Loading...
HomeMy WebLinkAbout2026.05.21 Item 7a Attachment 1 of 3 - Project Plans kylc B° I - Ff ston --- ,_ SOUTH TAHOE PUBLIC UTILITY DISTRICT Forest- Carpenter B„ VC Highlands Valley _ Union Mills toPe} Y Ada SPr nos D0 LUCkee a3 Washoe City Virginia City 0Eder shoe Cite Gold ilia ® 1. -� 2026 WATER METER INSTALLATION PROJECT Silver City :I cline-Village V 0 c Da on CameHan Bay Olympic ze Mound•Hous� Valley Dollar Sand Harbor - a Taboe City Carson C. sac, (-1-: I I I . e Home. eod Indian; ills Tahoma °' o9gi _ MeekS.Bay PROJECT I Lake Tahoe Basin/ GivLOCATIONS P- 14 Manage neat -aer Unit South•Lake Gardne 'Ile Fisn Springs — Tahoe 3 - 0 is �ardnervilfe Mt Siegel O P 1 -Fall• Leaf Ranchos N. P— El Dorado O - � nFad, M ers 8 Carter`prings �` z Jones Place x� Ech• — e 'Q ew,:, 1 °`o Twi .Bries Mesa rsta Z south Lake P 12 Tahoe / q A ` Valley ' ° Eldorado -• Ipi e` illage Double-Spring Kiva Beach 6243 Bijou Golfy .:- aeifie National Forest f >< ❑ utue League 6P Hope Valley Truckee O Marsh P 10 Fields a9 _ - Camp K`rkwood 0/ Topaz Lake e9 - Richardson eii°u Mark ev 'e c°n,munily �` Ro.i F.." j - Park LIST OF D RAW I N G S Spring Creek ven,"° p g lake Tahoe LOCATION MAP - Community a / College Heavenly P-7 P— Valley SHEET DRAWING DESCRIPTION t N.T.S. s „, h �P6 1 �� ryO 0\4a ; p^.ep, /,R`P /�a Ta,, c�aco \yi - '1 - 1 1 T-1 TITLE SHEET , ,v4Tn 2 T-2 TRAFFIC CONTROL PLAN e. Ia 69,—7 Va — o' r w BOARD OF DIRECTORS k , , NGardner ormal P 3 G-1 ABBREVIATIONS, LEGEND, & GENERAL NOTES 1 . ,I ?68 Jr — SOUTH TAHOE PUBLIC UTILITY DISTRICT I('/ Tatioe South Tahoe sa 4 G-2 STAGING AREA • Mountain High School te , 'y n •6373� , '.pn 5 G-3 DISTRIBUTION OF METER LOCATIONS DIRECTORS: id aea, 6 P-1 INSTALLATION PLAN �° en e+ 7 P-2 INSTALLATION PLAN NICK EXLINEAV Leaef -) �¢,0allen \\ ❑ 8 P-3 INSTALLATION PLAN NICK HAVEN JOEL HENDERSON �, 9 P-4 INSTALLATION PLAN c SHANE ROMSOS ,Ea ke Tahoe KELLY SHEEHAN Lana P ,,.,` 10 P-5 INSTALLATION PLAN o nke I w 2 GENERAL MANAGER: 11 P-6 INSTALLATION PLAN = ' �. ' • 12 P-7 INSTALLATION PLAN a PAUL HUGHES 'lr`ai41' rQ ' °�cs` 13 P-8 INSTALLATION PLAN E 0S Twi °`' '' °� 14 P-9 INSTALLATION PLAN Q AGENCY & UTILITY CONTACTS '°g °Creek "h. .; ►k r ~ t. Fallen Leaf 15 P-10 INSTALLATION PLAN C) . c� ,6SOUTH TAHOE PUBLIC UTILITY DISTRICT TAHOE REGIONAL PLANNING AGENCY ��,0\\ ., 16 P-11 INSTALLATION PLAN (530) 544-6474 (530)588-4547 y Washae 17 P-12 INSTALLATION PLAN CV Zum sl Meadows State CD Park CNi Lake Valley 18 P-13 INSTALLATION PLAN CALTRANS 24 HOUR EMERGENCY SOUTHWEST GAS (NATURAL GAS) Rec StatnArea (530) 426-7600 (800) 772-4555 w — 4 �a 55 19 P-14 INSTALLATION PLAN ,� a` (916) 859-7900 �° - 1 20 P-15 ROGER AVENUE OVERVIEW 3 ONyng CHARTER COMMUNICATIONS INC. (CABLE TV) - 0 _;" 4► f ' SOUTH LAKE TAHOE POLICE DEPARTMENT (775) 588-1077 C? •,,,,, 21 D-1 DETAILS 5 (530) 542-6100 22 D-2 DETAILS (._) POLICE DISPATCH LIBERTY ENERGY (ELECTRIC) Meyers ci (530) 542-6110 (530) 541-1628 p 7a[°ee PPa,ad"` t 23 D-3 DETAILS (775) 689-4100 COLLECTtisil C) EL DORADO COUNTY SHERIFF'S OFFICE NON EMERGENCY ATT/SBC (TELEPHONE) P,-2 P— 3 , i N (530) 573-3000 611 (PRESS "0" FOUR TIMES) F � ie Q , '� N 0 EL DORADO COUNTY DEPARTMENT OF TRANSPORTATION (800) 310-2355 OPTION #2 Y7Y6� • (530) 642-4909 LAKE VALLEY FIRE PROTECTION DISTRICT -''. e. '� a EL DORADO COUNTY ENVIRONMENTAL MANAGEMENT (530) 577-3737 • 1 573-3450 I, L (530> P- 1 ,p-Graph. o. Onologies,Inc.METI/NASA.USGS,Bureau�,,��EEand Ma'j Echo Lake - -• M m i , Q U 1 SHEET INDEX N.T.S. I Ln ��B�G9F A BY DATE REVISION APPROVED DATE SCALE DATE oQRp�ssipHq� As" �� NTS 03/05/2026 NENDR F SOUTH TAHOE PUBLIC UTILITY DISTRICT T-1 � 8// o �� /���yy �H Tom. 2026 WATER METER DESIGNED BY DRAWN BY 0 J No. C93725 ' Q �'�U +►� "�F 1275 MEADOW CREST DRIVE INSTALLATION PROJECT 1 OF 23 SHEETS `� LH TR/LH * 6�30 * " �'_ SOUTH LAKE TAHOE, CALIFORNIA 96150 tis PROJECT CODE 9'�� ' AS-BUILT DRAWN BY AS-BUILT DATE ,rqT CIV1LP AGa��er 1950_ vr�A`� PHONE (530) 544-6474 FAX (530) 541-4319 0 �GGIN6Qp FOFCA��Fo tuna-p o�s� WWW.STPUD.US TITLE SHEET AMIMTR l X NOTES: See Standard Plan T9 for tables. Use cone spacing X for taper segment, Y for tangent segment or Z for conflict situations, as appropriate, per Table 1, unless X, Y, or Z cone spacing is shown on this sheet. Provide at least one person to continuously maintain traffic control devices for lane closures. SEE NOTES SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 2 AND 8 W3-4 C9A(CA) W20-4 C45(CA) W20-1 BE ONE LAN ROAD PREPARED ROAD RUMBLE WORK SEE NOTE 3 TO AHEAD STRIPS AHEAD G20-2 STOP END PORTABLE STRIPNARRAYS ROAD WORK A A A A (SEE DETAIL) C29(CA) A C XXX FT 2EE AND04ES CONE SPACING i E 4 SEE TABLE 1 AND NOTE 1 tro,7 \I, N • • • • i • O • • • • i N 1-1 ADVANCE WARNING SIGN DISTANCE SEE TABLE 3 D GATE CONES / IV C1-4' B I B ►1"` B A -4A/2 SEE TABLE 2 (f) ® • NOTE 7 • • • • • • • • • • • • • • • • • • • A 2 • A B B B C �� OPTIONAL / WORK • / ►� SIGN ►� Z m �� ADVANCE WARNING SIGN DISTANCE SEE TABLE 3 0 GATE CONES \ / \ / • • • • ///// ® • 23 • v �I • • v • • . \ • 7 ' PORTABLE TRANSVERSE 0 ().1100 TO RUMBLE STRIP 150' Min, (SEE DETAIL) / I— I- (.A C9A(CA)A A W3-4 SEE NOTE 6 S � -12" TO 13" ROAD ONE LAN BE LANE' 6' TO 10' END Z WORK RUMBLE ROAD PREPAREb 100 TO CLOSED / ROAD WORK C AHEAD STRIPS AHEAD TO 150' G20-2 —I A A STOP B SEE NOTE 3 , C.0 W20-1 C45(CA) W20-4 C29(CA) SEE NOTE 2 C30(CA) J� SEE NOTES SEE NOTE 2 SEE NOTE 2 XXX FT SEE NOTE 5 �, I 2 AND 8 � E SEE NOTES 2 AND 4 �� .� NOTES: 1. Portable delineators placed at one—half the spacing indicated for traffic cones may be used instead of cones for daytime A LEGEND closures only. 5/8" TO 3/4" • TRAFFIC CONE 2. Sign must be equipped with at least two flags for daytime closures. PORTABLE TRANSVERSE I. TEMPORARY TRAFFIC CONTROL SIGN Flags must be orange in color and at least 16 inches by 16 inches in size. Place flashing beacons as shown for closures during hours of darkness. RUMBLE STRIP ARRAY DETAIL ,,, 'i PORTABLE FLASHING BEACON 3. A G20-2 "END ROAD WORK" sign, shall be placed at the end „it of the lane closure unless the end of work area is obvious SIGN PANEL SIZE (Min) or ends within the larger project's limits. FLAGGER A 4. An optional C29(CA) sign may be placed below the C9A(CA) sign. 48 x 48 I AUTOMATED FLAGGER ASSISTANCE 5. Place C30(CA) "LANE CLOSED" sign at 500' to 1000' intervals B 30" x 30" DEVICE (AFAD) throughout extended work area. They are optional if the work C 36" x 18" area is visible from the flogger station. D 36" x 42" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 6. Length may be reduced by the Engineer to address site conditions. E 20" x 7" TRAFFIC CONTROL SYSTEM 7. Either traffic cones or pbarricades shall be placed on the taper. WITH REVERSIBLE CONTROL ON Barricades shall be Type 1, ii, or iii. 8. If C45(CA) is not used, measure distance C from W20-4. TWO LANE CONVENTIONAL HIGHWAYS NO SCALE T13 6-24-22 ��g116EFpR� A BY DATE REVISION APPROVED DATE SCALE DATE QROF /� SOUTH TAHOE PUBLIC UTILITY DISTRICT T-2 811 p NTS 03/05/2026 2026 WATER METER C DESIGNED BY DRAWN BY4 0- rE.NDRi!ei, . C93725�Z 5 �" r'°" F INSTALLATION PROJECT o� 0 1275 MEADOW CREST DRIVE 2 OF 23 SHEETS LH TR/LH X • 6/30/26 * +�-a11;�' SOUTH LAKE TAHOE, CALIFORNIA 96150 `!'9 \� �� S, "-`e. PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE ����GINGQp AS-BUILT DRAWN BY AS-BUILT DATErF FIC � P �e�;rtm�mra WWW.STPUD.US I CONTROLAMIMTR TRAFFIC PLAN ABBREVIATIONS GENERAL NOTES BMP GENERAL NOTES WATER LINE GENERAL NOTES ABND ABANDONED OHU OVERHEAD UTILITY 1. THE FOLLOWING GENERAL NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THERE 1. ON-SITE WORK SHALL BE PERFORMED FROM 8 AM TO 6 PM, MONDAY THROUGH FRIDAY. 1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY AND STORM DRAIN CROSSINGS ALONG THE CENTERLINE (P) PROPOSED CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. WORK OUTSIDE THESE HOURS MUST BE APPROVED BY THE DISTRICT A MINIMUM OF PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE C&G CURB AND GUTTER It PROPERTY LINE 48-HOURS BEFORE THE ABNORMAL WORKING HOURS ARE SCHEDULED TO BEGIN. RESULTS OF THE POTHOLE IN WRITING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE 2. CONTRACTOR SHALL HAVE SIGNED PLANS, SPECIFICATION AND PERMITS IN THEIR POSSESSION WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE CPLG COUPLING PP POWER POLE PRIOR TO COMMENCEMENT OF WORK. 2. THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY (TRPA) CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT. THE CONTRACTOR SHALL NOTIFY CSLT CITY OF SOUTH LAKE TAHOE PRV PRESSURE RELEASE VALVE STANDARD CONDITIONS OF APPROVAL (ATTACHMENT Q). A PRE-GRADE INSPECTION SHALL BE THE ENGINEER SHOULD ANY CORRECTIVE WORK BE REQUIRED. THE DISTRICT ASSUMES NO DI DRAINAGE INLET PTW PIPE TRACER WIRE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, LOCAL COMPLETED PRIOR TO ANY SAWCUTTING OR EXCAVATION ACTIVITIES. LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. DIA DIAMETER PVC POLYVINYL CHLORIDE AGENCIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. DIP DUCTILE IRON PIPE R/W RIGHT-OF-WAY LOCATION AND DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE BASED ON 3. THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE 2. ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW DWY DRIVE WAY RCP REINFORCED CONCRETE PIPE AVAILABLE RECORDS OR ELECTRONIC FILES INFORMATION. NEITHER THE OWNER NOT THE DISCHARGE REQUIREMENTS FOR THIS PROJECT AND THE CITY OF SOUTH LAKE TAHOE'S OR WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL (E) EXISTING REQ'D REQUIRED ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE ELDORADO COUNTY'S ENCROACHMENT PERMIT. ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE ELEV ELEVATION RJ RESTRAINED JOINT THE LOCATION SHOWN. NO GUARANTEE IS MADE AS TO THE ACCURACY OF THIS INFORMATION SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL TEMPORARY (F) FUTURE RMVD REMOVED OR THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, 4. NOISE SHALL BE REDUCED BY MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION BLOW OFFS NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER MAINS ACCORDING FG FINISHED GRADE SCH SCHEDULE SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW VEHICLES AND EQUIPMENT. WHERE FEASIBLE, SOLENOID PAVEMENT BREAKERS WILL BE USED IN TO DETAIL WM12 ON SHEET D-4 AND AS REQUIRED BY THE CALIFORNIA STATE WATER FH FIRE HYDRANT SD STORM DRAIN CONSTRUCTION PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS SOLE LIEU OF AIR POWERED JACK HAMMERS. RESOURCES CONTROL BOARD AND PROJECT SPECIFICATIONS. Fl FLUSH INLET SDMH STORM DRAIN MANHOLE RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING UTILITIES. THE CONTRACTOR FL FLOW LINE SEZ STREAM ENVIRONMENT ZONE OR ANY SUBCONTRACTOR FOR THIS CONTRACTOR SHALL NOTIFY MEMBERS OF UNDERGROUND 5. NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:00 PM. 3. WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS, THE MAXIMUM WIDTH FLG FLANGE SPEC SPECIFICATIONS SERVICE ALERT 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING FOR ASPHALT REPLACEMENT THAT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE FM FORCE MAIN SS SANITARY SEWER, STAINLESS STEEL UNDERGROUND SERVICE ALERT 811. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES 6. THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS TWENTY FOUR FS FINISHED SURFACE SSMH SANITARY SEWER MANHOLE OF DEPTH BELOW THE EXISTING SURFACE. AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR INCHES (24"), AS PROVIDED IN THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL GV GATE VALVE STA STATION PREVENTION OF DUST NUISANCE. REPLACE ALL TRAFFIC STRIPING THAT IS DISTURBED DURING CONSTRUCTION. ID INSIDE DIAMETER STD STANDARD 4. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND INV INVERT STL STEEL ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS 7. CONTRACTOR SHALL PROVIDE A VACUUM SWEEPER TRUCK FOR CLEANING OF THE SITE DURING 4. ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S JT JOINT STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A CALIFORNIA AND AFTER CONSTRUCTION EACH DAY AS REQUIRED TO PREVENT SEDIMENT RUN OFF AND TO WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE HOT L LENGTH TEMP TEMPORARY LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. AID IN DUST CONTROL. PATCHED AS REQUIRED PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END LF LINEAR FEET TG TOP OF GRATE OF EACH DAY'S WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD LOC LOCATION TRPA TAHOE REGIONAL PLANNING AGENCY 5. PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT FOR 8. CONTRACTOR SHALL PROVIDE CRUSHED ROCK IN AREAS OF TEMPORARY CONSTRUCTION PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. MAX MAXIMUM TYP TYPICAL ACCEPTANCE A PROJECT SPECIFIC TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH ACCESS TO MINIMIZE MIGRATION OF SEDIMENT. MH MANHOLE UG UNDERGROUND THE PROJECT SITE. ALL TRAFIC CONTROL MEASURES SHALL MEET OR EXCEED THE 5. THE CONTRACTOR SHALL PROVIDE, ON ALL NON-CONDUCTIVE PIPING, CONTINUOUS INSULATED MIN MINIMUM UNK UNKNOWN REQUIREMENTS OUTLINED IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC 9. ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH PRE-EXISTING CONDITIONS. TRACER WIRE RATED FOR DIRECT BURY (#10 SOLID COPPER OR #12 COPPER CLAD STEEL) MJ MECHANICAL JOINT USFS UNITED STATES FOREST SERVICE CONTROL DEVICES (2014), ALL ADVANCE WARNING SIGNS SHALL BE A 48" BY 48" MINIMUM. A UNIMPROVED AREAS AND AREAS NOT LANDSCAPED SHALL BE REVEGETATED WITH NATIVE WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX MON MONUMENT VAR VARIES FLAGGER SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK AREA AS TO SLOW OR SPECIES PER TRPA BEST MANAGEMENT PRACTICES (BMP). EXISTING VEGETATION REMOVED INSTALLATIONS WITH A MINIMUM OF 1 FT EXCESS TRACER WIRE FOR FUTURE SERVICE NC NORMALLY CLOSED WM WATER METER STOP TRAFFIC THROUGH THE WORK AREA. ALL PORTABLE DELINEATORS SHALL BE PLACED A DURING CONSTRUCTION SHALL BE CHIPPED AND MULCHED ON SITE AND STORED FOR USE CONNECTIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY OC ON CENTER WV WATER VALVE MAXIMUM OF 20 FEET APART. DURING REVEGETATION. BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING 3M DBR-6 OD OUTSIDE DIAMETER SPLICE KIT OR APPROVED EQUAL. 6. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION 10. ALL TREES IN JEOPARDY OF DAMAGE BY CONSTRUCTION ACTIVITIES AS DETERMINED BY THE SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DISTRICT SHALL BE PROTECTED PER DETAIL 5 ON PAGE D4. 6. WHEN HOT TAPPING A WATER MAIN: CONTRACTOR SHALL EXCAVATE, SHORE AND SHIELD LEGEND EXISTING PROPOSED DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON THE EXISTING WATER MAIN. CONTRACTOR SHALL PRESSURE TEST SADDLE AND GATE VALVE PRIOR DRAWINGS. 11. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. TO HOT TAP. CONTRACTOR SHALL PROVIDE ACCESS AND TRAFFIC CONTROL FOR DISTRICT ANTENNA + GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT DANGER OF VIOLATING THIS CONDITION CREWS TO HOT TAP WATER MAIN. ALL HOT TAPS SHALL BE DONE TUESDAYS THRU 7. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS EXISTS. THURSDAYS. CONTRACTOR SHALL REQUEST IN WRITING FORTY EIGHT (48) HOURS IN ADVANCED COUPLING 11- 1--r SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. FOR DISTRICT CREWS TO PERFORM HOT TAP. FIRE HYDRANT -0- f 12. DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES, SUCH AS EROSION CONTROL, 8. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DUST CONTROL AND VEGETATION PROTECTION DEVICES SHALL BE MAINTAINED AT ALL TIMES. 7. AFTER THE NEW WATER MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE GAS SIGN DAMAGING EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A GAS VALVE 0 PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY 13. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE TO BE ABANDONED. A REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S BEING APPROPRIATELY COVERED AT THE END OF EACH WORK DAY OR WHEN REQUIRED BY MECHANICAL JOINT CAP OR OTHER METHOD OF CAPPING APPROVED BY THE DISTRICT GUY WIRE EXPENSE WITHOUT ADDITIONAL COMPENSATION. TRPA. ENGINEER MAY BE USED IN LIEU OF WELDED CAP. AFTER THE PIPE TO BE ABANDONED HAS o GUARD POST • • BEEN FILLED WITH SLURRY BACKFILL, AS DESCRIBED IN THE SPECIFICATIONS, BLIND-FLANGE LIGHT POLE 9. UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL 14. ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE 0 ABIDE BY THE FOLLOWING TRAFFIC CONDITIONS. CONTRACTOR SHALL MAINTAIN THE CONTINUOUS OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY. NO EXCESS MATERIAL EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR -o MANHOLE ss ss FLOW OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL SHALL BE STORED ON SITE AFTER HOURS. CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE _ MAILBOX El 15. BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL. SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. EXISTING 0 15. EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER FIRE HYDRANTS ARE TO BE ABANDONED AT THE ISOLATION VALVE AND REMOVED FROM THE o POWER POLE 10. CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAW CUTTING POSSIBLE. NO MATERIAL SHALL BE STORED IN ANY STREAM ENVIRONMENT ZONE (SEZ) OR WET PROJECT AREA AND RETURNED TO THE DISTRICT BY THE CONTRACTOR. THE ISOLATION VALVE J OPERATION DURING OR IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED AREA. IS TO BE BLIND FLANGED OR CAPPED BY OTHER APPROVED METHOD. Q PULL BOX OD VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. PRESSURE RELEASE VALVE D44 OG 16. ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER 8. ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER STPUD o 11. CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL PARK ON EXISTING PAVED PREVAILING SITE CONDITIONS AND CONSIDERING THE NATURE OF THE WORK TO BE STANDARD DETAIL WS06, ON SHEET D-4. ONLY NEW WATER SERVICE CONNECTIONS WHERE O' REDUCER D ► SURFACES OR EXISTING COMPACTED ROAD SHOULDERS. NO PARKING OFF PAVED SURFACES PERFORMED, WILL BE USED. SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS CO CV SEWER CLEAN OUT 0 0 WHEN COVERED WITH SNOW OR MUDDY CONDITIONS EXIST. NO EQUIPMENT OR VEHICLES SHALL AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE N BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF 17. NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE VERIFIED AND MARKED IN THE FIELD. SIGN PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. PERMITTED ANYWHERE ON THE SUBJECT PROPERTY UNLESS AUTHORIZED BY TRPA IN WRITING. Lo N) STORM DRAIN INLET ® 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HANDLING AND PROPER DISPOSAL OF 12. ALL SEWER PIPES DAMAGED DURING THE EXECUTION OF THE PROJECT SHALL BE REPAIRED 18. NO VEHICLE OR HEAVY EQUIPMENT SHALL BE ALLOWED IN A STREAM ENVIRONMENT ZONE DISTRIBUTION SYSTEM WATER ENCOUNTERED DURING SYSTEM TIE-INS IN ACCORDANCE WITH SURVEY MONUMENT M0N• PER DETAILS. (SEZ) OR WET AREA EXCEPT AS AUTHORIZED BY TRPA. THE SPECIFICATIONS FOR THIS PROJECT. J TRAFFIC LIGHT 3 o 13. CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER TO BE ENCOUNTERED WITHIN 5 FEET 19. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DISTURBANCE OR TREE BELOW GROUND SURFACE IN SEZ AREAS, AS DEPICTED ON SHEET INDEX MAP (SHT G1). CONTAMINATION TO ANY DRY WELLS, STORM WATER COLLECTION OR RETAINAGE SYSTEMS SEWER LINE GENERAL NOTES Q DEWATERING PER SPECIFICATIONS REQUIRED. INCLUDING STORM DRAIN PIPE, CURB & GUTTER, VALLEY GUTTERS AND HORIZONTAL DRAINS o WATER MAIN VALVE 0 • THROUGH OUT THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST 1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY AND STORM DRAIN CROSSINGS ALONG THE o 14. WORK SHALL BE IN CONFORMANCE WITH THE ENCROACHMENT PERMIT ISSUED BY THE CITY OF TO DISTRICT. THE CONTRACTOR SHALL NOT STOCK PILE ANY MATERIAL UPON ANY DRAINAGE PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE N WATER METER CM ® SOUTH LAKE TAHOE. NO WORK SHALL OCCUR ON SATURDAYS OR SUNDAYS OR HOLIDAYS FACILITIES. RESULTS OF THE POTHOLE IN WRITING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE WITHOUT WRITTEN PERMISSION FROM THE DISTRICT AND THE CITY OF SOUTH LAKE TAHOE. In LINE (MAJOR) 6400 WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE N 20. ALL CONSTRUCTION SHALL BE WINTERIZED BY OCTOBER 15 TO REDUCE THE WATER QUALITY CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT. THE CONTRACTOR SHALL NOTIFY o CONTOUR LINE (MINOR) 15. ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S IMPACTS ASSOCIATED WITH WINTER WEATHER AS FOLLOWS: THE ENGINEER SHOULD ANY CORRECTIVE WORK BE REQUIRED. THE DISTRICT ASSUMES NO CURB WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE HOT LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. a PATCHED AS REQUIRED PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END A. FOR THE SITES THAT WILL BE INACTIVE BETWEEN OCTOBER 15 AND MAY 1: N EASEMENT - - - - OF EACH DAY'S WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD 2. WHERE NEW SEWER MAINS ARE BEING INSTALLED IN PAVED SECTIONS, THE MAXIMUM WIDTH C EDGE OF PAVEMENT/ROAD PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. 1.1 TEMPORARY EROSION CONTROLS SHALL BE INSTALLED FOR ASPHALT REPLACEMENT THAT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE 0 1.2 TEMPORARY VEGETATION PROTECTION FENCING SHALL BE INSTALLED MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS FORTY EIGHT I ELECTRIC E 16. ALL SIGNAGE REMOVED OR DAMAGED SHALL BE REPLACED TO CURRENT STANDARDS. 1.3 DISTURBED AREAS SHALL BE STABILIZED INCHES (48"), AS PROVIDED IN THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL FIBER OPTIC FO 1.4 ONSITE CONSTRUCTION SLASH AND DEBRIS SHALL BE CLEANED UP AND REPLACE ALL TRAFFIC STRIPING THAT IS DISTURBED DURING CONSTRUCTION. ro. GAS G 17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD REMOVED cd ELECTRICAL LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY 1.5 WHERE FEASIBLE, MECHANICAL STABILIZATION AND DRAINAGE IMPROVEMENTS 3. THE CONTRACTOR SHALL PROVIDE, ON ALL NON-CONDUCTIVE PIPING, CONTINUOUS INSULATED o OVERHEAD UTILITY OHU REQUIREMENT BY THE OWNER OF THE ELECTRIC LINES. SHALL BE INSTALLED TRACER WIRE RATED FOR DIRECT BURY (#10 SOLID COPPER OR #12 COPPER CLAD STEEL) a OIL OIL 1.6 SPOIL PILES SHALL BE REMOVED FROM THE SITE WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL MANHOLE 18. THE CONTRACTOR SHALL PROVIDE ALL SHEETING AND SHORING REQUIRED TO PROTECT INSTALLATIONS WITH A MINIMUM OF 1 FT EXCESS TRACER WIRE FOR FUTURE SERVICE RECLAIMED WATER RCW EXISTING STRUCTURES, PIPES, AND FACILITIES. B. FOR THE SITES THAT WILL BE ACTIVE BETWEEN OCTOBER 15 AND MAY 1, IN ADDITION TO THE CONNECTIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY (xi- RETAINING WALL ABOVE REQUIREMENTS: BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING 3M DBR-6 19. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER SPLICE KIT OR APPROVED EQUAL. RIGHT-OF-WAY - - - - MAINS AND SANITARY SEWER. WHERE WATER MAINS MUST CROSS SANITARY SEWER, NO PIPE 1.1 PERMANENT MECHANICAL EROSION CONTROL DEVICES SHALL BE INSTALLED, .a) JOINTS SHALL BE PLACED WITHIN 10 FEET OF THAT CROSSING.WHERE IT IS IMPRACTICAL TO INCLUDING PAVING OF THE DRIVEWAYS AND PARKING AREAS. 4. ANY EXISTING AC PIPE SEGMENTS OR FITTINGS REMOVED TO ALLOW FOR INSTALLATION OF C SEWER MAIN S MAINTAIN THE MINIMUM CLEARANCE, WRITTEN DIRECTION WILL BE PROVIDED BY THE DISTRICT 1.2 PARKING OF VEHICLES AND STORAGE OF BUILDING MATERIALS SHALL BE C' ENGINEER. RESTRICTED TO PAVED AREAS. NEW FACILITIES SHALL BE SAFELY SEVERED, REMOVED, PROPERLY HANDLED, STORED, AND w STORM DRAIN SD 1.3 ALL WORK PERFORMED DURING THIS PERIOD MUST BE PERFORMED SO THAT TRANSPORTED OFF SITE. UNDER NO CIRCUMSTANCES SHALL AC PIPE BE BROKEN UP AND TELEPHONE TEL 20. MAINTAIN 1' VERTICAL CLEARANCE FROM ALL GAS MAINS. THE PROJECT CAN BE WINTERIZED WITHIN 12 HOURS OF DIRECTION TO DO SO. BURIED. m TELEVISION/CABLE TV 5. EXISTING SEWER PIPING IS EXPECTED TO BE PREDOMINATELY AC PIPE, HOWEVER OTHER WATER MAIN EXISTING PIPE MATERIALS MAY CONSIST OF PVC OR VITRIFIED CLAY. o N WATER SERVICE LINE - - Co ZONE LIMITS - • - • - • - - 0 0 „sAiBEFGRF A BY DATE REVISION APPROVED DATE SCALE DATE QROFESS/oyq� SOUTH TAHOE PUBLIC UTILITY DISTRICT G-1 �� `Q NTS 03/05/2026 � �i UrH TaH 3 OF 23 SHEETS °' �Q, �G NENDR/c tc, 2026 WATER METER o - DESIGNED BY DRAWN BY " No. C93725 S' so of 1275 MEADOW CREST DRIVE 0 LH TR/LH *IV1\_ � Exp. 6/30/26 Z * *��" , SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT 9 k.� SQ~ te`c'� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE '�F S4 AS-BUILT DRAWN BY AS-BUILT DATE QAG ker . i950 YJa oWGGINGO" cp,..V A�ICUTILITY01 P WWW.STPUD.US ABBREVIATIONS, LEGEND AND GENERAL NOTES AMIMTR 0_ \\ 60 /g tiN�E �� CITY OF SOUTH LAKE �o� TAHOE PLAY FIELDS SIGN d) d ��ss �v c (.o .0"\ DISTRICT'S NORTH GATE LOCKED VERTICAL LIFT GATE MAXIMUM HEIGHT 14 FEET CONTRACTOR STAGING AREA KEEP GATE TO CELL • , TOWER CLEAR o MAINTAIN FULL WIDTH OF ACCESS LOOP FOR v \P"."114) DISTRICT 24 HOUR OPERATION v z J O ND O O BONE YARD STAGING AREA N N.T.S. ND 0 0 0 BONE YARD STAGING AREA NOTES I- 1. BONE YARD STAGING AREA MAY BE USED FOR STAGING MATERIALS AND EQUIPMENT PRIOR TO MOBILIZATION TO THE PROJECT SITE. STAGING MAY BEGIN ONCE SNOW HAS MELTED FROM THE STAGING AREA AND SATURATED CONDITIONS NO LONGER EXIST. L.0 O N 2. ONCE CONTRACTOR HAS MOBILIZED TO THE PROJECT AREA, BONE YARD STAGING AREA TO ONLY BE USED FOR STAGING METER EQUIPMENT, NEW AGGREGATE, AND SOIL MATERIALS. PROJECT EXCAVATED SOIL MATERIAL MAY BE STAGED IN THIS AREA IF IT IS BEING SCREENED TO BE REINSTALLED ON THE PROJECT. - C 3. ALL EXCESS SPOILS ARE TO BE DISPOSED OF AT A TRPA APPROVED LOCATION, NO STORAGE OR SPILS WHICH ARE NOT SCHEDULED TO BE REINSTALLED. 4. NO DEBRIS, ASPHALT, ROOTS, TRASH, ETC WILL BE ALLOWED IN STAGING AREA. f? 5. NO VEHICLE OR EQUIPMENT MAINTENANCE ALLOWED IN STAGING AREA. NO STORAGE OF FUEL, OIL, DEF, OR OTHER FLUIDS o ALLOWED. 6. USE OF BONE YARD STAGING ARE LIMITED TO BETWEEN MAY 1 AND OCTOBER 15. THIS STAGING AREA MUST BE COMPLETELY DEMOBILIZED AND CLEANED UP PRIOR TO OCTOBER 15. m 7. CONTRACTOR TO INSTALL BMPS CONSISTING OF FILTER FABRIC FENCE PER DETAIL 1 ON SHEET D3, ON THE DOWN SLOPE SIDE c' OF STAGING AREA PRIOR TO STAGING OF ANY SOIL MATERIAL. BMPS ARE TO BE MAINTAINED THROUGHOUT THE USE OF THIS PROJECT. 8. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY CONVENIENCES AT ALL STAGING AREAS PER STPUD SPECS. LiiC m N O N O a) a 0_ A BY DATE REVISION APPROVED DATE SCALE DATE �4 %BEFoft4 oQR pA9N4 SOUTH TAHOE PUBLIC UTILITY DISTRICT G-2 NTS 03 05 2026 N R �`' 2026 WATER METER 4 OF 23 SHEETS c? 811 DESIGNED BY DRAWN BY 4NO. C93725 Z s F INSTALLATION PROJECT s T H Tq EX s 30 2s �U,...��.,�0 1275 MEADOW CREST DRIVE LH TR/LH P' * SOUTH LAKE TAHOE, CALIFORNIA 96150 N'�.c► / sQ te. PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE F�4G6INGQP�O AS-BUILT DRAWN BY AS-BUILT DATE JIgTF FI A� \�' AGe41C(NILITYQ�P`� WWW.STPUD.US AMIMTR STAGING AREA X Page Number Address Description Page Number Address Description TOTALS P-1 3021 REINDEER WAY Unknown Service Location _ P-14 1019 ECHO RD Typical Multi Family Description Count Assumed Meter Size Bid Items* I P-2 2209 CHIAPA DR Unknown Service Location P-14 1022 ECHO RD Typical Single Family Typical Single Family 27 3/4" 7 P-3 1337 OTTAWA CT Backyard Service P-14 1027 ECHO RD Typical Multi Family Typical Multi Family 30 1" 8 P-3 1339 OTTAWA CT Backyard Service P-14 1028 ECHO RD Typical Multi Family Unknown Service Location** 4 3/4" 7, 9, 10 P-4 1685 CHOCTAW ST Unknown Service Location P-14 1031 ECHO RD Typical Multi Family Backyard Service** 10 3/4" 7, 9, 10, 11 P-14 1038 ECHO RD Typical Single Family *Other bid items apply as required. Ex: paving, traffic-rated install, additional P-5 2215 COLUMBINE TR Unknown Service Location P-14 1050 ECHO RD Typical Single Family g depth, etc. P-6 1589 BLACK BART AVE Typical Single Family P-14 1056 ECHO RD Typical Single Family P-7 910 ROGER AVE Backyard Service � _ **See Specifications Appendix D for more information P-14 1057 ECHO RD Typical Multi Family P-8 668 ROGER AVE Backyard Service P-14 1060 ECHO RD Typical Multi Family P-8 674 ROGER AVE Backyard Service P-14 1061 ECHO RD Typical Single Family P-8 750 ROGER AVE Backyard Service P-14 1065 ECHO RD Typical Single Family P-9 560 ROGER AVE Backyard Service P-14 1066 ECHO RD Typical Single Family P-9 596 ROGER AVE Backyard Service P-14 1070 ECHO RD Typical Multi Family P-9 604 ROGER AVE Backyard Service P-14 1073 ECHO RD Typical Multi Family P-9 610 ROGER AVE Backyard Service P-14 1014 FERN RD Typical Single Family P-10 3012 FRESNO AVE Typical Single Family P-14 1027 FERN RD Typical Multi Family P-11 759/761 LAKEVIEW AVE Typical Multi Family P-14 1036 FERN RD Typical Multi Family P-11 763/765 LAKEVIEW AVE Typical Multi Family P-14 1037 FERN RD Typical Multi Family P-12 1411 DUNE WAY Typical Single Family P-14 1038 FERN RD Typical Multi Family P-14 1038 FERN RD Typical Multi Family P-13 3700 FOREST AVE Typical Single Family P-14 1038 FERN RD Typical Single Family P-14 1040 FERN RD Typical Multi Family P-14 1054 FERN RD Typical Multi Family P-14 1062 FERN RD Typical Multi Family P-14 1072 FERN RD Typical Multi Family P-14 1079 FERN RD Typical Single Family 0 2 P-14 3705 MONTREAL RD Typical Single Family P-14 3711 MONTREAL RD Typical Single Family P-14 3719 MONTREAL RD Typical Multi Family C 0 P-14 1018 MOSS RD Typical Multi Family P-14 1022 MOSS RD Typical Multi Family o P-14 1026 MOSS RD Typical Single Familyco N P-14 1035 MOSS RD Typical Multi Family P-14 1038 MOSS RD Typical Multi Family Ln P-14 1040 MOSS RD Typical Multi Family J P-14 1041 MOSS RD Typical Single Family 0 P-14 1048 MOSS RD Typical Single Family 0 P-14 1052 MOSS RD Typical Single Family P-14 1057 MOSS RD Typical Single Family 1- Ln P-14 1064 MOSS RD Typical Single Family o N P-14 1065 MOSS RD Typical Single Family 0 0 P-14 1066 MOSS RD Typical Single Family C P-14 1069 MOSS RD Typical Multi Family EL a P-14 1072 MOSS RD Typical Single Family N P-14 3734 PRIMROSE RD Typical Multi Family ca P-14 3741 PRIMROSE RD Typical Multi Family D P-14 3748 PRIMROSE RD Typical Single Family P-14 3749 PRIMROSE RD Typical Multi Family ca P-14 3756 PRIMROSE RD Typical Single Family 0 P-14 3757 PRIMROSE RD #A, B, C Typical Multi Family C w 1 m N O N cD N ai 2 0_ A BY DATE REVISION APPROVED DATE SCALE DATE ��116EFp9F oQRpFESS/pNq� SOUTH TAHOE PUBLIC UTILITY DISTRICT G-3 NTS 03 05 2026 NEND4, F > �Q� `tea / / ��,���� V (H rA H 2O26 WATER METER 5 OF 23 SHEETS C811 CI DESIGNED BY DRAWN BY .75; Eo. C93725 Z CIA 5o tiA.414),_;0. �F 1275 MEADOW CREST DRIVE INSTALLATION PROJECT LH TR LH QD * P * SOUTH LAKE TAHOE, CALIFORNIA 96150/ 4 a..; PROJECT CODEst ,� PHONE (530) 544-6474 FAX (530) 541-4319 o N9'cF ���Q AS-BUILT DRAWN BY AS-BUILT DATE r\CIVIL P 444 Qwer . 1s50 • t1a‘e,\G O Q► . FDFCAI�F° e�'�uri�irvo�s�a WWW.STPUD.US DISTRIBUTION OF METER LOCATIONS AMIMTR at �CGING QP Meter Install Type Typical Single Family Typical Multi Family Unknown Service Line Location 4)<<\ Backyard Service 4,// 3001 Parcel Outline ' 750 2756 2769 3008 3021 2779 2780 U Q (1) 2787 2790 O N CD 3020 -o J_ 0 0 0 0 2795 2800 N O N N N C 0 0 N CO 2803 0 Q 2804 02 C C w N O N CO N 0 0 a_ A BY DATE REVISION APPROVED DATE SCALE DATE 01BEFpRF` OQROFESS/pHgl SOUTH TAHOE PUBLIC UTILITY DISTRICT P -1 NTS 03 05 2026 Q� NEND F �Q � / / �� P Ric �� 2026 WATER METER DESIGNED BY DRAWN BY �'S. No. C93725`� g� ?H TAHOF 1275 MEADOW CREST DRIVE 6 OF 23 SHEETS LH TR/LH * � Exp. 6/30/26 Z * *__� ' SOUTH LAKE TAHOE, CALIFORNIA 96150• INSTALLATION PROJECT �9� 8 cc� • - -- SP - a`e�� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE a) eh��GINGQP��� AS-BUILT DRAWN BY AS-BUILT DATE JgTF F�A��Q AG�c/cunuTvos1A WWW.STPUD.US AMIMTR INSTALLATION PLAN • Meter Install Type Typical Single Family Typical Multi Family Unknown Service Line Location Backyard Service Parcel Outline 2212 2209 2289 QP O C 0 C 0 J O 0) co N O 2271 N -o J_ U 0 U 0 2255 H- 2231 N O N N C 0 0 N m 0 Q U CO-1\?1\ C C w CO N O N CO N 0 0 0_ Cn A BY DATE REVISION APPROVED DATE SCALE DATE BEFpRF QROFESS/IH SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 2 NTS 03 05 2026 Q� NEND F / / �� P Ric �� 2026 WATER METER 80 DESIGNED BY DRAWN BY �' Q No. C93725` go ?H TAHOF 1275 MEADOW CREST DRIVE 7 OF 23 SHEETS • LH TR/LH * .. Exp. 6/30/26 Z * *__� '' SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT e • ?Ack PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE 9F�� \ P�1�� AS-BUILT DRAWN BY AS-BUILT DATE JT CIV1Lp AG�c�c • 1950_ 9� ` WWW.STPUD.US 0 �G/NGQ FOFCM-.\ UTILITYD� INSTALLATION PLAN AMIMTR Meter Install Type Typical Single Family W Typical Multi Family 1337 Unknown Service Line Location 1301 Backyard Service Parcel Outline 1339 1343 1355 C 0 0) C 1361 0- O O N O N Ln -o J_ 0 0 Q U 0 1154 v) Ol> CD N O CN ... . 1360 '9 1406 '9 4 ti 1414 cd 0 V Q cd 1 C •C P .0 Q 1204 1221 1422 P LI 1155 ao N O N CO N O 0_ A BY DATE REVISION APPROVED DATE SCALE DATE � 01BEFORE, f,-4NDR, , 0FESS//Hql SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 3NTS 03 05 2026 F4r vj-�� / / Pc �� 2026WATERMETER c 80 DESIGNED BY DRAWN BY � No. C93725`� g� ?H TAHOF 1275 MEADOW CREST DRIVE 8 OF 23 SHEETS LH TR/LH Exp. 6/30/26 Z * *__-�'' SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT ti)9'c�` \ 1��� AS-BUILT DRAWN BY AS-BUILT DATE ,� C�V�L �P .‹.._. 9 5 , �a,°`�( PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE o RAGGING QP 9TFDFCAU�� 64�C UTILITY D,STA WWW.STPUD.US INSTALLATION PLAN AM I MTR 1671 1670 Meter Install Type Typical Single Family W Typical Multi Family Unknown Service Line Location Backyard Service Parcel Outline 1675 1676 1674 1681 1680 1680 W Q 1- 0 _ U 1 Q' Ii • = g 2 0 O U Q 0 1686 1684 16 : 5 CO 1685 N 0 N Ln J_ 0 0 Q 0 0 0_ I- 1694 `)Ln N 1688 N / a) a) C 0 EL 1 N m 0 Q 0 1 m C a) a) C C W m N r---Vri O N co a) 0 0 a_ A BY DATE REVISION APPROVED DATE SCALE DATEa) � a11BEFpRF` SOUTH TAHOE PUBLIC UTILITY DISTRICT P -4NTS 03 05 2026 Qs NEND OG / / 77,i0ESSi" \ �� P Ric � 2026WATERMETER c DESIGNED BY DRAWN BY ' Q No. C93725`� g� ?H TAHOF 1275 MEADOW CREST DRIVE 9 OF 23 SHEETS LH TR/LH * � Exp. 6/30/26 Z * *__-�'N. SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT �9 cc� --- SP - ,e�� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE 0 'ce` 1� AS-BUILT DRAWN BY AS-BUILT DATE s�.\IV1L Q 'O� wee ' 1950 • �a o 'IGGING"" 97F OF CAUL UTILITY D�S�A www.sTPU D.u s INSTALLATION PLAN AM I M TR 2231 2226 Meter Install Type Typical Single Family Typical Multi Family Unknown Service Line Location Backyard Service Parcel Outline 2225 2220 o c -� 2221 CO H z rn C 0 C 0 J O 0) CO O N -o 2215 0 2215 0 0 0_ H- O N N N C 0 0 N m 2209 U C C w m N O N CO N 0 0 0_ A BY DATE REVISION APPROVED DATE SCALE DATE BE FOR, QROFESS/0-.4 SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 5 NTS 03 05 2026 Q� NEND F �Q � / / �� P Ric �� 2026 WATER METER DESIGNED BY DRAWN BY �'S. No. C93725`� g� ?H TAHOF 1275 MEADOW CREST DRIVE 10 OF 23 SHEETS ® • LH TR/LH * Exp. 6/30/26 Z * z_ --� INSTALLATION PROJECT SOUTH LAKE TAHOE, CALIFORNIA 96150 �9� 8 �@ `---- sP a�e � PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE eh QP�1� • AS-BUILT DRAWN BY AS-BUILT DATE �TFo�V����' AGa��cuT'ILITYDs�A� WWW.STPUD.US AMIMTR ►Ns FCA� INSTALLATION PLAN Meter Install Type Typical Single Family Typical Multi Family Unknown Service Line Location Backyard Service 1573 Parcel Outline 0 2827 C 0 0) 1589 °'C 0 C 0 J O 0) O N O N SZiJ U 46° 1 0 o 0 H- N O N N N C 0 p,%5 0 Q U V sco a) C 1580 C w m O N O N CO 0N 0 0_ A BY DATE REVISION APPROVED DATE SCALE DATE � a�1BEFORE, , OFESS/OHgI SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 6 NTS 03 05 2026 Qs NEND F � / / � Ric �� 2026 WATER METER 80DESIGNED BY DRAWN BY �' Q No. C93725 � g� ?H TAHOF 1275 MEADOW CREST DRIVE 11 OF 23 SHEETS LH TR/LH * � Exp. 6/30/26 Z * *__� '' SOUTH LAKE TAHOE, CALIFORNIA 96150• INSTALLATION PROJECT c1/41� AS-BUILT DRAWN BY AS-BUILT DATE �Jj IV1L �P A 0.ver .• via`e`� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE o RAGGING QP 9T �FCAU�� 6�iC UTILITY D,STA WWW.STPUD.US INSTALLATION PLAN AM I MTR 888 Meter Install Type Typical Single Family Typical Multi Family Unknown Service Line Location 882 900 Backyard Service Parcel Outline 2007 "Pr, 890 910 B 0 0) C 0 AJ O 0) N O N 912 J_ U U 905 el/k, O CN N N C 0 0 N 915 U 919 w m O N CO N 0 0 a_ A 0 a�1BEFOok, BY DATE REVISION APPROVED DATE SCALE DATE 9i-c6IOR/0QR�� �oHgl SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 7 pG NTS 03/05/2026 Fy 2026 WATER METER 8T " H 12 OF 23 SHEETS c DESIGNED BY DRAWN BYQ No. C93725 sod - o\ 1275 MEADOW CREST DRIVE �' Exp. 6/30/26 ""�:� ; ,'\ SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT • LH TR/LH * * PROJECT CODE 0 q�, A PHONE (530) 544-6474 FAX (530) 541-4319 eon �1� AS-BUILT DRAWN BY AS-BUILT DATE IV1Lp _ �;�c�/ �GINGQ OFCA��� �unuTv o� WWW.STPUD.US INSTALLATION PLAN AMIMTR x 624 \///7 2028 644 717 Meter Install Type 660 • 759 Typical Single Family 1995 674 Typical Multi Family Unknown Service Line Location 702 F Backyard Service CCCO3691 703 6 Parcel Outline 648 e 636 656 '9y 668 674 Z 681 685 ''•./ , 751 695 F 705 750 et 0 g 680 a 704 .` 692 700 708 0 C 728 73001 702 `° N O 706 738 �' 714 -' 1968 705 766 709 748 U 0 0 719 740 750 H- N O N 746 763 739 °' Q) 743 745 767 0 Ei_ I 756 780 749 Q 706 cd 762 0 710 714 718 759 .E w 704 726 763 730 734 772 N 7'1R 767 co at A BY DATE REVISION APPROVED DATE SCALE DATEa) iv 01B O, OFESS//Hql SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 8NTS 03 05 2026 Q� y,END F�� / / SAP Ric �� 2026 WATER METER DESIGNED BY DRAWN BY 0' .No. C93725`� g� ?H TAHOF 1275 MEADOW CREST DRIVE 13 OF 23 SHEETS LH TR/LH * � Exp. 6/30/26 Z * *__-�'�. SOUTH LAKE TAHOE, CALIFORNIA 96150INSTALLATION PROJECT �9'c�` c1/41��� • AS-BUILT DRAWN BY AS-BUILT DATE ,� ���� �P gG�Pwe�� : vrate`� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE o ��GGING le" 9TFDFCAU�� ckC unLITY Os WWW.STPUD.US INSTALLATION PLAN AM I MTR X 560 EMERALD 568 qy Meter Install Type 572 Yp 576 578 Typical Single Family Typical Multi Family 1980 Unknown Service Line Location 1 Backyard Service 581 580 Parcel Outline 585 589 608 560 568 589 605 596 580 595 617 604 601 610 0 620 625 N O N 635 NE 641 657 U 600 654 592 N O CN N N 596 606 0 610 614 618 0 U 628 C C w 609 646 660 613 N 656CN cn CO A BY DATE REVISION APPROVED DATE SCALE DATE � a\ABEFOR, O, 0FESS//Hq SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 9 NTS 03 05 2026 4.s NEND F r vi'OG / / p R/0 t) H 2O26 WATER METER 14 OF 23 SHEETS 80 DESIGNED BY DRAWN BY �' Q No. C93725 � oyTH rq =q\, 1275 MEADOW CREST DRIVE 6/30/26 Z / ""�:� ; , \ SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT • LH TR/LH * * f.P �� `` PROJECT CODE 1� AS-BUILT DRAWN BY AS-BUILT DATE IV ,o 'S PHONE (530) 544-6474 FAX (530) 541-4319 `1GGINGQP� TFOFCA��F°`�`�P �e�UTILITv ors WWW.STPUD.US INSTALLATION PLAN AMIMTR 799 803 Meter Install Type Typical Single Family 3021 Typical Multi Family 777 3020 Unknown Service Line Location Backyard Service Parcel Outline ST 814 810 806 802 70 798 m 7 0) (o 94 3012 O C 3011 776 O CO N O CN -o J_ 0 0 0 0 0 815 811 `f) N O CN 807 N 801 799 795 3000 3001 m 777 773 C sooMw O N O N CO N Cn 0_ Cn A BY DATE REVISION APPROVED DATE SCALE DATE a�1 BEF0q ` QROFESS/pHq FpG NTS 03/05/2026 ENt Fyc SOUTH TAHOE PUBLIC UTILITY DISTRICT 2026 WATER METER P - 10 DESIGNED BY DRAWN BY �' Q No. C93725` go ?H TAHOF 1275 MEADOW CREST DRIVE 15 OF 23 SHEETS LH TR/LH * � Exp. 6/30/26 Z * *__� '' SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT cn S0. - ,c PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE e 1� AS-BUILT DRAWN BY AS-BUILT DATE s>\IV1L N" 'O( wee ' 1950 ' �a 'o WGGING QPc1/4 9TF OF CP1/41- ie UTILITY 051 www.sTPU D.u s INSTALLATION PLAN AM I M TR Meter Install Type Typical Single Family F5St T ical Multi Famil Typical Y Unknown Service Line Location � - � - !'► A Backyard Service �-�'���'! �������������i������ 781 Parcel Outline , ,� i!��i�i�i�i�i� Cr) �i�i�i�i�i�i►i�i�i�i�i�i'��i�i�i�i�i�►�i�i�i�i�ii i������i'������ n ►�i�i�i�i�i��i�i�i�i�i�i�i�i�i�i�i�i►�����i z . i►i�i�i�i�i�i' , —I 0 i �����i►�i�i�i�i�i�i►i�• �i4 4 753 'III 747 ��j�0�����!'► 0 CD Ln �����������►�������������� 4 �����S .♦♦♦♦♦.♦♦♦♦,.♦♦♦♦♦♦♦♦.♦.►♦.♦♦♦♦♦♦♦♦. ♦♦♦♦♦� J 1j (E\JIEW 0 Ln 1 ' CN / N N ( n � V ' 0 0 ZEL 0 co 0 Q N4(.1 rn J 7° cO •0 � rn 3181a) y rn 776 w -� 1 m 768 N O N CO a) 0) 0 a_ A BY DATE REVISION APPROVED DATE SCALE DATEa) �01BEFOok, ,,, OFESS/0414 SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 11 NTS 03 05 2026 Q� y,END F �Q 0, / / �� P Ric �� 2026 WATER METER DESIGNED BY DRAWN BY �' Q No. C93725`� to,_____0; ::://04. 1275 MEADOW CREST DRIVE16 OF 23 SHEETS® Exp. 6/30/26 Z � INSTALLATION PROJECT LH TR/LH * * _ SOUTH LAKE TAHOE, CALIFORNIA 96150 � S �\8, cc� Sew `e,� PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE b �e`�� Pc1� AS-BUILT DRAWN BY AS-BUILT DATE IV1L p AGsc,c. • 1950 • $�A` WWW.STPUD.US AMIMTR o GGINGQ eOFMAPto ( rimy— INSTALLATION PLAN 0 x 3814 1384 Meter Install Type Typical Single Family 1410 0 / Typical Multi Family x�x� YP Unknown Service Line Location Backyard Service 1385 Parcel Outline 1420 1401 1405 1411 3837 C O 0) 0 C 0 J 3833 1417 N O N 3827 U U 1423 3823 `D N O CN N N ovc, 0 O 3819 0 0, 3813 Q) C C w 3832 m N O CO 0 0 a_ A 0 a�1BEFOR, BY DATE REVISION APPROVED DATE SCALE DATE , 0FES /oHgt SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 12 o NTS 03/05/2026 4.$) �E R,�, Fyn, 2026 WATER METER �� �s TqH 17 OF 23 SHEETS o DESIGNED BY DRAWN BY �' Q No. C93725 sod ;o\, 1275 MEADOW CREST DRIVE Exp. 6/30/26 Z ""�:� ; , ' SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT • LH TR/LH * * 49,<, \8 s,, "`7 \ � ,' ' PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE �� Pc1� AS-BUILT DRAWN BY AS-BUILT DATE ,tT IV1Lp A�e4�c,_ ,;, �;�c�/ �GINGQ FOFCA��� �unuTv o� WWW.STPUD.US INSTALLATION PLAN AMIMTR at x 3692 Meter Install Type 3688 Typical Single Family 1060 3720 Typical Multi Family Unknown Service Line Location 3716 Backyard Service Parcel Outline 3693 �5 � 3683 3717 0 2 0) 0 3700 1077 C 0 C 0 J O m co N 3692 N 1081 -o J_ U 3690 U 1080 0_ H- N O N 3684 0) 3695 S)4 • ct- P\- 3680 3693 1097 3676 0, 3689 C w CO O N CO N 0 0 0_ 0) A BY DATE REVISION APPROVED DATE SCALE DATE SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 13 Q) R �Qc., FO F�pG NTS 03/05/2026 rE.NDR/os R ' 2026 WATER METER a 841 5624 DESIGNED BY DRAWN BYNo. C93725 tH :\\ 1275MEADOW CREST DRIVEINSTALLATION PROJECT 18 OF 23 SHEETS 0LH TR/LH 6/30/26 SOUTH LAKE TAHOE, CALIFORNIA 96150 �9� \ �� ��► s._ �'—�o� i PHONE (530) 544-6474 FAX (530) 541-4319• PROJECT CODE cn AS-BUILT DRAWN BY AS-BUILT DATE I •� w• `IGGINGQP�� s A �ssLITYo D15'& WWW.STPUD.US INSTALLATION PLAN AM I MTR x ./ r-) 1015 ,• 1021 ��� .* W �♦•�������♦♦�♦ / ♦i�►i�i���i Meter Install Type 1 � ,i 1029 � �1 1p 395 ' 1008 �� ! � Typical Single Family !t�ei 3794 0 1014 , Typical Multi Family IN !fr. 4, Unknown Service Line Location \ t7 , •i 1017 �' �� � *�j(!�'t��'i,lij , Backyard Service $jçb023 02 • 4* '/��,�♦♦�� AA`�►��i• �♦�♦ FParcel Outline 3930 � �� ,���♦ ♦.41/4. ♦4.i�,v�♦ N 1057 1008 ��� ����i1,� i!i�� i 1�<> . 701 4. ♦♦i�i�i�i1�`4M; '' ! .• ! 1065 1014 ', i 1037 / 0-.` � •i�i�i`. 3924 �`♦. ., %�• � 3756 ♦�♦����������, 1079 4/ 1022 ♦��•��i ,icv♦• ♦� 4 If:O , ♦�♦ O ' I* IV 4♦�i�i 3748 ♦.! i�iiii •, , 3766 Q 4�� j•I # � 1032 O 1053 ������, 4C/ " ,��♦���♦�V��.♦♦��i♦��� . 09 1038 .fr Ma ' 1 ., 4, _ li♦w♦ �. •, 1 1061 41,0. 1♦ 1078 i . , A�t . i, 1 2 ������♦� .♦������� 1041 ,����*I,;15O �♦�. . ♦i�I • ♦���4i<►fr �ti�t►� 1043 �i 1056 ♦���♦���♦ •.�����j `�;!��� A 1026 ��♦4(14; ♦i 67 .��� �,* �s 3728 ��♦���♦����! 3900 3681 �' ♦��♦�`. s � �! 4 1066 , ' , 1070 3760 01 ifr 3687 ,te�?1, ' �.�►�4 1061 . . 1*.4 -*:i 3894 3695 ��� • 1048 *i41:<4. . 4 ] .� i 1073 / a 3670 3699 1052 �!���� 3890 1077 3682 , 1056 DE 13 * 1_ 3886 3686 1064 3690 1094 CN N 1066 N 3660 3694 ♦�. 3710 �� I,85 3882 1019 1072 3698 3712 0 1 r 1023 3700 n ,,,, Ape:, FLoc 3880 3704 3704 ♦�•►���i1 1027 .0 � ►�����♦ 1035 O 3698 10143699141 1100 1041 1049 2 1018 1051 1069 • 1022 _ 1071 C 3705 1026 � 3691 1075' 0 " 3710 w 1013 1030 3706 1015 1034 'M1111M 1089CV 4 CDCNI -Ct A a�16EFpgF` BY DATE _ REVISION APPROVED DATE SCALE DATE OQR�� iDH SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 14 t pGNTS 03/05/2026 # NER _ 2026 WATER METER o �� H 19 OF 23 SHEETSc DESIGNED BY DRAWN BY fNDi4\\ ' Q No. C93725 0 goy —�6- 1275 MEADOW CREST DRIVE o LH TR/LH * � Exp. 6/30/26 Z * ':�`' � ' ,\I SOUTH LAKE TAHOE, CALIFORNIA 96150 INSTALLATION PROJECT T9� \ ec� _ sew i PHONE (530) 544-6474 FAX (530) 541-4319 a) �` P1 AS-BUILT DRAWN BY AS-BUILT DATE IV1L Q i0te °j 1950 •AG�j PROJECT CODE o AM I MTR 9TFDFCAU� �unLITYD�S� WWW.STPUD.US INSTALLATION PLAN 0 �AGING Q � X . .. . '�� 0 1980 AC4+oa (vnc ) �703 �� 3207 ` c)5G .T�(yby9 14 2+98 TK50 o vac 6`�rilep T , �� ,o I„ 575 581 3+47 C l.sz�y�. 1_ U ix 9� s ` ` (VA •/ GGs w ��TTilK�uOesg�C9g0 r 3333 �` 585 589 `580 6674 t K260' 'lj� 1. was, � 4.i •ssaiamili:; . 0.1.E (VA • 131 � �TK509 �( .� �q1 2f88 35 TTR�55 CP •ier ' + .•: j ` 715 4 s6i G )� 0+71 35 `560 2405 3315 • 1 (VAC) T C568 2� OJOS 2 f �c 572 +9h ti X�1 • �_ e I ,- ��21 �`� 568 K ;>j JSU • H:i; v AP 14'20 ,,_ 6735 • T 4. 1:!!I 589 605 580 • ' gar � ' 26-02 C (VA �596 1 . �., 3 R• qV ?* .4,SStlitil 595 21.7 704 4. i �56 5• 121 `J , 601 61 l t 604 04.11 6 .JOO 708 1+� K510 1 .4 1*28 610 01.33 G x f9 6,, *� \ `•�',-` 44f8 62C 728 •TKK7 9c,. IS w 2 (VA \ s' Y ;,_� 730 ,. A 4. J02 i (VAC) 625 (VAC) rx r J 06 e• �,� jr �. 635 (VAC) 6'y„ 0 +67 • +� *6.5 641 vnc: 732 'L•o� 738 4054 2f61 .. (VAC) ( ) ox� (VAC) - . 7104 L600i :TK564h 654 592 ;,Tv 0 v/t �, f11 (VAC) 748 O - J19 xl�, 4 J23 727 J40 \ `757 �B 6%• 596 606 468 (VA• xsj\ 750 =9 511,.. i , Ix n 610 mt J3S , 746 x , c 0 J 7 39 !G 3cn L 614 1114ftit . - V9 . 3') 743 752 + �i JGJ0 • o (618 3+3 )+45 745 (VAC) rx�6 \ x l(VAC) 628 r o ,_ �� off 0+85 (VAC) U 0 m N O ROGER AVENUE OVERVIEW N n N.T.S >> U 0 THESE MAPS ARE SCREENSHOTS OF THE DISTRICT'S GIS TO DEPICT0 KNOWN EXISTING WATER AND SEWER INFRASTRUCTURE. H- up Lo N O N ROGER AVENUE NOTES: 1 . ALL LIBERTY UTILITIES ELECTRICAL DISTRIBUTION FACILITIES WITHIN THE PROJECT AREA ARE OVERHEAD. 0 0 EL 2. ALL COMMUNICATIONS INFRASTRUCTURE OWNED BY AT&T AND CHARTER COMMUNICATIONS n ARE OVERHEAD AND MOUNTED ON EXISTING POWER POLES. m 3. UTILITIES OWNED BY SOUTHWEST GAS IN THE PROJECT AREA ARE UNKNOWN. ASSUME GAS Q 0 LINES EXIST ON EACH STREET AND NEW WATER SERVICES WILL NEED TO CROSS THEM. 1 4. CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS OR co BORINGS THAT CROSS GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 5' OF GAS UTILITIES. •` c 5. STORM DRAIN INLET EXISTS AT THE INTERSECTION OF 12TH STREET AND ROGER AVENUE. bi c 1 6. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. DEPTH OF EXISTING m WATER MAINS ASSUMED TO BE 4'. DEPTH OF EXISTING SEWER MAINS RANGES FROM 5' TO 12'. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. o N O N cn O 0_ A BY DATE REVISION APPROVED DATE SCALE DATE 01BEFGRF ,•'' ' SOUTH TAHOE PUBLIC UTILITY DISTRICT P - 15 �Q �� NTS 03/05/2026 2026 WATER METER DESIGNED BY DRAWN BY so,,TH rgHo� 1275 MEADOW CREST DRIVE INSTALLATION PROJECT 20 OF 23 SHEETS o LH TR/LH � ' 6/30/26 SOUTH LAKE TAHOE, CALIFORNIA 96150 Sh \ cc, s► s � PHONE (530) 544-6474 FAX (530) 541-4319 N i1 AS-BUILT DRAWN BY AS-BUILT DATE #0, e� 195 ., P`� PROJECT CODE o JGGINGQQ' 49C C UTILITY D1S WWW.STPUD.US ROGER AVENUE OVERVIEW X INTER TIE TO EXISTING WATER METER OR TO CONTRACTOR WILL ENCOUNTER GAS,WATER,SEWER,POWER,CATV AND OTHER UNDERGROUND UTILITIES IN VARYING HORIZONTAL METAL FRAME, SEE NOTE#5 EXISTING WATER SERVICE LINE WITH AND VERTICAL PROXIMITY DURING METER INSTALLATION.PROVIDE PROPER PROTECTION OF THESE UTILITIES DURING EXCAVATION SEE NOTE #1 CONCRETE SEE NOTE #3LLAR R y 18"TYP ---- RESTRAINED COMPRESSION COUPLING AND i0/ AND OTHER WORK NECESSARY FOR METER INSTALLATION.ANY ADDITIONAL FITTINGS AND PIPE REQUIRED SHALL BE PROVIDED AS LEAVE LID TO BELOW GRADE FOR BRASS BOLTS, BOTH SIDES, POLYETHYLENE TUBING SIZED `� k.. AC PAVING, BRASS FITTINGS AS REQUIRED • PART OF THE STANDARD BID ITEM FOR EACH BASE METER INSTALLATION. TRAFFIC INSTALLATION I SEE NOTE #2 SEE NOTE#8 AS INDICATED ON THE PROJECT FINISHED GRADE.- • _- DRAWINGS AND NOTE#6 — 6" INSTALL VALVE BOX AND NEW RISER SEE NOTE #1 MXU — SEE NOTE #10 6" EXTENSION I SAWCUT \�Q4\\4\\, . � r �� POLYETHYLENE 6. �r PAVEMENT SEE NOTE#7 TUBING(SIZED AS AT SERVICE 6" EXTENSION 4„ vw w •:ryv��� v NI I■I INDICATED) R INSULATION PAD, SEE NOTE #7 I I coMPACT 1 .� ' EXISTING WATER EXISTING •' 24" MAX:'- , max; SERVICE TO PROPERTY TRACER WIRE \�� �. /�� FINISHED suecRAOF To ���� " �v�Ay s" 9s% 18" MIN ■ 'I' Q Q GRADE WATER METER, SEE NOTE #4, #5 T Y... F'• SEE NOTE#10 AND "' "' CURB STOP, r r _ _ _ - �• INSTALL NEW TRACER WIRE ATTACH TO I, GENERAL NOTES "`I 4"SDR 35 RISER NOTCHED �� SEE NOTE#2 DISTRICT WATER SERVICE LINE, SEE NOTE DEPTH TO BOTTOM OF METER, SEE 42"MIN ( y I■I NOTE #15 LIMITS OF AGGREGATE BASE#12 (-, EXCAVATION BACKFILL — SEE 10 GA. ' I1 MIG' •;. TO FIT OVER CURB STOP 'U"BRANCH «-*.PwP*o �I RESTRAINED COMPRESSION COUPLING 3/D1 11!1 Im1 3" RIGID INSULATION SOLID COPPER i _ f. AND SERVICE LINE SEE NOTE#4 DISTRICT SERVICE LATERAL eryse �- ax AND BRASS FITTINGS AS REQUIRED, I!I�I�IIiI!I TRAFFIC—RATED INSTALLATION Er TRACER WIRE �_'1 Fo r MA 4r rvP SEE NOTE #9 .�. ��■i�iml :i °a' P SEE"°' PROFILE VIEW 7.: ��� POLYETHYLENE EXISTING WATER TUBING(SIZE AS —i EXISTING CUSTOMER `. 45 CURB STOP, �F DISTRICT WATER WATER sER 4 SEE WATER 42° MIN SERVICE LINE INDICATED) 8"x2"x16"SOLID SERVICE TEL P C SEE NOTE#2 CONCRETE- \— - ilk��•:��... ATTACH TRACER WIRE TO WATER TYPICAL A/C PAVEMENT REPLACEMENT: • BLOCK \ SERVICE, SEE NOTE #12 2" MXU MOUNT (TYp) EXTEND PATCH PAVING A MINIMUM OF SERVICE DETAIL •` ATTACH PTW TO CORP STOP, 15"METER PIT (YP) 18" 2" BEYOND EXCAVATION TO THE SEPARATE TRACER WIRE SEE NOTE#3 SEE NOSHOWN,E wsrALL NFw: PAVING LIMITS IDENTIFIED BY THE EXISTING WATER AT SHUT OFF,BREAK 1�1 4 BRASS 90° FITTINGS MINIMUM, & TRAFFIC RATED 6" WIDE X 8" THICK FORMED BRASS 45°ELBOW, ADDITIONAL FITTINGS AS REQUIRED FOR FRAME (TYP) r CONCRETE COLLAR DISTRICT IN THE FIELD, COMPACT NEW SERVICE SIZE TO MATCH CONTINUITY BETWEEN n SADDLE OFF MAIN ALL HORIZONTAL & VERTICAL METER PIT LID AND EXISTING sue GRADE TO 95%, e.. WATER sERwcaTo PROPERTY ADJUSTMENTS BETWEEN ALL NEW & �, METER PIT LID INSTALL NEW 3" A/C, MATCH EXISTING '� SERVICE AND MAIN `� EXISTING AND AS REQUIRED LINE AND GRADE _ CORP STOP, =1= �1 �� i�INTERTIE TO EXISTING,WATER METER PIT FOOTING TO AVOID OTHER UNDERGROUND // 12" Y i ❑ i I _r:i 4 -VI�GP�I- SEE NOTE#3 PLAN VIEW UTILITIES OR OTHER SITE TYPICAL EXCAVATIONMETER OR EXISTING WATER OBSTRUCTIONS. 6" WIDE X 8" IN PAVED AREA, SADDLE CLAMP, ^EXISTING NEW WATER METER INSTALLATION EXISTING THICK FORMED 8" (TYP) RECTANGULAR VALVE 5'X8' SHOWN SEE NOTE#1 SERVICE LINE WITH RESTRAINED CONCRETE COLLAR Q BOX, 1017 LABELED r(T OUTLET TO COMPRESSION COUPLING AND DOUBLE SERVICE BASE METER INSTALLATION NOTES: "WATER" TYPICAL WATER MATCH FLOW LINES AND/OR RESTORE — NOTES: Oo' OQ' OR SERVICE VALVE PROPERTY BRASS FITTINGS AS REQUIRED 1) METER PITS SHALL BE INSTALLED AS DIRECTED BY THE DISTRICT BASED ON FIELD CONDITIONS,ON THE CUSTOMER SIDE OF THE TYPICAL SINGLE BOX • DRAINAGE FEATURES. DO NOT INSTALL TWO ROUND VALVE METER PIT IN ANY DRAINAGE FLOW SEPARATE TRACER WIRE PROPERTY LINE NEAR THE SERVICE VALVE,UNLESS APPROVED OTHERWISE.MAINTAIN A MINIMUM EIGHTEEN INCHES(18")BETWEEN WATER SERVICE VALVE BOXES, G05 LABELED LINE OR BMP 1) ALL SERVICE CONNECTIONS SHALL CONFORM TO AWWA C-800-84 AND BE INSTALLED FROM THE NEW MAIN TO EACH EXISTING METER AT SHUT OFF, BREAK THE SHUT OFF VALVE BOX AND METER PIT TO ALLOW FOR PROPER COMPACTION BETWEEN BOXES.METER PITS SHALL NOT BE BOX, G5 LABELED "WATER" SUPPLY FROM OR SERVICE LINE.SERVICE SADDLE SHALL BE DOUBLE STAINLESS STEEL STRAP,FUSION BONDED EPDXY COATED SMITH BLAIR#317 "WATER" CONTINUITY BETWEEN ATTACH TO EXISTING WATER SERVICE LINE WITH OR APPROVED EQUAL. INSTALLED IN ANY DRAINAGE,FLOW LINE,OR BMP UNLESS APPROVED OTHERWISE. DISTRICT SOURCE RESTRAINED COMPRESSION COUPLING,2-BRASS 2 NEW CURB-STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER#300/620283 OR APPROVED EQUAL. 2) METER PIT FOR 3/4"AND 1"WATER SERVICE SHALL BE FIFTEEN-INCH(15")AND EIGHTEEN-INCH(18")DIAMETER RESPECTIVELY, TYPICAL TRAFFIC—RATED METER ORIENTATION NOTES: SERVICE AND MAIN EZ-SETTER METER PIT BY MUELLER,FORD,OR APPROVED EQUAL.METER PITS SHALL BE 36"TALL PLUS A SINGLE 6"EXTENSION FOR PLAN VIEW 1) FINAL A/C REPLACEMENT LIMITS TO BE CONFIRMED WITH 90° ELBOWS,AND BRASS FITTINGS AS REQUIRED 3) CORPORATION STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER#300/B20013 OR APPROVED EQUAL FOR 3/4"TO 1"; A 42"TOTAL DEPTH.MUELLER MODEL#25ORS1536FABNN,MCDONALD MODEL#780-24OJXPP 33X15X432 OR FORD MODEL ENGINEER IN FIELD PRIOR TO INSTALLATION. USE MUELLER#300/2969 OR APPROVED EQUAL FOR 1 1/2"TO 2". #PFB-288-95707-001-NL,15.5"METER DEPTH FOR 3/4"SERVICES AND MUELLER MODEL#33ORS1836FABNN OR FORD MODEL TYPICAL ASPHALT REPLACEMENT NOTES: 4) SINGLE HOUSE SERVICE SHALL BE 3/4"POLYETHYLENE WITH 3/4"FITTINGS.DOUBLE HOUSE SERVICE SHALL BE 1"POLYETHYLENE TO #PFBL-488-95500-008-NL,15.5"METER DEPTH FOR 1"SERVICES,OR APPROVED EQUAL.METER PIT INLET SIZE SHALL BE AS REQUIRED PLAN VIEW TRAFFIC-RATED INSTALLATION NOTES: FORD#U68-43 SPACING"U"BRANCH OR EQUAL WITH TWO 3/4"CURB-STOPS AND SERVICE CONNECTIONS,OR AS INDICATED ON THE TO MATCH WATER SERVICE AND METER SIZE. 1) METERS USED FOR DOMESTIC SHALL BE SENSUS OMNI R2 TR/PL. METERS USED FOR IRRIGATION ONLY DRAWINGS. 3) FOR DOUBLE WATER SERVICES,CONTRACTOR SHALL INSTALL ONE METER PIT OF THE APPROPRIATE SIZE PER WATER SERVICE. SHALL BE SENSUS OMNI T2 TR/PL. METERS USED FOR COMBINED DOMESTIC&IRRIGATION SHALL BE 1) TRAFFIC-RATED METER PIT INSTALLATION LOCATIONS SHALL BE AS DETERMINED BY THE DISTRICT BASED 5) ALL WATER SERVICES SHALL HAVE A HAND-TAMPED SAND BEDDING NINE INCHES(9")ABOVE AND BENEATH THE TUBING AND SHALL 4) METERS SHALL BE SENSUS iPERL,REGISTERING IN 1 CUBIC FEET(1CF). SENSUS OMNI C2 TR/PL.ALL METERS SHALL REGISTER IN THE 1 CF. ONE AND ONE HALF INCH(1 1/2") HAVE SIX INCHES(6")MINIMUM CLEARANCE ON EACH SIDE. ABOVE SAND BACKFILL SHALL BE AGGREGATE BASE COMPACTED TO 95% ON FIELD CONDITIONS AND WILL OCCUR IN DRIVEWAYS, SIDEWALKS, AND PARKING AREAS; MATERIALS 5) FOR 3/4"METERS,CONTRACTOR SHALL USE A 3/4"SHORT METER WITH A SEVEN AND ONE-HALF INCH(7 Z')LAY LENGTH.FOR 1" ENCOUNTERED WILL INCLUDE ASPHALT PAVEMENT, CONCRETE, AND PAVER STONES. SAWCUT ASPHALT OR METERS SHALL BE INSTALLED USING FORD RESETTER MODEL VBB46-HB. FOR TWO INCH (2")METERS FORD RELATIVE COMPACTION BETWEEN VALVE AND METER TO WITHIN 12"OF SURFACE GRADE.TOP 12"BACKFILL TO MATCH EXISTING AND METERS,CONTRACTOR SHALL USE A STANDARD TEN AND THREE QUARTER INCHES(10 3/4")LAY LENGTH METER. CONCRETE PAVEMENT PRIOR TO EXCAVATION. REMOVE PAVING STONES BY HAND AND PROTECT SO THEY MODEL VBB47-HB OR APPROVED EQUAL SHALL BE USED. BE INSTALLED PER WM01 OR WM02. 6) WATER VALVE BOX INSTALLED IN TRAFFIC AREAS SHALL BE 1/4"TO 1/2"BELOW FINISHED GRADE.RISER TO BE 4"SDR 35,NOTCHED CAN BE MODIFIED, AS NECESSARY, AND RE-USED. METER PITS PLACED IN TRAFFIC-RATED AREAS SHALL 6) ALL WATER SERVICE SHALL BE POLYETHYLENE 200 PSI CLASS IRON PIPE SIZE FOR 3/4"TO 1".COPPER TUBE SIZE FOR 1.5"TO 2".PIPE TO FIT OVER CURB STOP AND SERVICE LINE.RISER PIPE OPENINGS SHALL BE PROTECTED WITH DUCT TAPE COVERING PRIOR TO HAVE A METAL COVER CONSISTING OF A TRAFFIC-RATED FRAME AND LID, AS PROVIDED BY THE 2) METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN EIGHTEEN INCHES(18")AND NOT MORE THAN STIFFENER INSERTS TO BE USED AT ALL CONNECTIONS. BACKFILL ACTIVITIES.TOP OF RISER SHALL BE TWO TO SIX INCHES(2"-6")BELOW THE BOTTOM OF THE VALVE BOX LID. DISTRICT. TWENTY FOUR INCHES(24")MEASURED FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE 7) WATER VALVE BOX SHALL BE CHRISTY G5 FOR SINGLE SERVICE,AND CHRISTY B1017 FOR DOUBLE SERVICE OR APPROVED EQUAL 7) FOUR-INCH(4")THICK METER PIT INSULATION PADS BY MUELLER,FORD,MCDONALD,OR APPROVED EQUAL,SHALL BE INSTALLED IN 2) REPLACE ALL SURFACE MATERIAL TO MATCH AND CONFORM WITH SURROUNDING MATERIAL. PAVEMENT METER(SEE DETAIL). WITH A METAL LID MARKED"WATER".WATER VALVE BOX PLACED IN ASPHALT SHALL BE 1/4"TO 1/2"BELOW FINISH GRADE. THE APPROPRIATE DIAMETER TO FIT THE METER PIT. REPLACEMENT SHALL BE THREE-INCHES (3") AC PAVEMENT. CONCRETE AND PAVING STONE MATERIAL 8) ALL CORP-STOPS,CURB-STOPS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC TESTED ALONG WITH 8) SERVICE LATERAL SHALL BE 200 PSI CLASS POLYETHYLENE TUBING,IRON PIPE SIZE FOR 4'AND 1' INSTALLATIONS.PIPE STIFFENER SHALL BE REPLACED TO MATCH EXISTING MATERIALS. 3) IF SERVICE LINE TO STRUCTURE IS COPPER,THEN AN INSULATED COUPLER SHALL BE LOCATED THE NEW MAIN PRIOR TO BEING PLACED INTO SERVICE.SERVICE LINE BETWEEN CURB STOP AND METER TO BE SWABBED AND INSERTS AND/OR OTHER REQUIRED ACCESSORIES SHALL BE USED PER MANUFACTURER'S INSTRUCTIONS AT ALL CONNECTIONS. 3) CONTRACTOR SHALL PLACE 6" WIDE BY 8" THICK CONCRETE COLLAR AROUND METAL LID FRAME. COLLAR IMMEDIATELY DOWNSTREAM OF RESETTER OR IF RESETTER IS NOT USED, IMMEDIATELY DOWNSTREAM OF FLUSHED PRIOR TO CONNECTION. 9) ALL PLUMBING AND FITTINGS MUST COMPLY WITH THE CALIFORNIA HEALTH AND SAFETY CODE 116875(AB1953)REGARDING THE INSTALL SHALL BE NEAT AND FORMED IN PLACE. IN ASPHALT, PAVING STONE, OR CONCRETE AREAS METER AND BYPASS. 9) ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE;MUELLER OR APPROVED EQUAL. PROHIBITION OF LEAD FITTINGS. INSTALL TO MATCH TOP OF SUBGRADE. IN ALL OTHER AREAS INSTALL TO MATCH EXISTING SURFACE 10 TRACER WIRE SHALL BE INSTALLED FROM THE NEW MAIN ALONG NEW SERVICE LINE TO THE EXISTING WATER SERVICE LINE.TRACER 10) CONTRACTOR SHALL INSTALL A TR/PL READER MOUNT AND A SENSUS MXU RADIO READ UNIT,520M SINGLE PORT,WITHIN THE METER 4) METER BOX IN NON-TRAFFIC AREAS SHALL BE"CHRISTY"MODEL 636 WITH METAL LID OR APPROVED PIT LID,AS PROVIDED BY THE DISTRICT.INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ELEVATION AND PROVIDE MEDIUM BROOM FINISH, CONCRETE SHALL 3" SLUMP MAXIMUM AND 4,000 WIRE SHALL BE CUT OR DISCONTINUOUS,LEAVING TWO(2)6"WIRE TAILS AT THE TOP OF RISER PIPE IN WATER SERVICE VALVE BOX. PSI MINIMUM. ALL LIDS SHALL BE WIRE BRUSHED AFTER CONCRETE INSTALLATION TO REMOVE ALL EQUIVALENT INSTALLED IN OR NEAR TRAFFIC AREAS SHALL BE H2O LOAD RATED INSTALLED A HALF INCH 11) WATER SERVICE CONNECTIONS INSTALLED ON THE OPPOSITE SIDE OF THE STREET FROM WATER MAIN SHALL UTILIZE TRENCHLESS 11) CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO(2)8 X2 X16 PRECAST SOLID CONCRETE STRUCTURAL SUPPORT BLOCKS LAITANCE. CONTRACTOR SHALL PROTECT CONCRETE DURING CURING AND BEFORE ASPHALT OR PAVING (1/2")BELOW FINISHED GRADE. PROVIDE THREE INCHES(3")RIGID INSULATION ABOVE METER IN BOX. CONFORMING TO ASTM C90 PLACED UNDER THE METER PIT. TECHNOLOGY(I.E.DIRECTIONAL DRILL,PNEUMATIC RAM OR MOLE)OR OTHER METHOD APPROVED BY DISTRICT ENGINEER. STONE MATERIAL CAN BE INSTALLED. PROVIDE TEMPORARY ASPHALT IN AREAS WITHIN THE 12) CONTRACTOR TO PRESERVE ALL PROPERTY MARKERS ENCOUNTERED. 12) INSTALL TWO TRACER WIRES.ONE(1)WIRE FROM WATER SERVICE VALVE BOX TO THE DISTRICT WATER SERVICE LINE AND ONE(1) RIGHT-OF-WAY UNTIL FINAL PAVING IS INSTALLED. 5) CONTRACTOR SHALL PROVIDE TWO INCH (2")RECESSED HOLE CENTERED IN METER BOX LID, INSTALL WIRE FROM WATER SERVICE VALVE BOX PAST THE BOTTOM OF METER PIT TO EXISTING CUSTOMER WATER SERVICE LINE.USE 4 SERVICE BOXES AND METER PITS LOCATED IN TRAFFIC AREAS SHALL BE INSTALLED ONE QUARTER TO TR/PL READER MOUNT AND SENSUS MXU RADIO READ UNIT, 520M SINGLE PORT. 13) BACKFILL THE NEW SERVICE LINES AND BOTTOM OF METER PIT IN NINE INCHES(9")OF CLEAN SAND.IN TRAFFIC AREAS,BACKFILL BRASS PIPE CLAMP CONNECTIONS.TRACER WIRE SHALL BE CUT OR DISCONTINUOUS,LEAVING TWO(2)6"WIRE TAILS AT ) ABOVE BEDDING LAYER WITH AGGREGATE BASE,PLACED IN MAXIMUM TWELVE-INCH(12")LIFTS AND COMPACTED TO 95%RELATIVE THE TOP OF RISER PIPE IN WATER SERVICE VALVE BOX.CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELINES AND/OR TRACER ONE HALF AN INCH (4" TO i") BELOW FINISHED GRADE. 6) USE OF TWO OR MORE RESETTERS IN A STACKED ARRANGEMENT REQUIRES THE USE OF A RIGID METAL COMPACTION.IN NON TRAFFIC INSTALL CLEAN THREE INCH MINUS(-3")NATIVE MATERIAL,OR AGGREGATE BASE COMPACTED TO 90% WIRES SHALL BE MAINTAINED REGARDLESS OF PIPE TYPE OR PRESENCE OF TRACER WIRE.SEAL CONNECTIONS WITH AN APPROVED 5) FOR PAVING STONE APPLICATIONS GAPS BETWEEN METER PIT FRAME AND VALVE BOX SHALL BE LESS SUPPORT DRIVEN EIGHTEEN INCHES(18") INTO THE SOIL BELOW THE METER. SUPPORT MUST BE TIED WITH RELATIVE COMPACTION.IN NON TRAFFIC INSTALL TOP 12"LIFT IN NATIVE AND LANDSCAPED AREAS SHALL MATCH EXISTING MATERIAL MASTIC TYPE SEALER SPECIFICALLY MANUFACTURED FOR UNDERGROUND USE. THAN 4" AND ANY NEEDED MODIFICATIONS TO PAVING STONES SHALL BE MADE WITH APPROVED TOOLS PERMANENT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. AND BE COMPACTED TO 80%RELATIVE COMPACTION.NO RECYCLED BASE ALLOWED IN BACKFILL. 13) WHEN METER PITS ARE INSTALLED WITHIN 24"OF EACH OTHER,THE LIDS SHALL BE AT THE SAME ELEVATION. DESIGNED FOR USE ON PAVING STONE MATERIAL. CUTS ADJACENT TO FRAMES AND BOXES SHALL 14) RAKE ALL DISTURBED AREAS SMOOTH,AND MULCH CONSISTENT WITH ADJACENT GROUND COVER CONDITIONS.CONTRACTOR SHALL 14) ALL METERS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED,FLUSHED,AND VISUALLY TESTED FOR LEAKS PRIOR TO CONFORM TO SHAPE OF FRAMES AND BOXES. 7) METER BOX SHALL BE WITHIN EIGHTEEN INCHES(18")OF DISTRICT SERVICE VALVE BOX, UNLESS GREATER PROTECT EXISTING LANDSCAPING,IRRIGATION,FENCING AND ANY OTHER EXISTING ITEMS INCLUDING NATURAL VEGETATION AND BACKFILL. 6) METER PITS AND RISERS TO BE INSTALLED TO ACCOMMODATE FRAMES AND TRAFFIC RINGS. DISTANCE IS REQUIRED TO INSTALL METER BOX INSIDE OF PROPERTY LINE. TREES.ANY ITEMS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT CONTRACTORS EXPENSE WITH ITEMS OF 15) FOR ALL INSTALLATION TYPES,DEPTH FROM BOTTOM OF METER TO TOP OF METER LID SHALL BE A MINIMUM OF 18"AND MAXIMUM OF 7) DEPTH FROM BOTTOM OF METER TO TOP OF METER LID SHALL BE A MINIMUM OF 18" AND MAXIMUM EQUAL OR SUPERIOR QUALITY. 24". OF 24". 8) BRASS BOLTS AT METER FLANGES ONLY. 1 1/2"METERS REQUIRE 5/8 X 2 1/2"BRASS BOLTS, 2" METERS 16) ALL METER SETTERS SHALL HAVE DUAL CHECK ASSEMBLY ON CUSTOMER SIDE OPPOSITE ANGLE VALVE. REQUIRE 3/4"X 2 1/2" BRASS BOLTS. I APPROVED BY WATER SERVICE SOUTH APPROVED BY: BASE METER S 0,TH TAHOF APPROVED BY: TRAFFIC RATED SOUTH TAHOF APPROVED BY WATER METER 1-1/2" AND 2" SOUTH TAHOF _ _ INSTALLATIONS METER INSTALLATIONSV STANDARD DETAIL WS01 °o fir- �.+ �< WSJ STANDARD DETAIL WS02 �` o WS�2 STANDARD DETAIL WS03 AL ^ �` c WS03 STANDARD DETAIL WSO4 Ao '^ 1 c� WSO4 JULIE N RYAN,DISTRICT ENGINEER e<,o u v°StR` JULIE N RYAN,DISTRICT ENGINEER e<,c p 15za` JULIE N RYAN,DISTRICT ENGINEER e'c ur l L r o st ` JULIE N RYAN,DISTRICT ENGINEER s,, �iL Y Ms.' R` P.E.NO.CE 59002 DATE:11/7/2023 I SCALE:NTS P.E.NO.CE 59002 DATE:11/7/2023 I SCALE:NTS P.E.NO.CE 59002 DATE:11/7/2023 I SCALE:NTS P.E.NO.CE 59002 DATE:4/7/2022 I SCALE:NTS C 0 CO U L C PLAN VIEW DETAIL _ f12 ExcnvnnoNUNe FINISHED GRADE r —9_ BASE INSTALL: v TAPPING SLEEVE AND VALVE TO BE 1/4•RADIUS /, /` • �I CLEAN NATIVE 3" MINUS MATERIAL, p SUPPLIED BY CONTRACTOR I I _ I DISTRICT SUPPLY 90% COMPACTION. SEE NOTE #2 CONTRACTOR TO INSTALL THRUST _ TRAFFIC RATED INSTALL: BLocK/sEEwMos1 \�\ Ea CONNECT TRACER�� NEW AGGREGATE BASE, 95% USE TEE BRANCH FOR SIZE E 3 72"MI 'L- E 3 48"MIN A oo°°o A A A 36"-42" TYP COMPACTION O Z E 3 © 000°$goo°g°o°o00 WIRE TO CUSTOMER (UP TO 54" DEEP M ■a — _ 0 000 0 0 0 000o WATER SERVICE LINE FOR BASE INSTALL THE BASE OF THE METER of Q EXISTING GRADE rt o00 0 0 000 �I� I_.I I�II� I sa" - °o°0000°00000000 DEPTH) PIT SHALL BE AT A DEPTH BASE METER INSTALLATION + 00000 0 0°o pO r OF 42" UNLESS APPROVED BID ITEM, EXCAVATION w DRIVEWAY • yll�' 36"MIN o°oo°p00°°0000000° DISTRICT WATER 1 OTHERWISE EXTENDS TO 60" DEPTH N Q 00000000 -- CUSTOMER WATER 0 ~ NEW PLUG °00°00°0° SERVICE LINE �� SERVICE LINE N i_ 4 41110 I— Z DISTRICT WATER MAIN Fx SlAIN g =1 9" MIN CLEAN SAND BEDDIA AT METER PIT INSTALLATION U w ro w wIIIII #4 BAR.MIN 4• I I ' H- > z PLAN LONG 0 1z oc DEPTH COVERED BY TYPICAL BID ITEM 3 Q J 45° TOPGRADE I I EXCAVATION TO 60" T -o d \����i��j ��������%� #4 BAR MIN 12• A I z O w � > PLAN VIEW OVERLAP PLAN VIEW I EXTRA DEPTH BID ITEM 61" TO 76" DEPTH > w a fACE CO DISTRICT WATER EXCAVATION: 61" TO 76" CUSTOMER WATER0 0 0 POINT OF WATER CAP OFF WILL BE EXCAVATION LINE w d AT THE MAIN LINE CORP VALVE 1 BELow Ac MIN 2" MIN 2' SERVICE LINE SERVICE LINE o 6 12"MIN 12"MIN I I VARIES 1 l 6" Q TRENCH BACKFILL PER .( .�� ///////////////////, ;p;;.;:. / /,/ n•;i',a;-+ CLEAN NATIVE 3" MINUS C_) (SEE DETAIL) ' 12" WM01 OR WM02 /•' :•..% j%.. :r'0� �/, /: s;{' l f,.:; �;�.".: t. ' / :� " AT 90% RELATIVE COMPACTION 84" SHORE/SHEET EXCAVATIONS OVER 4 '•��� '•� ..-. NOTE: APPROVED DUCTILE IRON EPDXY FEET IN DEPTH PER CHAPTER 2OF 9"OR TOP OF STRUCNRW- THE CaI/OSHA CT TRENCHING AND MIN 3 FROM SOIL MIN 3"FROM SOIL COATED OR BRASS SADDLE CLAMP ✓�z"FROM CONCRETE \r FROM CONCRETE 1) THE STANDARD METER INSTALLATION SHALL INCLUDE EXCAVATION UP TO A DEPTH OF 60" AS NECESSARY TO (0-9 SHORING MANUAL CONTRACTOR PROVIDED GRADE RINGS AS W*1111 APPROPRIATELVSIZEDTAPPING REQUIRED CONNECT THE NEW METER TO THE EXISTING WATER SERVICE VALVE AND CUSTOMER SERVICE CONNECTIONS. WHEN NEW°MAINN-NOTEZVALVE SIZED rO SECTION A—A SECTION A-A ADDITIONAL EXCAVATION DEPTH IS REQUIRED TO MAKE THESE CONNECTIONS, THE CONTRACTOR WILL BE PAID N SEE NOTE 12 THROUGH ONE, ADDITIONAL BID ITEM. DEPTH SHALL BE MEASURED FROM THE TOP OF THE METER PIT LID TO NO c) CONCRETE COLLAR (MANHOLE) CONCRETE COLLAR (VALVE CLUSTER) MORE THAN SIX INCHES (6") BELOW THE EXISTING SERVICE LINE. ANY OVER EXCAVATION 6" BEYOND THE BOTTOM / NOTES: P OF LE NTS NTS OF THE EXISTING SERVICE LINE SHALL BE AT THE CONTRACTORS EXPENSE TO DIG AND BACKFILL. EXTRA DEPTH a BID ITEMS SHALL INCLUDE ALL ADDITIONAL FITTINGS AND PIPE AS REQUIRED TO COMPLETE THE METER a) 1) UNDERGROUND SERVICE ALERT(USA)811 TO BE NOTIFIED A MINIMUM OF FORTY EIGHT(48)HOURS NOTES: INSTALLATION ON BOTH THE DISTRICT AND CUSTOMER SIDES OF THE INSTALLATION. EXCAVATIONS BELOW 96" WILL _c BEFORE ANY EXCAVATION. 1) ALL TIE-INS TO EXISTING WATER MAINS REQUIRING A HOT TAP SHALL BE PERFORMED BY DISTRICT CREWS. BE PAID ON A TIME AND MATERIALS BASIS UNDER THE UNKNOWN CONDITIONS BID ITEM. 2) BACKFILL THE NEW SERVICE LINES AND BOTTOM OF METER PIT IN NINE INCHES (9") OF CLEAN SAND. IN TRAFFIC c 2) ALL WATER SERVICE(S)TO BE CAPPED SHALL BE FIELD LOCATED BY DISTRICT INSPECTORS. 2) THE EXISTING WATER MAIN TO BE HOT TAPPED SHALL BE FITTED WITH THE CORRECT SIZE TAPPING SADDLE WITH A FLANGED OUTLET WITH EITHER A FLANGED X 0 FLANGED OR FLANGED X MECHANICAL JOINT GATE VALVES.ALL PARTS SHALL CONFORM TO AWWA C-509 AND CERTIFIED TO NSF 61 AND 372 NOTES: AREAS, BACKFILL ABOVE BEDDING LAYER WITH AGGREGATE BASE, PLACED IN MAXIMUM TWELVE—INCH (1 2") LIFTS a_ 3 DO NOT DEMOLISH ANY BUILDING UNTIL WATER SERVICE CAP OFF LOCATION FOR THAT BUILDING IS AND COMPACTED TO 95% RELATIVE COMPACTION. IN NON TRAFFIC INSTALL CLEAN THREE INCH MINUS (-3") 3) TAPPING SADDLE PRIOR HAVE PASSED TTAP.HYDROSTATIC TO WITNESSED AT 1SED81 D 1IGNED O SYSTEM PRESSURE REP FOR 1TMINUTES WITH NO VISIBLE SIGNS OF LEAKAGE PER NATIVE MATERIAL, OR AGGREGATE BASE COMPACTED TO 90% RELATIVE COMPACTION. IN NON TRAFFIC INSTALL TOP EXCAVATED AND CONFIRMED. AWWA 223-19 PRIOR TO SCHEDULING HOT TAP.TEST TO BE WITNESSED AND SIGNED OFF BY DISTRICT REPRESENTATIVE. 1. MANHOLE FRAMES AND RISERS MAY BE SALVAGED AND REUSED. 12" LIFT IN NATIVE AND LANDSCAPED AREAS SHALL MATCH EXISTING MATERIAL AND BE COMPACTED TO 80% ND 4) WATER SERVICE(S)WILL BE CAPPED AT THE MAIN LINE CORP VALVE WHEN THE MAINLINE IS TO REMAIN IN a) EXCAVATION SHALL EXTEND 84"BEYOND VALVE FACE TO ACCOMMODATE TAPPING UNIT AND CREW. .RELATIVE COMPACTION NO RECYCLED BASE ALLOWED IN BACKFILL. 2. CONCRETE SHALL BE PCC WITH THE FOLLOWING CHARACTERISTICS: 4000 PSI MINIMUM m SERVICE. FINAL CAP OFF LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY THE DISTRICT. 5) MAINS 10'OR DEEPER EXTEND 45°RISER UNTIL INVERT OF UPPER 45°COUPLING IS 5'BELOW FINISH GRADE,UNLESS OTHERWISE NOTED COMPRESSIVE STRENGTH AT 28 DAYS, MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD WITH A MAX 3) CONTRACTOR SHALL USE CLEAN NATIVE BACKFILL COMPACTED TO 90% RELATIVE COMPACTION OUTSIDE TRAFFIC / WATER/CEMENT RATIO OF 0.45,AIR ENTRAINMENT OF 6%+ 1.5°/Q,AND SLUMP AT 1 TO 4 INCHES.ALL AREAS. RAKE ALL DISTURBED AREAS SMOOTH, AND MULCH CONSISTENT WITH ADJACENT GROUND COVER p 5) WATER SERVICE(S)MUST BE SEVERED AT THE CAP OFF POINT IN A WORKMANSHIP LIKE MANNER 6) ALL FLANGES TO BE BURIED,COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE CONDITIONS. CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING, IRRIGATION, FENCING AND ANY OTHER EXISTING Q APPROPRIATE FOR THE TYPE OF PIPE TO BE CAPPED.A MINIMUM OF SIX FEET(6')OF PIPING DOWNSTREAM SPECIFICATIONS. MATERIAL SHALL CONFORM TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS. ITEMS INCLUDING NATURAL VEGETATION AND TREES. ANY ITEMS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE (..) OF THE CAP OFF POINT SHALL BE REMOVED. 7) CONCRETE FOR SUPPORT BLOCKS FOR VALVE(S)SHALL BE FORMED TO MAINTAIN A MINIMUM TWO INCH 2"CLEARANCE FROM FLANGE BOLTS PER DETAIL WM 03. REPLACED AT CONTRACTORS EXPENSE WITH ITEMS OF EQUAL OR SUPERIOR QUALITY. I 8) EXCAVATION SHALLEXPOSEAMINIMUMOF3'OFPIPEINBOTHDIRECTIONSFROMEDGEOFTHESADDLETOVERIFYTHEABSENCEOFANYJOINTSORFITTINGSWITHIN 3. CONCRETE COLLARS MAY BE POURED ROUND, OR ANY OTHER APPROPRIATE SHAPE WHEN 4) CONTRACTOR WILL ENCOUNTER PROPERTY MARKERS DURING THE METER INSTALLATION PROCESS AS THE SERVICE 6) THE PLUGGING OF THE SEVERED WATER SERVICE(S)MUST BE MADE WITH A NEW IRON OR BRASS PLUG THE MINIMUM DISTANCE.MINIMUM EXCAVATION WIDTH SHALL BE6'ORAS REQUIRED TO MEET THIS CONDITION. APPROVED BY THE ENGINEER. VALVES ARE TYPICALLY PLACED AT OR NEAR THE PROPERTY CORNERS AND THE PUBLIC RIGHT—OF—WAY. APPROPRIATE FOR THAT SIZE WATER SERVICE. CONTRACTOR SHALL PROTECT AND PRESERVE THE LOCATION OF THE PROPERTY MARKERS. CONTRACTOR SHALL / 9) FOR SINGLE OR DOUBLE STRAP TAPPING SADDLES,THOROUGHLY CLEAN COATING AND WRAP FROM INTERFACE WITH GASKET. NOTIFY DISTRICT IF A PROPERTY MARKER IS DISTURBED OR NEEDS TO BE DISTURBED. IN SUCH CASE, 7) AFTER SEVERING AND CAPPING OF WATER SERVICE TO BE ABANDONED, REMOVE ASSOCIATED VALVE BOX 4. ALL GRADE RING JOINTS ARE TO BR GROUTED WITH NON-SHRINK GROUT HAVING THE FOLLOWING c 10) FOR TAPPING SLEEVES ON STEEL PIPE-REMOVE ALL COATING AND WRAP FROM THE FULL AREA CONTACTED BY THE TAPPING SLEEVE,INCLUDING UNDER THE BODY CHARACTERISTICS: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, MINIMUM 6 SACKS OF CONTRACTOR SHALL INSTALL STAKES, OFFSETS, OR OTHER MEANS TO ACCURATELY LOCATE THE PROPERTY MARKER •c AND RISER PIPE. AND BACK PIECE OF TAPPING SLEEVE. TO ITS ORIGINAL LOCATION. CEMENT PER CUBIC YARD AND SLUMP AT 1-4 INCHES. °) 8) NO WORK SHALL BE COVERED UNTIL INSPECTED AND APPROVED BY THE DISTRICT. 11) ALL FLANGE BOLTS SHALL BE TIGHTENED USING A TORQUE WRENCH WORKING FROM THE CENTER OUT,IN A CROSS PATTERN TO ENSURE EVEN SEATING,SET TO THE 5) ANY EXCAVATION LEFT OPEN OVERNIGHT OR WEEKENDS/HOLIDAYS SHALL BE PROTECTED PER DETAIL 5/D2. c MANUFACTURER'S TORQUE SPECIFICATION. 6) IN DISTURBED AREAS ON SLOPES OR IN NATIVE VEGETATION APPLY A 1" LAYER OF APPROVED MULCH AND NATIVE o' 9) THE DISTRICT SHALL BE GIVEN A MINIMUM OF TWENTY FOUR(24)HOURS NOTICE TO INSPECT ALL WORK 12) INSTALL VALVE PER DETAIL WM03 REQUIREMENTS FOR SUPPORT CONCRETE,RISER PIPE,VALVE BOXES,TRACER WIRE,ETC. 5. ALL GRADE RINGS SHALL BE PORTLAND CEMENT CONCRETE. PVC GRADE RINGS ARE NOT ALLOWED. SEED MIX OR HYDROSEED WITH A BLEND OF TACKIFIER, MULCH, AND SEED. Lii ASSOCIATED WITH CAPPING OF LATERAL(S). 13) PRIOR TO INSTALLATION,A 1%SODIUM HYPOCHLORITE SOLUTION OR EQUIVALENT DISINFECTANT SHALL BE SPRAYED ON ALL SURFACES(SADDLE, VALVE,FLANGES,& PIPE FACE)IN ACCORDANCE WITH AWWA C651,SECTION 4.6. METES PIT BACKFILL AND EXTRA m APPROVED BY: ABANDON WATER SERVICE APPROVED BY: WATER MAIN HOT TAP 3 DEPTH CONNECTIONSCNI SOUTH TAHOF SOUTH 14HOF D1 0 3/4" TO 2" NO SCALE JULIE NRYAN,DISTRICT ENGINEER STANDARD DETAIL WS06 c'e< -4,.` �c WSO� ME�yCODPE1 DISTRICT ENGINEER STANDARD DETAIL WS08 o j �o WS08 CO P.E.NO.CE59002 I 0 ILI °15 IE.NO.C7„0e I o�ILITS°15 5 CONCRETE COLLAR I DATE:11/07/2023 SCALE:NTS DATE:07/15/2025 SCALE:NTS O L 0_ I �1BEFp9F` A BY DATE REVISION APPROVED DATE SCALE DATE ilsr—\\E.NDR/24_ROFESSON4/ SOUTH TAHOE PUBLIC UTILITY DISTRICT D- 1 �� o• NTS 03/05/2026 L. n 2026 WATER METER�Z '� y^ o�?" rAho 1275 MEADOW CREST DRIVE 21 OF 23 SHEETS °�'� �, DESIGNED BY DRAWN BY Jo. C93725 z g F INSTALLATION PROJECT 0 -Nip", . LH TR/LH * Exp. 6/30/26 * _F r _ SOUTH LAKE TAHOE, CALIFORNIA 96150 `f'w � s• PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE -iGGINGQP AS-BUILT DRAWN BY AS-BUILT DATE JgTFOFC � P �e1."cunsrra$` WWW.STPUD.US AMIMTR ° DETAILS i X "THICKNESS OF REPLACEMENT AC PAVEMENT" CITY OF SO. LAKE TAHOE R.O.W. -4" CONTRACTOR SHALL REVEGETATE AND RESTORE EL DORADO CO. R.O.W. =3" ALL AREAS DISTURBED BY CONSTRUCTION CAL TRANS R.O.W. -4" ACTIVITY PER SPECIFICATIONS OUTSIDE R.O.W. MIN=2 1/2" 2"HIGH MOUND EXISTING A.C. PAVEMENT THICKNESS MAY VARY i////////////////////////////4 I t ---..minew Irdwww CLASS 2 AGGREGATE ER BASE COMPACTED OMPACTE COMPACTION.TO 95% \S�\NG GRPQE w CITY OF SO. LAKE TAHOE R.O.W. =8" a EL DORADO CO. R.O.W. =8" a OUTSIDE R.O.W. MIN =4" hk. , 12CITY"MINSLT R.O.W. O w X O DISTRICT PROVIDED DISTRICT PROVIDED SLIP RESISTANT PERMAGRIP TEXTURE PROJECT EXCAVATED MATERIAL AS SPECIFIED EL DORADO COUNTY R.O.W. O 0_ /z" LETTERS co (COMPACTED BACKFILL AT 95% RELATIVE ~ F- /RALEDF FLUSH s 1/z a1s 1 2 COMPACTION)WITHIN CITY OF SO. LAKE TAHOE PROJECT EXCAVATED MATERIAL AS O /2" SPECIFIED(COMPACTED BACKFILL AT 90o/D RAISED FLUSH oA�D AND EL DORADO CO. R.O.W.'S z z ��D 013 1/2" j II. RELATIVE COMPACTION) El 12"MIN .\\) B• 5� ET SEL1 4" 1 8"10 GA. INSULATED SOLID COPPER TRACER 6 N 6 IN RAISED FLUSH TTERS31/z (3) uDsTABILAZERs M I \ ':J M 63. 1/2'" LETTERS WIRE(NOT REQUIRED WITH CONDUCTIVE } } 5/6" LETTERS RAISED \ 9s° EQUALLY SPACED a PIPE IF PERMANENTLY BONDED AT EACH - CLASS 2 AGGREGATE BASE, - 6 1/2" JOINT)SEE GENERAL NOTE#13 JETTED TO SPRING LINE, /z' _ 5/6" - 12"MAX 6"MIN - 12"MAX 6" MIN MECHANICAL COMPACTION TO 95% RELATIVE 17 1/2" DETAIL B SAND BASE IN PIPE ZONE, UNLESS IN COMPACTION ABOVE SPRING LINE 16 3/4" 1/8"I LID PER NF-18935000 SCALE 1:4 GROUND WATER. IF IN GROUND WATER THEN f PIPE O.D. f PIPE O.D. 16 5/8" ,..i— - - 2 1/4"" 30° A USE CLASS 2 AGGREGATE BASE(90% }L —�y f=1 a" 8•- COMPACTION). 3/ 7/a"� ��_..... ,y_..�f�./ �`l, _..,,J�� 15" 5/16•' / / 17 5 1615 n 14 1/4 EXISTING METER PIT / / / 21" - SECTION A-A / FRAME PER NF-18932000 15" ' NOTES: NOTES: DRAWING DESIGN APPROVAL DRAWING / DESIGN APPROVAL / NOTE CAPABLE OF H-20/HS-20 LOADING. NOTE: CAPABLE OF H-20/HS-20 LOADING. 1) CONTRACTOR PAY ITEM FOR TRENCH WIDTH PLUS TWENTY FOUR INCHES 24" IN CITY OF SOUTH LAKE 1) NO RECYCLED MATERIAL TO BE USED IN PIPE ZONE. CUSTOMER APPROVES THE PROPOSED DESIGN COMPLETED BY NEENAH FOUNDRY COMPANY AS DEPICTED IN THIS ( ) CUSTOMER APPROVES THE PROPOSED DESIGN COMPLETED BY NEENAH FOUNDRY COMPANY AS DEPICTED IN THIS MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 356 MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B DRAWING. DESIGN CHANGES TO THE PART(S) INCLUDED IN THIS DRAWING WILL NOT BE MADE WITHOUT WRITTEN FINISH: NO PAINT DRAWING. DESIGN CHANGES TO THE PART(S) INCLUDED IN THIS DRAWING WILL NOT BE MADE WITHOUT WRITTEN FINISH: NO PAINT TAHOE AND EL DORADO COUNTY RIGHT OF WAY.TRENCH WIDTH AND TRENCH PAVEMENT REPLACEMENT WEIGHT: 36 LBS WAS NF-T2816 APPROVAL BY BOTH PARTIES. CHANGES TO THE DESIGN MAY RESULT IN INCREASED COST AND LEAD TIMES. WEIGHT: APPROX. 33 LB WAS NF-T2814 APPROVAL BY BOTH PARTIES. CHANGES TO THE DESIGN MAY RESULT IN INCREASED COST AND LEAD TIMES. _ EXCEEDING MAXIMUM AS DESCRIBED HERE IN AND IN THE SPECIFICATIONS SHALL BE COMPLETED AT NO DR. HSH/ELN SCA. TIRE: R-1893 DR. HSH/ELN SCALE In''' R-1893 ADDITIONAL EXPENSE TO THE DISTRICT. CUSTOMER /COMPANY NAME: CH. RKB 1/8"=1 H-20 RATING 15" WATER METER FRAME CUSTOMER /COMPANY NAME: CH. RKB 1/8=1 SOUTH TAHOE PUD 15" WATER METER LID APP. SPT NEENAH FOUNDRY APP. SPT NEENAH FOUNDRY 2) CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING DISTURBED BY CONSTRUCTION. APPROVED BY: DATE DATE 03-08-2017 PHONE800-5585150J956 1\r—18932000 B APPROVED BY: _ ___ DATE:___ DATE 03-08-e017 re P50r6r0S-C 'SO 956NE-18935001 B CAD DWG.REF: 18932000.DWG- 1 WWW.DfsO.00RT °NCOLN,NEBRASKA 68529 ANCOTW NERRASKA fi8539 3) NO RECYCLED MATERIAL TO BE USED IN PIPE ZONE. PHONE 600-234-J96fi CAD DWG.REF: 18935001.DWG- 1 WW.Df�O.�Om PHONE 800 234 J486 APPROVED BY: WATER MAIN TRENCH SOUTH TAHOF APPROVED BY: WATER MAIN TRENCH so0TN TA HOF WITHIN PAVED AREAS WM01 OUTSIDE PAVED AREAS WM02 JULIE R RYAN,DISTRICT ENGINEER STANDARD DETAIL WM01 � S�c� JULIE R RYAN,DISTRICT ENGINEER STANDARD DETAIL WM02 B4 -—7„c06 P.E.NO.CE 59002 I c LtnL D1S P.E.NO.CE 59002 c urILI 0`5 DATE:3/3/2023 SCALE:NTS DATE:4/7/2022 I SCALE:NTS 0O C) 'L C 0 L NF J 1 T NEW STICK OF PIPE Q - SEE NOTE#2 1T rn I co ro SHIELDED COUPLING o TI SEE NOTE#3 5'MIN \ \ i ]:[ Lo - DISTRICT PROVIDED DISTRICT PROVIDED 10 j1 '• > SLIP RESISTANT PERMAGRIP TEXTURE -0 EXISTING SEWER LATERAL j �� EXISTING SEWER LATERAL/( LSD NI 3°YN01 ! ..,... ...,. :. ../_ `) 01815/8" / 1 DIA. LIFT HOLE 2 / 0 yr rb'-rr kIIIIII� :;: ,. III Illlt� fl15 / 11 U RAISED FLUSH —► , CI 5 8" 9 1/2" LETTERS 7 a '=' {:':�3.�®`' 1:, Tf 3 4.. .. `;::a:: II 4" LETTERS Yo,.A t .m y,,r Q �7 • ' RAISED FLUSH /.„�;. �^ i �� Al '-`sfi U �Fq FOR<12"SEPARATION ) (.46&?. ` 3 LID STABILAZERS 'S.x/� - EQUALLY SPACED s ou:•'5: . Ir 6NA NAY��: oO I Q .„L • ' ,. SPECIAL PROTECTION MAY BE - > / ..... - it 1/2•. REQUIRED BY DISTRICT � ,roalow,44ele � "I 3/s'TYP. (~ M \..:,: 0 NFFq'AN FOUNDRY GO • , ® II0 D. N `. � I 4 N 5/8" LETTERS RAISED 05 1/8" � In 6 1/2" 0� + TRENCH WIDTH 1/2" LETTERS 1" LETTERS 1/8" N ER TRENCH DETAI RAISED FLUSH 13 3/4" RAISED FLUSH %W,� �.r/,(/ZZZ55�'''"" 19 5/8" �/ t 19 7/8" 1/2•' n EXISTING METER PIT- NOTES: 19 3/4" �fi/4. 05 " LID PER NE-18945000 J_ FRAME PER NE-1E942000 9 32 C 1) ALL SEWER LATERALS TO BE PROTECTED PER THE GENERAL NOTES.WHERE SEWER LATERAL IS 3/8" % / 2 13/16„ M 5/a9s' o I 1/4" I 1 7 16" 9- v INADVERTENTLY DAMAGED DURING CONSTRUCTION,THE LATERAL SHALL BE CUT AND REPLACED FORA _} 8•• / rrJ Os DISTANCE OF AT LEAST FIVE FEET(5')ON EACH SIDE OF THE POINT OF CROSSING. M 20 1/2 - 5/16"—f 1/2" „x 17 1/2" DETAIL A 24•• - SCALE 1:4 D] 2) ALL SEWER LATERAL REPLACEMENT PIPING SHALL BE PVC SDR 26 UNLESS NOTED OR APPROVED BY THE DRAWING / DESIGN APPROVAL DRAWING / DESIGN APPROVALCI DISTRICT. CUSTOMER APPROVES THE PROPOSED DESIGN COMPLETED BY NEENAH FOUNDRY COMPANY AS DEPICTED IN THIS NOTE: CAPABLE OF H-20/HS-20 LOADING CUSTOMER APPROVES THE PROPOSED DESIGN COMPLETED BY NEENAH FOUNDRY COMPANY AS DEPICTED IN THIS NOTE: CAPABLE OF H-20/HS-20 LOADING. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 356 MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B Q DRAWING. DESIGN CHANGES TO THE PART(S) INCLUDED IN THIS DRAWING WILL NOT BE MADE WITHOUT WRITTEN FINISH: NO PAINT DRAWING. DESIGN CHANGES TO THE PART(S) INCLUDED IN THIS DRAWING WILL NOT BE MADE WITHOUT WRITTEN FINISH: NO PAINT (_) APPROVAL BY BOTH PARTIES. CHANGES TO THE DESIGN MAY RESULT IN INCREASED COST AND LEAD TIMES. WEIGHT: 45 LBS. WAS NF-T2813 APPROVAL BY BOTH PARTIES. CHANGES TO THE DESIGN MAY RESULT IN INCREASED COST AND LEAD TIMES. WEIGHT: 57 LBS. WAS NF-T2812 3) ALL COUPLING,ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIPING TO OTHER PIPE DR. HSH/ELN SCALE MU: R 1894 DR. HSH/ELN "� E R 1894 MATERIALS SHALL BE APPROVED BY THE DISTRICT. CUSTOMER /COMPANY NAME: cN. RKB 1/a"=1" H-20 RATING 18" WATER METER FRAME CUSTOMER /COMPANY NAME: cN. RKB 1/8=1 SOUTH TAHOE PUD 18" WATER METER LID APP. SPT NEENAH FOUNDRY APP. SPT NEENAH FOUNDRY Cd ,— APP. APPROVED BY: DATE: NEENAH xt9c s_i r" APPROVED BY: _____________ DATE:______________ DATE D3-OS-2On PHONE 800-558-SODS DATE 03-08-2017 VP PHEONENBWe558-50J5 58 A� 4) ALL SEWER LATERAL REPAIRS SHALL BE BACKFILLED WITH COMPACTED OR JETTED CLASS 2 AGGREGATE WWW.DfDo.cDm PHOE BOOB234 J466529 W 18942000 B CAD DWG.REF: 18945001.DWG- I www.nfco.com PHONE 800 234KJ468 29 \r-18945001 B CAD DWG.REF: 18942000.DWG- 1 BASE MATERIAL AS REQUIRED BY THE DISTRICT PER TRENCH DETAIL. c 'L a) a) C ol c LJ..I I m / APPROVED N BY: SEWER LATERAL REPLACEMENT SOOTH Tq NOB O AT PIPE TRENCH A SSO4 JULIE II RYAN,DISTRICT ENGINEER STANDARD DETAIL SSO4 44 1 ,,� P.E.NO.CE 59002 c/R I L I rY o's DATE:11/7/2023 I SCALE:NTS O -C D- 1n ��16EFpgF` BY DATE REVISION APPROVED DATE SCALE DATE OQRo�NDiDHgI SOUTH TAHOE PUBLIC UTILITY DISTRICT D- 2 V- NTS 03/05/2026 •NE Ri 4.% __H ram' a) �� � � 2026 WATER METER 22 OF 23 SHEETS DESIGNED BY DRAWN BY J No. C93725 Z Q S�U �►, "0F 1275 MEADOW CREST DRIVE INSTALLATION PROJECT LH TR/LH * Exp. 6/30/26 * *- SOUTH LAKE TAHOE, CALIFORNIA 96150 o PROJECT CODE lb AS-BUILT DRAWN BY AS-BUILT DATE ,o�PwQ, • *a‘e`� PHONE (530) 544-6474 FAX (530) 541-4319 •0 (igr___ ("fr. 6?p�` /FofC � � t./� 1950 ' � UTILITY o- WWW.STPUD.US DETAILS AM I MTR _ STAKE STAKE EMBEDDING DETAIL FILTER FABRIC - FILTER FABRIC 12" BIO-WATTLE 1"X1"X24" OR 1"X1"X36" WOODEN STAKES PLACED AT 4' ON CENTER WRAP FABRIC UNDER KEY IN TOE OF FABRIC 1"X LUMBER AND RAMSET TO AC I I 1=111=1 11=1 „,il STACK GRAVEL BAGS L-- -- I - - --- TIGHTLY AROUND DROP —J 6" 4" ANCHOR TRENCH INLET ABUTTING CURB. 6" FENCE IN PAVEMENT SECTION FENCE IN NATIVE SOIL ANCHORING DETAIL 1"X1"X24" OR 1"X1"X36" ' STAKES Ca? 6' OC W/WELDED . WIRE FABRIC. DRAPE FILTER WOODEN STAKES PLACED AT 2' TO 4' ON CENTER FABRIC OVER FENCE AND DEPENDING ON SLOPE AND SOIL CONDITIONS ' - — — - TIE WITH TIE WIRES. 12" BIO-WATTLE 01/4 BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH 0..01 ON UPHILL SIDE 0..00.10. ANCHOR TRENCH 4" DEEP ee ///////////// ,-"\-- APPROVED STALLFILTER INSERT BELOW OR GRATES, ////////////// EXTEND FILTER FABRIC EIGHTEEN ///////.// INCHES (18") BEYOND THE EDGE ////./ / OF THE GRATE IN ALL DIRECTIONS 0/ NOTE: 1) SEDIMENT CONTROL BARRIERS USED ON SLOPES, AS CHECK DAMS OR AS SEDIMENT TRAPS SHALL BE BIO-WATTLES AS DISTRIBUTED BY BON-TERRA AMERICA INC. OR APPROVED EQUAL AND INSTALLED AS I NOTE: RECOMMENDED BY THE MANUFACTURE. 2) CLEAN GRAVEL FILLED BAGS MAY BE INSTALLED ON TOP OF WATTLES TO HOLD EACH IN PLACE IN LIEU OF 1) PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND. WOODEN STAKES AS FIELD CONDITIONS DICTATE. 3) WEIGHTED COIR LOGS ARE ALSO AN ACCEPTABLE ALTERNATIVE IN LIEU OF WOOD STAKES. IF WEIGHTED COIR LOGS ARE USED, THE WRAPPING MUST BE MAINTAINED TO AVOID LOSS OF GRAVEL. DRAINAGE INLET SEDIMENT 1 FILTER FA3RIC FENCE 2 COIR LOG PLACEMENT 3 PROTECTION D3 NO SCALE D3 NO SCALE D3 NO SCALE c 0 co Ppr i U c N 2 0 i I "TEE" POST, 4 PER O * lite EXCAVATION, 5' TALL MIN, J ��� - 6 MM (MIN) WITH SAFETY CAPS - IA � � �/ PLASTIC OR Q * At IMPERVIOUS CD IMPERVIOUS F * * \ COVERING rn \\\ r,—_ --,—s— --,—_, co WI � cItA4 N A40 f \ EXCAVATION OPENING, CV WOOD 2X 1 2 ' \/\ ORANGErn 1 5'X8' SHOWN \ 1% MINIMUM TALL \//\\ ♦ ` CONSTRUCTION I � � l' ' \ FENCING 4' TALL MIN 1K* 4,\14-._ i A 10(4)-1-" X" ,i*..0 , " � �0 / // //\ J00 1`00�4 ' 3v 05 CI 4001(11/4 * *10 A01** itio40, 40 Lori% 144- *Pi* 1 / \ \ o iMfoAK l_i iivo4k rwr • \, , z , •QOO ��gio, Att , \ .0 11111: e�D \/\♦ O OOOOO .0 8'X4' 1" MIN PLYWOOD I III r��J�f �J�� f��J�� U � 0 O SHEET, 2 SHEETS TYPICAL 000� PER EXCAVATION o/�y 0000000 ��O 0 0 0 0 0 0 0 - CI Ilk • n i ill lli '1��^I _ _ '111lIII _ ii _ Ill I�III �I�II N �� WEIGHTED FIBER ROLL OR FLAP FOR ACCESS, O co WEIGH-DOWN WHEN / °' _ - - NON-WEIGHTED FIBER ROLL NOT IN USE (OVERLAP \ / a) WITH GRAVEL BAGS AT END 42" MIN TALL TRAFFIC CONE, 2 MIN PER 07 AND EVERY 36" 10" MIN) EXCAVATION PLACE ON STREET SIDE 48" TALL METAL o m •.• .. TYPICAL PROTECTED EXCAVATION ET_FENCE POSTS (TYP) o WOOD 2x. MAINTAIN I 1 3" SPACING MIN. n. NOTES: 1. ALL STOCKPILES SHALL BE COVERED AND PROTECTED AT THE END OF EACH WORK DAY. m INCORRECT SECTION CORRECT 2. LOCATE STOCK AND/OR SPOIL PILES AWAY FROM DRAINAGE COURSES, DRAIN INLETS OR CONCENTRATED FLOWS / ci OF STORMWATER. NOTES: U NOTES: 3. ALL STOCK AND/OR SPOIL PILE PERIMETERS SHALL BE PROTECTED WITH TEMPORARY LINEAR SEDIMENT BARRIERS. 1) ALL EXCAVATIONS SHALL BE COVERED AND PROTECTED AT THE END OF EACH WORK DAY. I 4. COVER ALL STOCK AND/OR SPOIL PILES WITH 6 MM PLASTIC, CANVAS TARP OR IMPERVIOUS COVER TO PREVENT 2) EXCAVATIONS IN PAVEMENT OR PARTIALLY IN PAVEMENT SHALL BE COVERED WITH A STEEL TRENCH 1) PLACING ANY MATERIAL -TEMPORARY OR OTHERWISE- WITHIN PROTECTIVE FENCING OR ENTERING PROTECTION WIND AND RAIN EROSION. EVENLY SPACE WEIGHTS (GRAVEL BAGS) ON COVER TO KEEP IN PLACE DURING WIND. 03 PLATE WITH A MINIMUM OF TWO TRAFFIC CONES 42" TALL. EXCAVATION IN THE ROADWAY SHALL BE AREAS MAY RESULT IN A FINE. (TRPA SEC. 65.2.1 I AND J) 5. CONDUCT REGULAR INSPECTIONS OF STOCK AND/OR SPOIL PILES DURING AND AFTER RAIN EVENTS COVERED WITH A TRENCH PLATE AND THE EDGES SHALL BE COLD MIXED. SEE GENERAL NOTE #14. c' 6. VERY LARGE STOCK AND/OR SPOIL PILES MAY REQUIRE SILT FENCE IN LIEU OF FIBER ROLLS. c 2) FORTY EIGHT INCH (48") ORANGE PLASTIC FENCING TYPICAL, METAL OR WIRE MESH FENCING MAY BE REQUIRED 7. REMOVE SPOIL PILES FROM CONSTRUCTION SITE AS SOON AS POSSIBLE. w PER TRPA. 8. STOCK/SPOIL PILES MUST BE STORED WITHIN THE APPROVED STAGING AREA. c 01 c 3) ACTIVITY WITHIN THE DRIP LINE OF A TREE MUST BE AUTHORIZED BY AND DISCUSSED WITH TRPA IN THE FIELD w BEFORE IT MAY OCCUR. IF WORK OS TRAFFIC HAS BEEN APPROVED WITHIN THE DRIP LINE AREA, THE PLACEMENT I OF WOOD 2X MATERIAL IS REQUIRED m 4 VEGETATION PROTECTIO\ FENCING 6 TEVPOPAPY STOCKPILE COVER D3 SECURE OPEN EXCAVATIONS o N D3/ NO SCALE NO SCALE D3 NO SCALE a> 0 t 0_ � ` A BY DATE REVISION APPROVED DATE SCALE DATE OQR��ND�DHgI SOUTH TAHOE PUBLIC UTILITY DISTRICT D- 3 0, v NTS 03/05/2026 k �rE R/0, 40 2026 WATER METER § EISI % DESIGNED BY DRAWN BY J No. C93725�Z gpVr" rAhoF 1275 MEADOW CREST DRIVE INSTALLATION PROJECT 23 OF 23 SHEETS LH TR LH * Exp. 6/30/26 * SOUTH LAKE TAHOE, CALIFORNIA 96150 / 7 mlIZ / sewej �~ PHONE (530) 544-6474 FAX (530) 541-4319 PROJECT CODE 'g AS BUILT DRAWN BY AS-BUILT DATECV1 - i0t� peso 0 ois 6PAFOFCA��Fooc unur„pot WWW.STPUD.US DETAILS AM I MTR X