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HomeMy WebLinkAbout2080-1M: - ElY/ST. C17Y o/=- FoNr.�NA 407 �9 CO 17.6 /ftp/VIF PER Ti's. Alo. /3325 -3 , ,B,�. e16" PG. /3 - /9 \/Iton IN,l MY MAP ,W�f . -- - UTILITY NOTES: INDEX MAP SCALE: 1 " = 80' �X/sT/Nc WATER: SAN GABRIEL VALLEY WATER COMPANY 6. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE L G N�0 11142 GARVEY AVENUE, P.O. BOX 6010 _ _sTR�Ts_ /A1D/cA7r=FS 4.,!5.- PAVe5We5VTA5 C4cL45P i aS Fne 6Y,-01JS7;ez/G7T/o v /(/O7ZEF IVa. a GENERAL NOTES - 7 z1R.,, EL E V 461 �2:/,!,/,qy� 00 .TEL. C818] 448-5183 PER SOILS REPORT. �'GG IN L IN 0 ES MR. FRANK LOGUIDICE G JF/v TZF,e L 7,V15� �A SEWER: PA WeMx5W T 3 Vis• 1z=1N15H i5aR,r-7A45 NOTA : FOR H F M LO GK AYt . 2. -S=ET AIAM45 Si45�V CR095 FA LL-VAJ!;>1ff5- FRo M • -P S/GN 1.0 % TO 1-.-(o % @ PERMITS AS REQUIRED BY THE CITY OF FONTANA. TEL. C7143. 350-7640 5TA-0+50.20 7D 1+10.23 �X/sT/Nc WATER: SAN GABRIEL VALLEY WATER COMPANY 6. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE - 11142 GARVEY AVENUE, P.O. BOX 6010 _ _sTR�Ts_ -f/�MG _- _ Mr«=E,� GENERAL NOTES EL MONTE, CA. 91734 g7 ¢,3 6/, 00 .TEL. C818] 448-5183 PER SOILS REPORT. BACKFILL MATERIALS TO HAVE AN S.E. OF 30 fM I N . ) AND MINIMUM MR. FRANK LOGUIDICE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF O -CONST. 8" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 SEWER: CITY OF FONTANA THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. QQ-CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 ��D 8353 SIERRA AVENUE 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING FONTANA, CA. 92335 PERMITS AS REQUIRED BY THE CITY OF FONTANA. TEL. C7143. 350-7640 M/L.LEX AVENUE L POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 - �2 1� C,-OV_Q -9.5_% C0M�',[1CT MITI V� • ' 300 N. PEPPER STREET :,�_Ttl. /� f9L3a___.97-A-30402-40. F4fTv THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT RIALTO. CA. 92376a ���Th( 5/�D� `- 10. MR.' DAVE JONES - 5 7_",�1._/0_f92.2�o.5T,11.22-f85.8C 4, >3I ,,w� .,�' C714� 820 - 5191 -., cu�r3- CUTTER --Sou TH 5 /aE 3� 60 --•CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG .1003 j�/=/6 , �C=3¢ GAS: SOUTHERN CALIFORNIA GAS COMPANY -O``T--1 •/3 63.9 7- 6rA 79, 92 O REMOVE BARRICADE AND JOIN TO EXISTING P�4t/�MC�tl"%<FEA�F2 To �) `� 16231 VALLEY BLVD. 4 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT 12 . FONTANA, CA. 92335 4�-P46R. T/•Z:NO. Ii:�;Z A; R RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. MR. LOU WESTFALL 26CO to SO S.r 5. C7141 889 - 9711 @ -001V57' OARR/CADE PE/2 0/77' OP RO/YTAN.4 $T0. Z2W6. A /90 G.f SOUTHERN CALIFORNIA GAS COMPANY MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER. WITH RCE _ TRANSMISSION DIVISION @_CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 100.G., 2191 E. BIRCH STREET 2 �4- NUMBER BELOW 14814. OR A LICENSED LAND SURVEYOR ONLY. BREA, CA. 92621 TELEPHONE: ,cvlOply/ //1/ - TRACT 6. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE - CONSTRUCTION NOTES AND QUANTITY ESTIMATE: _ _sTR�Ts_ -f/�MG _- _ Mr«=E,� GENERAL NOTES 1a -CONST `�u A.C. PAVEMENT ON COMPACTEa IVALIE SUBGRADE g7 ¢,3 6/, 00 �/vt/.7TU PER SOILS REPORT. BACKFILL MATERIALS TO HAVE AN S.E. OF 30 fM I N . ) AND MINIMUM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF O -CONST. 8" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 -.r-- 600 G• l THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. QQ-CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 ��D --�- 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 4�--/NSTALL 2_" x�"_REOWOO�D N�,4L?E/P �/� L ' lai S Gc�_ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 3� 5a -CONST 4" THICK P . C . C . S I DEWALK . PER I TY OF FONTANA STD . S 10. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE �C DWG . / 075. ¢ l' lox: oAJ MlaL ,eI2 AVG ANO 4-.5 GV//A2,55 & ALL 57;e69-7-3 4, >3I ,,w� .,�' WATERLINES. AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT 3� 60 --•CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG .1003 j�/=/6 , �C=3¢ S 2"� 5(•�T BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. O REMOVE BARRICADE AND JOIN TO EXISTING P�4t/�MC�tl"%<FEA�F2 To �) `� 4 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT 12 . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE © R RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. @-CONST. CROSS GUTTER PER CITY OF- FONTANA STD. DWG. 104 26CO to SO S.r 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH @ -001V57' OARR/CADE PE/2 0/77' OP RO/YTAN.4 $T0. Z2W6. A /90 G.f MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER. WITH RCE @_CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 100.G., 8 � 2 �4- NUMBER BELOW 14814. OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY 1 1 INST.4LL STi��FT NAME' s/G�✓ % E�4• 64• GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT /Z /N577lZ - .s'TOP S✓c�V �i2-/� Gt//T� PA!/EM�/VT /�.4 //V7� MA�,�//VGS 0 2 45A l 944. C619) 564-2246. AND 48 HOURS PRIOR TO REQUIRING INSPECTION. &1_4,r.A0AVST ¢�2 1A� PAVE�tifF%Oit!_ y5°e 12�� CO/�IP,L(CT 5'�JB��,,Qiq,Glc� P��P �,yGS .�- %/�/lo .Si 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF /� �l �� STRUCTURES, TEMPORARY DPAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. /rvsTAGL 56M L"/V. /-//C-157G/C• T' 141177-1 O-_3,eiq A1F4p �GrTGi�- GFaVS lew A � � M•9ST �4,�it/J ,4.UC 29 � ORrSI,AtiIFVT�'1 L PoGE PE /? c/Ty STD, j0/6 . A3/0 /N67;4Z4 0�I 1"AA HP5 5�,6&`T IW6Wr WmV co6�9 fHEAz> crtro,� z.4%157 �/ A �� 3 X 6A• 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING �v Mf�5'�,q,P,t� ,qA/D 2S' O,eiti�/fil�i�1T L POGO. PER C/TY 9TO. /0/6 DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST /6 R��O1/E eX/ST/NG iQ�,p/it/CbD HEAD �/O�N Clci5ATf���2 fGt'�Tf/) `0- 3� L CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION /7 A'5' "oVE EX/S77A9G 7;Z&E� � PE,QAT� crry P�•�MIT RECl!UiRFD,) 14 69. 6¢ 6• THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. /9 IAJ57X LG W4,OV//VG S'/GN "01P' 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH /9 //CJ's' Z& 4fHE/4V W/74 W/-JAFJVI&� S/G/V Gc%7;V STVP 5YA46C94 SIGAJ W17- HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING Zo /NSTi9l.L TMRf�,ey GATc� ,BAS��IJ ,8,2Q�,L�S PRopUGTS D /Uo, /8/8A• -�- OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE /8�'X/8",� Gt/r� 7_eq,4 6r, C�i4T,E PEP /Vo. ¢ SAMPLINGS. SAW GUT .?�.eeMOV,5 AA)zJ > 510E5wALz--, L, 10. ALL UNDERGROUND FACILITIES. WITH LATERIALS. SHALL BE IN PLACE AND 22 �ieoT G� �}C/ST//VG /N F'l-AGl�5 INSPECTED PRIOR TO PAVING. INCLUDING. BUT NOT LIMITED TO THE "4/tW0G� 4--otrg2 -r&�/N/S// Sl1Rfi4G� FOLLOWING: SEWER. WATER. ELECTRIC. GAS AND DRAINAGE. 2¢ COA)5T' CORi 5 e_- ' �T P�1Q Pim/L OAA fWL� Jlb, S 6q 1 1 . ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS ,, _ _ DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS ,_ �,Tr �-� TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- EiC/ST/AUG �X/s7" j6454ErCH AI/Ex�T r✓O� �iN P�� � �` FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON RoAC>WAY, 077 WV40A l///�IEYA�2OS Ep HIGHWAYS. I N ORDER TO ELIMINATE ANY HAZARDS. �3�lsT/� FLoLt/L/N W� 67.- AIAJAG� 'y'QhU7A-l'v , 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, S I DEWALKS . mom�/,:: ASPHALT CONCRETE OR P.C.C. PAVING. WHICH ARE BEING JOINED OR QuST,�K/ MATCHED IN CONNECTION WITH THIS PROJECT. SHALL BE JOINED OR MATCHED _ i --�- IN A MANNER SATISFACTORY TO THE CITY ENGINEER. INCLUDING NECESSARY it SAW CUTTING. REMOVAL. REPLACEMENT AND CAPPING. - No. %___.. - ' 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC _ - �� WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. G1-?49Cr-- TG MA/NTla/� FX/ST. 60 ' RIPY PER.49,g0M11/E,40 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. ,!:�!_X/5` INeg'/G)2A IAI /2 l//MEoA' RO T�>ACC' No i 0)t'/w F� 69 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR Io. ? TO CONSTRUCT THE WORK TO THE PLAN GRADES. c�/� 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE ,EXrST OR POLES. WATER METERS, VALVES. HYDRANTS. IRRIGATION STRUCTURES. ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE 9/. IL AM AVB. IMPROVED AND INTERFERING WITH CONSTRUCTION. SHALL BE RELOCATED BY PAVING NOTES: OTHERS. IT SHALL BE THE CONTRACTOR' S RESPONS I BL I TY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. p�� I 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 1. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM I UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES. ENTERING 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR OR LEAVING IMPROVEMENTS. 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. rl� •,''" z�• 2. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 07141350-7610 24 HOURS PRIOR TO STARTING WORK. � s 3. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI- /i�/ z. 0C)e Al/�iUUE_ --(5 / 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL Z_AN _G/Sl� AAAIOEL/O�u LAAA5 BE REPORTED TO THE ENGINEER IMMEDIATELY. - paG�_/c, WORKING AROUND THEIR FACILITIES. s`7T WE57'S/t�� LAI/��V� 5 -/;e6:57 -J 5. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. / 22. ALL UTILITIES SHALL BE CONSTRUCTED . TESTED . APPROVED. AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO Ei95(,WE/S 57ReE / ANY PAVING . ,cvlOply/ 44NE. 6. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE - �X/STNS CITY ENGINEER. A/0i2771 00 �/vt/.7TU 7. BACKFILL MATERIALS TO HAVE AN S.E. OF 30 fM I N . ) AND MINIMUM /Y COMPACTION OF 90%. 8. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 9. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. I 1 cued 10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 11. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED O i - IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 12 . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE © ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL STA. /4074-5000 76 SA. Za710-1-9-r2 TO 304'OZ. 4- THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF ��/�N� THE CITY OF FONTANA. 77. l=•S; �0 13. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R VALUES. SAND EQUIVALENTS 30 32 AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. PRIVATE -ENGINEER'S NOTE: 2 / 6 /2110 1-0 �2 g D,S d THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING /3 Id :bl¢� I THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL All BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE 4PLANS FOR APPROVAL BY THE CITY. 07143 529 - 2889 PACIFIC lBEL!_ A ksvUe 3939 E. CORONADO STREETFQFE��j��,? ANAHEIM, CA. 92807 A� C714) 999 - 5639 �� s'`'� GENERAL TELEPHONE No. 62183==TO B� B y so��s E � 9000 HELLMAN AVENUE RANCHO CUCAMONGA . CA. 91730, �,�1V1L UNDERGROUND SERVICE ALERT: 1-800-422-4133 C714) 945 - 3562 -9 AF�� CALL 48 HOURS PRIOR TO CONSTRUCTION III A2_ Z•?,s•ov 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 IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTUTRES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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 REQUIREMENTS SHALL APPLY CONTINOUSLY 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 ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. *P* TITLE SHEET ST IMP PLAN - 2810.183]PF: 13926 606 23 -Jul -91 03:51 PM / 1-42-1216-1