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HomeMy WebLinkAbout2026.05.07 Item 6c Attachment 3 of 3 Project PlansOF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g CO V E R S H E E T G1 1 SHEET TITLE G1 COVER G2 GENERAL NOTES G3 STAGING AREAS P1 PLAN SHEET - STA 10+00 TO 20+00 P2 PLAN SHEET - STA 20+00 TO 30+00 P3 PLAN SHEET - STA 30+00 TO 40+00 P4 PLAN SHEET - STA 40+00 TO 50+00 P5 PLAN SHEET - STA 50+00 TO 60+00 P6 PLAN SHEET - STA 60+00 TO 70+00 P7 PLAN SHEET - STA 70+00 TO 80+00 P8 PLAN SHEET - STA 80+00 TO 90+00 P9 PLAN SHEET - STA 90+00 TO 97+27 D1 DETAILS D2 DETAILS D3 DETAILS D4 DETAILS D5 DETAILS PRV1 SUSQUEHANA PRV PRV2 JICARILLA PRV PRV3 GOLDEN BEAR PRV E1 ELECTRICAL E2 ELECTRICAL E3 ELECTRICAL E4 ELECTRICAL I1 INSTRUMENTATION I2 INSTRUMENTATION I3 INSTRUMENTATION I4 INSTRUMENTATION TC1 CALTRANS STANDARD PLANS - T9 TC2 CALTRANS STANDARD PLANS - T13 TC3 CALTRANS STANDARD PLANS - T13B B1 EROSION CONTROL PLAN - BLACK BART STAGING AREA B2 EROSION CONTROL PLAN - BONE YARD STAGING AREA B3 EROSION CONTROL PLAN - STA 10+00 TO 30+00 B4 EROSION CONTROL PLAN - STA 30+00 TO 50+00 B5 EROSION CONTROL PLAN - STA 50+00 TO 70+00 B6 EROSION CONTROL PLAN - STA 70+00 TO 90+00 B7 EROSION CONTROL PLAN - STA 90+00 TO 96+25 U S 88 267 89 50 89 89 80 INTERSTATE 431 28 341 U S 50 U S 50 U S 395 U S 395 207 89 89 4 N 1 inch = ft. GRAPHIC SCALE 500 PROJECT LOCATION US FOREST SERVICE APN 080-050-002-000 US FOREST SERVICE APN 080-030-002-000 CALIFORNIA TAHOE CONSERVANCY APN 080-010-015-000 US FOREST SERVICE APN 080-050-014-000 PIO N E E R T R A I L JICARILLA DR. S U S Q U E H A N A D R . MA R S H A L L T R A I L US FOREST SERVICE APN 080-030-002-000 GOLDEN BEAR TRAIL KOKANEE TRAIL CITY OF SOUTH LAKE TAHOE APN 080-010-013-000US FOREST SERVICE APN 080-010-012-000 MONTGOMERY ESTATES UNIT #9 HOMES APN 080-191-001-000 MONTGOMERY ESTATES UNIT #9 HOMES APN 080-192-029-000 P1 P2 P3 P4 P5 P6 P7 P8 P9 NOTE: 1.CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER WILL BE ENCOUNTERED WITHIN 5 FT BELOW GROUND SURFACE IN SEZ ZONES. DEWATERING PER SPECIFICATIONS REQUIRED. = SEZ ZONE STREAM ENVIROMENT ZONE OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g GE N E R A L N O T E S G2 2 EXISTING: EDGE OF PAVEMENT: SEWER FORCE MAIN: SEWER: WATER: GAS: OVERHEAD UTILITY: TELEPHONE: CABLE TV STORM DRAIN: PROPERTY LINE: RIGHT-OF-WAY: WATER & GAS VALVE: WATER METER PIT: FIRE HYDRANT: MANHOLE: UTILITY VAULT: DROP INLET: SIGN: LIGHT: TREE: BOULDER: TELEPHONE POLE: GUY WIRE: PROPOSED: WATER MAIN LINE: SVC & FH LINES: 90° ELBOW: 45° ELBOW: 11° ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOW OFF: FLEX COUPLING: CUT AND CAP: BEGIN/END VERTICAL OFFSET: LEGEND WATER SERVICE & METER PIT: DOUBLE WATER SERVICE & 2 METER PITS: W AB AGGREGATE BASE AC ASPHALT CONCRETE AC ASBESTOS CEMENT APPX APPROXIMATELY AVE AVENUE BGS BELOW GROUND SURFACE BF BUTTERFLY C&G CURB AND GUTTER CF CUBIC FEET CL CENTERLINE CPLG COUPLING CTC CALIFORNIA TAHOE CONSERVANCY CTS COPPER TUBING SIZE CSLT CITY OF SOUTH LAKE TAHOE DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW DRIVE WAY E EXISTING E/CL EAST OF CENTERLINE EA EACH ELEC ELECTRIC ELEV ELEVATION ELL ELBOW EOP EDGE OF PAVEMENT FG FINISHED GRADE FH FIRE HYDRANT FI FLUSH INLET FL FLOW LINE FL FLANGE FM FORCE MAIN G GAS GA GAUGE GALV GALVANIZED GB GRADE BREAK GPM GALLONS PER MINUTE GS GAS SERVICE, GROUND SHOT H HEIGHT HORZ, HO HORIZONTAL, HORIZONTAL OFFSET HWY HIGHWAY ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IPS IRON PIPE SIZE JT JOINT L LENGTH LF LINEAR FEET LN LANE LOC LOCATION LT LEFT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MJ MECHANICAL JOINT MIN MINIMUM N/CL NORTH OF CENTERLINE N NORTH/NEW NA NOT APPLICABLE NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OS OFFSET PCC PORTLAND CEMENT CONCRETE PE, POLY POLYETHYLENE P PROPOSED, PROVIDE PL PROPERTY LINE PP POWER POLE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTW PIPE TRACER WIRE PVC POLYVINYL CHLORIDE QTY QUANTITY R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE REQ'D REQUIRED REVEG REVEGETATION RJ RESTRAINED JOINT RT RIGHT ROW RIGHT-OF-WAY S/CL SOUTH OF CENTERLINE SCH SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEZ STREAM ENVIRONMENT ZONE SQ FT SQUARE FOOT SHT SHEET SPEC SPECIFICATIONS SQ SQUARE SS SANITARY SEWER, STAINLESS STEEL SSL SANITARY SEWER LATERAL SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STL STEEL STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT STR STRUCTURE SVC SERVICE TEL TELEPHONE TAN TANGENT TBC TOP BACK CURB TBD TO BE DETERMINED TEMP TEMPORARY TG TOP OF GRATE TOP TOP OF PIPE TR TOP OF RIM TRPA TAHOE REGIONAL PLANNING AGENCY TYP TYPICAL UG UNDERGROUND UNK UNKNOWN USFS U.S. FOREST SERVICE UTIL UTILITY ABBREVIATIONS GENERAL NOTES 1)THE FOLLOWING GENERAL NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THERE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. 2)CONTRACTOR SHALL HAVE SIGNED PLANS, SPECIFICATION AND PERMITS IN THEIR POSSESSION PRIOR TO COMMENCEMENT OF WORK. 3)THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, LOCAL AGENCIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. LOCATION AND DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE BASED ON AVAILABLE RECORDS OR ELECTRONIC FILES INFORMATION. NEITHER THE OWNER NOT THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. NO GUARANTEE IS MADE AS TO THE ACCURACY OF THIS INFORMATION OR THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING UTILITIES. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACTOR SHALL NOTIFY MEMBERS OF UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING UNDERGROUND SERVICE ALERT 811. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF DEPTH BELOW THE EXISTING SURFACE. 4)CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A CALIFORNIA LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 5)PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT, FOR ACCEPTANCE BY THE GOVERNING AGENCY, A PROJECT SPECIFIC TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. ALL TRAFFIC CONTROL MEASURES SHALL MEET OR EXCEED THE REQUIREMENTS OUTLINED IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014), ALL ADVANCE WARNING SIGNS SHALL BE A 48" BY 48" MINIMUM. A FLAGGER SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK AREA AS TO SLOW OR STOP TRAFFIC THROUGH THE WORK AREA. ALL PORTABLE DELINEATORS SHALL BE PLACED A MAXIMUM OF 20 FEET APART. 6)UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL ABIDE BY THE FOLLOWING TRAFFIC CONDITIONS. CONTRACTOR SHALL MAINTAIN THE CONTINUOUS FLOW OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL. 7)UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON THE DRAWINGS. 8)WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 9)THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGING EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. 10)CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAW CUTTING OPERATION DURING OR IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. 11)CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL PARK ON EXISTING PAVED SURFACES OR EXISTING COMPACTED ROAD SHOULDERS. NO PARKING OFF PAVED SURFACES WHEN COVERED WITH SNOW OR MUDDY CONDITIONS EXIST. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. 12)ALL SEWER PIPES DAMAGED DURING THE EXECUTION OF THE PROJECT SHALL BE REPAIRED PER DETAILS. 13)CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER TO BE ENCOUNTERED WITHIN 5 FEET BELOW GROUND SURFACE IN SEZ AREAS, AS DEPICTED ON SHEET INDEX MAP (SHT G1). DEWATERING PER SPECIFICATIONS REQUIRED. 14)WORK SHALL BE IN CONFORMANCE WITH THE ENCROACHMENT PERMIT ISSUED BY THE CITY OF SOUTH LAKE TAHOE. NO WORK SHALL OCCUR ON SATURDAYS OR SUNDAYS OR HOLIDAYS WITHOUT WRITTEN PERMISSION FROM THE DISTRICT AND THE CITY OF SOUTH LAKE TAHOE. 15)ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE HOT PATCHED AS REQUIRED PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAY'S WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. 16)ALL SIGNAGE REMOVED OR DAMAGED SHALL BE REPLACED TO CURRENT STANDARDS. 17)THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRICAL LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE OWNER OF THE ELECTRIC LINES. 18)THE CONTRACTOR SHALL PROVIDE ALL SHEETING AND SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES, AND FACILITIES. 19)A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. WHERE WATER MAINS MUST CROSS SANITARY SEWER, NO PIPE JOINTS SHALL BE PLACED WITHIN 10 FEET OF THAT CROSSING.WHERE IT IS IMPRACTICAL TO MAINTAIN THE MINIMUM CLEARANCE, WRITTEN DIRECTION WILL BE PROVIDED BY THE DISTRICT ENGINEER. 20)MAINTAIN 1' VERTICAL CLEARANCE FROM ALL GAS MAINS. Know what's before you dig.Call below. 16"P V, VO VERTICAL, VERTICAL OFFSET VAR VARIES W WATER W/WITH W/CL WEST OF CENTERLINE WL WATERLINE WM WATER METER WS WATER SERVICE WV WATER VALVE XING CROSSING YD YARD WATERLINE GENERAL NOTES 1)THE CONTRACTOR SHALL POTHOLE ALL UTILITY AND STORM DRAIN CROSSINGS ALONG THE PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE RESULTS OF THE POTHOLE IN WRITING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION REGARDING FACILITY LOCATION OR ALIGNMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CORRECTIVE WORK BE REQUIRED. THE DISTRICT ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. 2)ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL BLOW OFFS NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER MAINS ACCORDING TO DETAIL 2 ON SHEET D3 AND AS REQUIRED BY THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD AND PROJECT SPECIFICATIONS. 3)WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS, THE MAXIMUM WIDTH FOR ASPHALT REPLACEMENT THAT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS TWENTY FOUR INCHES (24"), AS PROVIDED IN THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING THAT IS DISTURBED DURING CONSTRUCTION. 4)ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE COLD PATCHED AS REQUIRED PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAY'S WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. 5)THE CONTRACTOR SHALL PROVIDE, ON ALL NON-CONDUCTIVE PIPING, CONTINUOUS INSULATED TRACER WIRE RATED FOR DIRECT BURY (#10 SOLID COPPER OR #12 COPPER CLAD STEEL) WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX INSTALLATIONS WITH A MINIMUM OF 1 FT EXCESS TRACER WIRE FOR FUTURE SERVICE CONNECTIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING 3M DBR-6 SPLICE KIT OR APPROVED EQUAL. 6)WHEN HOT TAPPING A WATER MAIN: CONTRACTOR SHALL EXCAVATE, SHORE AND SHIELD EXISTING WATER MAIN. CONTRACTOR SHALL PRESSURE TEST SADDLE AND GATE VALVE PRIOR TO HOT TAP. CONTRACTOR SHALL PROVIDE ACCESS AND TRAFFIC CONTROL FOR DISTRICT CREWS TO HOT TAP WATER MAIN. ALL HOT TAPS SHALL BE DONE TUESDAYS THRU THURSDAYS. CONTRACTOR SHALL REQUEST IN WRITING FORTY EIGHT (48) HOURS IN ADVANCED FOR DISTRICT CREWS TO PERFORM HOT TAP. 7)AFTER THE NEW WATER MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE TO BE ABANDONED. A MECHANICAL JOINT CAP OR OTHER METHOD OF CAPPING APPROVED BY THE DISTRICT ENGINEER MAY BE USED IN LIEU OF WELDED CAP. AFTER THE PIPE TO BE ABANDONED HAS BEEN FILLED WITH SLURRY BACKFILL, AS DESCRIBED IN THE SPECIFICATIONS, BLIND-FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. EXISTING FIRE HYDRANTS ARE TO BE ABANDONED AT THE ISOLATION VALVE AND REMOVED FROM THE PROJECT AREA AND RETURNED TO THE DISTRICT BY THE CONTRACTOR. THE ISOLATION VALVE IS TO BE BLIND FLANGED OR CAPPED BY OTHER APPROVED METHOD. 8)ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE #7 AND DETAIL WS06 ON SHEET D2. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND MARKED IN THE FIELD. 9)THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HANDLING AND PROPER DISPOSAL OF DISTRIBUTION SYSTEM WATER ENCOUNTERED DURING SYSTEM TIE-INS IN ACCORDANCE WITH THE SPECIFICATIONS. FOR THIS PROJECT, THE CONTRACTOR SHALL ASSUME THAT UP TO 3,000 GALLONS OF WATER WILL BE ENCOUNTERED AT EACH TIE-IN. BMP GENERAL NOTES 16)ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER PREVAILING SITE CONDITIONS AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED, WILL BE USED. 17)NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED ANYWHERE ON THE SUBJECT PROPERTY UNLESS AUTHORIZED BY TRPA IN WRITING. 18)NO VEHICLE OR HEAVY EQUIPMENT SHALL BE ALLOWED IN A STREAM ENVIRONMENT ZONE (SEZ) OR WET AREA EXCEPT AS AUTHORIZED BY TRPA. 19)THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DISTURBANCE OR CONTAMINATION TO ANY DRY WELLS, STORM WATER COLLECTION OR RETAINAGE SYSTEMS INCLUDING STORM DRAIN PIPE, CURB & GUTTER, VALLEY GUTTERS AND HORIZONTAL DRAINS THROUGH OUT THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO DISTRICT. THE CONTRACTOR SHALL NOT STOCK PILE ANY MATERIAL UPON ANY DRAINAGE FACILITIES. 20)ALL CONSTRUCTION SHALL BE WINTERIZED BY OCTOBER 15 TO REDUCE THE WATER QUALITY IMPACTS ASSOCIATED WITH WINTER WEATHER AS FOLLOWS: A.FOR THE SITES THAT WILL BE INACTIVE BETWEEN OCTOBER 15 AND MAY 1: 1.1 TEMPORARY EROSION CONTROLS SHALL BE INSTALLED 1.2 TEMPORARY VEGETATION PROTECTION FENCING SHALL BE INSTALLED 1.3 DISTURBED AREAS SHALL BE STABILIZED 1.4 ONSITE CONSTRUCTION SLASH AND DEBRIS SHALL BE CLEANED UP AND REMOVED 1.5 WHERE FEASIBLE, MECHANICAL STABILIZATION AND DRAINAGE IMPROVEMENTS SHALL BE INSTALLED 1.6 SPOIL PILES SHALL BE REMOVED FROM THE SITE B.FOR THE SITES THAT WILL BE ACTIVE BETWEEN OCTOBER 15 AND MAY 1, IN ADDITION TO THE ABOVE REQUIREMENTS: 1.1 PERMANENT MECHANICAL EROSION CONTROL DEVICES SHALL BE INSTALLED, INCLUDING PAVING OF THE DRIVEWAYS AND PARKING AREAS. 1.2 PARKING OF VEHICLES AND STORAGE OF BUILDING MATERIALS SHALL BE RESTRICTED TO PAVED AREAS. 1.3 ALL WORK PERFORMED DURING THIS PERIOD MUST BE PERFORMED SO THAT THE PROJECT CAN BE WINTERIZED WITHIN 12 HOURS OF DIRECTION TO DO SO. 1)ON-SITE WORK SHALL BE PERFORMED FROM 8 AM TO 6 PM, MONDAY THROUGH FRIDAY. WORK OUTSIDE THESE HOURS MUST BE APPROVED BY THE DISTRICT AND COUNTY A MINIMUM OF 48-HOURS BEFORE THE ABNORMAL WORKING HOURS ARE SCHEDULED TO BEGIN. 2)THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY (TRPA) STANDARD CONDITIONS OF APPROVAL (ATTACHMENT Q). A PRE-GRADE INSPECTION SHALL BE COMPLETED PRIOR TO ANY SAWCUTTING OR EXCAVATION ACTIVITIES. 3)THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT AND THE CITY OF SOUTH LAKE TAHOE'S OR THE ELDORADO COUNTY'S ENCROACHMENT PERMIT. 4)NOISE SHALL BE REDUCED BY MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION VEHICLES AND EQUIPMENT. WHERE FEASIBLE, SOLENOID PAVEMENT BREAKERS WILL BE USED IN LIEU OF AIR POWERED JACK HAMMERS. 5)NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:30 PM. 6)THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE. 7)CONTRACTOR SHALL PROVIDE A VACUUM SWEEPER TRUCK FOR CLEANING OF THE SITE DURING AND AFTER CONSTRUCTION EACH DAY AS REQUIRED TO PREVENT SEDIMENT RUN OFF AND TO AID IN DUST CONTROL. 8)CONTRACTOR SHALL PROVIDE CRUSHED ROCK IN AREAS OF TEMPORARY CONSTRUCTION ACCESS TO MINIMIZE MIGRATION OF SEDIMENT. 9)ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH PRE-EXISTING CONDITIONS. UNIMPROVED AREAS AND AREAS NOT LANDSCAPED SHALL BE REVEGETATED WITH NATIVE SPECIES PER TRPA BEST MANAGEMENT PRACTICES (BMP). EXISTING VEGETATION REMOVED DURING CONSTRUCTION SHALL BE CHIPPED AND MULCHED ON SITE AND STORED FOR USE DURING REVEGETATION. 10)ALL TREES IN JEOPARDY OF DAMAGE BY CONSTRUCTION ACTIVITIES AS DETERMINED BY THE DISTRICT SHALL BE PROTECTED PER DETAIL 4 ON PAGE D4. 11)SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT DANGER OF VIOLATING THIS CONDITION EXISTS. 12)DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES, SUCH AS EROSION CONTROL, DUST CONTROL AND VEGETATION PROTECTION DEVICES SHALL BE MAINTAINED AT ALL TIMES. 13)LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING APPROPRIATELY COVERED AT THE END OF EACH WORK DAY OR WHEN REQUIRED BY TRPA. 14)ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY. NO EXCESS MATERIAL SHALL BE STORED ON SITE AFTER HOURS. 15)EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER POSSIBLE. NO MATERIAL SHALL BE STORED IN ANY STREAM ENVIRONMENT ZONE (SEZ) OR WET AREA. M LIMITS OF (E) PAVEMENT OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A G I N G A R E A S G3 3 LOCATION DIRECTIONS: FROM HIGHWAY 50/LAKE TAHOE BLVD OR PIONEER TRAIL, TAKE AL TAHOE BLVD TO THE NORTH GATE ACCESS ROAD DISTRICT'S NORTH GATE LOCKED VERTICAL LIFT GATE MAXIMUM HEIGHT 14 FEET MAINTAIN FULL WIDTH OF ACCESS LOOP FOR DISTRICT 24 HOUR OPERATION CONTRACTOR STAGING AREA (APPROXIMATELY 15,000 SF) CITY OF SOUTH LAKE TAHOE PLAY FIELDS SIGN BONE YARD STAGING AREA 1.BONEYARD 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. 2.ONCE CONTRACTOR HAS MOBILIZED TO THE PROJECT AREA, BONEYARD STAGING AREA TO ONLY BE USED FOR STAGING NEW AGGREGATE AND SOIL MATERIALS (NO PIPELINE MATERAILS OR EQUIPMENT TO BE STAGED IN THIS AREA, EQUIPMENT USED FOR LOADING AND PROCESSING MATERIALS IS OKAY). PROJECT EXCAVATED SOIL MATERIAL MAY BE STAGED IN THIS AREA IF IT IS BEING SCREENED TO BE REINSTALLED ON THE PROJECT. 3.ALL EXCESS SPOILS ARE TO BE DISPOSED OF AT A TRPA APPROVED LOCATION, NO STORAGE OF SPOILS WHICH ARE NOT SCHEDULED TO BE REINSTALLED. 4.NO DEBRIS, ASPHALT, ROOTS, TRASH, ETC WILL BE ALLOWED IN STAGING AREA. 5.NO VEHICLE OR EQUIPMENT MAINTENACE ALLOWED IN STAGING AREA. NO STORAGE OF FUEL, OIL, DEF, OR OTHER FLUIDS ALLOWED. 6.USE OF BONEYARD STAGING AREA LIMITED TO BETWEEN MAY 1 AND OCTOBER 15. THIS STAGING AREA MUST BE COMPLETELY DEMOBILIZED AND CLEANED UP PRIOR TO OCTOBER 15. 7.CONTRACTOR TO INSTALL BMPS CONSISTING OF FILTER FABRIC FENCE PER DETAIL 2 ON D5 ON THE DOWNSLOPE SIDE OF STAGING AREA PRIOR TO STAGING OF ANY SOIL MATERIAL. BMPS ARE TO BE MAINTAINED THROUGHOUT THE USE OF THIS AREA. 8.CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY CONVENIENCES AT ALL STAGING AREAS PER STPUD SPECS. BONE YARD STAGING AREA NOTES: BLACK BART AVE. PI O N E E R T R . BLACK BART STAGING AREA 1.NO MATERIAL HANDLING ALLOWED AT THIS LOCATION. BLACK BART STAGING AREA NOTES: CONTRACTOR STAGING AREA (APPROXIMATELY 4,100 SF) M C G SC O 2073 SUSQUEHANA DR. 2062 SUSQUEHANA DR. PIONEER TRAIL 2070 SUSQUEHANA DR. 1 1 2 3 2 10 + 0 0 11 + 0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+0016" x 8" BRANCH TEE (FL) 16" BF VALVE (FLXMJ) 8" ADAPTER (FLXMJ) 16" BLIND FLANGE STA:11+06 W 3 SINGLE 3/4" WATER SERVICE AND CONNECT TO EXISTING METER (E) 8" STEEL WATER MAIN (PINE VALLEY ZONE) 8" H I G H P R E S S U R E S T E E L G A S GO U N D E R , S E E N O T E 5 COUNTY ROW, TYP BU R I E D C O M M ± 3 ' C O V E R , G O U N D E R (E ) 2 " M P E G A S (E ) 6 " A C S E W E R REMOVE EXISTING FLUSH-OUT ASSEMBLY & PLUG WITH CONCRETE. REMOVE TREES, #2 & #3REMOVE TREE, #1 0 9 + 6 3 INSTALL 8" & 2" PRV AND VAULT, INSTALL FIRE HYDRANT CONNECT TO (E) WL D3 1 D2 5 PRV1 1 D5 3 D5 3 REMOVE TREES, #4 D5 3 6405 6410 6415 6420 6425 6430 6435 6440 6445 6450 6455 6460 6405 6410 6415 6420 6425 6430 6435 6440 6445 6450 6455 6460 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 (E) GRADE 16" DIP 16" DIP 8" DIP 8" DIP(E) 8" STEEL BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:11+06 (E) 8" GAS MAIN SEE NOTE 1 SEE NOTE 5 STA:10+65 (E) BURIED COMM SEE NOTE 1 STA:10+53 FIRE HYDRANT SEE DETAIL 1, SHEET PRV1 STA:9+80 BRANCH TEE SEE DETAIL 1, SHEET PRV1 STA:10+00 WATER SERVICE TO 2073 SUSQUEHANA STA:9+73 CONNECT TO (E) 8" STEEL WL PER DETAIL 1, SHEET PRV1 STA:9+63 2" & 8" PRVs, AND PRV VAULT SEE DETAIL 1, SHEET PRV1 BRANCH TEE SEE DETAIL 1, SHEET PRV1 STA:9+83 48" MIN COVER, TYP D2 6 D2 1,2 D2 1,2 D2 1,2 D2 1,2 8" DIPD2 1,2 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 1 0 + 0 0 T O 2 0 + 0 0 P1 4 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 2 0 + 0 0 ( S E E S H E E T P 2 ) NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL NOTIFY SOUTHWEST GAS A MINIMUM OF 72 HOURS IN ADVANCE DURING ALL WORK TO OCCUR WITHIN 5 FEET OF GAS UTILITIES. SOUTHWEST GAS IS REQUIRED TO BE ON STANDBY DURING EXCAVATIONS WITHIN 10 FEET OF HIGH-PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10 FEET OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2 FEET OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE FULLY RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED PIPE AND/OR FITTING MANUFACTURER'S RECOMMENDATION. D3 41 KEYNOTES: UTILITY CROSSING. PROVIDE VERTICAL OFFSET OF WATERLINE PER AS REQ'D. SEE NOTE 1 AND 4, THIS SHEET. 16" DIP, PER 8" DIP, PER D2 1,22 SUSQUEHANA DRIVE D1 5 3 D2 1,2 D1 5 D2 5 6365 6370 6375 6380 6385 6390 6395 6400 6405 6410 6415 6420 6365 6370 6375 6380 6385 6390 6395 6400 6405 6410 6415 6420 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 (E) GRADE 16" DIP FIRE HYDRANT STA:20+67 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:20+67 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:24+52 48" MIN COVER, TYP D2 6 D2 1,2 G M M H E L E C S D M M M M W W W W 30"P SC O S S M 1772 PIONEER TRAIL 2015 JICARILLA DR. 1968 JICARILLA 1794 PIONEER TRAIL 1797 PIONEER TRAIL 1801 PIONEER TRAIL PIONEER TRAIL PIONEER TR A I L 16" DIP16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:20+67 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 D1 5 FIRE HYDRANT STA:20+67 W REMOVE TREE 16" DIPD2 1,2 D1 5 16" x8" BRANCH TEE (FL) 2 - 16" BF VALVES (FLXMJ) 8" GATE VALVE (FLXMJ) STA:24+52 D2 1,2 D1 5 1 1 D2 5 8" DIP 16" DIP 8" H I G H P R E S S U R E S T E E L G A S GO U N D E R S E E N O T E 5 BU R I E D C O M M PROPERTY LINE, TYP EXISTING DIRT ROAD. MAINTAIN ACCESS THROUGHOUT CONSTRUCTION. (E) 8" STL, ABANDON SECTION FILL W/ SLURRY REMOVE TREES,#5 & #6 (E) 1" PVC (E) 2" PVC (E) ELEC, GO UNDER INSTALL 8" & 2" PRV AND VAULT, INSTALL FIRE HYDRANT CONNECT TO (E) WL CUT AND CAP CONNECT TO (E) WL W/ TRANSITION COUPLING D2 5 D2 1,2 D2 1,2 D2 6 PRV2 1 D5 3 ABANDON (E) FH SINGLE 3/4" WATER SERVICE AND CONNECT TO EXISTING METER D3 1 2007 JICARILLA DR. OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 2 0 + 0 0 T O 3 0 + 0 0 P2 5 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 2 0 + 0 0 ( S E E S H E E T P 1 ) M A T C H L I N E 3 0 + 0 0 ( S E E S H E E T P 3 ) JICARILLA DRIVE NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. D3 41 KEYNOTES: UTILITY CROSSING. PROVIDE VERTICAL OFFSET OF WATERLINE PER AS REQ'D. SEE NOTE 1 AND 4, THIS SHEET. D1 5 1801 PIONEER TRAIL U.S. FOREST SERVICE APN 080-050-002-000 PIONEER T R A I L PIONEER T R A I L PIONEER TRAIL PIONE E R T R A I L FIRE HYDRANT STA:30+42 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:30+42 45° BEND (MJXMJ), STA:34+70 45° BEND (MJXMJ), STA:34+88 D2 6 REMOVE TREE, #7 16" DIP PROTECT EXISTING GUARDRAILS AND SIGNS THROUGHOUT CONSTRUCTION EXI S T I N G D I R T R O A D . 16" DIP REMOVE TREES, #8 & #9 22.5° BEND (MJXMJ), STA:39+92 D2 1,2 D2 5 D1 5 D2 1,2 D1 5 D5 3 D5 3 6345 6350 6355 6360 6365 6370 6375 6380 6345 6350 6355 6360 6365 6370 6375 6380 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 (E) GRADE 16" DIP 16" DIP FIRE HYDRANT STA:30+42 22.5° BEND (MJXMJ), STA:34+70 22.5° BEND (MJXMJ), STA:34+88 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:30+42 22.5° BEND (MJXMJ), STA:39+92 48" MIN COVER, TYP D2 1,2 D2 6 D2 5 D2 1,2 D1 5 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 3 0 + 0 0 T O 4 0 + 0 0 P3 6 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) M A T C H L I N E 4 0 + 0 0 ( S E E S H E E T P 4 ) MA T C H L I N E 3 0 + 0 0 ( S E E S H E E T P 2 ) N 1 inch = ft. GRAPHIC SCALE 40 NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. D1 5 C B PIONEER TRAIL PIONEER TRAIL FIRE HYDRANT STA:40+27 END OF GUARD RAIL PROTECT IN PLACE 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:48+19 FIRE HYDRANT STA:48+19 22.5° BEND (MJXMJ) STA:40+12 40+ 0 0 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:40+27 16" DIP EXISTING DIRT ROAD. MAINTAIN ACCESS THROUGHOUT CONSTRUCTION. (E) FENCE REMOVE TREE, #10D2 5D2 1,2 D2 5 D2 6 D2 6 D1 5 D5 3 6335 6340 6345 6350 6355 6360 6365 6370 6335 6340 6345 6350 6355 6360 6365 6370 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 (E) GRADE 16" DIP FIRE HYDRANT STA:48+19 FIRE HYDRANT STA:40+27 45° BEND (MJXMJ), STA:40+12 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:40+27 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:48+19 48" MIN COVER, TYP D2 6 D2 6 D2 1,2 D2 5 D2 5 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 4 0 + 0 0 T O 5 0 + 0 0 P4 7 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) MA T C H L I N E 5 0 + 0 0 ( S E E S H E E T P 5 ) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 4 0 + 0 0 ( S E E S H E E T P 3 ) NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. D1 5 STAGING AREA (~2,700 SF) PIONEER TRAIL PIONEER TRAIL (E) FENCE 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:57+96 FIRE HYDRANT STA:57+96 REMOVE TREES, #11 & #12 16" DIP (E) SIGN, PROTECT IN PLACE OR REPLACE IF NECESSARY (E) FENCE, PROTECT THROUGHOUT CONSTRUCTION (E) SIGN, PROTECT THROUGHOUT CONSTRUCTION REMOVE TREE, #13 STAGING ARE A (~4200 SF) D1 5 D2 1,2 D2 5 D2 6 D5 3 D5 3 6315 6320 6325 6330 6335 6340 6345 6350 6355 6360 6315 6320 6325 6330 6335 6340 6345 6350 6355 6360 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 (E) GRADE 16" DIP FIRE HYDRANT STA:57+96 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:57+96 48" MIN COVER, TYP D2 6 D2 1,2 D2 5 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 5 0 + 0 0 T O 6 0 + 0 0 P5 8 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) M A T C H L I N E 6 0 + 0 0 ( S E E S H E E T P 6 ) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 5 0 + 0 0 ( S E E S H E E T P 4 ) NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. D1 5 CB E S S U.S. FOREST SERVICE APN 080-030-002-000 PIONEER TRAIL PIONEER TRAIL1 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 1 1 22.5° BEND (MJXMJ) STA:62+18 22.5° BEND (MJXMJ) STA:62+58 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:67+21 FIRE HYDRANT STA:67+21 22.5° BEND(FLxFL) ROTATE BRANCH TEE DOWNWARD 22.5° TO PROVIDE DRAIN 16" DIP (E ) 8 " H I G H P R E S S U R E S T E E L G A S SE E N O T E 5 (E ) B U R I E D C O M M (E ) 1 0 " A C S E W E R ±1 3 . 5 ' C O V E R G O O V E R SE E N O T E 1 (E ) 2 4 " S T O R M D R A I N (E ) 3 6 " S T O R M D R A I N ±1 0 . 5 ' C O V E R G O O V E R SE E N O T E 1 (E ) J O I N T T R E N C H SE E D E T A I L 1 , TH I S S H E E T T H I S S H E E T 1 D2 6 D2 1,2 D1 5 D2 5 6280 6285 6290 6295 6300 6305 6310 6315 6320 6325 6330 6335 6280 6285 6290 6295 6300 6305 6310 6315 6320 6325 6330 6335 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 (E) GRADE 16" DIP (E) 30" STORM DRAIN CROSSING STA:66+26 ELEV:6288.90 SEE NOTE 1 22.5° BEND STA:62+18 22.5° BEND STA:62+58 (E) 8" SEWER MAIN CROSSING STA:67+82 ELEV:6288.88 SEE NOTE 1 FIRE HYDRANT STA:67+21 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:67+21 48" MIN COVER, TYP D2 6 D2 1,2 D2 5 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 6 0 + 0 0 T O 7 0 + 0 0 P6 9 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) MA T C H L I N E 7 0 + 0 0 ( S E E S H E E T P 7 ) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 6 0 + 0 0 ( S E E S H E E T P 5 ) NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. 1 KEYNOTES: UTILITY CROSSING. PROVIDE VERTICAL OFFSET OF WATERLINE PER AS REQ'D. SEE NOTE 1 AND 4.D3 4 DETAIL 1 PROVIDED BY EDC D1 5 E PIONEE R T R A I L PIONEER TRAIL 70+00 71+00 72+00 73 + 0 0 74+00 75+00 76+00 77+00 78+00 79+00 80+00 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:77+07 FIRE HYDRANT STA:77+07 FIELD FIT 16" DIP (E ) 8 " H I G H P R E S S U R E ST E E L G A S (E ) J O I N T T R E N C H SE E D E T A I L 1 , TH I S S H E E T SEE D E T A I L 2 , T H I S S H E E T STAGING AR E A (~1900 SF) 22.5° BEND (MJXMJ) STA:73+18 22.5° BEND (MJXMJ) STA:72+93 22.5° BEND (MJXMJ) STA:77+20 22.5° BEND (MJXMJ) STA:77+45 D2 1,2 D2 6 D2 5 6285 6290 6295 6300 6305 6310 6315 6320 6325 6285 6290 6295 6300 6305 6310 6315 6320 6325 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 (E) GRADE 16" DIP (E) GRADE 16" DIP FIRE HYDRANT STA:77+07 22.5° BEND STA:72+93 22.5° BEND STA:73+18 22.5° BEND STA:77+20 22.5° BEND STA:77+45 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:77+07 48" MIN COVER, TYP D1 5 D2 1,2 D2 5 D2 6 D1 5 D2 1,2 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 7 0 + 0 0 T O 8 0 + 0 0 P7 10 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) MA T C H L I N E 8 0 + 0 0 ( S E E S H E E T P 8 ) N 1 inch = ft. GRAPHIC SCALE 40 MA T C H L I N E 7 0 + 0 0 ( S E E S H E E T P 6 ) NOTES: 1.ACTUAL LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. DETAIL 1 PROVIDED BY EDC G S DS D S D S D S D S D S D EC S S S S S S S S 3051 KOKANEE TRAIL CALIFORNIA TAHOE CONSERVANCY APN 080-010-019-000 TR O U T C R E E K PIONEER TRAIL PIONE E R T R A I L 1 1 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+ 0 0 90 + 0 0 16" x 12" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 12" GATE VALVE (FLXMJ) STA:82+42 16" x 6" BRANCH TEE (FL) 16" ADAPTER (FLXMJ) 16" BF VALVE (FLXMJ) 6" GATE VALVE (FLXMJ) STA:88+59 1 FIRE HYDRANT LONG BARREL OR EXTENSIONS REQ'D STA:88+59 1 REMOVE (E) FH 10' NON-VEHICULAR ACCESS EASEMENT 16" DIP 8" H I G H P R E S S U R E S T E E L G A S GO U N D E R , S E E N O T E 5 . (E) 36" STORM DRAIN (E) 8" SEWER ±21.5' COVER, GO OVER (E) 2" MPE GAS PROTECT EXISTING GUARDRAIL THROUGHOUT CONSTRUCTION CONNECT TO EXISTING WATER MAIN PER DETAIL 1, THIS SHEET (E) 8" C900 WATER MAIN (GOLDEN BEAR ZONE) (E) 18" STORM DRAIN 12" - 90° BEND (MJxMJ) THRUST BLOCK (E) 10" STEEL WATER MAIN (TO BE ABND) 8" V C P S E W E R (E) 10' CULVERT SEE PROFILE THIS SHEET COUNTY ROW, TYP CO U N T Y R O W , T Y P 12" DIP FH LATERAL 6" DIP (E) JOINT TRENCH SEE DETAIL 2, THIS SHEET (E ) J O I N T T R E N C H SE E D E T A I L 3 , TH I S S H E E T (E) SDMH RIM = 6286' NE 18" CCP = 6281.4' (E) SDMH RIM = 6286' SW 18" CCP = 6281.2' 18" STORM DRAIN ±3.5' COVER, GO UNDER INSTALL 8" & 2" PRV AND VAULT SEE DETAIL 1/PRV3 16" DIP 2 2 (E) JOINT TRENCH SEE DETAIL 4, THIS SHEET 1 (E) JOINT TRENCH SEE DETAIL 5, THIS SHEET D2 1,2 D2 1,2 D2 1,2 D2 5 D2 5 D2 1,2 D2 4 6260 6265 6270 6275 6280 6285 6290 6295 6300 6305 6260 6265 6270 6275 6280 6285 6290 6295 6300 6305 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 10' CORRUGATED METAL CULVERT. (TROUT CREEK CROSSING). (E) GRADE 16" DIP (E) 12" SEWER MAIN STA:82+34 ELEV:6268.18 SEE NOTE 1 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:82+42 (E) ELECTRICAL & COMM TRENCH SEE NOTE 1 AND 4 12" MIN CLEARANCE STA:82+14 BRANCH TEE SEE PLAN VIEW FOR FITTING DETAILS STA:88+59 16" DIP 42" MIN 48" MIN COVER, TYP (E) 18" STORM DRAIN 12" MIN CLEARANCE SEE NOTES 1 AND 4. STA:83+37 ELEV:6285.2 D1 5 D2 1,2 D2 5 D2 5 D1 5 D2 1,2 3' M I N 8" 90° BEND (FLxMJ) TRANSITION COUPLER (E) 8" C900 (E) 8" C900. FILL W/ SLURRY. ABDN IN PLACE. CUT AND CAP 8" DIP THRUST BLOCK 12" DIP 12"x8" REDUCER (MJxFL) D1 3 D2 1,2 D2 4 PAY LIMITS FOR TIE-IN #3 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 8 0 + 0 0 T O 9 0 + 0 0 P8 11 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H), 1" = 8' (V) MA T C H L I N E 9 0 + 0 0 (S E E S H E E T P 9 ) N 1 inch = ft. GRAPHIC SCALE 40 DETAIL 1 SCALE: 1" = 5' GOLDEN BEAR TRAIL NOTES: 1.LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. D3 41 KEYNOTES: UTILITY CROSSING. PROVIDE VERTICAL OFFSET OF WATERLINE PER AS REQ'D. SEE NOTE 1, THIS SHEET. 12" DIP, PER DETAIL 1 & 2 ON SHEET D2. DETAIL 2 PROVIDED BY EDC DETAIL 3 PROVIDED BY EDC 2 M A T C H L I N E 8 0 + 0 0 ( S E E S H T P 7 ) DETAIL 4 PROVIDED BY EDC DETAIL 5 PROVIDED BY EDC W W EM EM ET G C SD SD SD SD SD SD W SD C ELE C SS SS SS SS SS 2432 CATTLEMANS TRAIL 2438 CATTLEMANS TRAIL 2442 CATTLEMANS TRAIL 3068 KOKANEE TRAIL 2454 CATTLEMANS TRAIL 3073 KOKANEE TRAIL 3093 KOKANEE TRAIL 2431 MARHSALL TRAIL 111 1 3 96+17 90+00 91+00 92+00 93+00 94+00 95+00 96+00 221 1 4 2 (E) 10" STEEL WATER MAIN PROPERTY LINE, TYP (E ) 8 " H I G H P R E S S U R E S T E E L G A S (E ) 8 " S E W E R (E) 10" STL (TO BE ABND) (E ) 3 0 " S T O R M D R A I N ±3 ' C O V E R , G O U N D E R (E ) 2 " S T E E L G A S ±2 ' C O V E R , G O U N D E R (E) 10" STL (TO BE ABND) (E) 18" STORM DRAIN ±6' COVER, GO OVER SEE NOTE 1 (E ) 1 8 " S T O R M D R A I N ±3 . 5 ' C O V E R , G O U N D E R (E) JOINT TRENCH 30" STORM DRAIN ±2.5' COVER, GO UNDER (E ) 8 " S E W E R ±6 . 0 ' C O V E R , G O O V E R C O U N T Y R O W , T Y P (E ) J O I N T T R E N C H SE E D E T A I L 3 , S H E E T P 8 (E ) G O L D E N B E A R P R V AB A N D O N . C U T D O W N V A U L T AN D P U N C H H O L E S I N B O T T O M (E ) K O K A N E E P R V 5 6 CONNECT TO (E) KOKANEE PRV AND (E) 10" STEEL WATERLINE SEE DETAIL 1, THIS SHEET. 1 16" x 8" BRANCH TEE (MJxMJ) 8" GATE VALVE (MJXMJ) STA:93+74 8" DIPD2 1,2 8" x 6" BRANCH TEE (MJxMJ) 6" GATE VALVE (MJXMJ) 8" MJ PLUG FIRE HYDRANT D2 6 5 (E) ELEC BOX 2" SADDLE TO CONNECT NEW 2" POLY WATER LINE TO (E) 10" STEEL WATER MAIN PROFILE PT Waterline 90+00 to 96+85 6285 6290 6295 6300 6305 6310 6315 6285 6290 6295 6300 6305 6310 6315 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 (E) GRADE 16" DIP 16" DIP (E) 18" STORM DRAIN 12" MIN CLEARANCE SEE NOTES 1 AND 4. STA:92+53 (E) 18" STORM DRAIN 12" MIN CLEARANCE SEE NOTES 1 AND 4. STA:94+02 (E) 30" STORM DRAIN 12" MIN CLEARANCE SEE NOTES 1 AND 4. STA:94+96 (E) 8" SEWER MAIN 12" CLEARANCE MIN SEE NOTES 1 AND 4. STA:95+38 (E) 2" GAS MAIN STA:93+43 48" MIN COVER, TYP (E) 8" STEEL WATER MAIN STA:95+91 CONNECT TO (E) 10" STEEL WATERMAIN SEE DETAIL 1, THIS SHEET STA:96+17 D3 4 D2 1,2 D3 4 D2 1,2 D3 4 D3 4 (E) KOKANEE PRV 16" DIP, PER 8" GATE VALVE (FExMJ) 3' M I N 3' M I N 3' M I N 3' M I N 16"x10" REDUCER (FLxMJ) 16" BUTTERFLY VALVE (FLxMJ) 10" - 90° BEND (MJxMJ) 8" - 90° BEND (MJxMJ) 1 8" DIP, PER 1 (E) 8" STL2 2 2 TRANSITION COUPLER PER DETAIL 3/D1 3 3 3 16 4 10" DIP, PER 4 4 5 5 6 6 7 7 8 16"x8" TEE (FLxFL) 8 9 10" - 90° BEND (MJxMJ)10 10 11 11 12 12 CUT AND CAP THRUST BLOCK, PER 13 13 13 14 14 16" X 2" SERVICE SADDLE W/ CORP 15 15 2" POLY CUT AND CAP 16 (E) 10" STL 16 D2 1,2 D2 1,2 D2 1,2 D2 4 PAY LIMITS FOR TIE-IN #1 PAY LIMITS FOR TIE-IN #2 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g ST A 9 0 + 0 0 T O 9 8 + 0 0 P9 12 PLAN SCALE: 1" = 40' PROFILE SCALE: 1" = 40' (H) 1" = 8' (V) 16 5 5 M A I D E N H A I R C T . N 1 inch = ft. GRAPHIC SCALE 40 M A T C H L I N E 9 0 + 0 0 ( S E E S H E E T P 8 ) 16 6 1 M A I D E N H A I R C T . KOKANEE TRAIL MARSHALL TRAIL P I O N E E R T R A I L CATTLEMANS TRAIL D3 4 NOTES: 1.ACTUAL LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL PROVIDE TEST STATIONS (SAMPLE PORTS) PER DETAIL 2 OF SHEET D3 AT A MINIMUM OF EVERY 600' FOR PIPELINE DISINFECTION AND TESTING. 3.CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER THROUGHOUT CONSTRUCTION. ANY CURB AND GUTTER THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PER EL DORADO COUNTY STANDARDS AS SHOWN BY DETAIL 3 OF SHEET D3. 4.CONTRACTOR SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF DRINKING WATER STANDARDS FOR INSTALLATION OF NEW WATER MAINS. A FULL UNCUT STICK OF PIPE SHALL BE CENTERED ON ALL SEWER AND STORM DRAIN CROSSINGS WITH 1' MINIMUM CLEARANCE. 5.CONTRACTOR SHALL CONTACT SOUTHWEST GAS TO STANDBY DURING EXCAVATIONS THAT CROSS HIGH PRESSURE GAS UTILITIES AND/OR BORING ACTIVITIES WITHIN 10' OF ALL GAS UTILITIES. CONTRACTOR SHALL HAND DIG WITHIN 2' OF LOCATED GAS UTILITIES. 6.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED PER DETAIL 3 ON SHEET D2. 7.DEFLECT PIPE AT JOINTS AS NECESSARY FOR INSTALLATION ON CURVES AND MINOR ALIGNMENT CHANGES. DEFLECTION AT EACH JOINT SHALL NOT EXCEED MANUFACTURERS RECOMMENDATION. 8.POTENTIAL VERTICAL OFFSETS AT LOCATIONS IDENTIFIED ON PLANS WITH EITHER A CALLOUT OR THE ASSOCIATED VERTICAL OFFSET SYMBOL SHOWN ON LEGEND OF SHEET G2. POTHOLE (E) UTILITIES TO VERIFY DEPTH PRIOR TO CONSTRUCTION OF WATERLINE. INSTALL VERTICAL OFFSET IF NEEDED ACCORDING TO DETAIL 4 ON SHEET D3. 1 KEYNOTES: UTILITY CROSSING. PROVIDE VERTICAL OFFSET OF WATERLINE PER AS REQUIRED. SEE NOTE 1 AND 4. 16" DIP WATER MAIN, PER (E) 10" STEEL WATER MAIN (MONTGOMERY ESTATES ZONE) 2 D2 1,2 3 4 (E)8" STEEL WATER MAIN (GOLDEN BEAR ZONE), TO BE ABANDONED. GO UNDER. D1 5 DETAIL 1 SCALE: 1" = 5' 5 2" POLYETHYLENE WATER LINE 6 2 INCH WATER SETTER BOX AND METER PIT WITH 2-INCH PRV, AS DESCRIBED IN BID ITEM #20 DESCRIPTION IN SPECIFICATION SECTION 00 41 00.D5 4 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g DE T A I L S D1 134WELDED RESTRAINT TRANSITION COUPLER DETAIL 6 ABANDON WATER SERVICE 3/4" TO 2"5 TYPICAL WATERLINE ALIGNMENT 3 PRESSURE GAUGE & SAMPLING PORT1ADJUSTABLE PIPE SUPPORT 2 SAFETY BOLLARDS EXISTING GRADE ED G E O F P A V E M E N T PR O P E R T Y L I N E EX I S T I N G D I S T R I C T W A T E R M A I N DRIVEWAY DISTRICT SUPPLY PLAN VIEW DETAIL DISTRICT WATER MAIN APPROVED DUCTILE IRON EPOXY COATED OR BRASS SADDLE CLAMP NEW PLUG POINT OF WATER CAP OFF WILL BE AT THE MAIN LINE CORP VALVE (SEE DETAIL) OUTSIDE PAVED AREA PROFILE PAVED AREA PROFILE PLAN z NOTES: 1)FIRE HYDRANTS SHALL HAVE TWO 2-1/2" HOSE NOZZLES AND ONE 4" PUMPER NOZZLE AND BE FACTORY PAINTED RED. FIRE HYDRANT SHALL BE FIELD LOCATED BY DISTRICT. 2)TAPPING SADDLE SHALL BE STAINLESS STEEL WITH 6" FLANGE AND TEST PORT. TAPPING SADDLES SHALL BE HYDROSTATICALLY PRESSURE TESTED PRIOR TO HOT TAP; HOT TAP SHALL BE PERFORMED IN THE PRESENCE OF A DISTRICT REPRESENTATIVE, AND MUST BE SCHEDULED 48 TO 72 HOURS IN ADVANCE. 3)FIRE LINE TEE SHALL BE DUCTILE IRON WITH 6" FLANGED BRANCH. WRAP DI WITH POLY WRAP PER AWWA C105. SIZE TEE TO MATCH MAIN, WITH DI REDUCER ON BRANCH, IF NEEDED. 4)ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM. 5)LATERAL PIPE TO MATCH MAIN PIPE, IF MAIN PIPE AC OR STEEL CONTRACTOR SHALL USE C900 DR18 UNLESS OTHERWISE DIRECTED BY DISTRICT. THE ENTIRE HYDRANT ASSEMBLY FROM THE MAIN TO THE HYDRANT SHALL BE RESTRAINED, WITH APPROPRIATE MJ PRODUCT FOR LATERAL PIPE MATERIAL (US PIPE, EBBA IRON OR EQUAL). 6)COMPLETELY WRAP DRAIN ROCK IN FILTER FABRIC AND SECURE TO HYDRANT RISER WITH TAPE. DRAIN ROCK SHALL COVER HYDRANT WEEP HOLES WITH 6" MINIMUM COVER. 7)ON NEW WATER MAINS HYDRANT ASSEMBLY SHALL PASS HYDROSTATIC PRESSURE AND DISINFECTION TESTING ALONG WITH THE NEW PIPELINE. FOR INSTALLATIONS ON EXISTING MAINS WHERE HYDRANT LATERAL IS LESS THAN 20 FEET, PIPING, HYDRANTS AND FITTINGS SHALL BE SWABBED AND FLUSHED. ALL DISINFECTION SHALL CONFORM TO AWWA C651. 8)ALL CONCRETE SHALL BE CLASS C, PER DISTRICT STANDARD SPECIFICATIONS. 9)INSTALL 2"X2" SQUARE, 12 GA STEEL SIGN POST, 10FT TALL, POWDER COATED DARK GREEN, WITH 30" GALVANIZED ANCHOR AND 18" BREAKAWAY SLEEVE. INSTALL POST 18" AWAY FROM HYDRANT TO THE RIGHT WHEN LOOKING AT THE HYDRANT FROM THE STREET. 10)COBRA ACCESS POINT T2-BLUE-FLPKG BY COPPERHEAD OR EQUAL. DRIVE IN 1.5-LB MAGNESIUM OR COPPER GROUND ROD TO BOTTOM OF EXCAVATION BEFORE BACKFILL. THREAD GROUND WIRE THROUGH FLEXIBLE CONDUIT AND ATTACH TO GROUND ROD. INSTALL ON FLANGE PER MANUFACTURER INSTRUCTIONS AND ATTACH GROUND WIRE TO ONE TERMINAL ACCESS POINT AND TRACER WIRE TO THE OTHER. CONTRACTOR SHALL INSTALL 1" RIGID CONDUIT FROM ACCESS POINT THROUGH COLLAR FOR WIRE ACCESS. 11)SEE WM01 & WM02 FOR TRENCH BACKFILL AND ASPHALT REPAIR REQUIREMENTS. 12)TOP OF COLLAR SHALL SIT 2" BELOW FINISH GRADE. AFTER CONCRETE IS SET, RESTORE SURFACE TO MATCH SURROUNDING. OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g DE T A I L S D2 144TYPICAL THRUST BLOCK 1 TRENCH DETAIL - WITHIN PAVED AREAS 2 TRENCH DETAIL - OUTSIDE PAVED AREAS 3 RESTRAINT LENGTH SCHEDULE 6 FIRE HYDRANT ASSEMBLY5WATER VALVE ASSEMBLY 6"FLGXMJ GATE VALVE AND SUPPORT BLOCK PER DETAIL WM03 SEE NOTE 5 MAIN SIZE TEE OR TAPPING SADDLE, SEE NOTE 2 TRACER WIRE, PER STANDARD DETAIL G3, NOTE 5 VALVE BOX, COVER AND RISER PIPE PER WM03 SEE NOTE 10 HYDRANT BURY LINE NOT TO EXCEED 3" ABOVE FINAL GRADE WRAP FILTER FABRIC OVER DRAIN ROCK, SEE NOTE 6 MIN 5 CUBIC FEET OF 3/4" DRAIN ROCK HYDRANT WEEP HOLES TO REMAIN CLEAR OF CONCRETE AND DIRT 2"X4"X16" PRECAST STRUCTURAL BLOCK 18" MIN CONCRETE THRUST BLOCK PER WM09 BRANCH TEETAPPING SADDLE ROMAC 501 COUPLING OR APPROVED EQUAL EXISTING WATER MAIN 8" AND LARGER 2' MIN EXISTING WATER MAIN 6" AND SMALLER TAPPING SLEEVE, PER NOTE 2 NEW PVC OR DIP PIPE BRANCH TEE 2' MIN NEW WATER MAIN SEE NOTE 5SEE NOTE 5 SEE NOTE 5 SIGN POST, PER NOTE 9 6' MIN FROM EOP 2' MIN FROM CURB 2' MAX ROW MIN 1 CUBIC FEET OF CONCRETE 48" MIN TEE PER NOTE 3 TEE PER NOTE 3 30" 18"6" 24" CONCRETE COLLAR, SEE NOTE 12 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g DE T A I L S D3 154WATER MAIN VERTICAL OFFSET 1 WATER SERVICE 2 TEMPORARY TEST STATION 3 CURB AND GUTTER REPLACEMENT 6 SEWER LATERAL REPLACEMENT AT PIPE TRENCH5SINGLE LANE PAVEMENT REPLACEMENT OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g DE T A I L S D4 16 1 DRAINAGE INLET SEDIMENT PROTECTION 6 SITE PROTECTION FENCING 4 VEGETATION PROTECTION FENCING3COIR LOG PLACEMENT STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB AND WEIGHT DOWN FABRIC EXTENDED BEYOND THE GRATE PLACE NON-WOVEN GEOTEXTILE FABRIC BENEATH GRATE AND EXTEND A MINIMUM OF 18" FROM EDGE OF GRATE ON ALL SIDES. NOTE: 1)IF FILTER FABRIC FENCING IS USED IN LIEU OF SITE PROTECTION FENCING (ORANGE FENCING), INSTALL PER FILTER FABRIC FENCING DETAIL. STAKES @ 6' OC W/48" TALL ORANGE PLASTIC MESH OR WELDED WIRE FABRIC. 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 RECOMMENDED BY THE MANUFACTURE. EMBEDDING DETAIL ANCHORING DETAIL 4" A N C H O R T R E N C H 12" BIO-WATTLE 1"X1"X24" OR 1"X1"X36" WOODEN STAKES PLACED AT 4' ON CENTER 1"X1"X24" OR 1"X1"X36" WOODEN STAKES PLACED AT 2' TO 4' ON CENTER DEPENDING ON SLOPE AND SOIL CONDITIONS 12" BIO-WATTLE ANCHOR TRENCH 4" DEEP INCORRECT DR I P L I N E CORRECT NOTES: 1)PLACING ANY MATERIAL -TEMPORARY OR OTHERWISE- WITHIN PROTECTIVE FENCING OR ENTERING PROTECTION AREAS MAY RESULT IN A FINE. (TRPA SEC. 65.2.1 I AND J) 2)FORTY EIGHT INCH (48") ORANGE PLASTIC FENCING TYPICAL, METAL OR WIRE MESH FENCING MAY BE REQUIRED PER TRPA. 3)ACTIVITY WITHIN THE DRIP LINE OF A TREE MUST BE AUTHORIZED BY AND DISCUSSED WITH TRPA IN THE FIELD BEFORE IT MAY OCCUR. IF WORK OR TRAFFIC HAS BEEN APPROVED WITHIN THE DRIP LINE AREA, THE PLACEMENT OF WOOD 2X MATERIAL IS REQUIRED SECTION 48" TALL METAL FENCE POSTS (TYP) WOOD 2x 12' MINIMUM TALL WOOD 2x. MAINTAIN 3" SPACING MIN. 5 TYPICAL OPEN TRENCH SECTION NEW PIPELINE NOTE: 1)RELOCATE EROSION CONTROL FENCE/COIR LOG AS CONSTRUCTION PROGRESSES 2)WHEN NOT ACTIVELY WORKING WITH STOCKPILED MATERIAL, ALL STOCKPILED MATERIAL SHALL BE COVERED AND PROTECTED TO PREVENT WIND TRANSPORT OR DISCHARGE FROM RAIN EVENTS PER STOCKPILE MANAGEMENT DETAIL. S L O P E 2' MIN EROSION CONTROL FENCE OR COIR LOG OPEN TRENCH SECTION LOCATE SPOIL PILE UPHILL OF OPEN TRENCH SECTION 2 FILTER FABRIC FENCING 7 SECURE OPEN EXCAVATIONS NOTES: 1)ALL EXCAVATIONS SHALL BE COVERED AND PROTECTED AT THE END OF EACH WORK DAY. 2)EXCAVATIONS IN PAVEMENT OR PARTIALLY IN PAVEMENT SHALL BE COVERED WITH A STEEL TRENCH PLATE WITH A MINIMUM OF TWO TRAFFIC CONES 42" TALL. EXCAVATION IN THE ROADWAY SHALL BE COVERED WITH A TRENCH PLATE AND THE EDGES SHALL BE COLD MIXED. SEE GENERAL NOTE #12. TYPICAL PROTECTED EXCAVATION 8'X4' 1" MIN PLYWOOD SHEET, 2 SHEETS TYPICAL PER EXCAVATION ORANGE CONSTRUCTION FENCING, 4' TALL MIN "TEE" POST, 4 PER EXCAVATION, 5' TALL MIN EXCAVATION OPENING, 5'X8' SHOWN 42" MIN TALL TRAFFIC CONE, 2 MIN PER EXCAVATION PLACE ON STREET SIDE 8 STOCKPILE MANAGEMENT NOTES: 1.LOCATE STOCK AND/OR SPOIL PILES AWAY FROM DRAINAGE COURSES, DRAIN INLETS OR CONCENTRATED FLOWS OF STORMWATER. 2.ALL STOCK AND/OR SPOIL PILE PERIMETERS SHALL BE PROTECTED WITH TEMPORARY LINEAR SEDIMENT BARRIERS. 3.COVER ALL STOCK AND/OR SPOIL PILES WITH 6 MM PLASTIC, CANVAS TARP OR IMPERVIOUS COVER TO PREVENT WIND AND RAIN EROSION. EVENLY SPACE WEIGHTS (GRAVEL BAGS) ON COVER TO KEEP IN PLACE DURING WIND. 4.CONDUCT REGULAR INSPECTIONS OF STOCK AND/OR SPOIL PILES DURING AND AFTER RAIN EVENTS 5.VERY LARGE STOCK AND/OR SPOIL PILES MAY REQUIRE SILT FENCE IN LIEU OF FIBER ROLLS. 6.REMOVE SPOIL PILES FROM CONSTRUCTION SITE AS SOON AS POSSIBLE. 7.STOCK/SPOIL PILES MUST BE STORED WITHIN THE APPROVED STAGING AREA. OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g DE T A I L S D5 17 1 JENSEN #687 PRV CONCRETE VAULT, OR EQUAL* 6 NOT USED 3 TREE REMOVAL TABLE 5 NOT USED 2 TYPICAL GRAVITY WALL 7 NOT USED 8 NOT USED WELL-GRADED GRANULAR WALL ROCK 0.25 IN TO 1.5 IN LESS THAN 10% FINES β BLOCK WALL BATTER FROM VERTICAL FINISHED GRADE CMU BLOCK UNIT 4 IN EXPOSED WALL HEIGHT EMBEDMENT DEPTH 4 IN TOE DRAIN PIPE VENTED TO DAYLIGHT 12 IN RETAINED SOIL MIRAFI 150N FILTER FABRIC, OR EQUAL TO BE PLACED BETWEEN TOPSOIL AND WALL ROCK 4" 18" TYP 42" MIN 24" MAX 18" MIN FINISHED GRADE ⅊ NOTES: 1)METERS USED FOR DOMESTIC SHALL BE SENSUS OMNI R2 TR/PL. METERS USED FOR IRRIGATION ONLY SHALL BE SENSUS OMNI T2 TR/PL. METERS USED FOR COMBINED DOMESTIC & IRRIGATION SHALL BE SENSUS OMNI C2 TR/PL. ALL METERS SHALL REGISTER IN THE 1 CF. ONE AND ONE HALF INCH (1 1/2") METERS SHALL BE INSTALLED USING FORD RESETTER MODEL VBB46-HB. FOR TWO INCH (2") METERS FORD MODEL VBB47-HB OR APPROVED EQUAL SHALL BE USED. 2)METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN EIGHTEEN INCHES (18") AND NOT MORE THAN TWENTY FOUR INCHES (24") MEASURED FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE METER (SEE DETAIL). 3)IF SERVICE LINE TO STRUCTURE IS COPPER, THEN AN INSULATED COUPLER SHALL BE LOCATED IMMEDIATELY DOWNSTREAM OF RESETTER OR IF RESETTER IS NOT USED, IMMEDIATELY DOWNSTREAM OF METER AND BYPASS. 4)METER BOX IN NON-TRAFFIC AREAS SHALL BE "CHRISTY" MODEL B36 WITH METAL LID OR APPROVED EQUIVALENT INSTALLED IN OR NEAR TRAFFIC AREAS SHALL BE H20 LOAD RATED INSTALLED A HALF INCH (1/2") BELOW FINISHED GRADE. PROVIDE THREE INCHES (3") RIGID INSULATION ABOVE METER IN BOX. 5)CONTRACTOR SHALL PROVIDE TWO INCH (2") RECESSED HOLE CENTERED IN METER BOX LID, INSTALL TR/PL READER MOUNT AND SENSUS MXU RADIO READ UNIT, 520M SINGLE PORT. 6)USE OF TWO OR MORE RESETTERS IN A STACKED ARRANGEMENT REQUIRES THE USE OF A RIGID METAL SUPPORT DRIVEN EIGHTEEN INCHES (18") INTO THE SOIL BELOW THE METER. SUPPORT MUST BE TIED WITH PERMANENT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. 7)METER BOX SHALL BE WITHIN EIGHTEEN INCHES (18") OF DISTRICT SERVICE VALVE BOX, UNLESS GREATER DISTANCE IS REQUIRED TO INSTALL METER BOX INSIDE OF PROPERTY LINE. 8)BRASS BOLTS AT METER FLANGES ONLY. 1 1/2" METERS REQUIRE 5/8 X 2 1/2" BRASS BOLTS, 2" METERS REQUIRE 3/4" X 2 1/2" BRASS BOLTS. 3" RIGID INSULATION ATTACH PTW TO EXISTING WATER SERVICE OUTLET TO PROPERTY ATTACH TO EXISTING WATER SERVICE LINE WITH RESTRAINED COMPRESSION COUPLING, 2-BRASS 90° ELBOWS, AND BRASS FITTINGS AS REQUIRED EXISTING WATER SERVICE TO PROPERTY BRASS BOLTS, BOTH SIDES, SEE NOTE #8 SEE NOTE #5 4" PVC RISER, SEE WATER SERVICE DETAIL 10 GA. SOLID COPPER TRACER WIRE SUPPLY FROM DISTRICT SOURCE SEPARATE TRACER WIRE AT SHUT OFF, BREAK CONTINUITY BETWEEN SERVICE AND MAIN 4 WATER METER 1-1/2" AND 2" 2070 SUSQUEHANA DR ( VACANT LOT ) SUSQUEHANA DRIVE (TYP) MJxFL MJxMJ N EOP (E) 8" STL INSTALL CONCRETE PAD, CONDUIT, POWER & SCADA CONTROL. SEE "E" SHEETS FOR CONSTRUCTION. (E) TELEPHONE POLE (TYP) MJxFL (TYP) (TYP) (E) 8" STL (TYP) PAY LIMITS OF PRV #1 PAY LIMITS OF TIE-IN #5 (TYP) EXIST AC STREET 2" PRV SECTION (TYP) (TYP) DRAIN ROCK W/ PERMEABLE GEOTEXTILE WRAP TO PREVENT SOIL MIGRATION (TYP) (TYP) (TYP) (TYP) 8" PRV SECTION EXIST AC STREET (TYP) (TYP) MJxFLG PRV #1 DETAIL KEY NOTES NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g PR V # 1 & I N T E R T I E D E T A I L S 18 PIPE PENETRATION THROUGH VAULT PRV1 JICARILLA DRIVE (TYP) MJxFLG MJxMJ (E) EOP (E) 8" STL (E) CURB AND GUTTER N (E) PROPERTY LINE (E) TELEPHONE POLE MJxFLG (TYP) (E) 8" STL INSTALL CONCRETE PAD, CONDUIT, POWER & SCADA CONTROL. SEE "E" SHEETS FOR CONSTRUCTION. ELECTRICAL CONDUIT TO POWER DROP, SEE SHEET P2 AND "E" SHEETS FOR CONSTRUCTION. MIN (TYP) (TYP) PAY LIMITS OF PRV #2 PAY LIMITS OF TIE-IN #4 3/4" SERVICE TO 2007 JICARRILA, CONNECT TO (E) METER EXIST AC STREET 2" PRV SECTION (TYP) (TYP) DRAIN ROCK W/ PERMEABLE GEOTEXTILE WRAP TO PREVENT SOIL MIGRATION (TYP) (TYP) (TYP) (TYP) 8" PRV SECTION EXIST AC STREET (TYP) (TYP) MJxFLG PRV #2 DETAIL NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g PR V # 2 & I N T E R T I E D E T A I L 19 KEY NOTES PRV2 1968 JICARILLA DR D3 1 N APN: 080-010-015 ( CALIFORNIA TAHOE CONSERVANCY ) GOLDEN BEAR DRIVE (TYP) (TYP) (E) EOP SD (E) 18" SD (E) CURB (E) BOC (E) COMM BOX (TYP) (E) ROW (TYP) (TYP) SEE SHEET P8 FOR CONNECTION DETAIL FLxMJ (TYP) INSTALL CONCRETE PAD, CONDUIT, POWER & SCADA CONTROL. SEE "E" SHEETS FOR CONSTRUCTION. (E) STOP SIGN PAY LIMITS OF PRV #3 EXIST AC STREET 2" PRV SECTION (TYP) (TYP) DRAIN ROCK W/ PERMEABLE GEOTEXTILE WRAP TO PREVENT SOIL MIGRATION (TYP) (TYP) (TYP) (TYP) 8" PRV SECTION EXIST AC STREET (TYP) (TYP) MJxFLG PRV #3 DETAIL NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g PR V # 3 D E T A I L 20 KEY NOTES PRV3 ELECTRICAL GENERAL NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g EL E C T R I C A L G E N E R A L N O T E S E1 21 NUMBERING SEQUENCE IDENTIFICATION LETTERS ELECTRICAL LEGEND P&ID INSTRUMENT IDENTIFICATION ELECTRICAL ABBREVIATIONS ELECTRICAL PLAN LEGEND OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g EL E C T R I C A L N O T E S & L E G E N D E2 22 PRV CONTROLS INSTALLATION PRV EQUIPMENT MOUNTING STAND PLAN PANEL MOUNTING STAND PLAN SECTION SECTION KEY NOTES NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g EL E C T R I C A L D E T A I L S E3 23 CONDUIT WALL PENETRATION BELOW GRADE EXPOSED CONDUIT TRANSITION TYPICAL TRENCH DETAIL GROUND ROD COMPRESSION CONNECTION STEEL DIAMOND PLATE LID BOX EXTENSION H10 1730 PULLBOX OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g EL E C T R I C A L D E T A I L S E4 24 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g IN S T R U M E N T A T I O N L E G E N D I1 25 DESCRIPTIONSYMBOL NUMBERING SEQUENCE P&ID INSTRUMENT IDENTIFICATION IDENTIFICATION LETTERS ABBREVIATIONS MECHANICAL / PROCESS PROCESS VARIABLES INSTRUMENTATION SCHEDULE OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g IN S T R . P R V O V E R V I E W I2 26 PRV RTU SOUTH TAHOE PUD MASTER SCADA SCADA / RTU EQUIPMENT DIAGRAM A. MONITORING B. COMMUNICATION C. ALARMS KEY NOTES STPUD WWTP KEY NOTES OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g IN S T R . P R V M E C H A N I C A L L A Y O U T I3 27 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g IN S T R . P R V P O W E R & I - O I4 28 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g CA L T R A N S S T A N D A R D P L A N S - T 9 TC1 29 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g CA L T R A N S S T A N D A R D P L A N S - T 1 3 TC2 30 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: MAY 2026 AS SHOWN AZ/TJ TC/TJ 20 2 6 P I O N E E R T R A I L WA T E R L I N E P R O J E C T ( R E B I D ) 38 X: \ P r o j e c t s \ W a t e r \ 2 0 2 6 P i o n e e r T r a i l W a t e r l i n e \ B - E n g i n e e r i n g \ B . 1 - C A D \ B . 1 . 3 - P l a n S h e e t s \ P R O P O S E D P T W A T E R L I N E _ R E B I D _ 4 . 2 8 . 2 0 2 5 _ T J . d w g CA L T R A N S S T A N D A R D P L A N S - T 1 3 B TC3 31 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING 1 D4 3 D4 2 D4 4 D4 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 BLACK BART AVE. BLACK BART STAGING AREA BL A C K B A R T S T A G I N G A R E A B1 BLACK BART STAGING AREA NOTES: STREET SWEEPING/VACUUMING SHALL OCCUR DAILY IF SEDIMENT IS VISIBLE LOCATION DIRECTIONS: FROM PIONEER TRAIL, TAKE BLACK BART AVENUE TO THE STAGING AREA 1.BLACK BART STAGING AREA MAY BE USED FOR STAGING MATERIALS AND EQUIPMENT PRIOR TO MOBILIZATION TO THE PROJECT SITE. 2.ALL EXCESS SPOILS ARE TO BE DISPOSED OF AT A TRPA APPROVED LOCATION, NO STORAGE OF SPOILS WHICH ARE NOT SCHEDULED TO BE REINSTALLED. 3.NO VEHICLE OR EQUIPMENT MAINTENACE ALLOWED IN STAGING AREA. NO STORAGE OF FUEL, OIL, DEF, OR OTHER FLUIDS ALLOWED. 4.CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY CONVENIENCES AT ALL STAGING AREAS PER STPUD SPECS. 5.THIS PERMANENT STAGING AREA IS EXPECTED TO BE COMPLETELY CONTAINED. COIR LOGS (FIBER ROLLS) SHALL BE KEPT ON SITE TO PLACE IF NEEDED. VICINITY MAP A L T A H O E B L V D PIO N E E R T R A I L B L A C K B A R T A V E B L A C K B A R T C T P L A T E A U C I R HIGH MEADOW TRAIL HA N K M O N K A V E B L A C K B A R T A V E C H I N Q U A P I N D R PI O N E E R T R . STAGING AREA (STAY ON PAVEMENT) BLACK BART STAGING AREA LOCATION ALL STOCKPILES ARE TO BE PROTECTED PER DETAIL 8, SHEET D4 32 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING 1 D4 3 D4 2 D4 4 D4 OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 BONE YARD STAGING AREA BO N E Y A R D S T A G I N G A R E A B2 DISTRICT'S NORTH GATE LOCKED VERTICAL LIFT GATE MAXIMUM HEIGHT 14 FEET MAINTAIN FULL WIDTH OF ACCESS LOOP FOR DISTRICT 24 HOUR OPERATION BONE YARD STAGING AREA CITY OF SOUTH LAKE TAHOE PLAY FIELDS SIGN VICINITY MAP DIS T R I C T N O R T H A C C E S S R O A D STREET SWEEPING/VACUUMING SHALL OCCUR DAILY IF SEDIMENT IS VISIBLE STAGING AREA ALL STOCKPILES TO BE PROTECTED PER DETAIL 8, D4 DISTRICT'S NORTH GATE LOCKED VERTICAL LIFT GATE MAXIMUM HEIGHT 14 FEET MAINTAIN FULL WIDTH OF ACCESS LOOP FOR DISTRICT 24 HOUR OPERATION BONE YARD STAGING AREA NOTES: LOCATION DIRECTIONS: FROM HIGHWAY 50/LAKE TAHOE BLVD OR PIONEER TRAIL, TAKE AL TAHOE BLVD TO THE NORTH GATE ACCESS ROAD 1.BONEYARD 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. 2.ONCE CONTRACTOR HAS MOBILIZED TO THE PROJECT AREA, BONEYARD STAGING AREA TO ONLY BE USED FOR STAGING NEW AGGREGATE AND SOIL MATERIALS (NO PIPELINE MATERAILS OR EQUIPMENT TO BE STAGED IN THIS AREA, EQUIPMENT USED FOR LOADING AND PROCESSING MATERIALS IS OKAY). PROJECT EXCAVATED SOIL MATERIAL MAY BE STAGED IN THIS AREA IF IT IS BEING SCREENED TO BE REINSTALLED ON THE PROJECT. 3.ALL EXCESS SPOILS ARE TO BE DISPOSED OF AT A TRPA APPROVED LOCATION, NO STORAGE OF SPOILS WHICH ARE NOT SCHEDULED TO BE REINSTALLED. 4.NO DEBRIS, ASPHALT, ROOTS, TRASH, ETC WILL BE ALLOWED IN STAGING AREA. 5.NO VEHICLE OR EQUIPMENT MAINTENACE ALLOWED IN STAGING AREA. NO STORAGE OF FUEL, OIL, DEF, OR OTHER FLUIDS ALLOWED. 6.USE OF BONEYARD STAGING AREA LIMITED TO BETWEEN MAY 1 AND OCTOBER 15. THIS STAGING AREA MUST BE COMPLETELY DEMOBILIZED AND CLEANED UP PRIOR TO OCTOBER 15. 7.CONTRACTOR TO INSTALL BMPS CONSISTING OF FILTER FABRIC FENCE PER DETAIL 2 ON SHEET D4 ON THE DOWNSLOPE SIDE OF STAGING AREA PRIOR TO STAGING OF ANY SOIL MATERIAL. BMPS ARE TO BE MAINTAINED THROUGHOUT THE USE OF THIS AREA. 8.CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY CONVENIENCES AT ALL STAGING AREAS PER STPUD SPECS. STABILIZED CONSTRUCTION ENTRANCE/EXIT SCALE: N.T.S. 1 B2 CONSTRUCTION ENTRANCE SEE DETAIL 1 ON THIS SHEET 33 M SC O 2073 SUSQUEHANA DR. 2062 SUSQUEHANA DR. PIONEER TRAIL W 2070 SUSQUEHANA DR. 2073 SUSQUEHANA DR. 2062 SUSQUEHANA DR. SUSQUEHANA DR. W COUNTY ROW (TYP) APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.) 10 + 0 0 11 + 0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 M M H S S S D M M M M W W W W 30"P S C O 1772 PIONEER TRAIL 2015 JICARILLA DR. 1968 JICARILLA 1794 PIONEER TRAIL 1797 PIONEER TRAIL 1801 PIONEER TRAIL PIONEER TRAIL PIONEER TR A I L W 1772 PIONEER TRAIL 2015 JICARILLA DR. 1968 JICARILLA 1794 PIONEER TRAIL 1797 PIONEER TRAIL 1801 PIONEER TRAIL W PROPERTY LINE (TYP) EXISTING DIRT ROAD. MAINTAIN ACCESS THROUGHOUT CONSTRUCTION. 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.)ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING TREE REMOVAL 1 D4 3 D4 2 D4 4 D4 FLOW LINE DIRECTION OF SURFACE FLOW OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 MA T C H L I N E 2 0 + 0 0 ( S E E B E L O W ) SUSQUEHANA DRIVE M A T C H L I N E 3 0 + 0 0 ( S E E S H E E T B 4 J I C A R I L L A D R I V E ST A 1 0 + 0 0 T O 3 0 + 0 0 B3 MA T C H L I N E 2 0 + 0 0 ( S E E A B O V E ) 0 SCALE:1" = 40'80' 40' 0 SCALE:1" = 40'80' 40' NOTE: 1. DUE TO THE LINEAR NATURE OF THIS PROJECT, ONLY BEST MANAGEMENT PRACTICES IN THE CURRENT AREA OF WORK WILL BE INSTALLED. 2. COIR LOGS ALONG TRENCH ARE SHOWN CONCEPTUALLY AND SHALL BE INSTALLED PER DETAIL 5, D4, DOWNHILL OF TRENCH, WITH THE SPOIL PILE UPHILL FROM TRENCH IN THE AREA OF WORK. 3. FOR ALL SOILS THAT WILL REMAIN INACTIVE FOR MORE THAT 14 DAYS, A WOOD FIBER MULCH AND TACKIFIER SHALL BE APPLIED. THE APPLICATION RATE SHALL BE SPECIFIED PER THE MANUFACTURER. 4. VISIBLE SEDIMENT TRACKING SHALL BE SWEPT OR VACUUMED ON A DAILY BASIS. 5. ALL VEGETATION OUTSIDE OF THE WATERLINE TRENCH SHALL BE PRESERVED TO TO THE EXTENT POSSIBLE. 6. NO FUELING, CLEANING OR MAINTENANCE OF VEHICLES SHALL BE PERFORMED ONSITE UNLESS VEHICLE IS UNABLE TO BE MOVED. 7. NO NON-STORMWATER DISCHARGE IS AUTHORIZED 8. ALL OPEN EXCAVATIONS SHALL BE SECURED PER DETAIL 7, SHEET D4 34 1801 PIONEER TRAIL U.S. FOREST SERVICE APN 080-050-002-000 PIONEER T R A I L PIONEER TRAIL PIONE E R T R A I L 1801 PIONEER TRAIL U.S. FOREST SERVICE APN 080-050-002-000 PROTECT EXISTING GUARDRAILS AND SIGNS THROUGHOUT CONSTRUCTION EXI S T I N G D I R T R O A D . 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.) ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 PIONEER TRAIL PIONEER TRAIL STAGING AREA (~2,700 SF) EXISTING DIRT ROAD. MAINTAIN ACCESS THROUGHOUT CONSTRUCTION.(E) FENCE STREET SWEEPING/VACUUMING SHALL OCCUR DAILY IF SEDIMENT IS VISIBLE ROADSIDE STAGING AREAS SHALL BE USED FOR EQUIPMENT STAGING AND MATERIAL STOCKPILING ONLY. MATERIAL STOCKPILES TO BE PROTECTED PER DETAIL 8, D4 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.) ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING TREE REMOVAL 1 D4 3 D4 2 D4 4 D4 FLOW LINE DIRECTION OF SURFACE FLOW OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 M A T C H L I N E 4 0 + 0 0 ( S E E B E L O W ) MA T C H L I N E 3 0 + 0 0 ( S E E S H E E T B 3 ) MA T C H L I N E 5 0 + 0 0 ( S E E S H E E T B 5 ) MA T C H L I N E 4 0 + 0 0 ( S E E A B O V E ) ST A 3 0 + 0 0 T O 5 0 + 0 0 0 SCALE:1" = 40'80' 40' 0 SCALE:1" = 40'80' 40' B4 NOTE: 1. DUE TO THE LINEAR NATURE OF THIS PROJECT, ONLY BEST MANAGEMENT PRACTICES IN THE CURRENT AREA OF WORK WILL BE INSTALLED. 2. COIR LOGS ALONG TRENCH ARE SHOWN CONCEPTUALLY AND SHALL BE INSTALLED PER DETAIL 5, D4, DOWNHILL OF TRENCH, WITH THE SPOIL PILE UPHILL FROM TRENCH IN THE AREA OF WORK. 3. FOR ALL SOILS THAT WILL REMAIN INACTIVE FOR MORE THAT 14 DAYS, A WOOD FIBER MULCH AND TACKIFIER SHALL BE APPLIED. THE APPLICATION RATE SHALL BE SPECIFIED PER THE MANUFACTURER. 4. VISIBLE SEDIMENT TRACKING SHALL BE SWEPT OR VACUUMED ON A DAILY BASIS. 5. ALL VEGETATION OUTSIDE OF THE WATERLINE TRENCH SHALL BE PRESERVED TO TO THE EXTENT POSSIBLE. 6. NO FUELING, CLEANING OR MAINTENANCE OF VEHICLES SHALL BE PERFORMED ONSITE UNLESS VEHICLE IS UNABLE TO BE MOVED. 7. NO NON-STORMWATER DISCHARGE IS AUTHORIZED 8. ALL OPEN EXCAVATIONS SHALL BE SECURED PER DETAIL 7, SHEET D4 3ͷ PIONEER TRAIL PIONEER TRAIL (E) FENCE STAGING ARE A (~4200 SF) (E) SIGN, PROTECT IN PLACE OR REPLACE IF NECESSARY (E) FENCE, PROTECT THROUGHOUT CONSTRUCTION (E) SIGN, PROTECT THROUGHOUT CONSTRUCTION ROADSIDE STAGING AREAS SHALL BE USED FOR EQUIPMENT STAGING AND MATERIAL STOCKPILING ONLY. MATERIAL STOCKPILES TO BE PROTECTED PER DETAIL 8, D4 STREET SWEEPING/VACUUMING SHALL OCCUR DAILY IF SEDIMENT IS VISIBLE 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.)ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 S S U.S. FOREST SERVICE APN 080-030-002-000 PIONEER TRAIL PIONEER TRAIL U.S. FOREST SERVICE APN 080-030-002-000 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 VIEW N U M B E R SHEE T N U M B E R APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.) ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING TREE REMOVAL 1 D4 3 D4 2 D4 4 D4 FLOW LINE DIRECTION OF SURFACE FLOW OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 M A T C H L I N E 6 0 + 0 0 ( S E E B E L O W ) MA T C H L I N E 5 0 + 0 0 ( S E E S H E E T B 4 ) MA T C H L I N E 7 0 + 0 0 ( S E E S H E E T B 6 ) MA T C H L I N E 6 0 + 0 0 ( S E E A B O V E ) ST A 5 0 + 0 0 T O 7 0 + 0 0 32 0 SCALE:1" = 40'80' 40' 0 SCALE:1" = 40'80' 40' B5 NOTE: 1. DUE TO THE LINEAR NATURE OF THIS PROJECT, ONLY BEST MANAGEMENT PRACTICES IN THE CURRENT AREA OF WORK WILL BE INSTALLED. 2. COIR LOGS ALONG TRENCH ARE SHOWN CONCEPTUALLY AND SHALL BE INSTALLED PER DETAIL 5, D4, DOWNHILL OF TRENCH, WITH THE SPOIL PILE UPHILL FROM TRENCH IN THE AREA OF WORK. 3. FOR ALL SOILS THAT WILL REMAIN INACTIVE FOR MORE THAT 14 DAYS, A WOOD FIBER MULCH AND TACKIFIER SHALL BE APPLIED. THE APPLICATION RATE SHALL BE SPECIFIED PER THE MANUFACTURER. 4. VISIBLE SEDIMENT TRACKING SHALL BE SWEPT OR VACUUMED ON A DAILY BASIS. 5. ALL VEGETATION OUTSIDE OF THE WATERLINE TRENCH SHALL BE PRESERVED TO TO THE EXTENT POSSIBLE. 6. NO FUELING, CLEANING OR MAINTENANCE OF VEHICLES SHALL BE PERFORMED ONSITE UNLESS VEHICLE IS UNABLE TO BE MOVED. 7. NO NON-STORMWATER DISCHARGE IS AUTHORIZED 8. ALL OPEN EXCAVATIONS SHALL BE SECURED PER DETAIL 7, SHEET D4 36 PIONEE R T R A I L PIONEER TRAIL ROADSIDE STAGING AREAS SHALL BE USED FOR EQUIPMENT STAGING AND MATERIAL STOCKPILING ONLY. MATERIAL STOCKPILES TO BE PROTECTED PER DETAIL 8, D4 STREET SWEEPING/VACUUMING SHALL OCCUR DAILY IF SEDIMENT IS VISIBLE70+00 71+00 72+00 7 3 + 0 0 74+00 75+00 76+00 77+00 78+00 79+00 80+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.)ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 STAGING AR E A (~1900 SF) S S S S S S S DS D S D S D S D S D S D S S 3051 KOKANEE TRAIL CALIFORNIA TAHOE CONSERVANCY APN 080-010-019-000 TR O U T C R E E K PIONEER TRAIL PIONE E R T R A I L 3051 KOKANEE TRAIL CALIFORNIA TAHOE CONSERVANCY APN 080-010-019-000 TR O U T C R E E K COUNTY ROW (TYP) 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+ 0 0 90 + 0 0 10' NON-VEHICULAR ACCESS EASEMENT PROTECT EXISTING GUARDRAIL THROUGHOUT CONSTRUCTION 100 YEAR FLOOD ZONE TYPE AE TROUT CREEK CULVERT UNDER PIONEER TRAIL. TROUT CREEK IS A PERENNIAL STREAM. SEZ, SEE NOTE 9 (TYP) APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.) ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING TREE REMOVAL 1 D4 3 D4 2 D4 4 D4 FLOW LINE DIRECTION OF SURFACE FLOW OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 MA T C H L I N E 8 0 + 0 0 ( S E E B E L O W ) MA T C H L I N E 7 0 + 0 0 ( S E E S H E E T B 5 ) MA T C H L I N E 9 0 + 0 0 (S E E S H E E T B 7 ) M A T C H L I N E 8 0 + 0 0 ( S E E A B O V E ) GOLDEN BEAR TRAIL ST A 7 0 + 0 0 T O 9 0 + 0 0 0 SCALE:1" = 40'80' 40' 0 SCALE:1" = 40'80' 40' B6 NOTE: 1. DUE TO THE LINEAR NATURE OF THIS PROJECT, ONLY BEST MANAGEMENT PRACTICES IN THE CURRENT AREA OF WORK WILL BE INSTALLED. 2. COIR LOGS ALONG TRENCH ARE SHOWN CONCEPTUALLY AND SHALL BE INSTALLED PER DETAIL 5, D4, DOWNHILL OF TRENCH, WITH THE SPOIL PILE UPHILL FROM TRENCH IN THE AREA OF WORK. 3. FOR ALL SOILS THAT WILL REMAIN INACTIVE FOR MORE THAT 14 DAYS, A WOOD FIBER MULCH AND TACKIFIER SHALL BE APPLIED. THE APPLICATION RATE SHALL BE SPECIFIED PER THE MANUFACTURER. 4. VISIBLE SEDIMENT TRACKING SHALL BE SWEPT OR VACUUMED ON A DAILY BASIS. 5. ALL VEGETATION OUTSIDE OF THE WATERLINE TRENCH SHALL BE PRESERVED TO TO THE EXTENT POSSIBLE. 6. NO FUELING, CLEANING OR MAINTENANCE OF VEHICLES SHALL BE PERFORMED ONSITE UNLESS VEHICLE IS UNABLE TO BE MOVED. 7. NO NON-STORMWATER DISCHARGE IS AUTHORIZED 8. ALL OPEN EXCAVATIONS SHALL BE SECURED PER DETAIL 7, SHEET D4 9. CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER WILL BE ENCOUNTERED WITHIN 5 FT BELOW GROUND SURFACE IN SEZ ZONES. DEWATERING PER SPECIFICATIONS REQUIRED. ㌷ W W 10' N O N - V E H I C U L A R A C C E S S EAS E M E N T P E R ( R 1 0 ) END P U E SS SS SS SS SS SD SD SD SD SD SD W SD 2432 CATTLEMANS TRAIL 2438 CATTLEMANS TRAIL 2442 CATTLEMANS TRAIL 3068 KOKANEE TRAIL 2454 CATTLEMANS TRAIL 3073 KOKANEE TRAIL 3093 KOKANEE TRAIL 2431 MARHSALL TRAIL PIONEER TRAIL 2432 CATTLEMANS TRAIL 2438 CATTLEMANS TRAIL 2442 CATTLEMANS TRAIL 3068 KOKANEE TRAIL 2454 CATTLEMANS TRAIL 3073 KOKANEE TRAIL 3093 KOKANEE TRAIL 2431 MARHSALL TRAIL 96+25 90+00 91+00 92+00 93+00 94+00 95+00 96+00 APPROXIMATE LIMITS OF WATERLINE TRENCH/ CONSTRUCTION LIMITS (TYP.)ADHERE TO TRAFFIC CONTROL PLANS & SECURE OPEN EXCAVATIONS PER DETAIL 7, SHEET D4 PROPERTY LINE (TYP) SEZ, SEE NOTE 9 (TYP) LEGEND: STAGING AREA COIR LOG (FIBER ROLLS) (SEE NOTE 2) FILTER FABRIC FENCING (SILT FENCE) DRAIN INLET PROTECTION REVEGETATION PER TRPA BMP HANDBOOK TREE PROTECTIVE FENCING TREE REMOVAL 1 D4 3 D4 2 D4 4 D4 FLOW LINE DIRECTION OF SURFACE FLOW OF SHEETS DATE: SCALE: DRAWN: DESIGN: AS BUILT: JAN 2026 AS SHOWN LTS ALM/JA PI O N E E R T R A I L W A T E R L I N E P R O J E C T FI G U R E 3 - E R O S I O N C O N T R O L P L A N 38 WWW.LUMOSINC.COM INFO@LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 3200 DOUGLAS BOULEVARD, SUITE 320 ROSEVILLE, CALIFORNIA 95661 TEL: 279.230.8336 M A T C H L I N E 9 0 + 0 0 ( S E E S H E E T B 7 ) KOKANEE TRAIL MARSHALL TRAIL P I O N E E R T R A I L CATTLEMANS TRAIL ST A 9 0 + 0 0 T O 9 6 + 2 5 0 SCALE:1" = 40'80' 40' B7 NOTE: 1. DUE TO THE LINEAR NATURE OF THIS PROJECT, ONLY BEST MANAGEMENT PRACTICES IN THE CURRENT AREA OF WORK WILL BE INSTALLED. 2. COIR LOGS ALONG TRENCH ARE SHOWN CONCEPTUALLY AND SHALL BE INSTALLED PER DETAIL 5, D4, DOWNHILL OF TRENCH, WITH THE SPOIL PILE UPHILL FROM TRENCH IN THE AREA OF WORK. 3. FOR ALL SOILS THAT WILL REMAIN INACTIVE FOR MORE THAT 14 DAYS, A WOOD FIBER MULCH AND TACKIFIER SHALL BE APPLIED. THE APPLICATION RATE SHALL BE SPECIFIED PER THE MANUFACTURER. 4. VISIBLE SEDIMENT TRACKING SHALL BE SWEPT OR VACUUMED ON A DAILY BASIS. 5. ALL VEGETATION OUTSIDE OF THE WATERLINE TRENCH SHALL BE PRESERVED TO TO THE EXTENT POSSIBLE. 6. NO FUELING, CLEANING OR MAINTENANCE OF VEHICLES SHALL BE PERFORMED ONSITE UNLESS VEHICLE IS UNABLE TO BE MOVED. 7. NO NON-STORMWATER DISCHARGE IS AUTHORIZED 8. ALL OPEN EXCAVATIONS SHALL BE SECURED PER DETAIL 7, SHEET D4 9. CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER WILL BE ENCOUNTERED WITHIN 5 FT BELOW GROUND SURFACE IN SEZ ZONES. DEWATERING PER SPECIFICATIONS REQUIRED. 38