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HomeMy WebLinkAbout3417-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PRIOR APPROVAL OF THE CITY ENGINEER. PUBLJC WORKS CONSTR cnoN ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 8353 SIERRA AVE MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING "GREEN BOOK.' THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY CITY ENGINEER FOR RESOLUTION. APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY JAIME AMESZCULA ENGINEER. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS CONSTRUCTION SO THAT TIES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." COMMUNITY DEVELOPMENT DEPARTMENT. ENGINEERING DIVISION PRIOR TO THE START OF 30. TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS DAYS PRIOR TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 LIMITS. CALL (909) 350-7610. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 31. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC AT THE LOCATION OF THE SEWER LATERAL CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 7- PIPELINES TRAFFIC ENGINEER. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE RIGHT CE WAY DURING CONSTRUCTION WITHOUT PRIOR TO WRITTEN APPROVAL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, ALL AFFECTED AGENCIES IMMEDIATELY. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. RIALTO, CA 92377 INSPECTOR. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH HAVE BEEN PLACED, INSPECTED AND APPROVED. WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE FOR .;;DUNCAN DIVISION OF INDUSTRIAL SAFETY. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKnLL COMPACTION. FAILURE TO PRIOR TO PAVING OF STREETS. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 9 x DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL PRIOR TO PLACEMENT. SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL EMERGENCIES: (800) 427-2200 ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY PAVING. WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 19+00 8 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SATISFACTION OF THE CITY TRAFFIC ENGINEER. DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 20+25.70 UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY WORKING DAYS BEFORE EXCAVATION. ENGINEER. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES NNCLLMMG SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOU) THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE PERFORMANCE OF WORK ON 7HIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE NOTED. SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO UNDERGROUND UTILITIES do STRUCTURES ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE aw CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 8353 SIERRA AVE KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. U11UTIES SHOWN. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO ANAHEIM, CA 92807 THESE LINES OR STRUCTURES. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY ATTN: LIM CHITWOOD MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CAUTION' CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE JAIME AMESZCULA DESTROYED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR "THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR. SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS CONSTRUCTION SO THAT TIES UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT CE THE MONUMENT. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES DUNCAN CANYON ROAD 10+00 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 820-5598 UNDERGROUND CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. NOTICE TO CONTRACTOR: 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST U11UTIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE CONTROL. INCLUDING ADEQUATE WATERING. AT ALL TIMES. TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY 1260 DUPONT STREET "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR 7- PIPELINES DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE ONTARIO, CA 91761 RIGHT CE WAY DURING CONSTRUCTION WITHOUT PRIOR TO WRITTEN APPROVAL (9900) 9) 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY REDLANDS, CA 92373-0306 ADDITIONAL NOTE: RIALTO, CA 92377 INSPECTOR. 422-44133133 1. ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE PER SECTION ATTN: LEWIS MCDONALD (909) 875-1804 FOR .;;DUNCAN 306-5 OF THE "GREEN BOOK" MODIFIED HEREON. SEWER PIPES SHALL BE (909) 335-7508 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKnLL COMPACTION. FAILURE TO ATTN: LON TSAI SEALED WITH AN 8' WALL OF BRICK AND MORTAR AT THE OPENINGS AND A 9 x OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE PLAN` ONE SACK SAND/CEMENT SLURRY MIX. DUNOAN CANYON ROAD 50+00 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. EMERGENCIES: (800) 427-2200 2. DUNCAN CANYON IS TO REMAIN OPEN TO THRU TRAFFIC UNTIL STREET of 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM SEWER CLOSURE PERMIT IS OBTAINED. FOR UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE. THE CITY 19+00 8 of ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING SEWER IMPROVEMENTS. FOR 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH 20+25.70 TO MATCH EXISTING CONCRETE. of 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL DETAIL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. CITY OF FONTANA UTILITY NOTIFICATION LIST aw CITY OF FONTANA PACIFIC BELL COMPANY VERIZON SOUTHERN CALIFORNIA EDISON COMPANY 8353 SIERRA AVE 3939 E CORONADO ST 1400 E PHILLIPS BLVD 7951 REDWOOD AVE FONTANA, CA 92335 ANAHEIM, CA 92807 ONTARIO, CA 91766 FONTANA, CA 92335 ATTN: LIM CHITWOOD (714) 666-5500 (800) 422-4133 ATTN: JAIME AMESZCULA (909) 350-6731 ATTN: LARRY SIGNAIGO ATTN: STEVE HOOK (909) 357-6581 2 EA FOR DUNCAN CANYON ROAD 10+00 (909) 820-5598 UNDERGROUND SOUTHERN CALIFORNIA GAS ADELPHIA CABLE TV) ( WEST VALLEY WATER (909) 820-5137 TRANSMISSIONS COMPANY 1260 DUPONT STREET DISTRICT ( 7- PIPELINES P.O. BOX 3003, SC8031 ONTARIO, CA 91761 855 WEST BASELINE (9900) 9) 3 357- 658 DISTRIBUTION REDLANDS, CA 92373-0306 (909) 390-4738 RIALTO, CA 92377 (800) 422-44133133 ATTN: RICKEY REYES ATTN: LEWIS MCDONALD (909) 875-1804 FOR .;;DUNCAN CANYON JROAD : 40+00 (909) 335-7508 50+00 ATTN: LON TSAI of 9 x (909) 335 7527 (FAX) PLAN` FOR; DUNOAN CANYON ROAD 50+00 TO EMERGENCIES: (800) 427-2200 7 of 9 BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 23 T.1 N R.6W S.B.M. SHOWN AS N89059'1 8W PER AMENDING TRACT MAP NO. 13750, M.B. 250/48-66 LEGAL DESCRIPTION: I OWNER/DEVELOPER I SEE NEW SOILS REPORT BEING A PORTION OF SECTION 23, CENTEX HOMES Albus-Keefe & Assoc. AND 24, TOWNSHIP 1 NORTH, 2280 Wardlow Circle, Ste 150 1403 North Batavia Street RANGE 6 WEST, SAN BERNARDINO Corona, CA 92880-2896 Orange, CA 92867 BASELINE AND MERIDIAN. Ph: (909) 279-4000 Ph: (714) 744-9760 Fax: (909) 273-2100 Fax: (714) 744-9750 BENCH MARK: REv. REVISION DESCRIPTION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Uom O CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE -11, SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 IT_ FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 -1508.56 (FEET) TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OttAwiwx __7_1 7 i 7 1 1- L1 L L_ i Li i fC INDEX MAP � l� SCALE: 1 "=350' / DATE I ENGR. I CITY I DATE ® V:9'3 _ �® �l 14 i CITY OF FONTANA PHASE 1 SEWER PLANS FOR DUNCAN CANYON ROAD & ROADRUNNER ROAD D DISTRICT BASIN SCE EASEMENT L! ' �MH J2 Y .MH 11 REGORO OAAWIN►Cx ® Q�pFESS/pN Qc�O �tSHUR q�F y H yNm 31681 MH STREET CONSTRUCTION NOTES do QUANTITIES SIEVE SIZE 1/2" 1 1/2 - aw 1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER UNE, BEDDING PER DETAIL HEREON 2,231 LF O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 109 do 112. 12 EA O3 CONSTRUCT 12" EXTRA STRENGTH VCP SEWER UNE, BEDDING PER DETAIL HEREON 3,561 LF 4 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 109 do 112. (MODIFIED FOR 60") 2 EA O NOT USED - © INSTALL MANHOLE SAFETY LEDGE PER APWA DETAIL 330-1 HEREON 6 EA 7 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 109 & 112. (MODIFIED FOR 720) 2 EA n CONSTRUCT 6" SEWER LATERAL PER CITY OF FONTANA STD. NO. 125 2 EA m�v i MH #14 TABLE 200-1.2(A) PERCENTAGE PASSING SIEVES SIEVE SIZE 1/2" 1 1/2 - SEWER UNE its - 3 4" 100 1/2- 90-100 3/8- 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 3' MAX SIZE NATIVE - SOIL COMPACTED 95% 10" MAX 6" MAX SIZE - NATIVE SOIL COMPACTED 90% a 10" MAX COYOTE CANYON ROAD CHERRY ,��, �SITE LOCA AVENUE �'tQLYTLE CREEK EECH ��'�ROAD SUMMIT DUNCAN CANYON AVENUE ROAD WC N►TY �/AP ALTM 3' MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN 1 " MAX SIZE 10 MAX SELECTED NATIVE BEDDING COMPACTED TO 90% 6" MAX SIZE - NATIVE SOIL COMPACTED 90% li N VCP OR DIP SEWER a o ad V 2" CRUSHED STONE BEDDING R STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE :I 200 1.2 [A] SHOWN TYPICAL BEDDING FOR VCP OR DIP 10' OR DEEPER NTS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER HU c�0 THUR "Y z CD r W i No. 31681 ? rn * Exp. 2/31/04 �f9lF clvW�`� CAI�� / VCP OR DIP SEWER It 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Ij it47z N � ao 0 TYPICAL BEDDING FOR VCP OR DIP LESS THAN 10' NTS LEGEND BC BEGIN CURVE EC END CURVE SEWER UNE CL CENTERLINE SEWER UNE MH INDEX OF SHEETS PER OTHER SHEET INT SHEET STORM DRAIN LINE - - - - R/W RIGHT OF WAY DESCRIPTION EX EXISTING 1 of 9 TITLE SHEET S SEWER UNE SEWER MANHOLE O/• SD 2 of 9 SEWER PLAN FOR DUNCAN CANYON ROAD 10+00 TO 20+00 3 of 9 SEWER PLAN FOR DUNCAN CANYON ROAD 20+00 TO 30+00 4 of 9 SEWER PLAN FOR DUNCAN CANYON ROAD 30+00 TO 40+00 x_5 of, 9 SEWER PLAN FOR .;;DUNCAN CANYON JROAD : 40+00 TO 50+00 6 of 9 x SEWER PLAN` FOR; DUNOAN CANYON ROAD 50+00 TO 57+50 7 of 9 SEWER PLAN FOR ROADRUNNER ROAD 10+00 TO 19+00 8 of 9 SEWER PLAN FOR ROADRUNNER ROAD 19+00 TO 20+25.70 9 of 9 DETAIL SHEET SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER HU c�0 THUR "Y z CD r W i No. 31681 ? rn * Exp. 2/31/04 �f9lF clvW�`� CAI�� / VCP OR DIP SEWER It 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Ij it47z N � ao 0 TYPICAL BEDDING FOR VCP OR DIP LESS THAN 10' NTS LEGEND BC BEGIN CURVE EC END CURVE SEWER UNE CL CENTERLINE SEWER UNE MH MANHOLE PER OTHER SHEET INT INTERSECTION STORM DRAIN LINE - - - - R/W RIGHT OF WAY EX EXISTING WATER S SEWER UNE SEWER MANHOLE O/• SD STORM DRAIN UNE DIRECTION OF FLOW 10 GWMR GAUGE WELDED METAL ROD PIPE RIGHT OF WAY W WATER LINE ST STREET STATION PROP PROPOSED BNDY BOUNDARY 110+00.001 SEWER STATION ED � OZ �em�n Inc.- CITY OF FONTANA, CALIFORNIA C� A Civil Engineering •Planning -Surveying •Public Works COYOTE CANYON 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: SCALE: MSM DUNCAN CANYON RD. 8� ROADRUNNER RD. AS SHOWN PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: _� TI LE SHEET DAT: y{ MSM S R PLANS NOV 2003 -CHECKED BY. S VED DRAWING NO.: HAROLD A L N, .C. 31681 A '9-Z eki RLB ENGI R.0 ,663417 .E. � g 51152 DATE: 3 v U ko (N n 0 i 0 ° 3 ° U) i ° 0 .0 U O M 1.11 U) a-� 0 i o o_0 oE N O o+ L" U)o /o r) N to M i - a' ui E 0 0 Z c ° a 0+0 3 +- 0 0 � J