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HomeMy WebLinkAbout1874-1Q SOUTHERN VICINITY MAP NOT TO SCALE LEGEND /Q5.001MO or - - --� Tfi'f�CT bzOUNOfI�PY ✓EE SH,EE"T 0- W,FNOOG1,CT 3 fel//LG/,9A V5, el, 2 Pr9�Pe`YAY � J� 7 FOOTHILL L4�Ns111Q11o0 EAST N9, ARD �IeFATY INDEX MAP NOT TO SCALE AVENUE R�O�OL/T CT. C,4 7. ROANOKE ROAD MEYER CANYON DRIVE �1)f; Ifll()(f1),'1timl on 5 t;.'t.?'�llll� Ioht;,)II111(1 I ' lffo(s and ff)IJ.�t t)�; Vk,)JfI,k"d I.l I�;l�' bol".] Oy ..fl/0,,:, viol i0 i,l 0 0� ct(j�Ii1siolJt,li ). /, <.`1�/� ��f�lt,',s1}1�I, ((I�(\C/. IS 001 I(�;15.1�)usiblp(,'Ii�or 1.�1 (joirg( Il i)\A fCllilll�`/ loo- lions of ��eoi(l, �I�/fis. All (.IIIovo wound t�G1�i�itkF ter b c 1 l) -1 �) ,) I 'h , . , �n r��, r�;a dil y s � .n �lf�t1 i,,rlii�,fl ov tn,, )�i(l . tr�4�1; VILLAGE OF HERITAGE SEWER PLANS FOR TRACT 13084 EAST HERITAGE VILLAGE IN THE CITY OF FONTANA COUNTY OF SAN BERN R INO CONSTRUCTION NOTES & QUANTITIES.. DESCRIPTION QUANTITIES O CONST, 48" PRECAST CONCRETE MANHOLE PER STD. DETAILS 109 8 112. OZ CONST. 8" V.C.P. SEWER EXTRA STRENGTH. 3O CONST. 4" V.C.P. HOUSE LATERAL -EXTRA STRENGTH W/PLUG PER STD. D�TAI,LI [25. UTILITY NOTES: WATER:, CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA, CA 91730 (714) 987-2591 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES IO" /I114X ilk 915LEZ7,6O TO 90 yi7 77 WN — TYPICAL BEDDING FOR 8" VCP 5�Lz2-TZE� N14T�vE .50/L /" /17 X. 5'/ZE" C&?MP,9CTZ�9 TO YO 0/ //� " TO 9�� " lPOCfK .BE9D// GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231. VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONE 9000 H ELLMAN AVENUE RANCHO CUCAMONGA, CA 91370 lx,- I ADPEL) RECOf3D DRAWING INFOITMATIOA/ �l 3131/9' t NO. I R E V I S 10NS LESS THAN 10' DEEP N. T. S, lo'iYl/N. to "iY/AX. N, TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER N. TI S I GENERAL NOTES 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to the start of any work within the city limits. 3. Terminate all 4" house sewer laterals 3' inside the lot with a plug. Should a public utilities easement lie contiguous to the street R -O -W, the lateral shall extend across the easement and terminate 3' inside the lot as measured from the utility easement line. 4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 5. All pipelines or substructures of any kind and all telephone or power 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 responsibility to notify all agencies concerned before construction begins. 6. "As -built" plans shall be provided to the City by the Contractor. 7. All sewer laterals shall be installed on a 2% minimum grade unless otherwise approved by the City Engineer. 8. Sewer Contractor shall chisel "X" in the curb at the location of the laterals. 9. Manhole frames and covers to be constructed by the Sewer Contractor 6" below finished surface grade and upon completion of paving, the paving contractor shall raise same to finished grade. 10. All stationing refers to centerline of sewer. 11. The sewer contractor shall be fully responsible for the location and protection of all existing underground utilities and structures whether shown on these plans or not. 12. No laterals shall be placed under driveways. 13. Engineer shall check out original sewer improvement plans and transfer "as -built" information prior co City acceptance of the sewer system. PRIOR TO CONSTRUCTION OF THE WATER, SEWER AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON THE PLANS. BENCH MARK FWE 1 USCGS "Z�" STATION "PACEL" 1963.901+ ELY. OF RAILROAD TRACTS AND 28'+ SLY. OF CL BASE LINE, 1.1 MI. ELY OF EAST AVENUE, SAME AS CITY B.M. #364 ELEVATION 1301.54' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL BUILT CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE C1 -1"Y. Aa CITY OF FCALIFORNIA PUBLIC WORKS DEPARTMENT A9aDRAWN BY SEWER PLANS SCALE : • DST HORIZ.: I"= 40� 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED 8 GENERAL NOTES, CONST. NOTES VERT.: 1"=4' li = 4' CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY DATE PREPARED UNDER THE SUPERVISION OF:TRACT 13084 JCH JOB N0. E2G DR. N0. SHT. NO. ENGR S. CITY APPROVED ' ,PPROVA DATE APPRO A DATE OHN C. HOGAN R.C.E. 26 29 DATE 3824 ....' CITY ENGINEER R.C.E. 25126 OF 5