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HomeMy WebLinkAbout1950-1Bose line v c,l 411 c' c c > al a Q � C Q Q Miller I o c; V I J N�. VI Foothill 6I T5 of wl a cc a a u Q C Q I I Avenue Boulevard u- I p ., O a o i v v Q U U arrow Route I VICINITY MAP. NOT TO SCALE UTILITY NOTES: WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P.O. BOX 6010 CONST. "A. C. OV45R IA -Ag EL MONTE, CA. 91734 TEL. C818) 448-6183 S MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA L. F. 8353 SIERRA AVENUE 5 1 19 FONTANA, CA. 92335 4 CONST. 4" THICK P.C.C. SIDEWALK. 4' WIDE PER CITY OF FONTANA TEL. C7143 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 1780 P.O. BOX 788 5 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 103 300 N. PEPPER STREET 5. RIALTO, CA. 92376 85 MR. DAVE JONES 9 CONST. BARRICADE PER CITY OF FONTANA STD. DWG. 118 C714) 820 - 5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 2 340 16231 VALLEY BLVD. SMOOTH STREET SECTION. FONTANA, CA. 92335 MR. LOU WESTFALL 2,4 O O C714) 889 - 9711 (MEANDERING). SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET TRACT NO. 12314 AND JOIN BREA, CA. 92621 C714) 529 - 2889 TELEPHONE: PACIFIC TELEPHONE 14 S�TE5�G E/G��2Zs� L,bf 1. SPS) BY So. CAL. EP/SoA) -- B,45EL/�VE �4VE • 3939 E. CORONADO STREET EA . ANAHEIM, CA. 92807 C714) 999 - 5639 l�E �G G xL�N _yPs BY so . CAL. 6rYso kJ - A NP:IATa/TX �. xfflr1(p GENERAL TELEPHONE EA. 9000 HELLMAN AVENUE Lo144E5 RANCHO CUCAMONGA, CA. 91730 C714) 945 - 3552 SReu 45�A20/NO �ZooD G'oA/7, 0Z_ pis /GT 8Z5 EAST T��,Po STi�ET 5AAJ BE,�NA20/A10� C,A �?�OS 'i y W1.c/ G O` 12' 18' �t3' ► 2' L�1�L 1 0.4, Ij.JE- L � 20• �.Or1 3 60' R /t,U 3 4 MARGARITA DRIVE SEE A.197ZE x'23 ,�,e PAVEN1E�tli s�c7'/o�c1 ul—Ljw �. Mvzt t) o.).! GU1;z'v BASELINE AVENUE ori ' 2 o �c u►�Fs � G, u 1-�ri��2 111VLA 1 1/AF SCALE: 1" = 150' J Je/ VA7ZF AFi)C--olJ WIGS "07-e 7W4E S/G,ItJIi AS Tf/25SE PL VS /S %�E'S��US/BGE FO -R 7ft:F ficG'Z/,eAe-,X XNP 771E /�V 717E EV,E,cl7" O� D/SC�Ef�.9NG1c55- fiRls/NG !7/!e2/�tJG ONS 7�E F�p/Vi4TE EKY/N�E� SHAGL frE iE'�S US/BLE Fo,2 L�.T2M/AJ/XJG fiiUE1c>TABLE 5dLd7I0N 1gAJDiQgl/%5/AlG 717ff PGS A aYA� OX 7HE ciTY C � V14945 a 13� i lv 131 lIl S' X11 N Ui N X P,q VEiW EFjv7- sEL/NE AVE ZrE D /L it/. T. S. 6EAh5�2gL AA772� 60,2 PA�EiJ"T SEGT/ON T Y P I C A L S T R E E T S E C T I 0 N S NOT TO SCALE LEGEND: INDICATES A.C. PAVEMEN_r 096 GSVOWAC, AOM qP 23) INDICATES A.C. OVERLAY ON EXIST. PAVEMENT FOR SMOOTH JOIN INDICATES A.C. OVER NATIVE FOR TEMPORARY STREET TRANSITION IMOICATES A.G. PW>`maRT i REM Guts. L- IK01CRTES STtzEI✓T LIGHT C40"57RZJG7 0O V /VOTES AA10 55rl"AloE0 QZ1A/VT'/T/ES ADCOIAJ6 "A.,�. oVe�R 'A 15 PAI IAV6.1SF� GENERAL SES N° Z -5i(/-° 2� -FA 22 , z-40 SF" 1SiUp 8 o L r_ ig � V� 14I1,11i'/u*I TN/GKiC/E55 �F��I1�pEME�/T�� CONST. "A. C. OV45R IA -Ag 1- I00 TV'5LF-- 51"A�50VE- )oE2 �410410­f 7-H��KNES s � tJ��2�MEJ�(TS� S CONST. 8" CURB W/18" GUTTER PER CITY OF FONTANA STD. DWG. 101 4 7 6, L. F. :3) CONST. 6" CURB W/18" GUTTER PER CITY OF 'FONTANA STD. DWG. 101 5 1 19 L.F, 4 CONST. 4" THICK P.C.C. SIDEWALK. 4' WIDE PER CITY OF FONTANA 1 STD. DWG. 105-A 1780 5 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 103 4-1 CP 3 O 5. 8 INSTALL 2" X 4" REDWOOD HEADER 85 L.F 9 CONST. BARRICADE PER CITY OF FONTANA STD. DWG. 118 14 L.I 10 CONST. A.C. OVERLAY OVER EXISTING PAVEMENT TO PROVIDE 2 340 SF SMOOTH STREET SECTION. 11 CONST. 4" THICK P.C.C. SIDEWALK. 5' WIDE PER LANDSCAPING 2,4 O O 6.11FPLAN (MEANDERING). 12 REMOVE BARRICADE AND 2"X 4" REDWOOD HEADER PER PROPOSED L F TRACT NO. 12314 AND JOIN 13 CONST. TEMPORARY 3" A.C. OVER NATIVE FOR STREET TRANSITION L�-, 2�3 �✓'.�. 14 S�TE5�G E/G��2Zs� L,bf 1. SPS) BY So. CAL. EP/SoA) -- B,45EL/�VE �4VE • 2 EA . l�E �G G xL�N _yPs BY so . CAL. 6rYso kJ - A NP:IATa/TX �. xfflr1(p . 3 EA. 1z�,MOV� �xIST.It�IG . G. pfill�t�T�NT Lo144E5 S.T:: D RECORD DRAWING GENERAL NOTES 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. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 14814, OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT C6193 564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 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. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS 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 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 OFA CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10. ALL UNDERGROUND FACILITIES, WITH LATERIALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 11. 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 TO BE DONE TO THE SATISFACTION OF THE CITY'ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- FORMANCE 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. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTAN6 PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN`THE CITY LIMITS. 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 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 CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. } 19. Aa EXl572N6 ANO NEW /NIAN/101-E 1,55e4MESAivO oo v6tOr Tb ,8E 4W S7;et.AGTED SY MIE SES VR 6 "96WW �r�VrsH49 5I/�44�5 G,0q,06 4AV vlzVG PAV/A!G 771B SAV/5 Co��o,� Shi�LG ie�q/S� SAMA F/�t!/5y G�A��. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA C714)350-7610 24 HOURS PRIOR TO STARTING WORK. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI- TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 22. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED, AND BACKFILLED TO THE SATISFACTION OF AND-CERfiIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 23, �/`IV�I�fE"lVT STj'?L1GTJ�L S,�T/ol�lr' �Ho�✓1C/,41�� %�IINIMLII�j �iC/.C� SU,��t-G-T To 12ff_vj5i,::*l }INb 3Y S4)X-!z:5- 7)nS7-6 G j",OIiU6j. Z4 AZL !JT/G/Ty GiV-"_AJ 4$ N077-ce To A,CoUNZ�> 77X511q li9C/Z / 7-/E 5. �. /7- 51-1,461- .6E 771E /�ESFPAJSi51,(_ 17y o,= 711E To A1071-�Y TSF EitJG/�VEE,� A�T�,2 Tf7E Ac Fg56 Co!/ E HA5 ,85660 AND 55 r-045 71/E Pi41//A)(S //A5 , ?aW IA.)57AG!- 50 5t) 7111q -r 7&,5 6(>GIA)45 -/2 MX IA15746Z- Tf�E 97%454:57- c�v72�e1_1AAE NlortlUrvl As Ti�E 017-Y o� 607 1V7 ;VA. 210, AGTc1�tL Tr/IGKNE55 �� �j:G. l�ig1/�-A'I�T �jc%�o� �f15E Gotl}2�E MATE�I�L rvr� STI1�t1GTJh�,4L- 577eEr-T SEC,Tj%r5 SHAL-L �5C GjffO71f�=,-Kivr(r_/�L ENcjilNE_E_12V61 1e��'at2T�N�-5zJ)5"77Ex) To THEGITy d� ra*JT/ t Fob ,4�i�'2o�/�� cJ1�o1J coMf�L�T10/J o� J'ZovGj� Gf SINE,. 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 STRUCTURES 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 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY 4ND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.