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN 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 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. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IIS 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 HE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48-IIOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 1c1oTF15 C6d-ns- /)• A W 11e,05 CLEA,!'A//C-E BETt�EE�/ ,25/%pc� FJF 11. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR THE RESETTING OF ANY P,QEC4ST P/PE ST.a'I•s,t�/,u A,vp TUB qc SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BF.NCII s 170c3oL E.s �Ee /S TSN 6� MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY I?. .s41J'7.4,er-s�cv�,e s LL DUCT/LE /G'C,v ARE SHOWN ON THE PLANS OR NOT. C'- fJE7NCE 1V/1?V /15TH A 944 A,c/� opLYET,yyLE,vE bp�7P p /,� C-�v�•pp�yA,UG•E 12. ALL, MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL. BE 3. EXTE//D 007W ENQS 0fCP4DLC Qe CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND E/ul�s�.tiE,c/r 70 Q R'7//-17 0,4-- 1XA_-11-s41--e7- SHALL BE RAISED TO GRADE BY PAVING CONTNACToR AFTER o�• �/esr PIPE �o�,vr.c-�y,�x/� �x�ri�,vs oc� COMPLETION ()F PAVING. SPEC/f/EO p�,t 6 B<r e A/eO e -j l /. !�///E?E GLF��CE BE7G✓L E!� �g;J//?�iy � ,r ��a� T GLdSS �:%��GG E Gcu1,L<,EGQ•�vv D/PE � .sr�.cTr�,Pc' -.4No . rv/� Of SES /S G" Tp /B cfLSE 2 l��sc, ,aPPt/Es 6" U.�•G�.2G.Q.�U�va E/�N. Z - 2• APDL f� ,=-G12,� �/L, Tf//N PL�ISTIC Sf��CT o ST,eC�CTUE6 ,s��t/c3n1 PPEt�E.NT B�.� /y✓CP. ,/so� A ,l/C EX/!,q�iNENT C4 sL' woe ,oi� ,ecE,rz /615dli V L 11<-/2'=_ T f� S�LECTED NATIVE SOIL I MAX. SIZE COMPACTED TO 90% I"MAX. SIZE ;. W NATIVE BEI DETAIL NT M `" + .., •'ja COMPACTED HOTES= A FL c TYPICAL BEDDING FOR 8" VCP LESS THAN 101 DEEP N T. S . RECORD DRA 13. ALL 4" HOUSE; %FWF.N LATERALS SHALL. BE INSTALI,1'.1) ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL. SEWER CLEANOUT BOX FON ALL 11OUSE`; LA'1 ERAI,S PER STI) 125-A". 14. 71=0M1WATE ALL 4' 14OGISE SEI F -P- LA'r6:2AS INSIDE 714E LOT WITH 4 PI -06. 5}.tWLDA PaSWC- UTILITIES FASB=I-1F�IT- dNTIC�CI�S TO THE S`1196--rL.cO THE 1_A7E Z4L SHALL EXTEM D ftCl�?SS THE EASek1 Eta- /I -Lb 7E0HI HAT_ G , 3 IpSLDe* THE L07- AS ME,4SLtEC_D 7=9t=)M THE uT1L1TY 'EASEHeWT LIPe.. 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 AI.L UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(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•; (7'1)350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (801)884-9411 OR (800)422-4133 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (949)529-2889 OR (800)422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (949)947 -2996 -UNDERGROUND POWER (909)875 -5100 -TRANSMISSION (213)637--1233-PIPEI,INES, OR' (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE npFFSSIn POMONA, CALIFORNIA91766 TELEPHONE (213)357-2257 OR (800)422--4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREETI W •A _ SAN BERNARDINO, CALIFORNIA 92408 NO. 14371 1 TELEPHONE (909)383-1665 EXP• 1111/a'1/'BT PAC I F I C .TELEPHONE 1!t TELEGRAPH ?COMPANY; -- - - + --3073 AUAMSr $'E2EET ; '.;I '•� `111'1 CIYI� RIVERSipE',`92# CAL3�O*RNIA '5Q4 C E�A�.1F�' - ,TELEPHONE (gQ�) 35,9 ;2585 -,0R :(800)422-4133 1 dee Md. Detail Na. IN, 1136114 for dro ' Cunction Beta Is and typkal Junction o 2. entric eww may be used in lieu of _ � Concentric cones. a PRIVATE ENGINEERS NOTICE TO CONTRACTOR _ _ _ - �// 3: The lowest ananhole shop shall be placed not 1/4" TO 3/4" ILSs than K" nor more then 24"above shelf. The ROCK BEDDING upper manhole step shall be placed 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE � 1,, �� _ _ between the top a manhole and the manhole cover �,rarne and shall project than " OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE no more inside manhole. 5. All shall be TYPICAL BEDD�VG FOR 8 VCP SHOWN WITH THEIR APPROXIMATE LOCATI.ON AND EXTENT. IV,,4%�" "aU/ 491 X/D%� joints mortared. 6.3/400 Galt' iron tep or plastic steps ASTM A-8�t, ASTM C- 435 10' OR DEEPER 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TfNE P,P/✓4TE E//G/,UF ,2 514,,/11/6 77-/eg5- �,4x/s /s ,ee5y4e%SjFzE �e A�1L'/NG �E AccU,P�JcY AC�EPTA.bL/TY per , ASTM Type 11 Grade 43758. Q pB'Ss�O,y T. S. NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE ffivO DF THE u.Ir,Q,t✓ Q�4�` .� J, Q��ql� VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR #25e- ea /A/ Tf/E-E✓E,C/TG3=.GE-J�P"6%,5S 5re1S/.q6 A2V11/6 C,.c/- s7V6crl,'-}t1 7,1EP,6W,,4TE E/S/C/,C/EE,2 sysfLG SE 4r_Vg0UyS1_6-y-, STANDARD _ PRE CAST MANHOLE UjSND. TO CONSTRUCTION. oETE, !/�vI�U� AAI., �rEPTA3Z_4= UT/D,c/A,cio .PEY,tShclG TAEPLA�c/S . z R �4PP. SIL -W 7X'E CYTE' PER CITY OF`OM -F T`ANA STANDA R D S: G4 k � EXR Sia la CONTRACTOR 3. THE IS PEQUIRED TO TAKE DUE PRECAUTIONARY -_ �¢ MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE DETAIL 112 CF:•CAL1F0 SITE. IT SHALL BE THE CONTRACTOR'S REPSON$IBILITY TO NOTIFY ' S' THE OWNEAt OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE - STARTING WORK. { "1:, I q oZ RECORD DRAW I NIG 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 REPSONIBILITY FOR ANY COSTS OF RELOCATION OR BENCH MARK: ADDITIONAL COSTS OF CONSTRUCTION. - TYPICAL BEDDING FOR 8" VCP LESS THAN 101 DEEP N T. S . RECORD DRA 13. ALL 4" HOUSE; %FWF.N LATERALS SHALL. BE INSTALI,1'.1) ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL. SEWER CLEANOUT BOX FON ALL 11OUSE`; LA'1 ERAI,S PER STI) 125-A". 14. 71=0M1WATE ALL 4' 14OGISE SEI F -P- LA'r6:2AS INSIDE 714E LOT WITH 4 PI -06. 5}.tWLDA PaSWC- UTILITIES FASB=I-1F�IT- dNTIC�CI�S TO THE S`1196--rL.cO THE 1_A7E Z4L SHALL EXTEM D ftCl�?SS THE EASek1 Eta- /I -Lb 7E0HI HAT_ G , 3 IpSLDe* THE L07- AS ME,4SLtEC_D 7=9t=)M THE uT1L1TY 'EASEHeWT LIPe.. 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 AI.L UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(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•; (7'1)350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (801)884-9411 OR (800)422-4133 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (949)529-2889 OR (800)422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (949)947 -2996 -UNDERGROUND POWER (909)875 -5100 -TRANSMISSION (213)637--1233-PIPEI,INES, OR' (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE npFFSSIn POMONA, CALIFORNIA91766 TELEPHONE (213)357-2257 OR (800)422--4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREETI W •A _ SAN BERNARDINO, CALIFORNIA 92408 NO. 14371 1 TELEPHONE (909)383-1665 EXP• 1111/a'1/'BT PAC I F I C .TELEPHONE 1!t TELEGRAPH ?COMPANY; -- - - + --3073 AUAMSr $'E2EET ; '.;I '•� `111'1 CIYI� RIVERSipE',`92# CAL3�O*RNIA '5Q4 C E�A�.1F�' - ,TELEPHONE (gQ�) 35,9 ;2585 -,0R :(800)422-4133