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Home My WebLink About2333-1GENERAL NOTES 1. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 2. 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. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 4. 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 33965, OR A LICENSED LAND SURVEYOR ONLY. 5. THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE CONSTRUCTION PROCESS. 6. 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. 7. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 8. ALL STATIONING 0+00.00 REFERS TO CENTERLINE OF SEWER, UNLESS NOTED OTHERWISE. 9. STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 10. ALL PIPELINE 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. 11. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER OF RECORD. 12. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF FONTANA STD. TRENCH REPAIR. 13. 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. 14. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.) VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-88 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. 15. THE MANHOLES SHALL BE PRECAST ECCENTRIC CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 16. EXCAVATION, PIPE LAYING AND JOINTING, BACKFILLING, PAVEMENT REMOVAL, REPLACEMENT AND TEST FOR LEAKAGE ARE PER CITY OF FONTANA STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION. VITRIFIED CLAY PIP JOINTS SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION C425-86. PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION : C12-86. ALSO, SEE CITY OF FONTANA STANDARD DETAIL 131 "STANDARD TRENCH REPAIR". 17. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD PLANS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST EDITION. 19. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHOULD BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 20. SEWER CONTRACTORS SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 21. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON SHEET 2 AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 22. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. Underground Service Alert n� o "Goy Call: TOLL FREE 1-800 422--4133 TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: ELEVATION 1513.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220' E'LY OF CHERRY AVENUE. HUNTER'S RIDGE SEWER IMPROVEMENT TRACT NO. 14274, 14274-1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE 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 LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. FESS/ON A�RECORD. DRAWING THE INFORMATION ON THIS DRAWNG IS- OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIS SY w m ANYONE PRIOR TO USE OR CONSTRICTION Iz No. C52312 � CONSULTANT IS NIOT RESPONSIBLE FOR UNDERGROUND Exp 12 3 e FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE (P GROUND FACILITIES CAN BE READILY SEEN ANDVERIFIED BY THE PARTIES THAT INTENT? TO USE SAME.� � � 7 CONST. SITE BENCHMAR734,50 SET CHIS SQUARE ON C AT THE N.W. CURB RETURN - BRIDLEPATH DR. & CHE50 FT. N.E. C/L BRIDLE36 FT. N.W. C/L CHERR BASIS OF BEARINGS: THECENTERLINE OF SUMMIT AVENUE SHOWN AS N8905845"W ON TRACT MAP NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS. RECORDS OF SAN BERNARDINO COUNTY. (TO STA16 INDEX MAP SCALE: 1"=200' UNDERGROOND UTILITIES & STRUCTURES PLANS & 14274-2 __j z r w U �w z Ln %o�•�P q,*" z V) N.T.S. CONSTRUCTION NOTES & QUANTITIES: 1z z 'z z OP - OSI TR. 14274-1 TR. 14274-2 TR. 14274 J LL M (PHASE 1) (PHASE II) Q O J O_3 zzI� 2033 2876 0 IU LF U Q CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. #112 10 11 U EA OCONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. #125 AND #125B. 1956 �t�`/O� ts` 1406 LF OCONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY PER CITY 1, - Z Q BRIDLEPATH / OF FONTANA STD. #128 (PHASE 1). DRIVE O REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY & JOIN (PHASE II). - 1 X EA N REMOVE EXISTING SEWER LINE AND RECONSTRUCT PER PROFILE HEREON, BEDDING PER DETAIL ON SHEET 2. P, 4 - - LF U7 JOIN EXISTING SEWER MANHOLE. SUMMIT AVENUE - - EA RANCHO O REMOVE EXISTING SEWER MANHOLE. PLUG AND ABANDON EXISTING 8" SEWER LINES. CUCAMONGA - - EA * * O REMOVE EXISTING A.C. AND REPAVE PER CITY OF FONTANA STD. #131. 780 __j z r w U �w z Ln %o�•�P q,*" z V) N.T.S. CONSTRUCTION NOTES & QUANTITIES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS AND OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND ...MUST BE APPROVED BY THE PREPARER OF THESE PLANS." UI I RECORD 'DRAWING REVISIONS �c PHASE III (TR. 14274) SEWER MAIN LINE WITH MANHOLES TO BE BUILT PER PHASE II (TR. 14274-2). �c �c LIMITS OF REMOVAL TO BE VERIFIED IN THE FIELD. UTILITY NOTES ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8402 CONTACT: DAVID PADILLA WATER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6685 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER METROPOLITAN DEVELOPMENT 15010 SUMMIT AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: ROGER HATCH COMCAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES FESRT S�ON� N0.26229 I ' 1/98 R. OF LA0 momr HWi & reminc. mm r . Civil Engineering • Planning • Surveying • Public Works 9 9 9 Y9 13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 - 714/544-3404 PREPARED UNDER THE SUPERVISION OF: - 126 1 9� rPROVAL DATE CITY APPROVAL DATE N C. HOGAN _Nj .E. 26229 MARKS CABLEVISION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 9240.7 (909) 880-0220 CONTACT: JOE DEARMAN GTE CALIFORNIA, INC. CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANIEL TUCKER WILTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 M- 909) 947--9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY s .r CITY OF FONTANA, CALIFORNIA DRAWN BY SEWER PLANS SCALE: KDL DESIGNED B TITLE SHEET 1 "=40' SS TRACT NO. 14274, 14274-1 & 14274-2 CHECKED BY GENERAL NOTES, CONSTRUCTION NOTES, INDEX MAP DATE: 0S JOB NO. APPROVED:DR. NO. SHT. NO. 4439-000 �;.�Cv. Lv�c:,..c� J • ii• 9�- 2 .� CITY ENGINEER, R.C.E. 25126 DATE 3 OF 0 fet NUr QUANTITY ITEM DESCRIPTION UNIT TR. 14274-1 TR. 14274-2 TR. 14274 (PHASE 1) (PHASE II) (PHASE III) O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL SHT 2 2033 2876 - LF �2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. #112 10 11 - EA OCONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA STD. #125 AND #125B. 1956 1603 1406 LF OCONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY PER CITY 1, - - EA OF FONTANA STD. #128 (PHASE 1). O REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY & JOIN (PHASE II). - 1 - EA O6 REMOVE EXISTING SEWER LINE AND RECONSTRUCT PER PROFILE HEREON, BEDDING PER DETAIL ON SHEET 2. P, 4 - - LF U7 JOIN EXISTING SEWER MANHOLE. 1 - - EA O REMOVE EXISTING SEWER MANHOLE. PLUG AND ABANDON EXISTING 8" SEWER LINES. 1 - - EA * * O REMOVE EXISTING A.C. AND REPAVE PER CITY OF FONTANA STD. #131. 780 - - SF 10 PROTECT EXISTING MEDIAN IN PLACE. 40 - - LF * * 11 REMOVE AND REPLACE EXISTING LANDSCAPING, CURB & GUTTER AND SIDEWALK. 5 - - LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS AND OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND ...MUST BE APPROVED BY THE PREPARER OF THESE PLANS." UI I RECORD 'DRAWING REVISIONS �c PHASE III (TR. 14274) SEWER MAIN LINE WITH MANHOLES TO BE BUILT PER PHASE II (TR. 14274-2). �c �c LIMITS OF REMOVAL TO BE VERIFIED IN THE FIELD. UTILITY NOTES ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8402 CONTACT: DAVID PADILLA WATER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6685 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER METROPOLITAN DEVELOPMENT 15010 SUMMIT AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: ROGER HATCH COMCAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES FESRT S�ON� N0.26229 I ' 1/98 R. OF LA0 momr HWi & reminc. mm r . Civil Engineering • Planning • Surveying • Public Works 9 9 9 Y9 13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 - 714/544-3404 PREPARED UNDER THE SUPERVISION OF: - 126 1 9� rPROVAL DATE CITY APPROVAL DATE N C. HOGAN _Nj .E. 26229 MARKS CABLEVISION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 9240.7 (909) 880-0220 CONTACT: JOE DEARMAN GTE CALIFORNIA, INC. CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANIEL TUCKER WILTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 M- 909) 947--9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY s .r CITY OF FONTANA, CALIFORNIA DRAWN BY SEWER PLANS SCALE: KDL DESIGNED B TITLE SHEET 1 "=40' SS TRACT NO. 14274, 14274-1 & 14274-2 CHECKED BY GENERAL NOTES, CONSTRUCTION NOTES, INDEX MAP DATE: 0S JOB NO. APPROVED:DR. NO. SHT. NO. 4439-000 �;.�Cv. Lv�c:,..c� J • ii• 9�- 2 .� CITY ENGINEER, R.C.E. 25126 DATE 3 OF 0 fet NUr