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Home My WebLink About1570-1Ontario r 0' 0 CONSTRUCTION SITE BLl/D. San Bernardino Fontana -10 15E Riverside r Corona 15E LOCATION MAP ND T 7D SGA L E RECORD DRAWING The information on this drawing is obtained from others and must be verified in .the 'field by anyone prior to use or A/ construction. HALL &FOREMAN, INC. isnot responsible for underground fatfity locations or depictions. Al above ground facilities can be readily seen and verified by the parties that intend to use same. GENERAL NOTES • 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 10. ALL UNDERGROUND FACILITIES, WITH: LATERALS, SHALL BE IN 4171 STANDARD PLANS OF THE CITY OF FONTANA AND THE STEEPER SL MAY BE CONSTRUCTED CTEDD ONLY PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT RECOMMENDED THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS c� E i LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND ACC0.2OJ.VG, TD CONSTRUCTION, LATEST EDITION. _6"1 DRAINAGE. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF of FDiI! TA AIA L7 LVLT. _/l/O. 186 AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING FONTANA. - �'Ai(/ID PG,Q�E'p 5'A/VO OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF FO0thilI Blvd. ANY AND ALL LIABILITY REAL OR ALLEGED, . IN CONNECTION WITH THE 7-0 THE CITY ENGINEER. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE CO/l/.5T. 48 11P/,4. ",,4/1 21_,L PE,,? C/TY OF FO/VTA/Y� � � /2 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED STp, DET/L //2 �YIOD/F/�D PF�Q DETA/L � oN SyEET / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING_ ► IN CONFORMANCE WITH THE STATE MANUAL OF4WARNING SIGNS, lE UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY l "X o.>"�ACK�D 5T��L C 910/2Fe0F7A/L oY LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE cON5TRUcT/ON I HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. i- OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE n ANY AND ALL UNDERGROUND UTILITIES. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH.ARH 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND SHALL BE ,JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE METiyOo 0Ye-0NT,QAe7r 19 GUIDE SIGNS. CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL, COA/ .5 7.42 U C 7140Al-5A 5117 - REPLACEMENT AND CAPPING. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS c' OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK /DO . T. REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR �E�ovE coNc. sT.PvcTU.P�.s, APPuRT�/VAiVcEs WITHIN THE CITY LIMITS. t7 A LICENSED LAND SURVEYOR ONLY. /�Ecy�iV/CAS EQZIiP A1uOT��iV /TECH EQuiP TO 15. ALL STATIONING REFERS TO CENTERLINE OF SEWER. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS CITY OF FDyT,4N,4 /Y,411V Ey14/I/CE YARAO. 84« �/LL EXC,4 V/,4 7_10.1V TO 90 o cOr�/I�AC'T10rf/ PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE BENCH MARK FWE 33 OF CONSTRUCTION AT (619) 564-2246, AND 48 HOURS PRIOR TO CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. REQUIRING INSPECTION. 2,�LP WITH NAIL AT CENTERLINE INTERSECTION ,Or it 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL -SHALL BE PROVIDED STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE CONCERNED BEFORE CONSTRUCTION BEGINS. PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS - AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS CONTRACTOR. EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. Ontario r 0' 0 CONSTRUCTION SITE BLl/D. San Bernardino Fontana -10 15E Riverside r Corona 15E LOCATION MAP ND T 7D SGA L E RECORD DRAWING The information on this drawing is obtained from others and must be verified in .the 'field by anyone prior to use or A/ construction. HALL &FOREMAN, INC. isnot responsible for underground fatfity locations or depictions. Al above ground facilities can be readily seen and verified by the parties that intend to use same. P.QDr�D.SED i2 V vnlv sEw 2 /2'_t MAX._ _._NtAX: __/24't AVA < ABCS-- T•_P,E�t/Ch�/rVG �"R caA I5r. - • E,I'/s7,' !,c/ D EA SZW,6'N7'`1/11se c SEI�Y��t' /',PO✓QCT 4171 /P STEEPER SL MAY BE CONSTRUCTED CTEDD ONLY 5HdPV '/ ' RECOMMENDED THE 2" A, c� E i MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ACC0.2OJ.VG, TD U) _6"1 as U, C/, FIR le /Lt/ MAP, C/ TY HEE VARA 2 of FDiI! TA AIA L7 LVLT. _/l/O. 186 ae 6X/� 7-1.-Vla 7eEW .5 e9 "'TO �9F;eaAl �'Ai(/ID PG,Q�E'p 5'A/VO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM FO0thilI Blvd. ANY AND ALL LIABILITY REAL OR ALLEGED, . IN CONNECTION WITH THE 7-0 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 0 a CO/l/.5T. 48 11P/,4. ",,4/1 21_,L PE,,? C/TY OF FO/VTA/Y� � � /2 %/Y.�T�LL laT 8"l/�P .y�!Y •�r _y70/B Ct�i1�L.ET.E !li/T� SLUG /!!l�J I Ell Jr - STp, DET/L //2 �YIOD/F/�D PF�Q DETA/L � oN SyEET / 6 ��• ► ' OYTCrE.CEO�/i�yf1ri�yEll�T ,qy- y,E�s�sA�d.EI� - �AFsTEER�E lE _ NG r l "X o.>"�ACK�D 5T��L C 910/2Fe0F7A/L oY sTQILCT/01YC�y �lT��.A157;4Z >�i1 sE�1ETr Cryfi''�/�_ L/y�s`�1��yOLE /CO/ O/ SASSf/E�T3 cON5TRUcT/ON I i- n A,BA�!/DO/YE� BY - /IND 01,41N G//I//<` FE/1/CE � 40� Q5 --- I %O Z�1: C0N57-,2UC710AJ - . METiyOo 0Ye-0NT,QAe7r 19 _ -54. O-- COA/ .5 7.42 U C 7140Al-5A 5117 j T COyT,�fl CTO �y�LL F�E/10v�' ASD /SND? AVAJLA,BGE__ _ (2Y_ c' P.QDr�D.SED i2 V vnlv sEw 2 /2'_t MAX._ _._NtAX: __/24't AVA < ABCS-- T•_P,E�t/Ch�/rVG 4 INDEX MAP SCALE: /"=6m' CITY OF FONTANA COUNTY OF SAN BERNARDINO 40' 0' 40' 80' 120' GRAPHIC SCALES 1"-40' Underground Service Rief t- CoLUTOLL FREE o- 422's 4133 TWO WORKING DAYS BEFORE YOU DIG 401 0' 40# 80' 120' GRAPHIC SCALEc I"a40' FOOTHILL TRUNK SEWER BEECH AVENu� -ro LlME AVENUE', , 1 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE F��0LIABLHO FOR, UNAUTHORIZED CHANGES OR -USES OR THESE PLANS. ALL CHANGES TO THE PIANS MUST 8E 7N WRITING AND MUST BE APPROVED BY THE'PREPARER OF THESE PLANS* UTILITY NOTES WATER: FONTANA UNION WATER CO. 16779. SPRING STREET FONTANA, CA. 92335 (714) 822-2209 FONTANA WATER. CO, 8440 NUEVO AVE. FON�ANA CA. 92335 (714 82�-2201 SAN GABRIEL VALLEY WATER CO, 11142 GARVEY AVE. EL . MONTE CA., 91733 (818) 448-6183 SEWER: CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. (714) 350-7640 a POWER: SOUTHERN CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO CA, CA. 92376 MR, DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA CA. 92333 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY - TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA CA. 92621 TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVE. RANCHO CUCAMONGA, CA. 91370 G. T. E. SPRINT 1- 800-233- 6223 CAL. TRANS DEPT. OF TRANS, CA. DIST. 8 (714) 383-4626 P.O. BOX 231 (714) 383-4519 SAN BERNARDINO, CA. 924.2 IPERMIT # 08-88- N -UK -I 169 - 1 GENERAL NOTES ( CONT`D. ) .19. LOCATION OF THE EXISTING FONTANA WATER CO. LINE WAS OBTAINED FROM.THEIR DRW. #129. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LONE LOCATION AND DEPTH PRIOR TO START OF WORK BY POTHOLING THE EXISTING FIELD CONDITION. CALL FONTANA WATER CO. PRIOR TO COMMENCING ANY WORK ADJACENT TO THIS LINE. CONTRACTOR SHALL PROTECT THIS LINE IN PLACE AND MAINTAIN FULLY OPERATIONAL UNLESS OTHER PROVISIONS ARE MADE WITH THE WATER CO. 20. ,TEMPORARY K -RAIL ALONG EDGE OF STREET PAVEMENT AND CONSTRUCTION WARNINIG SIGNS MEETING CALTRANS STANDARDS SHALL BE SUPPLIED AND INSTALLEED BY THE CONTRACTOR DURING CONSTRUCTION OF UTILITIES WITHIN THE CALTRANS RIGHT OF WAY. 21. PROVISIONS SHALL BE MADE WITH FONTANA WATER COMPANY TO PROVIDE TEMP. WATER SUPPLY DURING CONSTRUCTION. 22. CONTRACTOR TO PROVIDE CONTINUOUS ACCESS TO PROPERTIES FRONTING FOOTHILL BLVD. DURING CONSTRUCTION OF SEWER LINE. T 23. CALTRANS PERMIT NO. 08 -88 -N -UK -1169 AND 08 -89 -N -RW -0666. 24. ANY EXISTING IMPROVEMENTS REMOVED BY THE CONTRACTOR SHALL BE REPLACED. 25. PAVEMENTBREAKINGAND REPLACEMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AGENCY. 26, REPLACEMENT OF ASPHALT CONC. SECTION SHALL BE EQUAL TO EXISTING PLUS ONE INCH. 27. REPLACE BASE MATERIAL WITH SAME TYPE OF EXISTING, 6" MIN. OR AS DIRECTED. 28, REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF FONTANA STD. TRENCH REPAIR. 29. ALL PROPERTY LINES AND TEMPORARY CONSTRUCTION EASEMENTS ARE TO BE LOCATED IN THE FIELD PRIOR TO CONSTRUCTION. 30. LOCATIONS OF ALL SEWER LATERALS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. LOCATIONS SHALL BE MODIFIED OR ADJUSTED IN THE FIELD AFTER THE WORK DISCRIBED Ik THE GENERAL -NOTE 25 IS COMPLETED. EACH PROPERTY IS To HAVE AT LEAST ONE LATERAL A MINIMUM OF 10 FEET.FROM THE DOWNSTREAM CORNER 'OF THE LOT OR THE FUTURE RIGHT-OF-WAY. A 10' SEPARATION SHALL BE KEPT?BETWEEN LATERALS AND THE LATERALS AND THE MANHOLES. CONSTRUCTION NOTES AND QUANTITIES DIA - • /NT��CEPTOrP � D 00 SEI�Y��t' /',PO✓QCT /1!/STWZ 8" E'T�A STf�E�I/GTy L�y.E O�YLY� ,4iY0 PLl/G E7Y0 � ? uth�r STEEPER SL MAY BE CONSTRUCTED CTEDD ONLY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED RECOMMENDED THE A c� E i MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT 190 U) 9 ZX . as U, C/, FIR QUINT/TY - HEE ' SHEAT! 2 .3 SEE-1GtXT///L/ TieZlNe 5Eyl/��P P�POJECT �'Ai(/ID PG,Q�E'p 5'A/VO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM FO0thilI Blvd. ANY AND ALL LIABILITY REAL OR ALLEGED, . IN CONNECTION WITH THE 7-0 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 0 a CO/l/.5T. 48 11P/,4. ",,4/1 21_,L PE,,? C/TY OF FO/VTA/Y� � � /2 %/Y.�T�LL laT 8"l/�P .y�!Y •�r _y70/B Ct�i1�L.ET.E !li/T� SLUG /!!l�J I Ell Jr - STp, DET/L //2 �YIOD/F/�D PF�Q DETA/L � oN SyEET / 6 ��• co ' OYTCrE.CEO�/i�yf1ri�yEll�T ,qy- y,E�s�sA�d.EI� - �AFsTEER�E 4 INDEX MAP SCALE: /"=6m' CITY OF FONTANA COUNTY OF SAN BERNARDINO 40' 0' 40' 80' 120' GRAPHIC SCALES 1"-40' Underground Service Rief t- CoLUTOLL FREE o- 422's 4133 TWO WORKING DAYS BEFORE YOU DIG 401 0' 40# 80' 120' GRAPHIC SCALEc I"a40' FOOTHILL TRUNK SEWER BEECH AVENu� -ro LlME AVENUE', , 1 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE F��0LIABLHO FOR, UNAUTHORIZED CHANGES OR -USES OR THESE PLANS. ALL CHANGES TO THE PIANS MUST 8E 7N WRITING AND MUST BE APPROVED BY THE'PREPARER OF THESE PLANS* UTILITY NOTES WATER: FONTANA UNION WATER CO. 16779. SPRING STREET FONTANA, CA. 92335 (714) 822-2209 FONTANA WATER. CO, 8440 NUEVO AVE. FON�ANA CA. 92335 (714 82�-2201 SAN GABRIEL VALLEY WATER CO, 11142 GARVEY AVE. EL . MONTE CA., 91733 (818) 448-6183 SEWER: CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. (714) 350-7640 a POWER: SOUTHERN CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO CA, CA. 92376 MR, DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA CA. 92333 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY - TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA CA. 92621 TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVE. RANCHO CUCAMONGA, CA. 91370 G. T. E. SPRINT 1- 800-233- 6223 CAL. TRANS DEPT. OF TRANS, CA. DIST. 8 (714) 383-4626 P.O. BOX 231 (714) 383-4519 SAN BERNARDINO, CA. 924.2 IPERMIT # 08-88- N -UK -I 169 - 1 GENERAL NOTES ( CONT`D. ) .19. LOCATION OF THE EXISTING FONTANA WATER CO. LINE WAS OBTAINED FROM.THEIR DRW. #129. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LONE LOCATION AND DEPTH PRIOR TO START OF WORK BY POTHOLING THE EXISTING FIELD CONDITION. CALL FONTANA WATER CO. PRIOR TO COMMENCING ANY WORK ADJACENT TO THIS LINE. CONTRACTOR SHALL PROTECT THIS LINE IN PLACE AND MAINTAIN FULLY OPERATIONAL UNLESS OTHER PROVISIONS ARE MADE WITH THE WATER CO. 20. ,TEMPORARY K -RAIL ALONG EDGE OF STREET PAVEMENT AND CONSTRUCTION WARNINIG SIGNS MEETING CALTRANS STANDARDS SHALL BE SUPPLIED AND INSTALLEED BY THE CONTRACTOR DURING CONSTRUCTION OF UTILITIES WITHIN THE CALTRANS RIGHT OF WAY. 21. PROVISIONS SHALL BE MADE WITH FONTANA WATER COMPANY TO PROVIDE TEMP. WATER SUPPLY DURING CONSTRUCTION. 22. CONTRACTOR TO PROVIDE CONTINUOUS ACCESS TO PROPERTIES FRONTING FOOTHILL BLVD. DURING CONSTRUCTION OF SEWER LINE. T 23. CALTRANS PERMIT NO. 08 -88 -N -UK -1169 AND 08 -89 -N -RW -0666. 24. ANY EXISTING IMPROVEMENTS REMOVED BY THE CONTRACTOR SHALL BE REPLACED. 25. PAVEMENTBREAKINGAND REPLACEMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AGENCY. 26, REPLACEMENT OF ASPHALT CONC. SECTION SHALL BE EQUAL TO EXISTING PLUS ONE INCH. 27. REPLACE BASE MATERIAL WITH SAME TYPE OF EXISTING, 6" MIN. OR AS DIRECTED. 28, REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF FONTANA STD. TRENCH REPAIR. 29. ALL PROPERTY LINES AND TEMPORARY CONSTRUCTION EASEMENTS ARE TO BE LOCATED IN THE FIELD PRIOR TO CONSTRUCTION. 30. LOCATIONS OF ALL SEWER LATERALS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. LOCATIONS SHALL BE MODIFIED OR ADJUSTED IN THE FIELD AFTER THE WORK DISCRIBED Ik THE GENERAL -NOTE 25 IS COMPLETED. EACH PROPERTY IS To HAVE AT LEAST ONE LATERAL A MINIMUM OF 10 FEET.FROM THE DOWNSTREAM CORNER 'OF THE LOT OR THE FUTURE RIGHT-OF-WAY. A 10' SEPARATION SHALL BE KEPT?BETWEEN LATERALS AND THE LATERALS AND THE MANHOLES. CONSTRUCTION NOTES AND QUANTITIES DIA TYPE I A aZIA VrITY C D 48" O-- /1!/STWZ 8" E'T�A STf�E�I/GTy L�y.E O�YLY� ,4iY0 PLl/G E7Y0 � ? CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY STEEPER SL MAY BE CONSTRUCTED CTEDD ONLY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED RECOMMENDED THE IMPROVEMENT. THE CONTRACTOR IS -REQUIRED TO TAKE DUE. PRECAUTIONARY SO T SOILS REPORT FOR THIS MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT PROJECT AND THE /.TY OF FD/1/TA1Y� .ST9�!/��If�O 9 ZX . U, C/, FIR QUINT/TY - RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1�— 1&51WZZ /2 " Z: r7_e, 4 5 7,-,e VC,7;q �/CP PROPERTY; THAT THIS REQUIREMENT*SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACT SHALL �'Ai(/ID PG,Q�E'p 5'A/VO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 8Ac<(FLL Ca�lP,9c'7Z:-,r-' ANY AND ALL LIABILITY REAL OR ALLEGED, . IN CONNECTION WITH THE 7-0 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING t%/VjA �- CO/l/.5T. 48 11P/,4. ",,4/1 21_,L PE,,? C/TY OF FO/VTA/Y� /2 %/Y.�T�LL laT 8"l/�P .y�!Y •�r _y70/B Ct�i1�L.ET.E !li/T� SLUG /!!l�J I Ell ALL EXCAVATION AND CONSTRUCTION WORK SHALL BE STp, DET/L //2 �YIOD/F/�D PF�Q DETA/L � oN SyEET / 6 ��• ' OYTCrE.CEO�/i�yf1ri�yEll�T ,qy- y,E�s�sA�d.EI� - �AFsTEER�E . l "X o.>"�ACK�D 5T��L C 910/2Fe0F7A/L oY sTQILCT/01YC�y �lT��.A157;4Z >�i1 sE�1ETr Cryfi''�/�_ L/y�s`�1��yOLE /CO/ O/ SASSf/E�T3 fG/F/C ?�QANSPC0�5/GV 6T49. CS, / 74/ -�CT/O�Y C4)-- - /IND 01,41N G//I//<` FE/1/CE O Q5 --- ��MOI�� T.C'�'�"S/1.�' •Z CITY /1V5)Ye5-7 .P - /N.5T.eLrl7- z 1U5 %O Z�1: _ f17iYT�1/YA DET,1/,L 2a_ ,4/L �W 1Y .-ol . _ -54. O-- CONST. /O " .5El�1/EP DPOP /YjA/1 /y0L E STPL/CTU.P�• / EA • COyT,�fl CTO �y�LL F�E/10v�' ASD (2Y_ PE/1110VZ7 zFr15T. 72,11 NPCP !�Y/Ty /DO . T. a— �E�ovE coNc. sT.PvcTU.P�.s, APPuRT�/VAiVcEs L.S., t7 .4Pco/r%�T�U�T /�Ecy�iV/CAS EQZIiP A1uOT��iV /TECH EQuiP TO -/,Z7/sr 25r/ CITY OF FDyT,4N,4 /Y,411V Ey14/I/CE YARAO. 84« �/LL EXC,4 V/,4 7_10.1V TO 90 o cOr�/I�AC'T10rf/ �E� C/TY'OF /"Orl/T.Li/1�.� DET/L `OET�//L�lyE�EOiI/ BENCH MARK FWE 33 FUTl1,pE- lr7leOZIAID 2,�LP WITH NAIL AT CENTERLINE INTERSECTION ,Or it .FQOTHILL, , BOULEVARD. AND REDWOOD AVENUE. - MANHOLE DIMENSION DATA' DIA TYPE I A B C D 48" CITY OF FONTANA STANDARDS - T^ 6XT.ENl� SVT 11W1IDS' //4 �K Hrr�vvcv CIyL�/7.�- Q SHEETING AND SHORING OR OTHEI CONSTRUCTION METHOD MAY BE NECESSARY WHERI ' . TEMP. CONSTRUCT. EASM'T. IS NOT AVAILABLE. SEG 6,e,4 /-(/z.4,P A44725;e/A1_ coMP,�cr�0 TO ,9_3" ELEVATION 1241.07' .l5 4X /5"MAX WORK MAY UTILIZE TEMPORARY CONSTRUCTION EASEMENT AS SHOWN HEREON (R.Q.W. MAP CITY OF FONTANA DWG, NO.1860 2' SHTS. < < G'o vice�7 <• , : NO WORK ALLOWED ON OTHER PRIVATE. PROPERTIES WITHOUT WRITTEN AUTHORIZATION BY THE OWNER. STRA/GffT !�/fI/L Ori �1 `�� MA NHOLE SECTION TYPICAL TRENCH «§% 4NOT TO SCALE ANOT TO SCALE ? �t/OTES f/OLE �&fzL cONF,c-5w" To T�� FDdi.�2FM- A!5 /T3' A P•PE'cAST tits!// �O. 26229 OF A.STivl C�7�AN0 BE DES/G//EI> FO.P .AASt/rD y20 LDAP/N6 7 �RTE�P-T/BHT 2. ��vvERr SIVW;22,15 As s1/ow�r oN PLAN 4,10 PIWII- 'SHS"W11T,6 l5 RcQU�RE"D - 3. ST��s' fiRE R�"QU/iPFI� FO ,4LL MA.tLf/OL�S /.v CD,uFo,P.�-r .V�'4 P,�An�BA VFX �.�, 4� . /� W/ -r -f/ c/i/ oA',cD,Vr.4,V.9 SJ.0�jj-,4/L //2 STEPS ,S,/,9LL B GAL 11. /ieory QQ.e P,cAsrrc PSR Asr�I A-�2, s'l STM C-478, F�VNDA�PY j TYPE // GiP,4,r P, 4,v- S7Z'�L 7^00 4 Gr//T� /Ll�iNf/OLE ,Q/MM[/5T � o'; 2" ADi4/s DGE BE 77/,QNF'D 11VW,,4Ro- 5 s «x,411 7VwgRo 7)V,5 alX-Z3� H. �� CITY OF FCALIFORNIA Il,QL. PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: A. L, S, , L. P. SEWER PLAN .t ' FOOT H I L, L BOULEVARD 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED B AS SHOWN S.H. TITLE, . S H E E T LAND PLANNING LAND SURVEYING _ - - , CIVIL ENGINEERING CHECKED BYBEECH' � DATE - �;� - . --•AVENUE TO LIME AVENUE PREPARED UNDER THE SUPERVISION OF: 4.H, ()� �t1}� ` - y JOB NO. SHT. N0, °R/,A!>VEDfrECORQ,gFA1f',rY2/rYF01WI41-o �Z�l �/G/ i CITY C ��2.� �� APPROV � � Z� DR. r , NO. REVISIONS APP OV DATE APP 0 DATE QHN C. HO�AN R.C.E. 2 �9.. DATE 3906 CITY ENGINEER R.C.E. �:�126 - 1570 ( OF 3. J , J.N'.3906 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 95 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF 1V,47-1VZ- "k172�_e1XZ . STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY STEEPER SL MAY BE CONSTRUCTED CTEDD ONLY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED RECOMMENDED THE IMPROVEMENT. THE CONTRACTOR IS -REQUIRED TO TAKE DUE. PRECAUTIONARY SO T SOILS REPORT FOR THIS MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT PROJECT AND THE ON RECORD OR NOT SHOWN ON THESE PLANS. A.MMENDEDLETTER DATED DEC, 19, 1989 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT*SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACT SHALL �'Ai(/ID PG,Q�E'p 5'A/VO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 8Ac<(FLL Ca�lP,9c'7Z:-,r-' ANY AND ALL LIABILITY REAL OR ALLEGED, . IN CONNECTION WITH THE 7-0 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING t%/VjA FROM THE SOLE NEGLIGENCES OF THE OWNER OR THE ENGINEER. NOTE: ALL EXCAVATION AND CONSTRUCTION WORK SHALL BE .ACCOMPLISHED IN THE PUBLIC RIGHT_QF.WAY CON.TRUCTION .l5 4X /5"MAX WORK MAY UTILIZE TEMPORARY CONSTRUCTION EASEMENT AS SHOWN HEREON (R.Q.W. MAP CITY OF FONTANA DWG, NO.1860 2' SHTS. < < G'o vice�7 <• , : NO WORK ALLOWED ON OTHER PRIVATE. PROPERTIES WITHOUT WRITTEN AUTHORIZATION BY THE OWNER. STRA/GffT !�/fI/L Ori �1 `�� MA NHOLE SECTION TYPICAL TRENCH «§% 4NOT TO SCALE ANOT TO SCALE ? �t/OTES f/OLE �&fzL cONF,c-5w" To T�� FDdi.�2FM- A!5 /T3' A P•PE'cAST tits!// �O. 26229 OF A.STivl C�7�AN0 BE DES/G//EI> FO.P .AASt/rD y20 LDAP/N6 7 �RTE�P-T/BHT 2. ��vvERr SIVW;22,15 As s1/ow�r oN PLAN 4,10 PIWII- 'SHS"W11T,6 l5 RcQU�RE"D - 3. ST��s' fiRE R�"QU/iPFI� FO ,4LL MA.tLf/OL�S /.v CD,uFo,P.�-r .V�'4 P,�An�BA VFX �.�, 4� . /� W/ -r -f/ c/i/ oA',cD,Vr.4,V.9 SJ.0�jj-,4/L //2 STEPS ,S,/,9LL B GAL 11. /ieory QQ.e P,cAsrrc PSR Asr�I A-�2, s'l STM C-478, F�VNDA�PY j TYPE // GiP,4,r P, 4,v- S7Z'�L 7^00 4 Gr//T� /Ll�iNf/OLE ,Q/MM[/5T � o'; 2" ADi4/s DGE BE 77/,QNF'D 11VW,,4Ro- 5 s «x,411 7VwgRo 7)V,5 alX-Z3� H. �� CITY OF FCALIFORNIA Il,QL. PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: A. L, S, , L. P. SEWER PLAN .t ' FOOT H I L, L BOULEVARD 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED B AS SHOWN S.H. TITLE, . S H E E T LAND PLANNING LAND SURVEYING _ - - , CIVIL ENGINEERING CHECKED BYBEECH' � DATE - �;� - . --•AVENUE TO LIME AVENUE PREPARED UNDER THE SUPERVISION OF: 4.H, ()� �t1}� ` - y JOB NO. SHT. N0, °R/,A!>VEDfrECORQ,gFA1f',rY2/rYF01WI41-o �Z�l �/G/ i CITY C ��2.� �� APPROV � � Z� DR. r , NO. REVISIONS APP OV DATE APP 0 DATE QHN C. HO�AN R.C.E. 2 �9.. DATE 3906 CITY ENGINEER R.C.E. �:�126 - 1570 ( OF 3. J , J.N'.3906