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Home My WebLink About1895-1SEC, SF -C - 3.6 VZ. FO. Z11 I -P AND 6RA55 DI -5c. DOWN 6.517' t19? r,.SFb 426/6-3 & ciry 7ZE No. z7a. Acc4pmp A6 5W C0R-5rz-36,r1H;je6W. I IN, _R 6 W 0A15fF-L-)NF_ AV5NUE TIS R 6 W SEC. Sec. I :FLrrupF- tpF_fXH AVF-NUF- 3 SEE SHEET NO. 2 _vp,mpdodoo� SEE "BEECH INTERCEPTOR SEWER" PLANS BY OTHERS BEECH AVENUE SULTANA AVENUE iK K,41"Imum 1�5 F_x-l!5TIQ49j A.c:.. -rt4lG4.c�-"E_e>5 PL -U5 )11 (A_"Mjkl)MUM)- <?LlAt-J_rITY f_,6TIIAATt_ 15 CITY W_r_-<,-0MMlF__QC� A C--ifZZ_ATeR_ C5TfZLk:::TUJQ�AL_ eE-,-,TIct"j - CONSTRUCTION NOTES AND QUANTITY ESTINATE A2 0 VALVE WAS OR WATER) cf-- PROPOSED NOTE 21"TRUNK PLACE ECCENTRIC -0- POWER POLE MANHOLE romw -f- OF' &4SELINE cl. AVENUE FLOWLINE CEXIST. SWALE) 7-otl_, - TREE E)(I 5T. F. 5y > � 2. al wi 0 -3 ClAF.,, d, LIMITS,OF PAVEMENT INLET REMOVAL & REPLACEMENT 22 SLOPE CEXISTING) yy yf__ %-fe F_ It ax --v. PER rLAN MANHnl F NnTFq. wiF_Fs�f< r"R iorz, -rc> c-<=,�4,aTmUa-rI0H so -r-HAT -rIES 722� M0QUMF_W-rS 4=66%�Jl fin)*-' I A-rt=r;;F I, i -r enc= UTILITY COMPANIES COMCAST CABLE 8561 NUEVO ST. FONTANA, CA. 923-35 (714) 988 -2999 FONTANA WATER COMPANY 8440 NUEVO ST. FONTANA , CA 92335 (714) 822-2201 CHINO BASIN MUNICIPAL WATER DISTRICT 8555 ARCHIBALD AVE. RANCHO CUCAMONGAP CA 91729 (714) 987-1712 SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92373-0306 (714) 335-7899 SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE FONTANA CA 92335 (714) 357- 6191 PACIFIC BELL 3939 E. CORONADO ST., 2nd FLOOR ANAHEIM, CA 92807 (714) Co66 - 54jai4 G.T.E. SPRINT (800) 233-6223 FONTANA UNION WATER CO 16779 SPRING STREET FONTANA , CA 92335 (714) 822-9199 [-k�TENT. TR. NO. 14402 1 11 /1/ BA'S� I NE SEE__SHEET___NO /31 kq V1117- FUTU RE j--UTQp,C_- AVENUE �ACT NO. 10907-1 z (3 I v,� f5RA,5s oj.5c,. oowN oo.:3/ ju 9 C.,5.F.15 425/53. ACC,,5F7F_D AS L 0 W E) 1515r, 56,7w, R6w. 0. _-TENT. TR. NO- 14296' TR. W. 1 D3 TF 2 ,SEE SHEET NO. N. I.C. TO BE CONSTRUCTED BY OTHERS SEE SHEET NO. 5 w CONSTRUCT 21" V.C.P. SEWER (EXTRA STRENGTH) I he 3r 219 L. F.' IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY CONSTRUCT 60" DIA. MANHOLE PER DETAIL HEREON :3 11, EA. CONSTRUCT 8" V.C.P. STUB (EXTRA STRENCTH) WITH PLUG 83 LF. t 3 PLUGS 0 D SAWCUT AND REMOVE EXIST. A.C. PAVEMENT AND REPLACE LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR 1200 TONS /3\ > PER SOILS ENGINEER'S RECOMMENDATION & STD. DETAIL 131(43,500 S.F.) c Q) /4\ INSTALL 12" V.C.P. PLUG OU I EA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY REMOVE EXIST. PLUG AND JOIN EXIST. 21" V.C.P. SEWER < I EA. > POT HOLE EXISTING UTILITIES 2 EA. 8 ff�_ CONS T. I r_5 li V. C. P - SEWER (EXTRA STRENGTH) VATH PLUG 28 L.F. + 1 PLUG (94=�A � 4\ A CONST. 18" V. C. P. SEWER (EXTRA STRENGTH) 75 L.F. 9B CONST 12" V.C.P. SEWER (EXTRA STRENGTH) & --- 18 L.F SURVEY MONUMENTS TO BE REPLACED 5 EA. (N. 1. C,) - qGPI-ST, :PSN412GRARY RRIGK & IS410iPTAW 121 -1 -IG BEFORE CONCRETE HARDENS. 497 12 REMOVE EXIST. MANHOLE & EXIST. 8" V.C.P SEWER MAIN LF -9 1 EA. f CONST. 48" MANHOLE PER CITYOF FONTANA STD. DTL. NO. 112 1 EA. Foathill LEGEND SEWER MAIN MANHOLE WITH V.C.P. STUB & PLUG W WATER MAIN G GAS MAIN T UNDERGROUND TELEPHONE CABLE FUTURE, t N'Le MEDIAN fulupIE: 5 `L -Y EPIA N CURep RIGHT OF WAY (EXIST. OR PROP.) 14' f*LlTLJFF-_ LANPe_-7C_APF_ H5PIAN Idol EDGE OF PAVEMENT 7 7 WATER METER I Nf- AW.�M U.� ,a FIRE HYDRANT '15' 0 VALVE WAS OR WATER) cf-- PROPOSED NOTE 21"TRUNK PLACE ECCENTRIC -0- POWER POLE MANHOLE romw -f- OF' &4SELINE cl. AVENUE FLOWLINE CEXIST. SWALE) 7-otl_, - TREE E)(I 5T. F. 5y > � 2. al wi 0 -3 ClAF.,, d, LIMITS,OF PAVEMENT INLET REMOVAL & REPLACEMENT 22 SLOPE CEXISTING) yy yf__ %-fe F_ It ax --v. PER rLAN MANHnl F NnTFq. wiF_Fs�f< r"R iorz, -rc> c-<=,�4,aTmUa-rI0H so -r-HAT -rIES 722� M0QUMF_W-rS 4=66%�Jl fin)*-' I A-rt=r;;F I, i -r enc= UTILITY COMPANIES COMCAST CABLE 8561 NUEVO ST. FONTANA, CA. 923-35 (714) 988 -2999 FONTANA WATER COMPANY 8440 NUEVO ST. FONTANA , CA 92335 (714) 822-2201 CHINO BASIN MUNICIPAL WATER DISTRICT 8555 ARCHIBALD AVE. RANCHO CUCAMONGAP CA 91729 (714) 987-1712 SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92373-0306 (714) 335-7899 SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE FONTANA CA 92335 (714) 357- 6191 PACIFIC BELL 3939 E. CORONADO ST., 2nd FLOOR ANAHEIM, CA 92807 (714) Co66 - 54jai4 G.T.E. SPRINT (800) 233-6223 FONTANA UNION WATER CO 16779 SPRING STREET FONTANA , CA 92335 (714) 822-9199 [-k�TENT. TR. NO. 14402 1 11 /1/ BA'S� I NE SEE__SHEET___NO /31 kq V1117- FUTU RE j--UTQp,C_- AVENUE �ACT NO. 10907-1 z (3 I v,� f5RA,5s oj.5c,. oowN oo.:3/ ju 9 C.,5.F.15 425/53. ACC,,5F7F_D AS L 0 W E) 1515r, 56,7w, R6w. 0. _-TENT. TR. NO- 14296' TR. W. 1 D3 TF 2 ,SEE SHEET NO. N. I.C. TO BE CONSTRUCTED BY OTHERS SEE SHEET NO. 5 w fl?' 1!14' I -P VISC- DOWN 04" rM C -6 -r -b 42571-53 AND ClrY 77,5 NO. 205- AEZ657tD AS 5E COR-5EC-36, 'rlAl, p, 6 W. LIME AVENUE ALMERIA AVENUE GENERAL NOTES INDEX MAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. SCALE: 1" 150' 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM. OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. jai 4 r-lAly 1-6 FOfZ A -a. RA F -w -r R_r-FI,AXtE-mt-t-JT 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE A c_r_>QlS-r THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. -AND GUIDE IMAY E--y-T�i,1E) I -C) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING 4 10 exn-rT-H I AW-t_^C5 - SF-� R -A 0 SIGNS. __;",_F_X157-1NC7 F.S. BASELIAIE- A UiF- i2_1 11 \le-- r I I - - I ------------ 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CON J//7W�!ll alvIL_ T 0 16SSLAMUD -3 1 er= r=E_ lf�00tz_ 5X A pz� OR -A IIaF-�e�-:� L-Akln -3 cove le, vw �24 TO S4 " 1r-Y_A1,1 /`0/1?_ EX157- I I�j f= I F_ L_ r> 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT C6193564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 400,4 T101V V) N 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. �T Llr--?Xo C01AP7ACTION 20 12cp 3" M^IN -r-ONTANJA 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS lumol'i FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINSf'WIND OR WATER EROSION THAT ECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. EXISTING EX 15TINC7 8'/ CJA 5 MA IN(W14�4,eIT--r 6Ta) Sp .1 20" WATEP, LINE SOIJT14ERN CALIFO)?NIA C745 CO. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE FEEDER. L114F-) 14 A r,PINO 13,ASIN MUNIC)pAL ------ SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING WATER DISTKICT. 5H0R1N97(8RACINP7 �JAC95) IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REP ' RESENTATIVE SAMPLINGS. PROTECT RE0tjlRF:D- METAL OR WOOD 10. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED PER, Asrl-i c-12 mD 67AnE TO THE FOLLOWING: SEWER. WATER. ELECTRIC, GAS AND DRAINAGE. &AF0Y XF_QtJ19EMF_N*r5 TI:ZEKJOH 0jF_TAlL_ e4AL-1- fW_ %,/JEl�TIc-Al__ 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING A -F AL -L- I_0q-ATIc>WlS WHf_DQ_'JE- E'y, PS-FlIQ Cii OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. NATIVF- BACNFILL 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING (0) 907. COMPAC77Ot4 JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE ClITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL. REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 5c.= 2I"+2V4'1*2_V4* 26" 15. ALL STATIONING REFERS TO CENTERLINE OF SEWER. HAND PLACEF-) bACJ<rlLL_ (6ANO) A) 95ya COt-IFACrI01V 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GR I 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS. IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH-CON7. STRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED U) BEFORE CONSTRUCTION BEGINS. SELECrIVE C7RANULAP, MATERIAL 0 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. (CROSPED SwNE;ROUNDED qRAVEL C7 + t OR PEA qRAVEL) C?5 */. 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTEDAY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION COMrAC770N q"MIN M(N OF PAVING. THE PAVING CONTRACTOR SHALL RKISE SAME TO FINISHED GRADE. Wc> eeA,A?zA PA-xmF__+,rr wIL-L, it> IV MA� bo kWy, 4'6"MAK 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA (714) 350-7610 24 HOURS PRIOR TO STARTING WORK. 5- MIN - TO - . 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START TYPICAL TRENCH DETAIL TAKEN STA. 32+79.99 OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. L001<1AIC 22. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED. APPROVED, AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BYJHE SOILS .4:45.7' - 514OWS MIN. CONSTRA11VT5 0/= EYIST. 1) T1 L 77F_ 5 ENGINEER PRIOR TO ANY PAVING. '5CALF- HOR)Z. vF, RT - t 3 a5. &JFZ-,/E-y m0wumF_.Ij-r6 W")rH W11-4- Me: r-�155TROYEX--., Ae A Re -SU L -T nf= TH 145 C:0W95TRLJ(Z:TIOq eHAL_L_ IEW- Fzr- r---LA,=-t_=t:;l Azk-,4>Ql=4v-� r^' AL -r-- =UAI I I-- I w-% I A e__" 1% L vcp. P� Stub NOTE: 10- 51-1EJ_7a5 514ALL NAVE 0 q IN T' I_ C-OARSE 5R00Al 51N15H a I., ro 6 DIA z 2 s A7 4 D4 - 51 -OPE SHELVES DOW�N % N 70WA �j PL4H ITR FOOT At FL6W (7Y vc-F s7ub J'f�,K F00 -r M/ OUTLET c-4 FLOW NO 3000 ps "MiN RTH CONCRF-T,E J BASE FJHUJLC I - G^in mo�jum"-rs e>y ei,4jo (::.i*--/IL� 01:2- c�uR1_yv-_y0Ie-- - SITE IL �-IOT 1!>Arw_FILl_C_0 , r--IIFE_ L-AY0-dsi A�_IrD CP" 7?Z-1F�C-H IF-�c,A\IAT (Ct4 - 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF 2,4. rHF- mAxrmum Lu,�-rH c>�= op" 7v_F_�aR 64-KLJ- WOT p5c)c> Ff-�_F, 41AC-L-1-It�0,IC-1 L-E-�-�TH OF LAIC> P5UJ- A.S.T.M. C-478 AND BE DESIGNED FOR AASHTO H20 LOADING. ILJ 2. INVERT ELEVATIONS AS SHOWN ON PLAN & PROFILE SHEETS. Base I I he IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY :3 LINES SHOWN ON THESE D-RAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL WITH CITY OF FONTANA STANDARD DETAIL 112. STEPS 0 D c LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR u 0 :3 > j c Q) fl?' 1!14' I -P VISC- DOWN 04" rM C -6 -r -b 42571-53 AND ClrY 77,5 NO. 205- AEZ657tD AS 5E COR-5EC-36, 'rlAl, p, 6 W. LIME AVENUE ALMERIA AVENUE GENERAL NOTES INDEX MAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. SCALE: 1" 150' 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM. OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. jai 4 r-lAly 1-6 FOfZ A -a. RA F -w -r R_r-FI,AXtE-mt-t-JT 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE A c_r_>QlS-r THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. -AND GUIDE IMAY E--y-T�i,1E) I -C) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING 4 10 exn-rT-H I AW-t_^C5 - SF-� R -A 0 SIGNS. __;",_F_X157-1NC7 F.S. BASELIAIE- A UiF- i2_1 11 \le-- r I I - - I ------------ 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CON J//7W�!ll alvIL_ T 0 16SSLAMUD -3 1 er= r=E_ lf�00tz_ 5X A pz� OR -A IIaF-�e�-:� L-Akln -3 cove le, vw �24 TO S4 " 1r-Y_A1,1 /`0/1?_ EX157- I I�j f= I F_ L_ r> 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT C6193564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 400,4 T101V V) N 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. �T Llr--?Xo C01AP7ACTION 20 12cp 3" M^IN -r-ONTANJA 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS lumol'i FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINSf'WIND OR WATER EROSION THAT ECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. EXISTING EX 15TINC7 8'/ CJA 5 MA IN(W14�4,eIT--r 6Ta) Sp .1 20" WATEP, LINE SOIJT14ERN CALIFO)?NIA C745 CO. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE FEEDER. L114F-) 14 A r,PINO 13,ASIN MUNIC)pAL ------ SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING WATER DISTKICT. 5H0R1N97(8RACINP7 �JAC95) IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REP ' RESENTATIVE SAMPLINGS. PROTECT RE0tjlRF:D- METAL OR WOOD 10. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED PER, Asrl-i c-12 mD 67AnE TO THE FOLLOWING: SEWER. WATER. ELECTRIC, GAS AND DRAINAGE. &AF0Y XF_QtJ19EMF_N*r5 TI:ZEKJOH 0jF_TAlL_ e4AL-1- fW_ %,/JEl�TIc-Al__ 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING A -F AL -L- I_0q-ATIc>WlS WHf_DQ_'JE- E'y, PS-FlIQ Cii OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. NATIVF- BACNFILL 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING (0) 907. COMPAC77Ot4 JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE ClITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL. REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 5c.= 2I"+2V4'1*2_V4* 26" 15. ALL STATIONING REFERS TO CENTERLINE OF SEWER. HAND PLACEF-) bACJ<rlLL_ (6ANO) A) 95ya COt-IFACrI01V 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GR I 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS. IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH-CON7. STRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED U) BEFORE CONSTRUCTION BEGINS. SELECrIVE C7RANULAP, MATERIAL 0 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. (CROSPED SwNE;ROUNDED qRAVEL C7 + t OR PEA qRAVEL) C?5 */. 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTEDAY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION COMrAC770N q"MIN M(N OF PAVING. THE PAVING CONTRACTOR SHALL RKISE SAME TO FINISHED GRADE. Wc> eeA,A?zA PA-xmF__+,rr wIL-L, it> IV MA� bo kWy, 4'6"MAK 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA (714) 350-7610 24 HOURS PRIOR TO STARTING WORK. 5- MIN - TO - . 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START TYPICAL TRENCH DETAIL TAKEN STA. 32+79.99 OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. L001<1AIC 22. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED. APPROVED, AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BYJHE SOILS .4:45.7' - 514OWS MIN. CONSTRA11VT5 0/= EYIST. 1) T1 L 77F_ 5 ENGINEER PRIOR TO ANY PAVING. '5CALF- HOR)Z. vF, RT - t 3 a5. &JFZ-,/E-y m0wumF_.Ij-r6 W")rH W11-4- Me: r-�155TROYEX--., Ae A Re -SU L -T nf= TH 145 C:0W95TRLJ(Z:TIOq eHAL_L_ IEW- Fzr- r---LA,=-t_=t:;l Azk-,4>Ql=4v-� r^' AL -r-- =UAI I I-- I w-% I A e__" 1% L vcp. P� Stub NOTE: 10- 51-1EJ_7a5 514ALL NAVE 0 q IN T' I_ C-OARSE 5R00Al 51N15H a I., ro 6 DIA z 2 s A7 4 D4 - 51 -OPE SHELVES DOW�N % N 70WA �j PL4H ITR FOOT At FL6W (7Y vc-F s7ub J'f�,K F00 -r M/ OUTLET c-4 FLOW NO 3000 ps "MiN RTH CONCRF-T,E J BASE FJHUJLC I - G^in mo�jum"-rs e>y ei,4jo (::.i*--/IL� 01:2- c�uR1_yv-_y0Ie-- - SITE IL �-IOT 1!>Arw_FILl_C_0 , r--IIFE_ L-AY0-dsi A�_IrD CP" 7?Z-1F�C-H IF-�c,A\IAT (Ct4 - 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF 2,4. rHF- mAxrmum Lu,�-rH c>�= op" 7v_F_�aR 64-KLJ- WOT p5c)c> Ff-�_F, 41AC-L-1-It�0,IC-1 L-E-�-�TH OF LAIC> P5UJ- A.S.T.M. C-478 AND BE DESIGNED FOR AASHTO H20 LOADING. ILJ 2. INVERT ELEVATIONS AS SHOWN ON PLAN & PROFILE SHEETS. Base I I he IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE D-RAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL WITH CITY OF FONTANA STANDARD DETAIL 112. STEPS 0 D c LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR u 0 :3 > SHALL BE 3/4" DIA. GALV. IRON OR PLASTIC PER A.S.T.M. c Q) 0 > E < OU 0 A-62, A.S.T.M. C-476, A.S.T.M. 11, GRADE 43758. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SHALL HAVE 00MPRESS)ON �,/OINT,5, �E < > �nD inn CZTT� r%nKInTTTnKiq 17)HPIKIr- TW17 rnl!Dcz� nr: rnKIQTDHPT7nij n97 TWTQ 1 IMiller I 4. POUR AND FINISH BASE SAME DAY. STEEL TROWEL WITH 2 RADIUS EDGES. 5. PLUG PIPES DURING CONCRETE POUR. WIPE PIPES CLEAN BEFORE CONCRETE HARDENS. u ru 6. BACKFILL AROUND MANHOLE ONLY AFTER ENGINEER'S APPROVAL. +_j CO E 7. PROVIDE FOR FUTURE a,, INLET -TO M.H. & PLUG BOTH ENDS, Foathill ZO - T14E� Cov-J�c-Tcpe- !BHAL-L- t>F- (!�)vE-F_AL_L_ Jor_-> 5A'Fr---T/- - HE- SHAL-L- TAV__�AL_� FPF_cAU-r`l0�,lAp_Y (nF C)PE-W %4/17H 57T_4:-7� PL_ATIE_e� OW_C)TH�� *4�T15FA,=_70Iz_y ME_A.5URjF_6 PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR WHERE SHOWN ON PLANS IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE D-RAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR u 0 > V) STRUCTURES SHOWN OR NOT SHOWN ON THESE ..DRAWINGS. SEWER MAIN ON BASELINE AVEN U E E 4) E < u u CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SHALL HAVE 00MPRESS)ON �,/OINT,5, �E A rrr)w D + �nD inn CZTT� r%nKInTTTnKiq 17)HPIKIr- TW17 rnl!Dcz� nr: rnKIQTDHPT7nij n97 TWTQ -MANHOLE SECTION PLAN VIEW 1.00,KIIVC7 EA5T -3 Ooo r 6. 1. cciv�5p_ Pc -z clry cot,( e, (Z c- -r e OF FoNrANA -6-rP. A jC,. 1A 1 Oe) 0$ gooscb �F#5�j 30"CLEAP, OPENIN61 ASPHA-L-r PA.?EiZ ENTRANCE SHAFT DETAIL(�� Fj 0 DTA. MANHOLE DETAIL NO SCALE ___l PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THESE IF- REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY# REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING VICINITY NAP FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE NOT TO SCALE ENGINEER. LA- A_� AP- J L j �A 'Zoo