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Home My WebLink About2066-1GENERAL NOTES 1. ALL WORK SHALL BE DONE 1�1 ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA A�qD 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 EXISTINO 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 RESPONSIBILE 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 Bit RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL N6T 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 REC NUMBER BELOW 33965, OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHINb OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (7/4/) 560-.741,49, AND 48 HOURS -PRIOR TO REQUIRING INSPECTION. 7. DURING ROUGH GRADING OPERATIONS AND, PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DkAINAGE CONtROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE Tb ADJACENT PROPERTY. 8. THE CONTRACTORS SHALL, BE � RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF Dust C6).NTROL W0.(CH SHALL INCLUDE PROVISIONS FOR ADEQUAtE11 WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF iDUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEAtUkS ARE NO LONGER NECESSARY. 9. LOCATIONS OF FIELD D�NSITY TEST SHALL BE DETERMINED BY THE SOILS 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 T E NORMAL RrPR SENTATIVE AM LI GS IVZ7 10. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO FRA�11 AND COVER VARIES THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 11. ALL I RAVLLLIJ WAYS M I Ej CLLANLD DAILY OF ALL DIR I I M AN DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION7 CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. TOP OF CONE 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE 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, L 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, REMOVALP REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FORM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR THE START OF ANY WORK WITHIN THE CITY LIMITS. 15. ALL STATIONING 10+00 REFERS TO CENTERLINE OF SEWER, UNLESS NOTED OTHERWISE. 16. STAKES AT 25' O.C. AND 12.5' O.C. (FOR ALL GRADES LESS THAN 0.4%) SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. CONC. MORTAR - 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 RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE ___�/Z?2Z CONTRACTOR. TOP OF CONE 19. USE V.C.P. COMPRESSION JOINTS WHERE HORIZONTAL SEPARATION BETWEEN SEWER AND WATER IS LESS THAN 10 FEET. 20. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AGENCY. 21. REPLACEMENT OF ASPHALT CONCRETE SECTION SHALL BE EQUAL TO EXISTING PLUS ONE INCH. 22Y. REPLACE BASE MATERIAL WITH SAME TYPE OF EXISTING, 6" MINIMUM OR AS DIRECTED. PH -A. SEWER PLANS F0 TYPICAL DETAIL MANHOLE IN PAVED STREET 23. 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. 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 PR OJECT, 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. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS 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 LIA13LE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN,VWRITING AND MUST 13E APPROVED BY THE PREPARER OF THESE PLANS. ELECTRICTY r"M A L I r" A K I M t-^% IrM _j 0 TYPICAL DETAIL MANHOLE IN GRADED STREET SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD FONTANA, CA 92336 (714)357-6231 CONTACT: HAL STEWART GAS SOUTHERN CALIFORNIA GAS CO. 2325 CRENSHAW P.O. BOX 2815 TORRANCE, CA 90509-2815 (213)328-1631 CONTACT: WILLIS DEL PERDANG WATER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 W. BASELINE, BLDG B P.O. BOX 188 RIALTO, CA. 92376 (714)875-1804 OWNER/DEVELOPER ALEXANDER HAAGEN CO. JNC. 3500 SEPULVEDA BOULEVARD MANHATTAN BEACH., CA 90266 (213) 546�=-4520-- CONTACT: MARK BEERS TELEPHONE PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 999-5449 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA. 92335 (714) 350-7610 CITY OF RIALTO 150 S. PALM AVE. RIALTO, CA 92376 (714) 820-2530 BASIS OF BEARINGS: THE NORTHERLY RIGHT-OF-WAY OF SLOVER AVENUE HAVING A BEARING OF N89"28'52"E PER P.M.B. 60/16-17. h d?, FUTURE PAVEMENT EXIST. AC. PVMT. GRADED SURFACE PER STREET GRADING PLAN FUTURE PAVEMENT FREEWAY - - - - - - - - SAN BERNARDINO - - - - - - - - - - - - - - - - - - - - ---------------------- -------------------- ----- ------- S. P. -R. R. BID SCHEDULE 2 ORWY DRWY ORWY SLOVERJ,[ AVENUE - - - - - - - - - - - - - - - - - - - - - - -- Fr-][:::i 1 -1 - 6= 7 DRWY ORWY DRWY LO AMARIND 0 Ld COURT D U) zi 5 f5 x C; Ld i DRWY LLI Z > 0 z: N M Z F- _j z Ld 10� 0 z Lj_ Uj ASH :) 0 Z 0 > N DRWY 4 0 U_ z 0 SANTA ANA VA U SANTAANA __j WE WO -E- ENUE __121 3 Q, DRWY tk C - SHEET NO. (TYPICAL) z 0 Ll Z (n V) PRWY V!1 NOTE: NO CONNECTIONS TO THIS I < SEWER SYSTEM UNTILL DOWNSTREAM L�RWY 4j./ IS ACCEPTED INTO THE CITY OF Q RIALTO. 3q AVENUE - - - - - - - - - - - - - ------- -------- - - - JURUF5A] i r I VIA VOLANTE LARGA DRIVE INDEX MAP 1 IV =800" RECORD DRAWING A The information on this drawing is obfained from others and must be verified in �he f'eld by anyone. prior to use or construction. HALL & FOREJAj!01, IINC. i's not responsible for underground facility locations or depictions. All above ground facilities can be readi!y seen and verified by the parqies tha intend to use same. CITY BENCHMARK No. 296 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/O SLOVER AVENUE). ELEV. 1137.71 1967 t "'A"Ok V -0V -1p, REVISIONS I MR -S--- APPROVAL I DATE a F E S RT rri LLJ M No.26229 Exp.3/31/94 C CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT I BID I BID 2 BID 31 WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: I .(A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16 - INSTALL 12" EXTRA STRENGTH VCP SEWER PER CITY STD. 2102-- 0 0 LF 2 INSTALL 10"' EXTRA STRENGTH VCP SEWER PER CITY STD. 324' 1438� 811 LF --------- ................. ------- ---------------- PVMT. CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAIL 112, ECCENTRIC CONE. 15-- 4 3, EA 4 INSTALL 8" EXTRA STRENGTH VCP SEWER PEP, CITY STD. 140--' 289 352 LF (D INSTALL 6" EXTRA STRENGTH VCP SEWER LATERAL. 0 46-, 0 LF Z WOM CONSTRUCT MANHOLE SAFETY LEDGE PER LACFCD DWG. NO. 2D-430, MODIFIED f1l BROUGHTUP IN LIFTS AND 1 0 EA FOR 48" DIA. SHAFT, - N C14 INSTALL 4.0 L.F. OF 10" VCP @ 1.% AND PVC PLUG. 0 0 0 EA 0 INSTALL 18" EXTRA STRENGTH VCP SEWER LATERAL. 1241, 0 0 LF_ @ INSTALL 21" EXTRA STRENGTH VCP SEWER LATERAL. 981. 0 0 LF INSTALL CLEANOUT PER CITY STD. 128, VERTICAL CLEANOUT PIPE TO BE 7- 5 3 EA NOTE 5 SAME SIZE AS HORIZONTAL LINE, 5 W REMOVE AND---REPL-ACE A.C. PAVEMENT PER DETAIL ON SHEET 1. 6000 1500 0 SF FL INSTALL 4 L.F. OF 10" V.C.P. AND PLUG. 2, 0 0 EA INSTALL 21" P.V.C. PLUG 11 0 0 EA *NOTE QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING. V.C.P.- PIPE BEDDING AND TRENCH '-DETAILS NOTES: 4e- 40M�� 4"W. 1-107- IWIX 4e WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: .(A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16 8 )1 MAX. EACH SIDE OF' PIPE. A.C. PAVEMENT PER GENERAL NOTE NO. 21. 6" MIN. EACH- SIDE OF PIPE. 2 BASE MATERIAL, SEE GENERAL NOTE NO. 22. . . ......... ..... ---------------- ----------- ------------ 24" TYPI ----------- AT THE UPPER LIMIT OF- THE PIPE ZONE EXCEEDS THE MAXIMUM ---------- --------- ................. ------- ---------------- PVMT. ------ ----- --------------- ------- BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH Uj 0z x EXIST. A.C. 4 - IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO BE IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE, 0 LU z TO THE TOP OF THE'PIPE ZONE. Z WOM f1l BROUGHTUP IN LIFTS AND N COMPACTED PER SPECIFICATIONS, N C14 ONE SACK SLURRY TO UNDISTURBED SOIL K" N SEE NOTE 3 z "-SEE SEE NOTE 0 NOTE 5 5 W 13/4's MAX. ROCK g FL "P, JC�USHED PIPE SUBGRADE ton) 0 SEE NC TE `1 N SEE NOTE `1 3/4 MAX. PIPE FOUNDATION WIDTH __ 4,/ WIDTH CRUSHED ROCK , § FOR UNSTABLE SOIL FOR UNSTABLE SOIL CONDITION SEE NOTE 4 CONDITION SEE NOTE 4 L PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE BASE 6" MIN. FOR PIPES 12" AND LARGER 6" MIN. FOR PIPES 12" AND LARGER 4" MIN. FOR PIPES 110" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLER TYPICAL NORMAL BEDDING -,OVERWIDTH BEDDING V.C.P.- PIPE BEDDING AND TRENCH '-DETAILS NOTES: TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: .(A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16 8 )1 MAX. EACH SIDE OF' PIPE. (B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12 6" MIN. EACH- SIDE OF PIPE. 2 OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH AT THE UPPER LIMIT OF- THE PIPE ZONE EXCEEDS THE MAXIMUM WIDTH SPECIFIED ABOVE. 23 OVERWIDTH BEDDING -MAXIMUM TO BE DETERMINED IN THE FIELD BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH EXCAVATION. 4 - IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. 5- IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE, THE CONTRACTOR MAY EXTEND THE 3/4- MAX. CRUSHED ROCK TO THE TOP OF THE'PIPE ZONE. -VICINITY MAP N. T. S. SITE NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY INFACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED of UTILITY HAS BEEN CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RIALTO CONTRACTOR FOR VERIFICATION OF JOIN ELEVATION AT TAMARIND AVENUE. ""-Underground Service -Ale 0 Calk TOLL FREE 1-800 422�411133 TWO WORKING DAYS BEFORE YOU DIG A CITY OF FONTANA, CALIFORNIA FD H P 1 1 r \Aln P V n F P TW F M T - DRAWN BY SEWER PLAN -S PHASE 1 SCALE: 9 0 BJ N. T. S. 3170 REDHILL AVENUE - COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY EMPIRE CEN TER H G CIVIL ENGINEERING LAND PLANNING LAND SURVEYING P.M. 12195 CHECKED BY DATE: PREP R D UNDER THE SUPERVISION OF: HG GENERAL NOTES, CONSTRUCTION NOTES, INDEX MAP �1141?1 a) r JOB NO, I r E C, A"n�n� 1-7-!j -I I - 4013-029 A OVED DR. NO. SHT. NO, DATE I 'JOHN C. HOGAN A.'V.E. 26229 ATE: �� EITY ENGINEER R C E 251 6 :404"�, 1 OF 8 kj