The URL can be used to link to this page

Home My WebLink About5763-160 •c 0 E 0 U O1 N N 0 Z3 0 0 F- 0 (L d POTHOLING The District Will locate their facilities based on the information they have. It is the responsibility of the Contractor performing work to pothole and verify the information provided. The District is not liable for locates. The locates are provided as a service and should be used as a reference by the contractor as to where to begin potholing for the existing pipeline. Potholing of the District's facilities is required prior to construction within the right-of-way or easement. In the event that the District facilities share a public right-of- way or easement potholing is required for all work within 20 feet of the located District pipeline centerline. The District requires 48 hours notice prior to excavation of any type. All potholing within 2 feet of the existing pipe must be done by hand. All crossing utilities must be potholed at the point of crossing. The potholing shall be done prior many other construction to verify the actual elevation of the District facilities. In the event that the location of the District facilities differs from the design, the plans shall be revised to reflect field conditions prior to construction. Review and approval of the revised plans by the District is required. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT m+wluGE ax3 DRVE STANDARD acovT,n �cwFGrNHAn:e PLAN NO. POTHOLING FAXau :pmI3ll.Tam SECTION XI WORK WITHIN RIGHT-OF-WAY OR EASEMENT GENERAL The intent of this section is to protect the existing pipeline and related structures and preserve the current operating process without detriment to the District or its finances. Use of the District's right-of-way or easement by others is considered in the spirit of cooperation but without adverse impacts to the District. Any work within, access cross, or use of in any way of the District right-of-way or easement requires prior written approval. The District retains all rights associated with their right-of-way or easement. Any use granted to others shall be contingent upon maintaining the District's full and continuous use of the right-of-way or easement. Work which restricts full and continuous use may be granted on a temporary basis and if granted, requires a written plan for District access and use during activities. The written plan must be reviewed and approved by the District. The District may require modifications to the plan which increases time and/or cost of construction for the requesting party. As an alternative to modifying the plan as requested by the District, the requesting party may elect to construct their facilities without impact to or use of the District right-of-way or easement. CUTS AND FILLS Temporary or permanent changes to the existing grade within the District right- of-way or easement, requires prior written approval by the District. Any approved cuts shall not compromise the pipe by reducing the structural capacity of the pipe and soil system to less than H-20 loading. Additional cut maybe allowed on a case by case basis. In such cases the pipe shall be reinforced, or relocated so as to provide H-20 loading capacity. Any approved fills shall not load the pipe in excess of the pipe design capacity with a factor of safety of 2 plus consideration of H-20 live loading (design capacity x 2 + H20). In addition, fill shall not be added beyond what can be excavated using an OSHA approved trench configuration without shoring (that is open trench with laid back side slopes). Adequate storage for spoils is also required within the right-of-way or easement. Additional fill may be allowed on a case by case basis. In such cases the pipe may need to be relocated. All capacity verifications mentioned above shall be demonstrated by calculations prepared and stamped by a qualified licensed engineer and submitted to the District for review. POTHOLING CROSSING UTILITIES All utilities crossing the District facilities shalt do so at right angles. The centerline of the crossing utility shall be perpendicular to the centerline of the District pipeline. When the crossing utility must go UNDER the District facility, the utility must protect the District's facilities. Such installation shall provide aman imum of 13" Of vertical clearance between the outside of the District pipeline and the outside of the crossing utility. Reduced separation maybe considered on a case by case basis. The District will NOT approve a design calling for less than 4 inches of separation (outside to outside). The District retains the right to prohibit the installation of adjacent facilities in any and all cases regardless the information provided by the utility. When the crossing utility crosses OVER the District facility, the utility must maintain 12 inches of vertieal separation between the outside of the District pipeline and the outside of the crossing utility. The construction shall be in such amanner that it does not result in a point load on the District pipeline or a void above the pipeline. PARAt r 13L U77EXTIB,S No parallel utilities are permitted within Districtright•of-way or easement. Parallel utilities where District facilities are located in public easements or rights - of -way shall maintain 10 feet of horizontal separation. The separation is measure from the outside of the pipeline to the outside of the other utility. This separation requirement. is especially important at manholes. Additional parallel separation maybe required where the adjacent utility is to be constructed below the District's facility. The additional separation shall be such that the proposed utility can be installed with no impact to the District facilities. Generally the District would not allow construction that impacts the trench line of their pipeline. The District shall determine adequate separation based on the situation proposed SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ®. c � CONSTRUCTION IN THE VICINITY TAND TEL *MRM ° IOF DISTRICT PIPELINE Potholing of the District's facilities is required prior to construction within the right-of-way or easement. LIVE LOADING No construction equipment shall be allowed within the right-of-way or easement unless such equipment has been demonstrated to produce toads less than H-20 loading. In the event that heavier equipment is needed the user shall furnish adequate protection of the pipe. Such protection shall prevent the pipe from being loaded more than it's design capacity with a factor of safety of 2. This shall be demonstrated with appropriate calculations. All capacity verifications mentioned above shall be demonstrated by calculations prepared and stamped by a qualified licensed engineer and submitted to the District for review. STRUCTURES No structures shall be located within the District right-of-way or easement. Structures outside of the District right-of-way or easements shall be constructed without impacts within the right-of-way or easement. This includes temporary excavation, soil stabilization, and temporary or permanent soil nails or rock bolts. DRAINAGE Drainage through and across the District right-of-way or easement shall not be changed from historical patterns. The use of District right-of-way or easement for retention or detention ponds is strictly prohibited. LANDSCAPING Landscaping within the District right-of-way or easement is allowed for the benefit of the adjacent property owners. The following are requirements for landscaping within District right-of-way or easement; 1. ALL LANDSCAPE AND HARDSCAPE ALLOWED BY THE DISTRIT IS TO BE CONSTRUCTED AND MAINTAINED BY THE ADJACENT PROPERTY OWNER. In the event that the District must maintain the pipeline or any related facilities, restoration of the landscaping and or hardscape is the responsibility of the adjacent property Owner, 2. No trees that reach a mature height of more than 15 feet will be allowed within the right-of-way or easement. TRENCH BACIIFIUL TO INS FINISHED COMPACTED PER OISTRICT` Fir uq WATERLINEJHIGH ,3Ars 1 FT MIN. 1 r 1 FTMIN. Ex STING RR BEGGING TO TRENCH SIMMLL SLURRY BE ME= }' OONFORMINGTO I, POREENDOOK-TAaLEMI • li • •�-E•1:•"M v:-^. :: CROSSING • • .0; :-t.�`N!Y� PIPE BEDDING CROSSING 1r CLEARANCE PIPE CENTER FULL LENGTH OF PIPE _ Wilt CROSSING NOTES.. I. PLEASE CALL THE SGVMWD (e28) 269-7911 40 TRENCH SACIffEL TO BE COMPACRED HOURS BEFORE DOING ANY EXCAVATION IN THE PER DISTRICT STANOARDB WITHIN IO FT AREA OF SGVMWD FACILITIES. EACH BIDE OF DISTRICT LINE. 2. TRENCH BACIVnL SLURRY TO CONFORM TO CREEMBOOK TABLE 201-1.11 ) 3. IN No CASE SHALL THE SEPAPA71ON FINISHED GRADE BETWEEN THE OU15MM OF THE PIPES BE LESS THAN 4 INCHES. SPRING LINE OF 4. THIS DETAIL APPLIES 70 ALL CROSSING PIPES DISTRICT PIPELINE IXCEPT HAWDOUS MATERIALS. ELECTRICAL POWER. S. TRENCH BACKFU SLURRY SHALL CONTAIN 100 DISTRICT WATER LINE (HW PRESSURE) .: +1r CLEARANCE. r E00TIN0 .p WATER INE BEDDING CROSSING PIPE TRENCH SACKFILL SLURRY cCNFDRABNG TO -GREENSOW TABLE 201 LOS (-I SACK) OF CEMENT PER CUBIC YARD AND SHALL HAVE 25 DAY COMPRESSIVE STRENGTH OF IOD P5I. e. TRENCH BACKFILL SLURRY AGGREGATE SHALL MEET GREENB00K GPADNO E. TABLE 201-1.3.2(A) SAYE SIZE PERCENT PASSING 3/4' to= 3 DO-100 4 50-e0 NO. B 50-70 NO. 10 33-53 NO. 30 10-35 NO. 50 5-15 NO. IDO 2-7 NO. 200 0-4 T THE DSTMCT PIPE SHALL BE WRAPPED IN 4MIL PLASTIC FOR THE FULL WIDTH OF PIPE IN CONTACT TRENCH BACKI ILL SLURRY CONTAINING MORE THAN 1 SACK OF CEMENT PER YARD OF SLURRY. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 3i�i3bA G PIPELINES CROSSING STANDARD LA TEND TBL P.), -W. FAx K1Rawnx4 UNDER DISTRICT WATERLINE SGV-39 3. 20 feet either side of the pipeline centerline shall be kept clear of landscaping with penetrates more than 1 feet below the surface. This clear zone may not be encroached on by the drip edge of all [nature landscaping adjacent to the 40 feet clear area. 4. The landscaping/hardscape plan shall be submitted to the District for approval prior to construction. The plan shall be modified to the satisfaction of the District. The plan shalt show the mature drip edge of all vegetation with a mature height of more than 5 feet. NOTE: CONTRACTOR TO PROVIDE WRITTEN INSTALLATION AND SHORING PLAN TO ENGINEER AND SGVMWD WITH ENGINEERING CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER DEMONSTRATING THAT ANY LOADS FROM THE PROPOSED STORM DRAIN WILL BE STRUCTURALLY SUPPORTED SO AS TO NOT TRANSFER LOADS ONTO THE DISTRICTS PIPELINE AND DEMONSTRATING THAT THE DISTRICTS FACILITIES AND OPERATIONS WILL NOT BE COMPROMISED. a I rc A V THIN, _F HIGH PRESS I �,:q WATiE Ru -Mql Ir:. a'MIN. X o'. STORM DRAIN 1 4 0 BA11 29" QC. 3 PREFORMED EXPMSION JOINT FILLER HIGH PRESSURE WATER MAIN-. SECTION IIA=AD - NOTES - I. PLEASE CALL THE SGVMND (626, 988-7911 48 HOURS BCPDRE DOING ANY E%CAVA- TTON IN THE AREA OF SGVMWD FACILITIES. 2. PREFORMED EXPANSION JOINT FILLER TO COMPLY WITH ASTM O-list. 3. PREFORNED EXPANSION JOINT FILLER TO BE WIDTH OF TRENCH AND EXTEND 1 FOOT BEYOND SPRING LINE. OF WATER MAIN. i. CONCRETE SLAB TO BE 6 INCHES THICK, AS WIDE AS THE 'r4ENCH. AND EXTEND 5 FEET BEYOND SPRING LINE (IF WATER MAIN. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ee+vsLADE Dons wave STANDARD " '°° STORM DRAIN PLAN NO, GI GLUEKC.4IFORNU l- TEL:(SBS-%mA rAX:OJII33IKRa STETSON CROSSING ABOVE WATER MAIN SGv-58 ENGNEERSIN,. MIN COVER PER CODE 421 •�\ 3'MIN 1'L 112 X MIN TYR MIN I WATERLINE BEDDING EXISTING WATERLINE WATERLINE / TRENCH CONDUIT PER BACKFILL CARRIER UTILITY WATERLINE BEDDING Page 261159 CONDUIT TRENCH BACKFILL TO BE COMPLETED AFTER ENCASING CONCRETE HAB CURED TO 5D0 PSI RED CONCRETE ALL AROUND CONDUIT 3" MIN 12- MAX FOR FULL WIDTH OF WATERLINE ROW OR EASEMENT CONDUIT TRENCH BACKFILL TO BE COMPLETED AFTER ENCASING CONCRETE HAS CURED TO 500 PSI FINISHED GRACE RED CONCRETE ALL MIN COVER AROUND CONDUIT 3" PER CODE MIN 12- MAX FOR FULL T WIDTH OF WATERLINE ROW OR EASEMENT .. a.. •�.. .� 31MIN t2' MAX TYP t1.. PIPE BEDDING SHALL BE PLACED MIN 3" MIN EXISTING 17 MAX TYP T WATERLINE I ACCORDING TO SPECIFICATIONS UP TO WITHIN 6' OF CROSSING CONDUIT(S). 2. VOIDS AROUND CONDUIT SHALL BE FILLED WITH RED CONCRETE TO AT LEAST 3' ABOVE CONDUITS) BUT NOT MORE THAN 12'. 3. BACKFILL AND COMPACTION SHALL RESUME ABOVE CONDUIT AND CONCRETE ACCORDING TO SPECFICATONS. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT EMU VILLAGE WKS CANE. STANDARD SUITE IRS BURIED ELECTRICAL CONDUCTORS COTCAr1FGRN1A91YN PLAN NO. TEL: ICG61 S57-WO2 FAX: MIR 331-70M STETSON CROSSING WATER LINES SGv-60 ENGINEERS INC. Page 27/162 Prepared For: BASIS OF BEARINGS: Prepared By: CITY OF FONTANA CALIFORNIA 101 SHOULD CONSTRUCTION OF REQUIRED THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO QROFESStO 1 D 0, IMPROVEMENTS NOT COMMENCE WITHIN BEING THE CENTERLINE OF SIERRA AVE., PER PM NO. ALLARD ENGINEERING ��0 oNo J. q� OFFSITE STREET IMPROVEMENT PLANS TWO YEARS OF THE DATE OF APPROVAL LENNAR 19431, PMB 242/97-98 Civl Engneering -Land Surveyng -Land Planing ti� �� Fy z DRAWN eW SUMMIT AT ROSENA Ste' AS NOTED AAAMAAMAVIMM✓Nr✓LAA a AAAAAAAn4An4AAAAAAAAAA SHOWN HEREON AND CARRIED FORTH N A 980 MONTECRO ERNE, SUITE 302 BEING: N00'33'32'W y tYe o / 18888 Seville Avenue DIAL DILIGENT MANNER, THE CITY ENGINEER MAY CORONA CA 92879 BENCHMARK: Fontana, California 92335 w No. 3605: TWO WORKING DESIGNED BY: DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 (909) 358-1815 Fax (909) 385-1795 Ex . 6/30/20 SGVMWD DETAILS CALTRANS BENCHMARK #8-17 II— 4 p DBW January, 2019 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 r`t"l�-C �� P BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED .�%. 01/23/19 q� CIVIC- � CHECKED BY: �� D �• 1/28/2019 DRAWING NO.: 16 TOLL FREE 1-800-227-2600 CONDITIONSAND STANDARDS IN EFFECT 343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. � Allard, R.C.E. 36052 Date OF CAL" DATE: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REy REVISION DESCRIPTION ENGR. DATE CITY DATE EL=1428.609 (expires 6/302020) RJA CITY ENGINEER R.C.E. 51152 5763 16 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\nNAL DESIGN\OFFSITE\STREETS\SUMMR AT ROSENA—SHT 16.dwg