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2024.0012.ST0003 - Permit Issue Pckg Rev1 - Multiple Location.pdfWORK AREA PATH LEGEND PROJECT MAP: POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = DISTRIBUTION = 16 0 0 0 16 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 SITE ADDRESS: 128 CIR VIEW DR YELM, WA 98597 CONTACTS: CANNON COMPANIES Silas Schroeder - (253)-709-3302 - sschroeder@teamcannon.com COMCAST COMMUNICATION Brian Hoback - brian_hoback@comcast.com SCOPE OF WORK: JB0001019373 YELM LOOP PHASE 2 FORCED RELOCATES SHEET INDEX 1 -COVER 2 -GENERAL NOTES 3 -LEGEND 4-5 -DETAIL 6 -OVERVIEW 7 -CONSTRUCTION NOTES 8-29 -CONSTRUCTION PLAN 30-31 -BORE PROFILE ***SEE SHEET 7 FOR CONSTRUCTION NOTES. N S EW *ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*: AERIAL WRECK OUT = UNDERGROUND WRECK OUT = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER = TOTAL ROW FOOTAGE = FT. FT. FT. FT. FT. FT. ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = UNDERGROUND WRECK OUT = TOTAL SITE FOOTAGE = FT. FT. FT. FT. FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE = FT. 3,191 2791 4804 880 (18)450 12116 0 0 0 85 85 12116 FT.625 HARDLINE COAX =4839 FT.875 HARDLINE COAX =4143 FT + 20% STORAGE = FT96CT FIBER 3595 4314 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2 128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA GENERAL NOTES 2 31 SCALE: NO SCALE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA LEGEND 3 31 SCALE: NO SCALE MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS LANE LINE CENTER LINE / STATION LINE FOG LINE EDGE OF PAVEMENT RIGHT OF WAY SIDEWALK FENCE GUARD RAIL POWER TRAFFIC SIGNAL COMMUNICATION TELECOMMUNICATION SEWER MAIN SIDE SEWER DRAIN MAIN DRAINAGE DITCH GAS OIL STEAM WATER UNKNOWN UTILITY STRAW WATTLES TRAFFIC CONES PROPOSED NEW CONDUIT PROPOSED NEW STRUCTURE PROPOSED NEW AERIAL STRAND FL FL FL EOP ROW U U U U P P P TS TS TS C C C T T T S S S SS SS SS D D DD DD DD DD DD DD DD G G G OIL OIL ST ST ST W W W UNK UNK EXISTING CONDUIT/INFRASTRUCTURE EXISTING AERIAL UTILITY POLE STREET LIGHT CROSS WALK SIGNAL SHRUBBERY TREE CATCH BASIN CATCH BASIN W/ SOCK MANHOLE UTILITY VALVE WATER METER UTILITY RISER CB CB V M CW SL R FIRE HYDRANTFH MH 17X30 VAULT 24X36 VAULT 36X48 VAULT 4X4 VAULT 25-TA VAULT 233-LA 444-LA 253-TA VAULT 35-TA VAULT UNK VAULT (SIZE MAY VARY) DH DH DOG HOUSE TIGER HOUSE P PEDESTAL EXISTING SPLICE CASE DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# DISTANCE DIMENSION A # CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION PAGE WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT PHOTO LOCATOR/ORIENTATION CONCRETE ASPHALT CONCRETE PANELS LANDSCAPE LIMITS OF RESTORATION # NEW SPLICE CASE NEW STORAGE FOOTAGE NOTE FOOTAGE NOTE OVER(339') 339' MULTIPLE SHEETS CALLOUT GRAVEL BRICK/COBBLE 200' PARCEL LINES BOREPIT BOREPIT (SIZE MAY VARY) N S EW BUILDING OUTLINE UTILITY POTHOLE STREET SIGN NORTH ARROW LANE DIRECTION INDICATOR # POLE ANCHOR/GUY PROPOSED CROSSWALK AERIAL WRECK OUT UNDERGROUND WRECK OUT 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering TRENCH - SOFT SURFACE STANDARD DETAIL PROPOSED CONDUIT6"-12" 18" 18" 36" EXISTING SOFT SURFACE MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) BACKFILL COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. SURFACE RESTORATION CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION 3RISER PLACEMENT STANDARD DETAIL LOCATION 1 CONDUIT UP TO 2 CONDUITS STANDOFF BRACKET 15" MIN LENGTH ℄ ℄ DIRECTION OF VEHICULAR TRAFFIC PLAN VIEW LOCATION 2 LOCATION 4 LOCATION 3 CONDUIT CLAMP 5" MIN 1 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2 128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA DETAILS 4 31 SCALE: NO SCALE UTILITY POLE RISER - STANDARD DETAIL (1) 10' PVC CONDUIT SECTIONS 15" HDG POLE BRACKET W/ PIPE CLAMP (B2017 BY POWER-STRUT OR EQUAL) 4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT SECTIONS EXISTING SURFACE24' (TYP)PROPOSED CABLE EXISTING AERIAL POWER EXISTING UTILITY POLEVARIES #2 6"CONCRETE TRENCH DETAIL STANDARD DETAIL 8" MIN CONCRETE (MATCH EX IF GREATER PANEL WIDTH PER PLAN 12" MIN.12" MIN 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL3' MIN.24" 12" EX CONCRETE SURFACE ZONE OF INFLUENCE 4 6"ASPHALT TRENCH DETAIL STANDARD DETAIL 3" HMA (CL 1/2") (MATCH EX IF GREATER PATCH WIDTH PER PLAN 12" MIN.12" MIN 11" HMA (CL 1/2 OR 1) 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL3' MIN.24" 12" EX ASPHALT SURFACE CONTRACTOR TO VERIFY SPECIFICATION WITH CITY OF SEATTLE 5 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 17"x30" VAULT STANDARD DETAIL 17 1/2" 30 1/2" 33 3/8"21 3/4" 2" LIFT PIN FOR HANDHOLD COVER LOGO LOCATION CABLE RACK (2 ON EACH SIDE) HDPE BODY CHANNELL SHIELD COVER 24" 6 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2 128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA DETAILS 5 31 SCALE: NO SCALE BULK424C072 HDPE STRUCTURAL FOAM/CHANNELL SHIELD COVER CHANNELL'S BULK VAULT ASSEMBLY ANTI-SLIP TREAD PATTERN ON CHANNELL SHIELD COVER INSIDE DIMENSIONS LENGTH WIDTH DEPTH 34.75"23"24" FEATURES: -VAULT BODY: 24 X 36 X 24 INCHES (OPEN FLOOR) -HDPE BODY - CHANNELL POLYMER COVER - LOAD RATED TIER 22 (SNSI/SCTE 77 2010) -1 SHIELD COVER, TIER 22, WITH SLIP RESISTANT TREAD -2 COVER LOCKING BOLTS, 9 16 STAINLESS STEEL HEX HEAD BOLTS 3/8-16 UNC X 3-1 2" THREAD BOLTS WITH WASHERS -2 BOX SELF CENTERING STAINLESS STEEL CORROSION RESISTANT NUTS -2 TEMPORARY DROP DOOTS: 2 EACH SIDE -MINIMUM OF 2 LIFTING SLOTS IN COVER EQUIPPED WITH STAINLESS STEEL PINS (SLOTS APPROXIMATELY 3 4" X 2") -4 REINFORCED POLYMER STEP RACKS, 2 PER SIDE -2 LIFTING SLOTS APPROXIMATELY 3 4" X 4" WITH STAINLESS STEEL LIFTING PINS WEIGHT & SHIPPING: -COVER WEIGHT: 50 LBS -BOX WEIGHT: 55 LBS -ASSEMBLY WEIGHT: 105 LBS -LOADED PALLET WEIGHT: 210 LBS -PER PALLET#: 2 -PALLET DIMENSIONS: 58"L X 40"W X 42"H LOAD RATINGS: -ANSI/SCTE 77 TIER 22 -PROOF LOAD: 33,750 LBF C H A N N E L L 3" 35 1 2" 24" 24" 28 34" 40 38" HDPE BODY LOGO LOCATION VERTICAL RACKING LIFT PIN FOR HANDHOLE COVER CHANNELL SHIELD COVER 24x36 VAULT STANDARD DETAIL7 PEDESTAL STANDARD DETAIL B A CPH 911 CPH 920 CPH 1022 C 13.0"14.5"9.5" (330mm) 22.0" (560mm) 24.0" (610mm) (240mm) 9.5" (240mm) 10.75" (275mm) Note: Dimensions in inches (mm) (370mm) 14.5" (370mm) 14.5" (370mm) 10.5" (265mm) 10.5" (265mm) 10.5" (265mm) D A B C D 9 B OSV 2442 Dimensions 21 7/8" 18 7/8" A A 28 1/2" 37 3/4"23 5/8" 33 5/8" B 46 1/8" " 24" 40 1/8" 22 1/2" TIGER HOUSE [OSV 2442] STANDARD DETAIL8 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom WORK AREA PAGE-10 WORK AREA PAGE-18 WORK AREA PAGE-19-22 WORK AREA PAGE-26-29 WORK AREA PAGE-11-15 THURSTON COUNTY CITY OF YELM THU R S T O N C O U N T Y CITY O F Y E L MTHURSTON COUNTYCITY OF YE LM WORK AREA PAGE-23-25 WORK AREA PAGE-8 WORK AREA PAGE-9 WORK AREA PAGE-16-17 CITY OF YELM PERMIT PAGE 8-17 & 23-29 THURSTON COUNTY PERMIT PAGE 10,18,19-22,23-25 & 28-29 CRYSTAL SPRINGS RD NWCANA L R D S E WILKENSEN RD SERAIL W A Y R D S E FLU M E R D S E CANAL RD SE 103RD AVE SE 170TH ST SESR-507 NOR T H E R N P A CI FI C R D S ERHOTON RD SE/ DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA OVERVIEW 6 31 SCALE: NO SCALE N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering CONSTRUCTION NOTES: PLACE ANCHOR & DOWN GUY. AT POLE 1 PLACE (1) 4" RISER & PULL EXISTING HARDLINE UP THROUGH THE RISER & MAKE THE CONNECTION TO TRANSITION TO AERIAL. DIRECTIONAL BORE AT 60" MINIMUM DEPTH, PLACE (1) 4" CONDUIT & PULL (2) .625 (1) .875 CABLE THROUGH. ATTACH TO NEW POLE AT POLE 2 PLACE (1) 4" RISER & EXTEND EXISTING AERIAL PLANT TO UNDERGROUND. WRECK OUT EXISTING AERIAL STRAND & CABLE. REMOVE EXISTING PED & TAP. FROM PED -1 WRECK OUT EXISTING .625 COAX BACK TO NEAREST PED 2 & TERMINATE AT DC8. PLACE (1) 2" & (1) 4" RISERS,& PULL (1) .625 COAX THROUGH. DIRECTIONAL BORE AT 60" MINIMUM DEPTH, PLACE (1) 4" CONDUIT & PULL (1) .625 COAX THROUGH. ATTACH TO NEW POLE, PLACE (1) 2" & (1) 4" RISERS & PLACE ANCHOR & DOWN GUY. TRENCH, PLACE (1) 4" CONDUIT & PULL (1) .625 COAX THROUGH. RELOCATE & REPLACE EXISTING PED. WRECK OUT RISER & REMOVE POLE ATTACHMENT. WRECK OUT CABLE FEEDING TAP & PED. WRECK OUT EXISTING UNDERGROUND SYSTEM. WRECK OUT PEDESTAL. TRENCH, PLACE (1) 4" CONDUIT & PULL (1) .875 COAX THROUGH. DIRECTIONAL DRILL, PLACE (1) 4" CONDUIT & PULL (1) .875 COAX THROUGH. PLACE NEW 24X36 VAULT. INTERCEPT EXISTING CONDUIT & OVERSET VAULT. WRECK OUT EXISTING UNDERGROUND CABLE & KEEP CONDUIT IN THE GROUND. RESTORATION NOTES: RESTORE LANDSCAPE PER CITY OF YELM'S SPECIFICATIONS. RESTORE ASPHALT PER CITY OF YELM'S SPECIFICATIONS. RESTORE GRAVEL PER CITY OF YELM'S SPECIFICATIONS. CONSTRUCTION NOTES: REMOVE PEDESTAL. ATTACH TO NEW POLE,PLACE (1) 4" RISER, PLACE ANCHOR & DOWN GUY. DIRECTIONAL DRILL, PLACE (1) 4" CONDUIT & PULL (1) .625, (1) .875 COAX & (1) 96CT FIBER THROUGH. WRECK OUT AERIAL SYSTEM & 3" RISER FROM THE POLE BEING REMOVED. WRECK OUT EXISTING .625 CABLE & TERMINATE AT AMP. CABLE BYPASS PEDESTAL. OVERSET NEW PED & PLACE NEW 8 PORT TAP. PLACE (1) 4" RISER, ANCHOR & DOWN GUY. RELOCATE TAP TO NORTH SIDE OF POLE & REWORK AERIAL DROP. TIE IN & PLACE (2) 4" RISER. TRENCH AT 36" MIN. DEPTH, PLACE (2) 4" CONDUITS & PULL .625, (1) .875 COAX & (1) 96CT FIBER. PLACE PEDESTAL. DIRECTIONAL BORE AT 60" MIN. DEPTH, PLACE (2) 4" CONDUITS & PULL .625, (1) .875 COAX & (1) 96CT FIBER. PLACE TIGER HOUSE FOR NODE. PLACE 17"X30" VAULT FOR SPLICE CASE. REMOVE 2" & 3" RISERS. ATTACH TO NEW POLE, PLACE (2) 4" RISERS, PLACE NEW DOWN GUY & ANCHOR. WRECK OUT OLD FIBER & COAX & PLACE NEW. PULL FIBER BACK TO 25TA & CREATE NEW SPLICE CASE. WRECK OUT TAP PED, TAP, RISER, .625 CABLE & AERIAL DROP. WRECK OUT EXISTING RISERS & DOWN GUY. INSTALL PLASTIC 24X36 VAULT WITH NON SLIP LID DIRECTIONAL BORE AT 12' DEPTH, PLACE (2) 4" CONDUITS & PULL .625, (1) .875 COAX & (1) 96CT FIBER. 1 2 3 4 5 1R 6 7 8 9 10 11 12 13 14 15 16 2R 3R 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 36 37 38 39 40 41 42 43 32 RESTORATION NOTES: POTHOLE EXISTING SYSTEM TO ENSURE IT IS OUT OF THE PATHWAY OF ROAD IMPROVEMENT PLAN44 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION NOTES 7 31 SCALE: NO SCALE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 15740 15734 1572815722 128 124WWWWWWWWWWWWWWPPPPPPPPPPPPSSSSSSSSSSSSSSSSSSSSSSSSSSEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLLANDSCAPELANDSCAPELANDSCAPE5'DWYR 25' POLE 1 559904-147441 POLE TO BE REMOVE 559884-147440 STA 51+00 STA 51+50 STA 52+00 STA 52+50 STA 53+00 STA 53+50 STA 53+56 BOREPIT 3' x 3' BOREPIT 3' x 3' 11'5'6' BOREPIT BOREPIT PSPOWER10'5' 5' 1416 R 25' POLE 2 559889-147446CRYSTAL SPRINGS RD NWSTA 51+37 SIDEWALKLANDSCAPEDWYDWYLANDSCAPE223'200'5' 5'CB3' 4' 4 3 2 1R 1R 1 1 5 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 8 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 CRYSTAL SPRINGS RD NW & SE VIEW DR SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering WW15906 9013 9012 9016 9017 90TH AVE SE RHOTON RD SERHOTON RD SEEOPEOPEOP EOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPGGGGGGP LEALAN CT SELANDSCAPE LANDSCAPE CBCBCB CBCBCB W W W W W W G G G G G G SS SS SS SS SS SSWWWWWWWWWGGSSSSSSSSSSSSSSSSWWWWWWWSSSSSSSSSSSSSSW124'85'66'5' 5'STA 50+00STA 50+50STA 51+00STA 51+50STA 52+00STA 52+50STA 53+00STA 50+94V S S V LANDSCAPE G33' PATH SHOWN IN PRIVATE PROPERTY FOR CONTEXT DWYDWYP 6 1R 7 ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 9 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 90TH AVE SE & RHOTON RD SE SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering P P PPP P P P P P P P P P G G G G G P P P P G G G G G W W WGGPGGGGGGGGGGGGGGGGGPP9010 16409 16402 16408 16414 16420 CANAL C T S E CANAL RD SECANAL RD SE P P PEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOP SSEOPEOPEOPEOPEOPEOPEOP EOPEOPFL F L FL F L FL FL FL F L F L FL FL F L F L FL FL F LWWWWWWWWWWWWWWW WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFL F L FL F L FL LANDSCAPE LANDSCAPE F L FL FL F L DWY DWY DWY DWY DWYDWY LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE R25' POLE TO BE REMOVE 559881-147726 SS W W W W W W W W W W W SS SS SS SS SS SS SS SS V V VVW V W W CB CB CBCB FH S S S S S CBV V STA 5 0 + 0 0 STA 50 + 5 0 STA 5 1 + 0 0 STA 5 1 + 5 0 STA 52 + 0 0 STA 5 2 + 5 0 STA 5 3 + 0 0 STA 5 3 + 5 0 48'3 8 ' STA 5 2 + 2 5 STA 5 2 + 3 8 DWYSTA 5 0 + 6 3 STA 5 1 + 2 4 FH 14'5' 13' 2'10' 10'THURSTON COUNTYCITY OF YE LM LANDS C A P E V STREET L IGH TSTREE T L IGHT P POWER LANDSCAPE LANDSCAPE 48'1 1 ' P COM 5' STA 5 1 + 1 4 BOR E PI T 5' R 25' POLE 3 559899-147724 5' 2' 2' THE A R O S E D R S E 5' BOR E PI T R 25'BOREPIT 3' x 3' 2 3 8 ' R 25' 1 7 8 ' 5 9 ' STA 5 2 + 9 4STA 5 3 + 0 2 14' 8' BOREPIT 3' x 3' 11' 31' 22' 14' 5' R 25' 11' 6' 13 10 11 1R 3R 8 1R 14 12 1R 9 5 5 11 2R P ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWPOLE - 4 559881-147738 LANDSCAPE ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 10 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 CANAL RD SE & THEA ROSE DR SE SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF20+00 THEA ROSE DR SE & CARYS ST SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16464 WILKENSEN RD SESSSSSSSSSSSSSSSSSSSSG GG G G G G G W W W W W W W W SS SS SS SS SS SSEOPEO P EOPEOPPEO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPLANDSCAPELA N D S C A P E LANDSCAPE WWWWWSSSSSSWWWWWWWWWGGGGGGGGGGWV V 91 S T A V E S E FH V R25' V S S S S CB CB CB V V SS CBCBV V DD508'S S LAN D S C A P ELANDSCAPE LANDSCAPESTA 50+50 STA 51+00 STA 51+50 STA 52+00STA 20+00STA 20+50STA 21+00STA 21+50STA 22+00STA 50+00 STA 49+50 GGGG G GPP P P P LANDSCAPE CE N T R A L I A C A N A L PSPOWERPPPPPPPPPPPSTREET LIGHT ST R E E T L I G H T STREET LIGHT 150' 246' V V LANDSCAPE 272 ' POLE-5 559876-147835 POLE 6 559874-147840 4' 12' 1' 10' 26' 1' 23' 25'1' STA 50+28 EXISTING AERIAL PATH EXISTING 2" RISER MATCHLINE SHEET 13 MATCHLINESHEET 1211' 10' 2' 5'5' 5' 83' 5' STA 49+80 STA 49+40 5'41'5' 12' 9'STA 20+55STA 21+8824' 4' 2' V COM BOREPIT BOREPIT BOREPIT STA 50+10 BOREPIT 3' x 3' BOREPIT 3' x 3'STA 20+24STA 20+22STA 20+045'325'R25' BOREPIT 3' x 3' P 24 21 18 23 17 1918 1R 1R 1R 1R 5 149' 15 22 21 ROW ROW ROWROWROWROWROWROWROWROW RO W RO W RO W ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 11 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 WILKENSEN RD SE & 91ST AVE SE SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF20+00 91ST AVE SE & WILKENSEN RD SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16563 9103 16608 16602 16562 9 1 S T A V E S E G G GGGGGGGG G G G G G G C C C C C C C CC C C C C C C P P PPPPP PP P P P P P P PWWWWWWWWW W W W W SS SS S S S S S S SS SSS S S S S S SS SS EO P EO P E O P EOP EOP EOPEO P EOP SS SS L A N D S C A P E LA N D S C A P E LA N D S C A P E WWWWWWSSSSSSW91S T A V E S E 114'CB FH V CBCB C B CBCBC B V V SS V FH VDDDDD(27 2 ' ) S S VSTA 22+50STA 23+00STA 23+50STA 24+0 0 STA 24+5 0 STA 25+00STA 25+50STA 26+00L A N D S C A P E CBGGGGPPPPG GGGG G G GPPPPP P P PLANDSCAPE PS PO W E R STREET LIGHT S T R E E T L I G H T 5'5'WM(115')9' 10'STA 23+08LANDSCAPEMATCHLINESHEET 11V C O M 5'STA 22+53STA 22+76STA 22+81BOREPITBOREPIT 3' x 3' 4' 5' P 1R 21 22 20 18 2R 21 DH86'65'15 15ROWROWR OW R O W R O W R O W R O W ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 12 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF20+00 91ST AVE SE & WILKENSEN RD SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 9146 9140 9134 9128 16524 16518 16512 16506 RAINIER VIEW DR SE G G G G GP PPPPPPP P P P P P P P P P P C C C C C C C C C CSSSSSSSSSSSSSSSSSSSSSSSSEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP DWY DWYDWY DWY LANDSCAPELANDSCAPEWWWWWWGGGGGGWWWWW WGGGGGGW W W W W W W SS SS SS SS SSWILKENSEN RD SEV V V WWSSV TO BE REMOVE 559841-147834 S CBS S V V S S V CB CB CB D5' STA 52+50 STA 53+00 STA 53+50 STA 54+00 STA 54+50 STA 55+00 STA 12+00S STA 52+65 GGGG16512 178'25' 2'LANDSCAPEPS POWER DHCOMSTREET LIGHT WM 5' LANDSCAPE 217'74' 7' 3' 14' 2' 22'2' 3' STA 54+87 MATCHLINE SHEET 11 MATCHLINE SHEET 14 5' BOREPIT BOREPIT BOREPIT 3' x 3' BOREPIT 3' x 3' 5' 5'318'5'(325')BOREPIT (508')R25'VCOM25 19 1R 1R 21 20 24 24 5 5 18VCOMROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWRO W RO W R O W R O W BOREPIT 3' x 3' ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 13 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 WILKENSEN RD SE & 91ST AVE SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 9224 9218 9212 9206 9152 9123 9129 9135 9141 9147 9136 9142 9148 16523 MOUNTAIN SUNRISE ST SEWILKENSEN RD SEEOPEOPEOPSSSSSSSSSSSSSSSSSSSSSSSSSSEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPLANDSCAPELANDSCAPEWWWWWWWWWWWGGGGGGGGGGGWWWWWWWWWWWWWSSSSSSSSSSSSSSSSCBCBS S(178')POLE 7 559812-147838 R25' STA 55+50 STA 56+00 STA 56+50 STA 57+00 STA 57+50 STA 58+00 STA 58+50 STA 56+42LANDSCAPE LANDSCAPE24' 2' MATCHLINE SHEET 13 5' 5'STA 56+39 BOREPIT BOREPIT 3' x 3'(318')24 23 1R 5ROW ROWROWROWROWROW ROW ROWROWROWROWROWROW LINE REFLECTS WSDOT CURRENT DESIGN 18' * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 14 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 WILKENSEN RD SE & 91ST AVE SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 9125 9131 9122 9116 9110 9115 9121 9132 9126 9120 9114 16451 CARYS ST SEEOPEOPEOPEOPWWWWWWWSSSSSSSSSSSSSSEOPEOPEOPEOPEOPEOPEOPEOPEOPSSSSSSSSSSSSSSSSSSDWYDWYWWWWWWWWWWWSTA 22 + 0 0 9104 LA N D S C A P E V S S WATERCC STA 11+00 STA 11+50 STA 12 + 0 0 STA 1 2 + 5 0STA 13+00STA 13+11DWYD W Y DWY DWYLANDSCAPELAND S C A P E LANDSCAPELANDSCAPE5' 5' 24' P COM DWYDWYDWYDWYDWYTHEA ROSE DR SE 12 1R R O W ROWRO W RO W RO W RO W ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 15 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 CARYS ST SE & THEA ROSE DR SE SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 9103 9104 16619 16625 16631 16632 16626 16620 16614 16608 91ST AV E S E 91ST CT SEEOP EOP EOPEOPEO P EOP EOPEOP EOP EOPEOPEOPS S S S S S 16637 9115 16644 16638 EO P E O P EO PW WW175'18'192' DWY DWY D W Y DW Y PD H 26 2250'21 R O W R O W R O W R OW LANDS C A P E ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 16 31 SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16610 9121 9128 9122 9116PARADISE VIEW ST SEEOPEOPEOP EOP EOP EOP EOP EOP C CGGGGGG G G G G G G G G G G PPPPPP P P PP P P PPPC CC CC CC C EOP EOP EOP EOP WSS WWWW W W W W SSSSSSSS SS SS SS SS WV V 135'48'LAN D S C A P E DW Y DWY DW Y LAND S C A P E LAN D S C A P E LANDS CAPE P COM 5' 5' DWY DWY CBCBDDS T A 5 0 + 5 0 S T A 5 1 + 0 0 S T A 5 1 + 5 0 GGPPPPSPOWE R STREET LIGHT M S T A 5 1 + 5 5 17' 4'PP21 6 16 27 1R 21 R OW R OW ROW ROWROW ROW ROWROWR OW ROW MULTIPLE DROPS TO BE INTERCEPTED & RE-ROUTED INTO NEW PEDESTAL LOCATION LAN D S C A P E ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 17 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 PARADISE VIEW ST SE & 91ST AVE SE SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering C16824 RAIL W A Y R D S E EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD C C C C C C LAN D S C A P E LAN D S C A P E BOR E PI T BOR E PI T R 25' R25' LAN D S C A P E LAN D S C A P E 5' BOREPIT 3' x 3' BOREPIT 3' x 3' POLE 9 559706-147999 POLE 8 559689-147976 5' S T A 5 4 + 5 0 S T A 5 5 + 0 0 S T A 5 5 + 5 0 S T A 5 6 + 0 0 S T A 5 6 + 5 0 S T A 5 7 + 0 0 S T A 5 7 + 5 0 S T A 5 8 + 0 0 S T A 5 8 + 5 0 S T A 5 9 + 0 0 S T A 5 5 + 0 2 S T A 5 8 + 0 6 S T A 5 4 + 9 6 5' 30' P 5' P 16819 16848 325'4'8' 9' 4' 8'325'P P P 24' 28 5 29 28 1R 3 1RROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 18 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 RAILWAY RD SE & BRIDGE RD SE SCALE: 0 15 30 N S EW 17037 17032EOP EOPEOPEOPEOPEOP EO PEOPEOPEOPEOPEOPEOP 6 2 7 'CANAL RD SE LANDSCAPE LANDSCAPE POLE 10 559356-148060 DWYDWYDWY BOR E PI T 40'5' 19' 10' 5' 2' STA 2 4 + 0 0 STA 2 4 + 5 0 STA 2 5 + 0 0 STA 2 5 + 5 0 STA 2 6 + 0 0 STA 26 + 5 0 STA 27+ 0 0 STA 27+ 5 0 STA 28+00 STA 2 4 + 9 6 R 25' R 25'PCOMBOREPIT 3' x 3' 33 30 31 32 5 1R 2R 1R 5' MATCHLINE SHEET 20ROWROWROWROWROWROWROWROWROWROWROWROW2 9 0 ' ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 19 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 CANAL RD SE & FLUME RD SE SCALE: 0 15 30 N S EW 17115 CAN A L RD S E POLE TO BE REMOVE 559314-148098 POLE 11 559333-148078 EO P EO P EO P E O P EO P EO P EO P EO P EO P EO P E O P E O P E O P C A N A L R D S E L AND SC A P E L AND S C A P E L AND SC A P E L AND SC A P EDWYDWY 17115 17102 LANDSCAPE R 25' 1 4 5 ' 1 2 7 '54'LANDSCAPE ( 6 2 7 ' ) 6' T H C OM V N EW 1 7 x 3 0 5' 5'6 7 4 ' 5 8 7 ' STA 28+50 STA 29+00 STA 29+50 STA 30+00 STA 30+50 STA 31+50 POLE TO BE REMOVE 559318-148099 BORE PIT SHEET 2117' 16' 25' 36 33 21 34 35 33 5 5 STA 31+00 ROW LINE REFLECTS WSDOT CURRENT DESIGN STA 31+25 7' MATCHLINE SHEET 19 ROWROWROWR OW ROWROWROWROWROWROW ROW R OW R OW POLE TO BE REMOVED 559323-148089 BOREPIT 3' x 3' R CUT EXISTING FIBER, BRING BACK THIS LOCATION & BUILT NEW CASE TO TIE INTO NEW UNDERGROUND FIBER. * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 20 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 CANAL RD SE & FLUME RD SE 17136 EO P E O P E O P E O P EO P E O P E O P E O P EO P EO P E O P C A N A L R D S E (5 8 7 ' ) L AND SC A P E L AND SC A P E L AND SC A P EDWYDWY ( 6 7 4 ' ) STA 32+00 STA 32+5 0 STA 33+0 0 STA 33+5 0 STA 34+00 STA 34+50MATCHLINESHEET 20MATCHLINE SHEET 22 12' 16' 21 33 R OW ROW R OW ROWROWROWROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 21 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 CANAL RD SE & FLUME RD SE 17145 17204 17140EO P E O P EO P EOPE O P EO P E O P EO P E O P E O P E O P E O P EO P C AN A L R D S E PAGE 22L AND SC A P E L AND SC A P E L AND SC A P E L AND SC A P E L AND SC A P E DWY DWY DWYDWY ( 6 7 4 ' ) POLE 12 559273-148140 1 8 6 '41'BOR E PIT R 25' 18' 5' CUT EXISTING FIBER, BRING BACK THIS LOCATION & BUILT NEW CASE TO TIE INTO NEW UNDERGROUND FIBER. (5 8 7 ' ) STA 35+00 STA 35+50 STA 36+00 STA 36+50STA 37+00STA 37+50 STA 38+00STA 38+50STA 38+03STA 38+20R 25'2' BOREPIT 3' x 3' MATCHLINE SHEET 21 8' 17' POLE 13 559260-148154 POLE 14 559263-148155 21 33 31 5 5 1R 30 5' * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 22 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 CANAL RD SE & FLUME RD SE EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL POLE TO BE REMOVE 559210-148058 BOREPIT 378' 156'STA 12+00STA 12+50STA 13+00STA 13+50STA 14+00STA 14+50STA 15+00STA 15+505' 5' R 25' BOREPIT 3' x 3' W W W W W W W WSTA 13+81MATCHLINESHEET 2425' 103RD AVE SE 5 23 9 1R ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWPOLE 15 559214-148057 ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 23 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 103RD AVE SE & 170TH ST SE SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 103RD AVE SE 170TH ST SE103RD AVE SE EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLCITY OF YELM THURSTON COUNTY PPPP(378') 283' 148' BOREPIT 379'STA 10+50STA 11+00STA 11+50STA 10+00STA 09+50STA 09+00STA 08+505' 5' BOREPIT 3' x 3' W W W W W W W W W W W W WV VSTA 10+13MATCHLINESHEET 23MATCHLINESHEET 2526' POLE TO BE REMOVED 559209-148085 9 9 5 5 1R 30' 30'ROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWPOLE TO BE REMOVE 559209-148075 ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 24 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 103RD AVE SE & 170TH ST SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 17021 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP CITY OF YEL M THURSTON C O U N T Y POLE 16 559212-148133 BOREPIT (379') (283')STA 08+00STA 07+50STA 07+00STA 06+50STA 06+00STA 05+50STA 05+00STA 04+505' 5' R 25' BOREPIT 3' x 3' W W V V STA 06+45MATCHLINESHEET 2420' 30' 103RD AVE SE POLE TO BE REMOVE 559209-148114 23 9 5 1R ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW LINE REFLECTS WSDOT CURRENT DESIGN * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 25 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 103RD AVE SE & 170TH ST SE 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16930 STATE HWY 507 SE/SR 507 G G G G G G G G G G G G G G G G EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL LANDSCAPE DWY R 25' SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W WWWWWWWWWWV POLE 18 559034-148040 POLE TO BE REMOVE 559028-148036 SWING EXISTING SPAN TO NEW POLE 100' 256' BOREPIT BOREPIT 3' x 3' POLE TO BE REMOVE 559029-148054 5'5'STA 52+00STA 52+50STA 53+00STA 53+50STA 54+00STA 54+50P P P P P P STREET LIGHT STREET LIGHT STA 53+67STA 54+45STA 54+572' 13' 6' 25'MATCHLINESHEET 275 1R 37 13'ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW 5 ROW LINE REFLECTS WSDOT CURRENT DESIGN 2' 42 43 620' BOREPIT 8' 8' R 25'NEWBOREPIT 6' x 6'STA 53+1525'* SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 26 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 STATE HWY 507 SE/SR 507 & 170TH ST SE SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF20+00 170TH ST SE & STATE HWY 507 SE/SR 507 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering W W W W W W W W P P P P P P P P P P P P 17041 STATE HWY 507 SE/SR 507 STATE HWY 507 SE/SR 507 G G G G G G G G G G G G G G EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPFLFLFLFLFLFLFLFL DWY LANDSCAPELANDSCAPE SSSSSSSSSSSSWWWWWV WPPPPGGGGGGGGGPOLE TO BE REMOVE 559026-148079 POWER POWER TX POWERPOWER STREET LIGHT R 25' SL 10'300'170TH ST SESS SS SS SS SS W W W WWWWWWWV FH S S (256') (620') POLE TO BE REMOVED 559020-148087STA 50+50STA 51+00STA 51+50STA 50+00STA 20+00 STA 20+50 STA 21+00 STA 21+50 STA 50+892' 15' 10' 13'MATCHLINESHEET 26MATCHLINESHEET 2825' 25' R P 40 39 41 38 CCCCCCCC145' R R 25'ROWROWROWR O W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW LINE REFLECTS WSDOT CURRENT DESIGN 17100 25TA COM STA 49+50STA 49+00STA 48+50STA 48+0043 43 5 42'(2) EXISTING CONDUITS AT 3' DEPTH EXISTING CONDUIT GOES INTO THIS VAULT STA 49+87STA 49+52STA 48+24BOREPIT 8' 8' BOREPIT 6' x 6' 145' * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 27 31 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW STATION START STATIONING STARTS AT THE INTERSECTION OF50+00 STATE HWY 507 SE/SR 507 & 170TH ST SE STATION START STATIONING STARTS AT THE INTERSECTION OF20+00 170TH ST SE & STATE HWY 507 SE/SR 507 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL LANDSCAPE LANDSCAPE LANDSCAPE CITY OF YELMTHURSTON COUNTYSTATE HWY 507 SE/SR 507 LANDSCAPE LANDSCAPE DWY MATCHLINESHEET 27MATCHLINESHEET 2944 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW 690'CITY OF YELM THURSTON COUNTY ROW LINE REFLECTS WSDOT CURRENT DESIGN 17100 * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 28 31 POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering STATE HWY 507 SE/SR 507 EOP EOP FL FL EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL LANDSCAPE D LANDSCAPE DWY CITY OF YELM THURSTON COUNTY MATCHLINESHEET 2844 ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW (690') ROW LINE REFLECTS WSDOT CURRENT DESIGN 17100 * SEE CONSTRUCTION NOTES AND RESTORATION NOTES ON PAGE 7. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA CONSTRUCTION PLAN 29 31 POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION SCALE: 0 15 30 N S EW 0 5 10 15 20 25 30 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 280 285 290STA 53+156X6 BORE PIT 10" WATER @ 5' DEPTHSTA 54+45PROPOSED (2) 4" CONDUITS @ 12' DEPTH POLE 18 559034-148040 36" MIN WSDOT CLEARANCE 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 515 520 525 530 535 540 545 550 555 560 565 570 575 580 585STA 49+87UNK Ø POWER @ UNK DEPTH STA 49+52PROPOSED (2) 4" CONDUITS @ 12' DEPTH 36" MIN WSDOT CLEARANCE 36" MIN WSDOT CLEARANCE 6" GAS @ UNK DEPTH / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 7/18/2024 SS KB BORE/TRENCH PROFILE 30 31 SCALE: NO SCALE N S EW UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE.AABBAAUTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE.AABBAASTATION START STATIONING STARTS AT THE INTERSECTION OF50+00 STATE HWY 507 SE/SR 507 & 170TH ST SE NOTE THE CURRENT SURFACE DOES NOT ACCURATELY REFLECT THE CONDITIONS IN THE FIELD 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655STA 48+246X6 BORE PIT PROPOSED (2) 4" CONDUITS @ 12'DEPTH / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM WA, 98597FORCED RELOCATES17-050 7/18/2024 SS KB BORE/TRENCH PROFILE 31 31 SCALE: HORIZONTAL: VERTICAL: H-SCALE V-SCALE N S EW UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE.AAUTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE.BBSTATION START STATIONING STARTS AT THE INTERSECTION OF50+00 STATE HWY 507 SE/SR 507 & 170TH ST SE NOTE THE CURRENT SURFACE DOES NOT ACCURATELY REFLECT THE CONDITIONS IN THE FIELD EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R2-1 *MULTIPLE LOCATIONS W20-1 W20-7a FLAGGERW20-1W20-7a FLAGGERWT W20-4 W20-4 NOTE: **TCP TO BE USED AT MULTIPLE LOCATIONS ALONG: -CRYSTAL SPRINGS RD NW -THEA ROSE DR SE -CANAL RD SE -PARADISE VIEW ST SE -RAILWAY RD SE -CANAL RD SE -WILKENSEN RD SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 1 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 2 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R2-1 *MULTIPLE LOCATIONS W20-1 W20-7a FLAGGERW20-1W20-7a FLAGGERW20-4 W20-4 WT NOTE: **TCP TO BE USED AT MULTIPLE LOCATIONS ALONG: -91ST AVE SE -WILKENSEN RD SE -RAINIER VIEW DR SE -CANAL RD SE -103RD AVE SE -THEA ROSE DR SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 2 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 2 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP R2-1 *MULTIPLE LOCATIONS W20-1 W21-5 W20-1 WT NOTE: **TCP TO BE USED AT MULTIPLE LOCATION ALONG: - 90TH AVE SE -THEA ROSE DR SE -CANAL RD SE -91ST CT SE -PARADISE VIEW ST SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 3 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK SHOULDER WORK Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP R2-1 W20-1W21-5 W20-1 WT *MULTIPLE LOCATIONS NOTE: **TCP TO BE USED AT MULTIPLE LOCATION ALONG: - THEA ROSE DR SE - CANAL RD SE - 90TH AVE SE - 91ST AVE SE -CARYS ST SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 4 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK SHOULDER WORK Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE CANAL CT SECANAL RD SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERWT W20-1 W20-7a FLAGGERW20-4 W20-4 W20-4 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 5 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE CANAL CT SECANAL RD SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERWT W20-1 W20-7a FLAGGERW20-4 W20-4 W20-4 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 6 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCANAL RD SE THEA ROSE DR SECANAL RD SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERWT W20-1 W20-7a FLAGGERW20-4 W20-4 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 7 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK FLAGGER 2 - LANE ROAD Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWILKENSEN RD SE 91ST AVE SEWILKENSEN RD SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERW20-1 W20-7a FLAGGERW20-4 W20-4 WT / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 8 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERWT W20-1 W20-7a FLAGGERW20-4 W20-4 W20-4 91ST AVE SEWILKENSEN RD SE WILKENSEN RD SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 9 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWILKENSEN RD SE RAINIER VIEW DR SEWILKENSEN RD SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERW20-1 W20-7a FLAGGERW20-4 W20-4 WT / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 10 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERWT W20-1 W20-7a FLAGGERW20-4 W20-4 W20-4 RAINIER VIEW DR SEWILKENSEN RD SE WILKENSEN RD SE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 11 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP103RD AVE SE 170TH ST SE103RD AVE SE W20-1 W20-7aFLAGGERR2-1 W20-1W20-7a FLAGGERW20-1 W20-7a FLAGGERW20-4 W20-4 WT / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 12 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK 3 - WAY FLAGGING Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16910 16930 17041 STATE HWY 507 SE/SR 507 STATE HWY 507 SE/SR 507 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPFLFLFLFLFLFLFLFLFL DWY LANDSCAPE LANDSCAPELANDSCAPELANDSCAPELANDSCAPE DWY WT L/2 L/2 XX 13'17' SPOTTER B XXXXR2-1 12'POLICE OFFICERX / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 13 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK LANE SHIFT Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com170TH ST SE07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 16930 17041 STATE HWY 507 SE/SR 507 STATE HWY 507 SE/SR 507 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPFLFLFLFLFLFLFLFLFLDRIVEWAYLANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPELANDSCAPE POLICE OFFICER WT 6 DEVICE MIN 50'-100' WT XXXXXR2-1 XXXX R2-1 TEMPORARY BIKE LANE L/2 LANDSCAPEXXXR2-1 L170TH ST SEB SPOTTER SPOTTER TEMPORARY BIKE LANE / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 14 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK LANE SHIFT Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering 17100 17141 17041 STATE HWY 507 SE/SR 507 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL LANDSCAPE LANDSCAPE LANDSCAPE XXXXR2-1 WT XX 6 DEVICE MIN 50'-100' LB SPOTTER / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 15 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK LANE CLOSURE Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE STATE HWY 507 SE/SR 507 LANDSCAPE LANDSCAPE LANDSCAPE DWY DWY 6 DEVICE MIN 50'-100' L/2 WT B XXXXL/2XX R2-1 R2-1 17141 17041 17100 TEMPORARY BIKE LANE SPOTTER SPOTTER / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 16 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK LANE CLOSURE Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com 07/23/2024 Development Review Engineer Accepted - No Comments City of Yelm PSD - Engineering EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLLANDSCAPE STATE HWY 507 SE/SR 507 LANDSCAPE DWY XXXXR2-1 WT L6 DEVICE MIN 50'-100' B XX LANDSCAPE 17100 17141 SPOTTER / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001019373YELM LOOP PHASE 2128 CIR VIEW DRYELM, WA 98597FORCED RELOCATES17-050 12/21/2023 S.SCHROEDER B.ETICHA TRAFFIC CONTROL 17 17 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone - All work will stop while pedestrians are escorted through work zones - Signs within roadway will be protected by channelization devices - All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: UNDERGROUND WORK LANE CLOSURE Silas Schroeder (Cell) (253) 709-3302 (Email) sschroeder@teamcannon.com