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HomeMy WebLinkAbout2025-0626 Port Orchard Sidney Rd_Plans_Bid_SignedQ C) 00 0 0 0 M N U w N 0 0 0 0 0 0 0 w 0 C) 0 0 I- 0 0 0 0 0 0 �z'ou ORCHARD FUNDED BY WASHINGTON'S CLIMATE COMMITMENT ACT_______ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 OR 1.800.342.1585 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. A REVISIONS DATE RECOMMENDED BY: CITY OF PORT ORCHARD (DENIS RYAN, PUBLIC WORKS DIRECTOR) RECOMMENDED BY: (K. CHRIS HAMMER, PE, CITY ENGINEER) BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: R. EAGAN 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 CV -01 SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED PORT ORCHARD, WA CITY PROJECT NO. PW2025-007 JUNE 2025 PORTIONS OF SEC 02, T20N., R01 E., W.M. AND SEC 03, T23N., R01 E., W.M. AND �\�ZC HA �F wA SIy FS RFGISTER�� ��� h I0NAL SEC 10, T23N., R01 E., W.M. AND SEC 11, T23N., R01 E., W.M. PORT ORCHARD, WASHINGTON SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM NTS ORCHARD SHEETINDEX SHEET NO. SHEET REF. DESCRIPTION __________ STA. BEGIN ________ STA. END 1 CV -01 COVER SHEET -- -- 2 GN-01 GENERAL NOTES -- -- 3 GN-02 GENERAL NOTES -- -- 4 AL -01 SURVEY CONTROL A 9+64 A 34+00 5 AL -02 SURVEY CONTROL A 34+00 A 53+41 6 XS -01 TYPICAL SECTIONS -- -- 7 XS -02 TYPICAL SECTIONS -- -- 8 XS -03 TYPICAL SECTIONS -- -- 9 RM-01 SITE PREPARATION AND TESC PLAN A 9+75 A 19+50 10 RM-02 SITE PREPARATION AND TESC PLAN A 19+50 A 28+50 11 RM-03 SITE PREPARATION AND TESC PLAN A 28+50 A 37+50 12 RM-04 SITE PREPARATION AND TESC PLAN A 37+50 A 46+00 13 RM-05 SITE PREPARATION AND TESC PLAN A 46+00 A 52+00 14 RD -01 ROADWAY AND DRAINAGE PLAN AND PROFILE A 10+50 A 15+00 15 RD -02 ROADWAY AND DRAINAGE PLAN AND PROFILE A 15+00 A 19+50 16 RD -03 ROADWAY AND DRAINAGE PLAN AND PROFILE A 19+50 A 24+00 17 RD -04 ROADWAY AND DRAINAGE PLAN AND PROFILE A 24+00 A 28+50 18 RD -05 ROADWAY AND DRAINAGE PLAN AND PROFILE A 28+50 A 33+00 19 RD -06 ROADWAY AND DRAINAGE PLAN AND PROFILE A 33+00 A 37+50 20 RD -07 ROADWAY AND DRAINAGE PLAN AND PROFILE A 37+50 A 41+50 21 RD -08 ROADWAY AND DRAINAGE PLAN AND PROFILE A 41+50 A 46+00 22 RD -09 ROADWAY AND DRAINAGE PLAN AND PROFILE A 46+00 A 49+00 23 RD -10 ROADWAY AND DRAINAGE PLAN AND PROFILE A 49+00 A 52+00 24 RD -11 ROADWAY AND DRAINAGE DETAILS -- -- 25 RD -12 ROADWAY AND DRAINAGE DETAILS -- -- 26 RD -13 ROADWAY AND DRAINAGE DETAILS -- -- 27 INT-01 INTERSECTION PLAN A 19+75 A 21+25 28 INT-02 INTERSECTION PLAN A 24+50 A 25+25 29 INT-03 INTERSECTION PLAN A 30+25 A 31+25 30 INT-04 INTERSECTION PLAN D 298+50 D 299+25 31 INT-05 INTERSECTION PLAN A 43+75 A 45+00 32 LS -01 LANDSCAPING PLAN A 20+00 A 25+00 33 LS -02 LANDSCAPING PLAN A 37+50 A 45+00 34 SS -01 SANITARY SEWER PLAN AND PROFILE A 10+50 A 15+00 35 SS -02 SANITARY SEWER PLAN AND PROFILE A 15+00 A 19+50 36 SS -03 SANITARY SEWER PLAN AND PROFILE A 19+50 A 23+50 37 SS -04 SANITARY SEWER PLAN AND PROFILE A 23+50 A 28+50 38 SS -05 SANITARY SEWER PLAN AND PROFILE A 28+50 A 33+00 39 SS -O6 SANITARY SEWER PLAN AND PROFILE A 33+00 A 37+50 40 SS -07 SANITARY SEWER PLAN AND PROFILE A 37+50 A 41+50 41 SS -08 SANITARY SEWER PLAN AND PROFILE A 41+50 A 46+00 42 SS -09 SANITARY SEWER DETAILS -- -- 43 SS -10 SANITARY SEWER DETAILS -- -- 44 SG -01 RRFB PLAN A 21+00 A 28+50 45 SG -02 RRFB PLAN A 28+50 A 33+00 46 SG -03 RRFB POLE DETAIL -- -- 47 CH -01 CHANNELIZATION AND SIGNING PLAN A 9+75 A 19+50 48 CH -02 CHANNELIZATION AND SIGNING PLAN A 19+50 A 28+50 49 CH -03 CHANNELIZATION AND SIGNING PLAN A 28+50 A 37+50 50 CH -04 CHANNELIZATION AND SIGNING PLAN A 37+50 A 46+00 51 CH -05 CHANNELIZATION AND SIGNING PLAN A 46+00 A 52+00 52 CH -06 SIGN INSTALLATION, RELOCATION, -- -- 53 TC-01 TRAFFIC CONTROL PLAN -- -- 54 TC-02 TRAFFIC CONTROL PLAN -- -- SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD COVER SHEET DRAWING No.: CV -01 SHEET No.: 1 OF 54 ABBREVIATIONS EXISTING LEGEND GENERAL NOTES Q U L) 00 O O O M w N 0 0 O O O w O O U CD O I- 0 O n u) I CD O O O AC ASPHALT CONCRETE LF LINEAR FEET AP ANGLE POINT LP LOW POINT APPROX APPROXIMATELY LT LEFT BFC BOTTOM FACE OF CURB OD OUTSIDE DIAMETER BOP BEGINNING OF PROJECT R PARCEL LINE BOW BOTTOM OF WALL P&O PLANING AND OVERLAY C&G CEMENT CONCRETE CURB AND GUTTER PC POINT OF CURVATURE CB CATCH BASIN PCC POINT OF COMPOUND CURVATURE CL CENTERLINE PRC POINT OF REVERSE CURVATURE CO CLEANOUT PT POINT OF TANGENCY COPO CITY OF PORT ORCHARD R RADIUS CSBC CRUSHED SURFACING BASE COURSE ROW RIGHT-OF-WAY CSTC CRUSHED SURFACING TOP COURSE RT RIGHT DIA DIAMETER S/W SIDEWALK EL ELEVATION SHT SHEET OR PAGE EOP END OF PROJECT STA STATION EP EDGE OF PAVEMENT TBC TOP BACK OF CURB EX EXISTING TOC TOP OF CURB FL FLOWLINE TOW TOP OF WALL FT FOOT TYP TYPICAL ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE IE INVERT ELEVATION A DELTA RPMS RAISED PAVEMENT MARKERS CONTRACTOR NOTES 1. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT THE CONTRACTOR SHALL OBTAIN A PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2025 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS") UNLESS SUPERSEDED OR AMENDED BY THE CITY OF PORT ORCHARD CITY PUBLIC WORKS ENGINEERING STANDARDS AND SPECIFICATIONS (HEREINAFTER REFERRED TO AS THE "CITY STANDARDS'). 3. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS SHALL BE ON SITE DURING CONSTRUCTION. 4. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 5. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. CALL 811 AT LEAST TWO WORKING DAYS IN ADVANCE. THE OWNER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF UTILITIES. O DECIDUOUS TREE O- FORCE MAIN AIR RELEASE VALVE 4 CONIFER TREE STORM CATCH BASIN ® MAIL BOX C STORM MANHOLE -- STREET SIGN 0 STORM CLEANOUT ® STORM ROOF DRAIN CABLE MARKER POST o STORM YARD DRAIN © CABLE RISER/ PEDESTAL ® WATER AIR RELEASE VALVE © CABLE VAULT/MANHOLE o WATER BLOW OFF © CABLE JUNCTION BOX � FIRE DEPARTMENT CONNECTION O FIBER OPTIC JUNCTION BOX HOSE BIB o TELEPHONE JUNCTION BOX ® IRRIGATION CONTROL VALVE o TELEPHONE RISER WATER MARKER POST Q TELEPHONE VAULT/MANHOLE WATER METER ® NATURAL GAS MARKER POST <> WATER POST INDICATOR VALVE ® NATURAL GAS METER 4x SPRINKLER HEAD © PROPANE TANK < WATER VALVE o NATURAL GAS VALVE L7 WATER FIRE HYDRANT o POWER CONDUIT O WATER VAULT/MANHOLE .L GUY ANCHOR GUY POLE -----x-----x-----x-----x-----x WOOD FENCE o-uy POWER JUNCTION BOX -----x-----x-----x-----x-----x- CHAIN LINK FENCE 0 POWER MARKER POST -----x-----x-----x-----x-----x WIRE FENCE ^ GUARDRAIL ff POWER METER POWER POLE TOE TOE GROUND TOE -a PP WITH DROP LINE TOP TOP - GROUND TOP PP WITH DROP AND LIGHT BRK BRK - GROUND BREAK PP WITH DROP, LIGHT AND TRANSFORMER - - a- - - - - a- DITCH FLOW LINE PP WITH DROP AND TRANSFORMER -----SD-----so STORM LINE PP WITH LIGHT AND TRANSFORMER -----ss-----ss -----� SANITARY SEWER LINE }--�Y PP WITH LIGHT -----T -----T ---- - BURIED TELEPHONE PP WITH TRANSFORMER OT OT OVERHEAD TELEPHONE POWER TRANSFORMER -----P -----P -----P -----P -----F BURIED POWER -----OH -----OH -----OH -----OH- OVERHEAD POWER POWER VAULT/ MANHOLE -----w-----w-----w-----w-----w WATER LINE POWER CABINET -----c-----c-----c-----c-----c NATURAL GAS LINE LUMINAIRE WITH ARM -----c-----c-----c-----c-----c- BURIED CABLE TV LINE LUMINAIRE -----FO-----FO-----FO-----FO- BURIED FIBER OPTIC LINE LANDSCAPE/YARD LIGHT -----FM-----FM-----FM-----FM' SANITARY FORCED MAIN ® ALUMINUM CAP MAJOR CONTOUR + AERIAL PANEL ---------- MINOR CONTOUR Q BRASS CAP PROPERTY LINE ® CONCRETE MONUMENT - - - - LOTS LINE rl HUB AND TACK — — ROAD CENTERLINE o IRON PIPE — — — — RIGHT OF WAY XLT LEAD AND TACK ----- EASEMENT LINE • MAG NAIL SECTION LINE ® MONUMENT IN CASE QUARTER SECTION LINE + PK NAIL SIXTEENTH SECTION LINE o REBAR AND CAP SCRIBE A STONE ® REBAR AND CONTROL CAP o SS CLEANOUT SS MANHOLE SS MARKER POST o SEPTIC TANK -{ CULVERT N ISOLATION VALVE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENTLY ADOPTED WSDOT AND APWA SPECIFICATIONS AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTLY ADOPTED CITY OF PORT ORCHARD DEVELOPER'S HANDBOOK, THE CURRENTLY ADOPTED SURFACE WATER DESIGN MANUAL AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF PORT ORCHARD. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE PORT ORCHARD DESIGN STANDARDS. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE ENGINEERING PLANS SUCH AS FOR ROADS, GRADING, OR DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER DESIGN (E.G., WATER, SEWER, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO THE PRECONSTRUCTION MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. CONSTRUCTION NOISE SHALL COMPLY WITH THE CURRENT POMC SECTION 9.24.050. 8. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION. 10. THE VERTICAL DATUM SHALL BE NAVD 1988 AND THE HORIZONTAL DATUM SHALL BE NAD 1983 HARN STATE PLANE WASHINGTON NORTH FIPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED, COMPACTED TO 95% MAXIMUM DENSITY AND PREPARED FOR SURFACING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD SPECIFICATIONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTLY ADOPTED MUTCD MANUAL AS APPLICABLE. 16. TO PROTECT SIGNIFICANT TREES FROM THE IMPACTS OF THE PROPOSED DEVELOPMENT, THE APPLICANT SHALL PROVIDE THE BEST PROTECTION FOR SIGNIFICANT TREES PER THE REGULATIONS. AT A MINIMUM, ANY SIGNIFICANT TREES TO BE RETAINED SHALL BE FENCED TWO FEET OUTWARD FROM THE IDENTIFIED DRIP LINE. TREES THAT SUSTAIN DAMAGE DURING CONSTRUCTION SHALL BE REPLACED PURSUANT TO POMC. A REPRESENTATIVE OF THE CITY OF PORT ORCHARD DCD STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS CONDITION PRIOR TO ISSUANCE OF A NOTICE TO PROCEED FOR GRADING AND CLEARING. THE CITY SHALL INSPECT FOR COMPLIANCE WITH THE TREE PLAN PRIOR TO A FINAL INSPECTION. THE INSPECTION SHALL ALSO EVALUATE THE CONDITION OF RETAINED TREES AND ANY AND ALL CORRECTIONS WILL BE REQUIRED TO BE COMPLETED PRIOR TO A FINAL INSPECTION AND RELEASE OF ANY POST FINANCIAL GUARANTEES FOR THE SITE. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: 1 � T. BECK JUNE 2025 \�0CHA WA E- lr OF WASH ALL DIMENSIONS "� J��2- CITY OF PORT ORCHARD GN-01 DRAWN BY: JOB No.: SHOWN IN FEET SC�J ALLIANCE R. EAGAN 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES0 R IIARISHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER1O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 GENERAL NOTES A. KNIGHT 23-000875 GN-01 I�NA L � � A. 253.201.0777 2 OF 54 SCJALLIANCE.COM N O 00 0 0 0 M w N 0 0 O 0 0 O w 0 0 U 0 0 I- 0 0 0 0 0 0 SEWER GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT CITY OF PORT ORCHARD PUBLIC WORKS ENGINEERING STANDARDS AND SPECIFICATIONS. 2. ALL NEW MANHOLES SHALL BE INSTALLED WITH A GU MANHOLE BASE LINER, OR EQUAL. 3. TOPS OF MANHOLES WITHIN PUBLIC RIGHTS -OF -WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO PAVING. 4. ALL MANHOLES IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND ADJUSTING RINGS PER STANDARD DETAIL 922. 5. THE CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 6. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE "STAKED" BY A SURVEYOR LICENSED IN WASHINGTON STATE FOR "LINE AND GRADE" PRIOR TO STARTING CONSTRUCTION. 21. ALL CATCH BASIN GRATES SHALL CONFORM TO THE CURRENTLY ADOPTED STORMWATER MANAGEMENT MANUAL AND THE WSDOT STANDARD PLANS WHEN LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL INCLUDE A COMBINATION INLET FRAME (OPEN -CURB -FACE FRAME), WHEN LOCATED IN A SUMP CONDITION OR BEFORE AN INTERSECTION WITH A 4% GRADE OR ABOVE. A HERRINGBONE GRATE MAY BE USED OUTSIDE THE RIGHT-OF-WAY. ALL CATCH BASINS WITHIN THE GUTTER LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD DETAILS AS APPLICABLE. MAXIMUM CATCH BASIN HEIGHT FROM FINISHED GRADE TO PIPE INVERT SHALL BE PER THE APPLICABLE DETAIL. 22. FOR ANY CURB GRADE LESS THAN 0.8% (0.0080 FT/FT), INCLUDING CURB RETURNS, A PROFESSIONAL LAND SURVEYOR, CURRENTLY LICENSED IN THE STATE OF WASHINGTON, SHALL VERIFY THAT THE CURB FORMS OR STRING LINES ARE AT THE GRADES NOTED ON THE APPROVED PLANS PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY COORDINATION AND COSTS. 23. FOR ANY DRAINAGE PIPE GRADE LESS THAN 0.5% (0.0050 FT/FT), A PROFESSIONAL LAND SURVEYOR, CURRENTLY LICENSED IN THE STATE OF WASHINGTON, SHALL VERIFY THAT THE AS -BUILT PIPE MATCHES THE GRADES NOTED ON THE APPROVED PLANS PRIOR TO COMPLETION OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY COORDINATION AND COSTS. 7. THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWNSTREAM MANHOLES, SCREENS OR PLUGS TO 24. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE CITY OF PORT ORCHARD RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH PREVENT FOREIGN MATERIALS FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REMAIN IN TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED ALONG WITH COLLECTED DEBRIS AT THE HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A REPRESENTATIVE FROM PUBLIC WORKS. 8. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER LINES. ANY CONFLICTS SHALL BE REPORTED TO PUBLIC WORKS AND THE ENGINEER PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR SHALL ENSURE AND VERIFY THAT NO CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITIES PRIOR TO CONSTRUCTION. 10. MINIMUM COVER OVER SEWER PIPE SHALL BE FIVE FEET, UNLESS OTHERWISE SHOWN. 11. AVOID CROSSING WATER OR SEWER MAINS AT HIGHLY ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN UTILITIES SHOULD BE 45 TO 90 DEGREES. 12. AT POINTS WHERE EXISTING THRUST BLOCKING IS FOUND, MINIMUM CLEARANCE BETWEEN THE CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. 13. ALL SEWER MAINS AND APPURTENANCES SHALL BE AIR TESTED PER SECTION 7-17.3(2)F OF THE WSDOT STANDARD SPECIFICATIONS. ALL TESTING EQUIPMENT SHOWN ON THE CONSTRUCTION PLANS AND THAT ARE NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE COMPACTED PRIOR TO TESTING SEWER LINES. 14. ALL TESTING AND CONNECTIONS TO EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF PUBLIC WORKS STAFF. 15. THE CONTRACTOR SHALL PROVIDE COLOR CCTV EQUIPMENT INCLUDING TELEVISION CAMERAS, A TELEVISION MONITOR, CABLES, POWER SOURCES, SIDE -LAUNCH CAPABLE IF NECESSARY, AND OTHER EQUIPMENT. FOCAL DISTANCE SHALL BE ADJUSTABLE THROUGH A RANGE FROM 6 INCHES TO INFINITY. THE CCTV EQUIPMENT SHALL INCLUDE A DISTANCE MEASURING INSTRUMENT (DMI) TO MEASURE THE HORIZONTAL DISTANCE TRAVELED BY THE CAMERA. THE DMI READOUT SHALL APPEAR CONTINUOUSLY ON THE VIDEO PRODUCED BY THE INSPECTION AND SHALL BE ACCURATE TO LESS THAN 1 PERCENT ERROR OVER THE LENGTH OF THE SECTION OF PIPELINE BEING INSPECTED. FOR STORM OR SANITARY SEWERS, THE LENGTH IS MEASURED FROM THE CENTERLINE OF THE MANHOLE OR CATCH BASIN TO THE CENTERLINE OF THE NEXT MANHOLE OR CATCH BASIN. DRAINAGE GENERAL NOTES 16. ALL STORM PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH CITY OF PORT ORCHARD DESIGN AND CONSTRUCTION STANDARDS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 17. ALL STORM PIPE SHALL BE SUBJECT TO A LOW-PRESSURE AIR TEST IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-04.3(1)F AND A VIDEO INSPECTION IN ACCORDANCE WITH THE PORT ORCHARD DESIGN STANDARDS. 18. STORM PIPE COVER, MEASURED FROM THE FINISHED GRADE ELEVATION TO THE TOP OF THE OUTSIDE SURFACE OF THE PIPE, SHALL BE 2 FEET MINIMUM, UNLESS AUTHORIZED BY THE CITY OF PORT ORCHARD CITY ENGINEER UNDER THE FOLLOWING CIRCUMSTANCES: 18.1. UNDER DRIVEWAYS THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM IF THE 2 -FEET CANNOT BE ACHIEVED AND THE COVER IS CONSISTENT WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 18.2. IN AREAS NOT SUBJECT TO VEHICULAR LOADS, SUCH AS LANDSCAPE PLANTERS AND YARDS, THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM. 18.3. IF DUCTILE IRON PIPE OR C900 PIPE IS USED, THE PIPE COVER MAY BE REDUCED TO 1 FOOT MINIMUM. 19. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUT (WSDOT STANDARD SPECIFICATION 9-05.4(3)). 20. ANY DRAINAGE STRUCTURE, SUCH AS A CATCH BASIN OR A MANHOLE, NOT RECEIVING SURFACE RUNOFF AND NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE A SOLID LOCKING LID. ANY DRAINAGE STRUCTURE ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY, NOT RECEIVING SURFACE RUNOFF, SHALL HAVE A SOLID LOCKING LID. 25. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1'), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100% MUST PASS THE 8" SIEVE, 40% MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. 26. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY OF PORT ORCHARD. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: 26.1. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 26.2. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. 26.3. PIPE MATERIAL SHALL BE IN ACCORDANCE WITH PORT ORCHARD DESIGN STANDARDS. IF NON- METALLIC, THE PIPE SHALL CONTAIN A WIRE OR USE OTHER ACCEPTABLE MEANS OF DETECTION. 26.4. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 26.5. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). 26.6. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. EROSION AND SEDIMENT CONTROL GENERAL NOTES 27. APPROVAL OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 28. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CESCL UNTIL ALL CONSTRUCTION IS APPROVED. 29. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/CESCL FOR THE DURATION OF CONSTRUCTION. 30. STABILIZED CONSTRUCTION ENTRANCES, IN ACCORDANCE WITH STANDARD DETAILS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO STREET RIGHT -OF- WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 31. THE TESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS REDUCED TO REQUIRED LEVELS. 32. THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ADDITIONAL PERIMETER PROTECTION, ETC.), AS DIRECTED BY THE CITY ENGINEER. 33. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CESCL AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES AND OF SAMPLES TAKEN DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). 34. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 35. ANY AREA NEEDING TESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 36. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. 37. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO FINAL INSPECTION. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO A DOWNSTREAM SYSTEM. 38. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 39. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES, 40. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH AREAS CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. -A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD CITY ENGINEER. THE INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. OWNER/APPLICANT CITY OF PORT ORCHARD: 216 PROSPECT STREET PORT ORCHARD, WA 98366 PH: (360) 876-7039 CONTACT: CHRISTIAN WILLIAMS, P.E. CONSULTANTS SCJ ALLIANCE 2727 HOLLYCROFT ST. STE 230 GIG HARBOR, WA 98335 PH: (253) 201-0777 CONTACT: AARON KNIGHT, P.E. SURVEY: MTN2COAST 2320 MOTTMAN RD SW, STE 106 TUMWATER, WA 98152 PH: (360) 688-1949 CONTACT: SETH PRIGGE, PLS UTILITIES ELECTRIC: PUGET SOUND ENERGY PH: (425) 324-5341 CONTACT: ERROL BURGOS WATER & SEWER: CITY OF PORT ORCHARD 216 PROSPECT STREET PORT ORCHARD, WA 98366 PH: (360) 876-5139 GAS: CASCADE NATURAL GAS PH: (360) 373-1403 CONTACT: KENDALL YOUNGBLOOD COMMUNICATIONS: CENTURYLINK 10315 SILVERDALE WAY NW SILVERDALE, WA PH: (844) 749-6211 ASTOUND 4519 SE MILE HILL DR PORT ORCHARD, WA PH: (866) 928-3123 CONTACT: WILLIAM ROBINSON KPUD 1431 NW FINN HILL RD POULSBO, WA 98370 PH: (360) 779-7656 CONTACT: BILL WHITLEY TOTAL IMPERVIOUS AREA EXISTING: 1.24 ACRES PROPOSED: 1.41 ACRES A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: 1 � T. BECK JUNE 2025 \�ZCHA WA E- lr OF WASH ALL DIMENSIONS "� J��2_ CITY OF PORT ORCHARD GN-02 DRAWN BY: JOB No.: SHOWN IN FEET -SCJ ALLIANCE T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES0 R ''AR')SHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER1O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 GENERAL NOTES A. KNIGHT 23-000875 GN-02 SI�NA L � � A. 253.201.0777 3 OF 54 SCJALLIANCE.COM 0 50 100 SCALE IN FEET 1-005 1-006 1-053 O 00 O O O M cJ O O w N Of O O M O O O w O O U O I- C n CD O O O EC) OD M U C `t) co 0 U O O W cV W cal 2 Q cn W J J W U W E- cn � A REVISIONS A 20+37.13 N: 189054.49 A 11+21.99 _\\\ I ' A 15+47.02 E: 1190681.80 E: 1190664.53 N: 188563.90 A 20+47.11 N: 188139.26 E: 1190682.64 N: 189063.41 R.O.W. A -LINE (SIDNEY RD) E: 1190706.71 30.0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 N026' 33"E 17+00 18+00 30.0 19+00 20+00 — + — rA 20+62.53= 8 100+00.00 IN: 189078.04 E: 1190725.70 R.O.W. 30.0 21 +00 22 I st 30.0 -- -- -- -- 30.0 48.0 ^ — — — -- --__--__--__--__--__--___j_--__--_ 2-052 2-009 R.O.W. R.O.W. R50.0 / -A 10+00.00 I A 13+56.15 I 2-053 N N: 188016.47 E: 1190680.42 1-053 N: 188370.32 E: 1190741.90 2-005 /\' '$c j I I O C) t c ic C) I Ii 1 Q u 65.0 I p r — — —� o1 U c 4-026 O - N 4-049 I I m C) W I I Co U) + I J + L? 102.01 I g,I z w 1 I I z 30. 30.0 J I 15.0 1 1 6 10.0 A -LINE (SIDNEY RD) 11 I___ ___ R.O.W. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 15.0 R.O.W. 30.0 30.0t F — 316.9 30.0 -00 n 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 » NO2 26 33"E - o NO2 24 40 E o NO2 24 40"E + N � 30.0 19.0 30.0 + 30.0 -�--- - - - - - - �- -- -- -- -- ---- -- A31+15.54= ---- -- --- I D 300+00.00 I I I A 24+55.95= 53.1 I 3-010 N: 190130.11 3-011 C 200+00.00 3-011 E: 1190770.21 I I 3-008 3-009 3-055 N: 189471.10 I A 24+84.58 I ; ; ;N: 189498. E: 1190742.46 I E: 1190763.288 2 I I I I I I I I I II I I I I II I I I I DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED DRAWN BY: R. EAGAN JOB No.: 23-000875 APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 AL -01 HA of WASy h O I0NAL A/ SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD O O CV + p M J W Lu W uJ -j: Uv) W <C/) LEGEND PROPERTY LINE RIGHT OF WAY CONSTRUCTION CENTERLINE SECTION LINE QUARTER SECTION LINE --------------- EASEMENT - --------- TEMPORARY CONSTRUCTION EASEMENT • • + ® ® MONUMENT DATUM HORIZONTAL DATUM: NAD 83/2011 (WA NORTH ZONE) BASED ON TIES TO CONTROL POINTS LISTED IN SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS SURVEY CONTROL PLAN, SHEETS AL -01 - AL -02. VERTICAL DATUM: NAVD 88, BASED ON TIES TO CONTROL POINTS LISTED IN SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS SURVEY CONTROL PLAN, SHEETS AL -01 - AL -02. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD SURVEY CONTROL A 9+64 - A 34+00 DRAWING No.: AL -01 SHEET No.: 4 OF 54 N 0 IC) 00 O O C) M cJ C) w N Of O 0 M 0 Cl O w 0 0 C) C O I- ry O d n 00 O O O EC) O `t) co i O U O O O M Q Q w w w = J vw) < O w w = Q cn w v) z_ = J w U w E- cn 30.0 I� I ID I Lu I_J 4-049 4-021 I > 4-029 If o CD R.O.W. N) p R.O.W. R.O.W. R.O.W.ctl Lu -- -- -- -- -- 90.0 -- -- R.O.W.-�-- 1 50.o A -LINE (SIDNEY RD) 50.0 w 70.0 30.0 -00 35+00 36+00 37+00 38+00 39+00 40+00 1 n 41+00 42+00 43+00 44+00 45+00 46+00 -I NO2 4 40"E -I o - NO2 24 40 E 0 CD 30.0 + A 44+34.99= _ E 400+00.00 R.O.W. - - - 60.0 60.0 60.0 9 60.0 E: 1190825.32 7 R.O.W. -� -- -- -- -- -� -- -- -- -- -- -- 3-007 \ / 3-005 \ 3-026 ' I / 3-001 I I \ \ / I 3-003 I \ 3-002 I / i i i 4-029 y�S R.O.W. �• A -LINE (SIDNEY RD) / &§ + DSO 47+00 N021° 24' 40nE48+00 49+00 — 50+00 5 +00 N03112' 24"E 52+007 53+00 53- + A 50+94.86 AP N: 192107.67 E:1190853.48 O cow �w Q = w� U w w 0 50 100 LEGEND SCALE IN FEET PROPERTY LINE RIGHT OF WAY CONSTRUCTION CENTERLINE SECTION LINE QUARTER SECTION LINE --------------- EASEMENT • •+ DATUM TEMPORARY CONSTRUCTION EASEMENT MONUMENT HORIZONTAL DATUM: NAD 83/2011 (WA NORTH ZONE) BASED ON TIES TO CONTROL POINTS LISTED IN SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS SURVEY CONTROL PLAN, SHEETS AL -01 - AL -02. VERTICAL DATUM: NAVD 88, BASED ON TIES TO CONTROL POINTS LISTED IN SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS SURVEY CONTROL PLAN, SHEETS AL -01 - AL -02. -- --______ -- R.O.W. 2-094 2-146 SOO.� I � 3-078 I I , I I , 3-017 I I O REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS � SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD DRAWING No AL -02 BID DOCUMENTS DRAWN BY: JOB No.: SHOWN IN FEET S C�1 l :LLIAN C E __ _____UNLESS R. EAGAN 23-000875 OTHERWISE CONSULTING SERVICES SHEET No.: SURVEY CONTROL DESIGNATED RF 52136 C3 �' Fs 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 AL -02 I�NA L �� ti° C LLIAN E.CO SCJALLIANCE.COM A 34+00 - A 53+41 5 OF 54 ��ti O x L) 00 0 0 O M w N 0 0 O 0 O w U 0 O I- 0 O u) CD 0 O 0 111- 'IF I III 1111 NTS o Ir 1111 O LLID IL Illl w� zo J� IF IIII` JQ A C �z D i1I H E F iii w� G uJ W A -LINE _=IIII m B B I t (SIDNEY RD) -r- - __ I (-> 7 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SHOULDER TRAVEL LANE LEFT TURN LANE TRAVEL LANE BICYCLE LANE PARALLEL PARKING SIDEWALK ��� Q\ 0.50 C D H E F G ------------------------------------- . J1 - --------1_� 2" 1 8 ROADWAY SECTION KEY NOTES: TYPICAL SECTION A O HMA CL. 1/2 IN. PG 58H-22 NTS O2 CRUSHED SURFACING TOP COURSE A 11+32.00 - 19+90.00 O3 CRUSHED SURFACING BASE COURSE @CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY OF PORT ORCHARD, DWG NO. 300 O CEMENT CONCRETE SIDEWALK PER CITY OF PORT EXISTING 5 ORCHARD DWG NO. 340 SIDEWALK EXISTING EXISTING TRAVEL LANE TRAVEL LANE O POST -CONSTRUCTION SOIL QUALITY AND DEPTH 0.50 (INCLUDES 3 IN. MULCHING, 12 IN. TOPSOIL, AND 4 IN. SCARIFIED SUBSOIL) VARIES VARIES 7 FULL DEPTH SAWCUT 4 8„ O PLANING BITUMINOUS PAVEMENT AND HMA CL. 1/2 IN. 3 I PG 58H-22 INLAY 6" 2 O DEPTH OF PLANING VARIES BETWEEN THE CENTERLINE 4" 1 9 AND THE SAWCUT AND SHALL BE 2" MIN AT THE CENTERLINE. INLAY SHALL BE PLACED TO MAINTAIN A STRAIGHT GRADE FROM CENTERLINE TO FACE OF GUTTER. TYPICAL SECTION B NTS B 100+00.00 - 100+82.00 GENERAL NOTES: 1. ALL AREAS SUBJECT TO GRADING THAT ARE NOT COVERED BY AN IMPERVIOUS SURFACE SHALL, AT 6 PROJECT COMPLETION, BE SEEDED AND MEET THE BIKE LANE ROW REQUIREMENTS OF POST -CONSTRUCTION SOIL QUALITY AND DEPTH AS DEFINED IN THE 11 11 4.5 4 6 I STORMWATER MANAGEMENT MANUAL FOR TRAVEL LANE TRAVEL LANE MIN. PLANTER SIDEWALK I WESTERN WASHINGTON. 0.50 GRAVEL BORROW AS FILL 2. TRENCH PATCHING OMITTED FOR CLARITY. FOR 1.5% LOCATIONS WITH FULL DEPTH RESTORATION DUE PAVEMENT SECTION SHALL VARIES TO TRENCH PATCHING, _ _ _ _ 2„ NST2 MATCH EXISTING MATCH THE TYPICAL SECTION, OR AS OTHERWISE - - - - 2 �ti1q,IJ DETAILED IN THE PLANS. 3 4 2 6" 1 2" TYPICAL SECTION C NTS A 22+04.00 - 24+71.00 O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 XS -01 OF WASH t7 ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET SC�J ALLIANCE R. EAGAN 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES R 11_A RDHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 983350 TYPICAL SECTIONS A. KNIGHT 23-000875 XS -01 SIGN A L � � A. 253.2O1.O777 �ti SCJALLIANCE.COM 6 OF 54 III- 'II- III III1 NTS � o Ir 1111 w a w� IL Illl w� z O J U I c III` J Q I� w C D 111 H G E F III w� J W W II I I A -LINE _= III I m B I It (SIDNEY RD) 6 O x L) 00 0 0 0 I M N w N 0 0 O 0 0 O w 0 0 U 0 0 I- 0 0 0 0 0 0 MATCH EXISTING 6 SIDEWALK 1.5% 2 5 4„ VARIES 0.5-6.5 6 SIDEWALK 2% (MIN) TO MAINTAIN DRAINAGE 1.5% GRAVEL BORROW' AS FILL J I 16.0 I I_ 6 4 MIN. 0.50 VARIES BIKE LANE 4 MIN. 0.50 VARIES $ "3 6" 2 8 3 2" 1 PLANTER AND EXISTING DITCH TO REMAIN 1 BUFFER 0.50 N N 4 7 7 VARIES 0-12 TRAVEL LANE TWLTL TRAVEL LANE BIKE LANE 4 MIN, VARIES EEEEf ------- TYPICAL SECTION D NTS A 25+00.00 - 30+61.00 TRAVEL LANE I I I 3 9 6" 2 2"f\ 6 BIKE LANE MATCH EXISTING 1 6 3.5 4 SIDEWALK PLANTER MIN. 0.50 VARIES 2 2� 5 4� 4 \"i 6" 2 TYPICAL SECTION E NTS A 37+75.00 - 41+41.00 12 TRAVEL LANE 11 I 12 TRAVEL LANE EEEEEE TYPICAL SECTION F NTS A 41+95.00 - 43+88.00 TRAVEL LANE A �O C L► D -H �► E �► F �► G ROADWAY SECTION KEY NOTES: O1 HMA CL. 1/2 IN. PG 58H-22 O2 CRUSHED SURFACING TOP COURSE O3 CRUSHED SURFACING BASE COURSE @CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY OF PORT ORCHARD, DWG NO. 300 OCEMENT CONCRETE SIDEWALK PER CITY OF PORT ORCHARD DWG NO. 340 OPOST -CONSTRUCTION SOIL QUALITY AND DEPTH (INCLUDES 3 IN. MULCHING, 12 IN. TOPSOIL, AND 4 IN. SCARIFIED SUBSOIL) O7 FULL DEPTH SAWCUT OPLANING BITUMINOUS PAVEMENT AND HMA CL. 1/2 IN. PG 58H-22 INLAY ODEPTH OF PLANING VARIES BETWEEN THE CENTERLINE AND THE SAWCUT AND SHALL BE 2" MIN AT THE CENTERLINE. INLAY SHALL BE PLACED TO MAINTAIN A STRAIGHT GRADE FROM CENTERLINE TO FACE OF GUTTER. GENERAL NOTES: 1. ALL AREAS SUBJECT TO GRADING THAT ARE NOT COVERED BY AN IMPERVIOUS SURFACE SHALL, AT PROJECT COMPLETION, BE SEEDED AND MEET THE REQUIREMENTS OF POST -CONSTRUCTION SOIL QUALITY AND DEPTH AS DEFINED IN THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 2. TRENCH PATCHING OMITTED FOR CLARITY. FOR LOCATIONS WITH FULL DEPTH RESTORATION DUE TO TRENCH PATCHING, PAVEMENT SECTION SHALL MATCH THE TYPICAL SECTION, OR AS OTHERWISE DETAILED IN THE PLANS. A REVISIONS DATE BY DESIGNEDBY: ISSUEDATE: _ SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 �ZC HA E� � � � XS -02 OF WASH ALL DIMENSIONS �� J��� CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET S C�.J ALLIANCE C E T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES0 R C II A SHEETNo.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 RDTYPICAL SECTIONS A. KNIGHT 23-000875 XS -01 SIGN A L � � A. 253.201.0777 SCJALLIANCE.COM 7 OF 54 x L) 00 0 0 O M N w N 0 0 I- 0 0 O w 0 0 U CD O I- 0 O n u) I 00 O O O 6 SIDEWALK 2% (MIN) TO 1.5% MAINTAIN DRAINAGE GRAVEL BORROW AS FILL 2 4 _ CEMENT CONCRETE TRAFFIC `--' CURB IN LIEU OF CUT SLOPE UNDER THE BRIDGE 3.4 SOUTH BRIDGE (16/204E, SHOWN) 4.4 NORTH BRIDGE (16/204W) — 2 2 3 L -------------J— L -------------------------------------------------------J EXISTING SIDEWALK IL - >6.5 BIKE LANE 4 I MIN. 0.50 2 VARIES 7 2 8 8" 3 {2) TRAVEL LANE 1.4 SOUTH BRIDGE (16/204E, SHOWN) 2.4 NORTH BRIDGE (16/204W) 6 1 _ EXISTING BIKE LANE 0.50 TRAVEL LANE 2„ c. 11 TRAVEL LANE R R TYPICAL SECTION G NTS A 44+86.00 - 51+77.00 EXISTING TRAVEL LANE VARIES PER PLAN TYPICAL SECTION H NTS A 34+25.00 - 37+70.00 EXISTING SHOULDER III- III. IIII NTS III o Ir IIII w O w� IL I J Illl w� III) Q z O C iz c U D om III H E J F IiiUi III II==-dA-LINE -II==-dI t (SIDNEY RD) C D H E F G ROADWAY SECTION KEY NOTES: O1 HMA CL. 1/2 IN. PG 58H-22 O2 CRUSHED SURFACING TOP COURSE O3 CRUSHED SURFACING BASE COURSE @CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY OF PORT ORCHARD, DWG NO. 300 OCEMENT CONCRETE SIDEWALK PER CITY OF PORT ORCHARD DWG NO. 340 OPOST -CONSTRUCTION SOIL QUALITY AND DEPTH (INCLUDES 3 IN. MULCHING, 12 IN. TOPSOIL, AND 4 IN. SCARIFIED SUBSOIL) O7 FULL DEPTH SAWCUT OPLANING BITUMINOUS PAVEMENT AND HMA CL. 1/2 IN. PG 58H-22 INLAY ODEPTH OF PLANING VARIES BETWEEN THE CENTERLINE AND THE SAWCUT AND SHALL BE 2" MIN AT THE CENTERLINE. INLAY SHALL BE PLACED TO MAINTAIN A STRAIGHT GRADE FROM CENTERLINE TO FACE OF GUTTER, GENERAL NOTES: 1, ALL AREAS SUBJECT TO GRADING THAT ARE NOT COVERED BY AN IMPERVIOUS SURFACE SHALL, AT PROJECT COMPLETION, BE SEEDED AND MEET THE REQUIREMENTS OF POST -CONSTRUCTION SOIL QUALITY AND DEPTH AS DEFINED IN THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 2. TRENCH PATCHING OMITTED FOR CLARITY. FOR LOCATIONS WITH FULL DEPTH RESTORATION DUE TO TRENCH PATCHING, PAVEMENT SECTION SHALL MATCH THE TYPICAL SECTION, OR AS OTHERWISE DETAILED IN THE PLANS. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 �ZC HA E� OF WASH t7 ALL DIMENSIONS "� J��2� CITY OF PORT ORCHARD XS -03 DRAWN BY: JOB No.: SHOWN IN FEET S C�J ALLIANCE C E T. BECK 23-000875 __ BIDDOCUMENTS ______UNLESS OTHERWISE CONSULTING SERVICES0 R C II A SHEETNo.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 RDTYPICAL SECTIONS A. 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WEYRAUCH ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D D JC F'I F\J "IS E DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 1_i APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 RM-01 �oCHAF� �F wASy FS RFGISTER�� ��� h I0 N A L t SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.2O1.O777 SCJALLIANCE.COM ORCHARD SITE PREPARATION LEGEND TEMPORARY CONSTRUCTION EASEMENT _------ SAWCUT (TYP) (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) PLANING BITUMINOUS PAVEMENT (2") REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. SIDEWALK ABANDON EXISTING STORM PIPE ❑ ❑- HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17 i1INLET PROTECTION PER WSDOT STD PLAN 1-40.20 v CULVERT INLET SEDIMENT TRAP COMPOSED OF STRAW WATTLES PER WSDOT STD PLAN 1-30.30 -flu. FILL LINE CUT CUT LINE REMOVING CEMENT CONC. CURB REMOVING PAINT LINE SITE PREPARATION NOTES R1 PROTECT AND PRESERVE. R2 NOT USED. R3 ADJUST CABLE HANDHOLE TO GRADE. 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REFER TO THE CONSTRUCTION SWPPP FOR TEMPORARY STABILIZATION DURING CONSTRUCTION. 4. INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW CATCH BASINS AND INLETS. 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EXISTING MONUMENTS SHALL NOT BE DISTURBED. R8 CABLE PEDESTAL TO BE ADJUSTED TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANY THE TIMING OF RELOCATION TO OCCUR DURING CONSTRUCTION. R9 REMOVING DRAINAGE STRUCTURE. R10 NOT USED. R11 NOT USED. R12 REMOVE HEADWALL AND WINGWALLS. R13 REMOVING CHAIN LINK FENCE WITHIN RIGHT-OF-WAY. R14 REMOVE WOOD SIGN POSTS. GENERAL NOTES: 1. NEW CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ARE SHOWN IN GRAY FOR REFERENCE. 2. FOR SANITARY SEWER ALIGNMENT, SEE SHEETS SS -01 - SS -08. TRENCH EXCAVATION PER CITY OF PORT ORCHARD STD DWG NO. 900. 3. CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT SEEDING IN FINAL CONDITION. REFER TO THE CONSTRUCTION SWPPP FOR TEMPORARY STABILIZATION DURING CONSTRUCTION. 4. INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW CATCH BASINS AND INLETS. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � M. WEYRAUCH JUNE 2025 OF WAS& ALL DIMENSIONS 0 �� J��2�c CITY OF PORT ORCHARD RM-02 B I D D JC 1_i F'I E F\J IS DRAWN BY: JOB No.: SHOWN IN FEET _____ �Z774t S C�J ALLIANCE C E M. WEYRAUCH 23-000875 UNLESS OTHERWISE � � CONSULTING SERVICES 0R IISHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED �SSRFGI STER�O� oh 2727 HOLLYCROFT STREET,ARD SITE PREPARATION AND TESL PLAN SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RM-02 P: 253.201.0777 A 19+50 - A 28+50 10 OF 54 ��ti SCJALLIANCE.COM Q CD 0 L) 00 0 C) 0 M w N 0 0 O 0 0 O w 0 0 U 0 0 I- 0 0 0 0 0 0 I L- 0 N - (N ) ---- x----- x----- x ---- R1 R5 _ _-----X-X— �'�x-----X-----X a : a I Y D 299+25.00, 17.50 RT END SAWCUT 0x I I ' I I x I I II DI II x II = I I x U I �_ I I I m I II X II ' cN x w \ \ \\\ J I I ; \ \ \\ I I II D 299+25.00 \ �- --� \\ , r'Th. 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WEYRAUCH ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED BIDDJC_1_i_F'I_EF\J"IS DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 RM-03 �oCHAF� �F wASy FS RFGISTER�� ��� h '0NAL t SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD ;--- w co W Q = LU cn Z SQ J � W U w Q CO 2E SITE PREPARATION LEGEND TEMPORARY CONSTRUCTION EASEMENT SAWCUT (TYP) (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) PLANING BITUMINOUS PAVEMENT (2") REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. SIDEWALK ABANDON EXISTING STORM PIPE -0-0- HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17 OINLET PROTECTION PER WSDOT STD PLAN 1-40.20 v CULVERT INLET SEDIMENT TRAP COMPOSED OF STRAW WATTLES PER WSDOT STD PLAN 1-30.30 flu. FILL LINE CUT CUT LINE REMOVING CEMENT CONC. CURB REMOVING PAINT LINE SITE PREPARATION NOTES R1 PROTECT AND PRESERVE. R2 NOT USED. R3 ADJUST CABLE HANDHOLE TO GRADE. COORDINATE WORK WITH UTILITY PROVIDER. R4 RESETTING EXISTING HYDRANT (INCLUDES RELOCATION OF EXISTING HYDRANT). SEE RD SHEETS. R5 SEE CH SHEETS FOR SIGN REMOVALS AND RELOCATIONS. R6 REMOVE JUNCTION BOX AND BACKFILL. QADJUST MONUMENT CASE AND COVER TO GRADE. EXISTING MONUMENTS SHALL NOT BE DISTURBED. R8 CABLE PEDESTAL TO BE ADJUSTED TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANY THE TIMING OF RELOCATION TO OCCUR DURING CONSTRUCTION. R9 REMOVING DRAINAGE STRUCTURE. R10 NOT USED. R11 NOT USED. R12 REMOVE HEADWALL AND WINGWALLS. R13 REMOVING CHAIN LINK FENCE WITHIN RIGHT-OF-WAY. R14 REMOVE WOOD SIGN POSTS. GENERAL NOTES: 1. NEW CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ARE SHOWN IN GRAY FOR REFERENCE. 2. FOR SANITARY SEWER ALIGNMENT, SEE SHEETS SS -01 - SS -08. TRENCH EXCAVATION PER CITY OF PORT ORCHARD STD DWG NO. 900. 3. CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT SEEDING IN FINAL CONDITION. REFER TO THE CONSTRUCTION SWPPP FOR TEMPORARY STABILIZATION DURING CONSTRUCTION. 4. INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW CATCH BASINS AND INLETS. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD SITE PREPARATION AND TESC PLAN A 28+50 - A 37+50 DRAWING No.: RM-03 SHEET No.: 11 OF 54 SITE PREPARATION LEGEND CD 0 L) 00 0 M 0 w N 0 0 0 0 0 0 w 0 co 0 U 0 I- 0 0 a 0 0 0 0 I L- 0 n M1 ) �o N I- I- 0 UJ 0 a R1 a /!t0T T AP A -LINE (SIDNEY RD) --- -----x---- 7 ---- ----- - R1 ----x -----x-----X-- -------------- R5 I I 0 20 40 SCALE IN FEET TOP TOP OP - TOP A 37+74.99, 0.09 RT----O _ R5 OH-----OH-----OH-----OH----------OH-----OH-----OH�P--mooTO�H-----o�OF�--oH---Tb�H-----o OP--off---TO ----- ----- OH-- -- OH PLANING AP — To TOE TOE � F --G---- ----G ----G------G-----G---------G-----G-----G-----G----- -- G --G-----G---T�G-----G- TOEG-----T�GG=E---G--- FNl - FLL �J. 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W= — —=w----- �v— -- —�-- w_ — - Wz _ �v— _ — �v— — J-- — — zv_ =-±.. -w= — -w- — W-- -rv- LL L. -w= _- C) w U w -�----------------------------------- w cn _—---------+-------------------h-- � — TOE TOE TOE TOE / TOE — TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE — TOE TOE TOE — / / TOF TOP TOP — TOF I pQ TOP SOP TOP "OP TOP TOP TOP TOP R1 R1 R1 R1 R5 1 TI I 1 I II o a I I II E 399+13.00, 10.50 RT I I I I I II I E 399+13.00, 13.94 LT END SAWCUT I II BEGIN SAWCUT LL I I I II BEGIN PLANING — — I o� I I II o I %M8 I I I 1 E 399+79.28, 10.50 RT o 1 I 1 11 SAWCUT AP a R5 = `I I I I 1 u,L rE 399+79.28, 13.94 LT , A 44+03.25, 14.00 LT o w SAWCUT AP - - 1 SAWCUT AP I 11 z I ❑ R8 R5 R9 — — r BEGIN PLANING I y II 1 I oH-- I•W A 44+03.25, 1.37 LT R1 Q o sd7 I 1 I H___--OH--"-°H A -LINE (SIDNEY RD) END PLANING I,�'Jw OH_ -_ -°H-----° R1 IQQ I \ H- ---x -----x ---,,+ A 43+69.68 1.35 LTSc 1 - °__ Nx---------X-----X -----x -----x -----x - * ___ PLANING AP / o a`0�' _ / I oH- 4 --ow 1 H 1. � �` =i===*===*==--*--- *.-==*==-I --b-- -—— * ---- * P / `� t �- Flu. __ __ __F _ F -----� _ ❑ ❑ O O ❑ ❑ O W- - ---� - - -*-------i— ------ - -■ z W __ — — — — '�----FM— — — —--+��----------------------� ---- I �il ----- M-----FM--d--ft—FM----A—---FM +0O -----FM-----FM-----FM-----FM-----FM-----FM-----F46 < — ——--------------------- FM ---FM --- — ---- ----- FM — — — FM , --- FM -- — FM -- — FM — FM — M ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ---- F FM — --- FM ----I-FM — F FM ----- FM ---l--FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -- I I W ---V� —--W----rW .—W---- W -----VP— w----- v—W-----W-----W-----W-----W-----W-----W-----W---- ... ., w-----w-----W-----w-----W-----W-----w----- Uw -----w---- w-----w-----W-----w-----w-----w-----w-----w-----w- _ - --- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------' ------' -------- 3 r — — — — — — — — — — — — — — — — — — — — — — — — — - W- W_- — =w-------------------$+--------- ------W—W ~ --- --- 0-----0-----0-----0-----0--- ----w-----w-----w-----w-----w-----w-----w-----w-----w----- o-----o-----o-----o-----o----- T0E TOE T- TO TOE TOE TOE TOE TOE A 43+69.68, 20.71 RT OE TOETOE TOE E TOE TOE TOE TOE TOF so END PLANING R1 TpF �p� TOP TOP PLANING LIMITS TO MATCH EXTENTS , Tnp — TOP TOP TOP TOP OF POTTERY AVENUE IMPROVEMENTS o R1 TOE TOE -� I UP - TOP - R5 R1 R1 R1 R1 R5 R5 .� O L() 1 W W Z w J = =C,) U w i- w — — — — TEMPORARY CONSTRUCTION EASEMENT _-----_ SAWCUT (TYP) (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) PLANING BITUMINOUS PAVEMENT (2") REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. SIDEWALK ABANDON EXISTING STORM PIPE -0-0- HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17 OINLET PROTECTION PER WSDOT STD PLAN 1-40.20 v CULVERT INLET SEDIMENT TRAP COMPOSED OF STRAW WATTLES PER WSDOT STD PLAN 1-30.30 flu. FILL LINE CUT CUT LINE REMOVING CEMENT CONC. CURB REMOVING PAINT LINE SITE PREPARATION NOTES R1 PROTECT AND PRESERVE. R2 NOT USED. R3 ADJUST CABLE HANDHOLE TO GRADE. COORDINATE WORK WITH UTILITY PROVIDER. R4 RESETTING EXISTING HYDRANT (INCLUDES RELOCATION OF EXISTING HYDRANT). SEE RD SHEETS. R5 SEE CH SHEETS FOR SIGN REMOVALS AND RELOCATIONS. R6 REMOVE JUNCTION BOX AND BACKFILL. ®ADJUST MONUMENT CASE AND COVER TO GRADE. EXISTING MONUMENTS SHALL NOT BE DISTURBED. R8 CABLE PEDESTAL TO BE ADJUSTED TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANY THE TIMING OF RELOCATION TO OCCUR DURING CONSTRUCTION. R9 REMOVING DRAINAGE STRUCTURE. R10 NOT USED. R11 NOT USED. R12 REMOVE HEADWALL AND WINGWALLS. R13 REMOVING CHAIN LINK FENCE WITHIN RIGHT-OF-WAY. R14 REMOVE WOOD SIGN POSTS. GENERAL NOTES: 1. NEW CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ARE SHOWN IN GRAY FOR REFERENCE. 2. FOR SANITARY SEWER ALIGNMENT, SEE SHEETS SS -01 - SS -08. TRENCH EXCAVATION PER CITY OF PORT ORCHARD STD DWG NO. 900. 3. CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT SEEDING IN FINAL CONDITION. REFER TO THE CONSTRUCTION SWPPP FOR TEMPORARY STABILIZATION DURING CONSTRUCTION. 4. INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW CATCH BASINS AND INLETS. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: __SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: M. WEYRAUCH JUNE 2025 OF WASH ALL DIMENSIONS �� J��2�c CITY OF PORT ORCHARD RM-04 B I D D JC 1_i F'I E F\J IS DRAWN BY: JOB No.: SHOWN IN FEET _____ �Z774t SCJ ALLIANCE M. WEYRAUCH 23-000875 UNLESS OTHERWISE CONSULTING SERVICES 0R IISHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED �SSRFGI sTE��°� 2727 HOLLYCROFT STREET,ARD SITE PREPARATION AND TESC PLAN SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RM-04 IONA L P: 253.2O1.O777 SCJALLIANCE.COM A 37+50 - A 46+00 12 OF 54 0 Q 0 00 i M i w N 0 0 O O O O w O O U O O I- 0 ci u) O O 0 0 I L- 0 101 � U �o HN I- 0 UJ 0 a I 1 I 1 ' 1 , ' 1/FILL SLOPE TO BE MAINTAINED AROUND a EXISTING OIL -WATER SEPARATOR TO AVOID ADJUSTMENT OF VAULT LID. R9 a R12 1� A -LINE (SIDNEY RD) -CUT CU CUTS _ CUZ �.O CUT CUT CUT CUr CUT T E - F TOE TOE -----h'11J ----- JU ----- JU-----JU --. -- FOOLING FOR WSDOTK BRIDGE NO. 16/204E BRIDGE COLUMN (TYP) CUT CUT - CUT — �D- SITE PREPARATION LEGEND TEMPORARY CONSTRUCTION EASEMENT 0 20 40 SAWCUT (TYP) SCALE IN FEET (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) PLANING BITUMINOUS PAVEMENT (2") REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. SIDEWALK / aI - - _______________________________ - - — — --- — — — - - --F ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -----Fluff =a =FM O �==='P==-=-- FM ----- FM ----- FM ----- FM TIFT ----- FM -----FM -----FM-----FM- --71M----- FM -----FM ---FM-----FM W Q ---FM-----FM-----FM-----FM-----FM-----FM-----FM-----FM ---7+--r�d - ---FM-----FM --- -fiul �J_ =F - ` -FM-----FM-----FM ----------FM-----FM-----FM---FM -----FM-----FM -r---FM----- w U) W 00 4 - 400 / 1 ,r / / ---W-----W----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W--�.--W-----W-----W=P==-WP--= ___W W W-----W-----W-----W-----W----rw -- r--- w -----w UW -------------------------------------------- ---------- 1d —P=- ---------/— ----- /7-P -) W Q W / -P --- < co , --P ---r-P -----P ---- --------------------------------------—,----Th---------------- —t--- ----- -3-----0-----0-----0-----0-----0-----0-----0-----0-----0-----0-----0-�j---0-----0-----0- ---0-----0-----zJ= �0=3=== 3---J-3---�=0===-=0=== 0--0===�=9-- 3---0-3--- TOE TOE _ >--- S -- - --- SD ----- SD---- SD ----- SD ---- j --D- a ----� a TOE TOE TOE TOE TOE TOE �_�- - I I I 1 / I /7 0' i FOOTING FOR WSDOT BRIDGE NO. 16/204E A 50+25.22, 14.03 LT SAWCUT AP R� FOOTING FOR WSDOT BRIDGE NO. 16/204W A -LINE (SIDNEY RD) ,7% � I I rr---, III I I // CUT CUT �� CUT R1 FOOTING FOR WSDOT BRIDGE NO. 16/204W / // '/ R1 ' / / A 51+47.31, 13.99 LT SAWCUT AP A 51+76.52, 13.00 LT END SAWCUT END PLANING R1 0 X ----- X-- X----- X----- X----- X----- X---- - ____ - - / ----- ________________ ----- -----SD----- SD -----SDI ---SD ----- _ - ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ---- -- FM ----- FM ----- FM ----- FM ---- �FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- ----- FM ----- FM ----- W 00 FM-----FM-----FM-----FM-----FM-----FM-----FM-----FM5.-(t -----FM-----FM-----FM -----F jv'--FM-----FM-----FM--- GO---FM-----FM-----FM-----FM-----FM-----FM-----FM-----F82+OfJ- FM -----FM- --FM-----FM-----FM----- C/) I- - -� - - -I�--� - - -I---- - I I_ J = / / N = H-w-----w-----w-----w-----w-----w-----w-----W=--W-----W-----W-----W-----W----- j---W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W---�W-----W-----W-----W-----W--- U- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' WP.----P-----P-----P-----Pi�---P-----P P-- /' ------------------------------------------- / -----.A,�O----_O�---_0-----0-----0-----0----- ---- - -----0----- ------ 3- 3---f?-3 -- 3-- �?-3---�3----4D-3---49-3 --4D-3- -9=3== 0�--- ----- ----- ----------�-- Dr-= --------0-�~--0- --0-- -0-- - = �- - - - �- 0--0 -0- - 2-_ --0 _� -0-- _. _ _ 1 ----OH ----- OH -----OH ----- OH -----OH---- /-I tI1t777 /7/7 ABANDON EXISTING STORM PIPE -0-0- HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17 OINLET PROTECTION PER WSDOT STD PLAN 1-40.20 v CULVERT INLET SEDIMENT TRAP COMPOSED OF STRAW WATTLES PER WSDOT STD PLAN 1-30.30 FlLL FILL LINE CUT CUT LINE REMOVING CEMENT CONC. CURB REMOVING PAINT LINE SITE PREPARATION NOTES R1 PROTECT AND PRESERVE. R2 NOT USED. R3 ADJUST CABLE HANDHOLE TO GRADE. COORDINATE WORK WITH UTILITY PROVIDER. R4 RESETTING EXISTING HYDRANT (INCLUDES RELOCATION OF EXISTING HYDRANT). SEE RD SHEETS. R5 SEE CH SHEETS FOR SIGN REMOVALS AND RELOCATIONS. R6 REMOVE JUNCTION BOX AND BACKFILL. ®ADJUST MONUMENT CASE AND COVER TO GRADE. EXISTING MONUMENTS SHALL NOT BE DISTURBED. R8 CABLE PEDESTAL TO BE ADJUSTED TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANY THE TIMING OF RELOCATION TO OCCUR DURING CONSTRUCTION. R9 REMOVING DRAINAGE STRUCTURE. R10 NOT USED. R11 NOT USED. R12 REMOVE HEADWALL AND WINGWALLS. R13 REMOVING CHAIN LINK FENCE WITHIN RIGHT-OF-WAY. R14 REMOVE WOOD SIGN POSTS. GENERAL NOTES: 1. NEW CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ARE SHOWN IN GRAY FOR REFERENCE. 2. FOR SANITARY SEWER ALIGNMENT, SEE SHEETS SS -01 - SS -08. TRENCH EXCAVATION PER CITY OF PORT ORCHARD STD DWG NO. 900. 3. CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT SEEDING IN FINAL CONDITION. REFER TO THE CONSTRUCTION SWPPP FOR TEMPORARY STABILIZATION DURING CONSTRUCTION. 4. INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW CATCH BASINS AND INLETS. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � M. WEYRAUCH JUNE 2025 RM-05 OF WASH ALL DIMENSIONS �� J��2�c �Z774t CITY OF PORT ORCHARD BIDDJC1_iF'IEF\J"IS DRAWN BY: JOBNo.:SHOWN IN FEET SCJ ALLIANCE M. WEYRAUCH 23-000875 UNLESS OTHERWISE CONSULTING SERVICES 0RSHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED alp GISTER��� oh 2727 HOLLYCROFT STREET,ARD SITE PREPARATION AND TESL PLAN SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RM-05 P: 253.201.0777 A46+00 -A52+00 13 OF 54 ��ti SCJALLIANCE.COM LEGEND H 0 20 40 ------- SAWCUT SEE RM SHEETS V I I HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 0 4 8 SCALE IN FEET INLAY HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 CEMENT CONC. SIDEWALK COPO STD DETAIL 340 GRADE DITCH FOR + �-� + + + + ++ _ _ _ POSITIVE DRAINAGE CEMENT CONC. VERTICAL COPO STD CURB AND GUTTER DETAIL 300 °nI I A -LINE (SIDNEY RD)--__�---�'� CEMENT CONC. TRAFFIC WSDOT STD _ PLAN F-10.12 H - - ----- OH ---O--OH H -------- OH -- o OH ----- ----- — �F� HtT --- -- - 0 HO -- a ----- - TOE-- 0 -- 0 ----- ----- OH ----- OH ----- OH ----- OH ----- 0�^ ---- 0H --\-- OH ----- ----- ----- 01�0�--6H" T-0®;=�F►Q -�- ^u �p€- - _--dpb_—��fl ____ I1ff°I ___ T CONC. PEDESTRIAN pi--i---- dQ _- --------CEMEN ccdC o CURB DETAIL 301 —„----- �+ o DETECTABLE WARNING SEE RD -11 O �---- FM ----- FM -----FM---FM --- o FM ----- F - FM ----- FM ----- FM ----- FM -----F ----- FM -----FM---- �M -----FM -----FM----FM ----- FM ----- FM ----- FM ----- FM -----FM-- ,000 0-------------------�— s I � 0 SURFACE F Q SOLID WALL PVC STORM - - I - ` I- - ------ _-----_----- -I I I- - - z w SEWER PIPE PE �--------------- _ _ J = FORCE MAIN PIPE SEE SS SHEETS - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - J (I) WSDOT STD - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ CATCH BASIN TYPE 1 _ -�------------_�--__- ___�-==C=--Z:---C=--- ---�------- ---Sri®- C-----C----c-----C-----C-----C-----C--- -SOP_C =--c -C --C-----c- PLAN B 5 2 TOP TOPT - T29 _ o,=--w-----w-----w-----w-----w----- w-----w-----w-----w-----w-----w-----w-- CONCRETE INLET (CI) WSDOT STD TOP T� - -D SDI--- S� ____ D X CB 5 - - - - - - - W----- PLAN 6 25 60 --=-a-==== o __--- — ! L _-- _ E c 059 -`------------------- TOP \ _ _ _ TOP �_ ___ _-- TO -_ �H ----- OH - _ �H ---- ----- _ O� H ----- OH ----�H ----- nH ---- �J I -- ----- ZQP -- �H ----- QJi----- �H ----- Oli----- - Al-— — = - �D- — LSD_ � -SD - - SD - - SD- - - - - - - - -S �" SD SD =� - - - - - - - _ - - 4 CATCH BASIN TYPE 2, \ _ J !-1 - I \\ 1 I Q\_- WSDOT STD _ ________________ 48 IN. DIAM. UNLESS PLAN B-10.20 --------- ; - --- --- -- OTHERWISE NOTED 4 RESETTING EXISTING HYDRANT PER PLAN ® 3L QUARRY SPALLS SEE RD -12 -� - NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. OGRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. C. 0 C 0 00 C7 O O M N C C U w N 0 0 0 0 0 0 0 w 0 co C U 0 O 0 O ci u) I` co 0 O 0 I L- 0 n I- N U 200.0 195.0 190.0 185.0 180.0 APPROX. EX GRADE © ( : : : CC. cc. co. (N.00. O. �. �. ). O. �. C . coO . Nom. CV. N-. c -C' rn cc cc. cc. cc. 0) rn. 07 rn 0) 0). 0). M. 0) rn. rn. 10+50 11+00 12+00 A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -01 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 13+00 �\�ZC HA �F wA SIy FS RFGISTER�� ��� h 'ONAL t --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM 14+00 ORCHARD 200.0 O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 195.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. (DADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 190.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 185.0 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 180.0 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. 15+00 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: CITY OF PORT ORCHARD RD -01 SHEET No.: ROADWAY AND DRAINAGE PLAN AND PROFILE A 10+50 - A 15+00 14 OF 54 LEGEND N 0 I-) 00 0 0 O M / w N 0 0 O 0 0 0 w 0 co 0 U 0 O 0 O ur) I 0 O O O I L- 0 n 0 I- (-) N O O ) O L w� zw —w J = =C!) Quj w 210.0 205.0 200.0 195.0 190.0 H 0 20 40 V 0 4 8 SCALE IN FEET A -LINE (SIDNEY RD) -----x----- Te x —=x----- ---rx= x�— - x --_x— --X--- x_ _-----Y---,.�x: _ __ _ - - vn-ToE i3F �----OH-----OH-----OH-----OH-----—OH--- --- - -----OH- OFr—--d0i0,T—Q}� ----- nH----rOT-I-- 0-�6H=FQP_p— — HO_ u^ �ImP---po= TROP P_--- T@1rE 4-----4-----4----- -- del - - :L I _ T— P---- Pte- lid HO-- HO---- - --- ---- c ----- ----c--- - - - GOP TAP--- a-----a---------a-----Q _ ----SD----- ---- ---=6--===6---= _-- -- - - + o col a6r �- _ TOP-----G-TOPG---- G-----G-----G----------G-----G--= -G-=--G----------G- -- G-----G-----G- O7 ----------------- I�-- &I�-- - ----------------------------------- -----------TOP ---TOP -TOP TOP TOP--- TO I TOP =- D `7M-----FM-----FM-----FM-----FM-----FM-----FM ---- FM ----&FM-----FM-----FM-----FM-----FM-----FM-----FM-----FM -- --FM-----FM-----FM-----FM-----FM-----FM-----FM-----FM -----FM -----FM-----FM-----FM-----FM-----FM-----FM-----FM----FM -----FM-----Ft Q 111 ��� �� ��i �i �i����(� W ���� 1'�fl"CA- LJJ J = — I — ——— I— — —I —._I-=------------- — =U) U w --------------- --------------- ----------------------- c-----c-----c-----c-----c-----c----c-----c---- -----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----c-----d-0-----0-----0- --w-----w-----w-----w-----w-----w--- w----- J --w_ ----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w----- SD-----SD---1X.SD-----SD-----SD - ---------- 3 SD-----SD-----SD-----SD----SD--5D-- SD-SD=--S6--Sd--�D----=SD---SD SD -SD--_-SD- --SD- SD SD -SD--_-SD- --SD - -SD--SD---SD -= D=- ------ EX SDMH 5075 % � -\ X C EB 5082 EX SDMH 5088 \\ //'>/' &Qo?!L ____ - iG �i.ii Ytir i� _iii Yrr ii_r i i �i YYr ____ i - _I�r ____ iii i i i \�\, EX CB 5078----sq// I y\� /// • . -EX SDMH 5075 STA:15+95.12, 23.49' RT .............................. EXISTING MANHOLE RIM 19809 • IE IN:192.00 (18" NW) (EX PIPE) IE IN:192.00 (15" N) (EX PIPE) APPROX. E)( GRADE @ : : IE OUT:192.10 (18" S) (EX PIPE) I I ..................................... ......................... ...................................................................................I..I........................ ........................................................................ ...:--------- ------ ....___-.--.--.--.--.--.. ........................i.. ....................... 1 I. ____----- EX SDMH 5088 -------------1 1----- : STA:18+86.85, 25.08' RT __---- EXISTING MANHOLE = -----------I r-- RIM: 203.79 IE IN: 197.50 (15" N) (EX PIPE) L J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 (15 " S)(EX ) ... . ....IE OUT:197.40 4 EX PIPE )• EX GRADE @ O. �. N. 00. N. O. 00. L(). . (0, (). 6). �, r- -. CD. N, O O) O 0) N CD O 00 N- N 3. <. <. <. (3. (3. (N. (. O). 0). 0). 0) O). O). O). O O, O, O O CD O, O O O, -I - NI N N N' NI N- N N' NI (V 15+00 16+00 17+00 A REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 RD -02 �oCHAF� �F wASy FS RFGISTER�� ��� ,Lh �IONAL 18+00 t --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM 19+00 ORCHARD SD FM D■ 1 A SAWCUT HMA CLASS 1/2 IN. PG 58H-22 INLAY HMA CLASS 1/2 IN. PG 58H-22 CEMENT CON C. SIDEWALK GRADE DITCH FOR POSITIVE DRAINAGE CEMENT CON C. VERTICAL CURB AND GUTTER CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB DETECTABLE WARNING SURFACE SOLID WALL PVC STORM SEWER PIPE FORCE MAIN PIPE CATCH BASIN TYPE 1 CONCRETE INLET (CI) CATCH BASIN TYPE 2, 48 IN. DIAM. UNLESS OTHERWISE NOTED RESETTING EXISTING HYDRANT QUARRY SPALLS NEW / RELOCATED SIGN ON POST CONSTRUCTION NOTES SEE RM SHEETS SEE XS -01 SEE XS -01 COPO STD DETAIL 340 COPO STD DETAIL 300 WSDOT STD PLAN F-10.12 COPO STD DETAIL 301 SEE RD -11 SEE SS SHEETS WSDOT STD PLAN B-5.20 WSDOT STD PLAN B-25.60 WSDOT STD PLAN B-10.20 PER PLAN SEE RD -12 SEE CH SHEETS INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. 210.0 INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 205.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. (DADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 200.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 195.0 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 190.0 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. 19+50 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: CITY OF PORT ORCHARD RD -02 SHEET No.: ROADWAY AND DRAINAGE PLAN AND PROFILE A 15+00 - A 19+50 15 OF 54 CONSTRUCTION NOTES GENERAL NOTES: 0 0 L) 00 0 0 O M w N 0 O 0 0 0 w 0 co 0 U 0 O I- 0 O a Ur) I 0 O O 0 INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 1. FOR INTERSECTION GRADING, SEE TNT SHEETS. AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER "SEWER" 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. @GRADE VALVES SHALL BE STAMPED WITH ON THE IRON LID. PADS (12" DEPTH). O ADJUST VALVE BOX. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE O INSTALL THICKENED CURB EDGE AT DETECTABLE WARNING 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, T SURFACE LOCATIONS PER DETAIL, SHEET RD -11. SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. U) O4 ADJUST CATCH BASIN. 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED ADJUST CABLE VAULT. INSTALL VAPOR BARRIER. BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO U)O5 U) THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXCAVATING FOR STORM PIPE AND STRUCTURES. 6 EXISTING STRUCTURE PER WSDOT STD PLAN B-30.10 AND B-30.20. MAINTAIN MINIMUM DITCH SLOPE OF 0.3% 8 EX SSMH 5002 A -LINE (SIDNEY RD) AND MAXIMUM SIDE SLOPE OF 2H:1V --- - I' - - - - -- ---- - -- 3P 7M� x�--x-x ---x-c-- !�___!-- -----� --- 2K--- c------___= 2K==== !-TOE TOE TOE —e E TOE TOE Tp,- ++ -c----- G-----G-----G-----G-----G------------�---- _ E TOE TOE TOE TOE TOE T+Ot+ TOE ---�- -TOE Tb + + ++ o-- G -----G---- G +-��---- N : O O +++++ + + + + ++ + +o TOP TOP TOP T�-----------r— + + + + + +-- FM - FM ----- FM ----- FM ----- FM ----- F--- F---- �„ ,- -G----- G� -6--G---f ----�-----=�_F� - -_ ► - -�_- --Q---�-� ----- ----- ----- ��-� + + p FM ---- ----FM-----FM-----F" -TFM-----FM -----F -- =FM ---- M-----FM-----FM ----- ----------FM-----FM-----FM-----FI---M-----FM-----FM-----FM-----FM' -FM-----FM-----FM-----FM -F--- ---------------_� �� -- —e�� ����---- --- CV 0 QU_i--F------ --- -- - A--- - --- - - -- -• zW - - I - -:- o - I- -IT-T- I - - I - -- I- - - - --j J = ---- U W o , W � ' ----- -- - C -----C -- ----- --------C-----C-----C-----C-----C-----C-----C-----C-----C-----C-- --- D-----C-----C-----C-----C-----C-----C-----C----TC W -------r-----�---- ------- - ----- ----- ----- ----- ----- ----- ----- ----- ----- - - Q ----w-----w-----w----- ---- ----- ----- ----- --- - 1--- ---- --- ---- --- ----- --- ----- --- ----- ----- ----- --------W---• ----- ----- ----- ----- ----- ---- - r� T----- --° ---- -- -w----w-----w- -- - ----- - --- ---- ----- ----�--- p ° o EX CB 5094 14 / \ �0 4 4t' 9 CI 01 -� - ' ? CB 01 CONCRETE INLET 9 Cl 02 U � A 22+04.40, 28.50 RT W/SOLID LID AND THROUGH CURB INLET A 23+25.00, 19.17 RT x----" few '�°e ,� AP RIM: 207.46 CONCRETE INLET 0 1 , 2 /`' / ,,-'-' IE OUT:205.46 12" (E) W/SOLID LID AND THROUGH CURB INLET -A 21+47.72, 33.84 RT RIM: 207.85 1 O �' / Q c;/ -,--** CONTRACTOR TO RESET HYDRANT 8 LF OF SOLID WALL PVC STORM SEWER IE OUT:205.85 12" (E) = I ,�o PER COPO STD DETAIL 881 PIPE 12 IN. DIAM. © 0.50% W / -,- J/ ° 8 LF OF SOLID WALL PVC STORM SEWER ' m ',J"/ / ��- oQ PIPE 12 IN. DIAM. @ 5.32% 220.0 215.0 210.0 205.0 200.0 195.0 22+00 23+00 19+50 20+00 21+00 O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -03 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �\�ZC HA �F wA Shy ► <u FS RFGISTER�� ��� h S'ONAL --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD 220.0 215.0 210.0 205.0 200.0 195.0 215.0 210.0 205.0 200.0 195.0 24+00 100+00 SD FM ❑� H 0 20 40 V 0 4 8 SCALE IN FEET LEGEND SAWCUT HMA CLASS 1/2 IN. PG 58H-22 INLAY HMA CLASS 1/2 IN. PG 58H-22 CEMENT CONC. SIDEWALK GRADE DITCH FOR POSITIVE DRAINAGE CEMENT CONC. VERTICAL CURB AND GUTTER CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB DETECTABLE WARNING SURFACE SOLID WALL PVC STORM SEWER PIPE FORCE MAIN PIPE CATCH BASIN TYPE 1 ■ CONCRETE INLET (CI) CATCH BASIN TYPE 2, 48 IN. DIAM. UNLESS OTHERWISE NOTED RESETTING EXISTING HYDRANT QUARRY SPACES F NEW / RELOCATED SIGN ON POST B -LINE PROFILE PVI- B 100+58.00 PVI. ELEV: 205.73 K: 8.57 LVC: 30.00 o Ln . CD CD O) o r7 Sri r7 �.o......... r- + N + 0 0 CD:] CD W m m —,%-1.50%I coo rn o......... N W GRADE BREAK B= 100+82.00 EL = 204.53 • GRADE BREAK 8= 100+32.00 EL = 206.12 r7•N 0O NN c0 00 N'•00 O O O• O O O N CN N N N N SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD ROADWAY AND DRAINAGE PLAN AND PROFILE A 19+50 - A 24+00 SEE RM SHEETS SEE XS -01 SEE XS -01 COPO STD DETAIL 340 COPO STD DETAIL 300 WSDOT STD PLAN F-10.12 COPO STD DETAIL 301 SEE RD -11 SEE SS SHEETS WSDOT STD PLAN B-5.20 WSDOT STD PLAN B-25.60 WSDOT STD PLAN B-10.20 PER PLAN SEE RD -12 SEE CH SHEETS 215.0 210.0 205.0 200.0 195.0 101+00 DRAWING No.: RD -03 SHEET No.: 16 OF 54 p l o I; �; H LEGEND o I'x INSTALL FLARED END I p I�i 0 20 40 ------- SAWCUT SEE RM SHEETS ON PROPOSED STORM w O ' I . °- � X V I I I HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 PIPE PER DETAIL, j O I� - 0 4 8 SHEET RD -11 X U z I �' _ 0 -" SCALE IN FEET INLAY SEE XS -01 w I . HMA CLASS 1 /2 IN. PG 58H-22 MAINTAIN MINIMUM I I; COPO STD CEMENT CONC. SIDEWALK 0.3% AND MAXIMUM i I PROTECT AND DETAIL 340 SIDE SLOPE OF I I � PRESERVE EXISITNG X CULVERT PIPE GRADE DITCH FOR 2H:1V x I \ POSITIVE DRAINAGE \' 1 CB 04 -,� x----------x-----x-----x-----x-----x-----x-----x-----x-----x-----x-----x-----x-----x- CEMENT CONC. VERTICAL COPO STD • I I ,x \��_F -'---- A 26+93.91, 17.00 LT CURB AND GUTTER DETAIL 300 �,1 CB 05 2K)ik' 1 __ / 1 CB 06/ ≥( CEMENT CONC. TRAFFIC WSDOT STD %- - - - - - - - - - - - - - - - - - - - - - - - - - - �-- - - - - - - - - - - - - - - - - - - - - - - - - - - CURB PLAN F-10.12 , / �' 3 A -LINE (SIDNEY RD) - __-c-----c----c-----c---------- oy _---c-----c-----c-----c-----c-----c-----c-----c-----c-----c-- c--c-----c-- CEMENT CONC. PEDESTRIAN COPO STD -- - - x----- -- ----- --------x-----x-----x----rx� c-_-__ Ii�e:eH TO ----- ___ O eHT�—oi+ CURB DETAIL 301 _ TOP � -- - - -- -� J.-- - - -------c-----c-----ca�- He----- _ - ----- ---� - - - - T T =�°T DETECTABLE WARNING SEE RD -11 aT T ° a ° sD o SURFACE u ° d = - 4 ---- ---G-----G-----p--- G -- ----FM --- ----- ----- ----- ----- ----- - ---- ----- ----- - - _ 4- o SOLID WALL PVC STORM M -----FM ----- FM ----- FM ----- FM ----- FM FM FM FM FM FM FM ----- FI pp gD Q FM FM N p SEWER PIPE FM FM FM FM FM FM _ _ _ w — — — — — — — — o ——---------------------- o�------------- 27+00 ----------- 28+00 w FM FORCE MAIN PIPE SEE SS SHEETS z w - - -_ I I - - - I- - -I - - - - - - - _ _ - - - z w �■ CATCH BASIN TYPE 1 WSDOT STD ? J = PLAN B-5.20 _ U) WSDOT STD ' w ® CONCRETE INLET (CI) � w-----c-----c-----c-----c-----� - -- -- � w PLAN 6-25.60 < U) - ------s-----C-----C-----C>--�--c- -- -- -- -- --- - --_ � p----W-----w-----w-----w------------------ A 24+71.48, 28.50 RT A 24+83.50, 24.50 RT � \ I / �� QUARRY SPALLS SEE RD -12 _ NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES 0 0 L) C7 CD 0 M N / U w N 0 0 0 0 0 0 0 w 0 co 0 U 0 O 0 O Cr) CO CD O 0 I LL 0 n � � U N 00 �o / HN I- 0 UJ a 230.0 225.0 220.0 215.0 210.0 205.0 200.0 230.0 225.0 220.0 215.0 210.0 205.0 200.0 INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. (DADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. QINSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. I I . I 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED N Oo CD • U7 N • CO • r7 O� r'") . M O Ln . 00 Cp 00 . N r'") . CC) 00 . C0 0) • 00 0) . C0 C.. CO LC) Ln , r7 r� • C7) U0 . C7� N • LC) N • CO CD r7 °° N N n o 00 0 ^ Cn �, co °° °° 00 0 °° °° BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO 00 I� 0O ' OO 0) co m • m O O . O C) � � ' CV N ' r7 r7 ' � � ' Lri � • CD CD • nom ' 00 0O • C7i c ' O � • N ' CV r7 • rrj r7 0 o N N N• N N N N N N THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO N N N N N N N N NN N NNI NNI NNI NN NNI NNI NNI NN NNI NN NN NN NN NN 24+00 25+00 26+00 27+00 28+00 28+50 EXCAVATING FOR STORM PIPE AND STRUCTURES. O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 OF WASH ALL DIMENSIONS�z'o4t CITY OF PORT ORCHARD DRAWN BY: JOBNo.:SHOWN IN FEET SC�J ALLIANC E M. WEYRAUCH 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE . 4Q CONSULTING SERVICES ORCHARDSHEETNo.: APPROVED BY: DRAWING FILE No.: DESIGNATED SRFGISTER�ID 1� oh 2727 HOLLYCROFT STREET, ROADWAY AND DRAINAGE PLAN AND PROFILE SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RD -04 IONA L A. 253.201.0777 A 24+00 - A 28+50 17 OF 54 �ti SCJALLIANCE.COM LO 0 L) 00 0 0 0 M N / U w N 0 0 O 0 0 O w 0 0 U 0 0 I- 0 Ur) N. 0 O 0 O Ln +Co I CV D Q w w J = =C/) Ow ~Q w 7 240.0 235.0 230.0 225.0 220.0 215.0 _ _��-----x- ---x '�� x-----x-----x`�' � U`\� I I ' O � I X H 1 3 IhI 1 II 0 20 40 0I II x VI I I 1 , J = I I 0 4 8 fl 1 �_ U I x SCALE IN FEET \�> /C6 I I 1 1 1 II 1 1 I II o x / 1 \ \ 1 1� 1 I I 11 I \\ I I 1 TT' I II u i / --�- 1 I o I x * I A 29+18.92, 23.00 LT '' 1 I I -u I I \O: x-----x-----x-----x AP x-----x--X1I�x 1 I I 1 1 1 CB 07� I®I ®` A -LINE (SIDNEY RD) I I 3 X x CB 08 T - ---- --- x----- x----- x----- ----- x----- x-- -- x----- x----- x----- x--- �Q - \\ 9 LF OF SOLID WALL PVC STORM SEWER -c TOP TOP TOP TOP ------G-----G-----G-----G-----G-----G-----G-----G-----G----D- - _�--Cr--��---- --- _ O---�� ----------SD-----SD-----SD-----SD-----SD-----SD-----SD -----SD-- + FM FM FM FMS FM M D ---------- 29+00 30+00 31+00 I 0 c7M ----3 b0 -- ----- ----- ----- --- - 33 w w — — I— — I— — — — I — —�--I — — — — — — z w �� 0 ,- _----W-----W-----W-----W-----W-----W-----W----- = Cl) -W-----W-----W-----W-----W-----W-----W-----W----- -----W-----W---o-W-----W-----W— -C-----C----tC-----C-----C-----C-----C-----C-----C--_ -C — — — — — — — — — — — — — — — U 0 I -�� I -----C C-----C-----C----ZC --- — — — — — — — — — — — --c-----c-----c ----- — — — — — — r — w ---- -----c c c---,mac-----c--- c--- 0 1 ---- ----- ----- w----- — — — — — -w----- w-----w-----w-----w-----J ---�-----c-----c-----c- c ,�- — — — — — — — — — — — — — — — -� — s ----- ----------c-----c-----c-----c----- -- D -C----- -----c — — — ---w----- w w, / c-----c-----c- — —-' w-----w-----w-----—�----- '-- — — CB 07 A 28+54.33, 22.63 LT CATCH BASIN TYPE 1 NEW GRADE @ LT FLOWLINE W/SOLID LID AND THROUGH CURB INLET - T i - __------- • - - - RIM224.43 I .. _ .................. -.-................................ . ..... IE IN: 219.50 12" (N) APPROX. EX: GRADE @ �1 : : F - _ _ _:_ IE OUT: 219.50 12 (S) /'FY CARl I i L2...EX .WATER .................. . 01 r6" EX GAS L-295 LF OF SOLID WALL PVC STORM CB 08J LEX • CB 2269 :. :.....................:..........:..........:..SEWER. PIPE 12 IN. DIAM. @ 1.75 .....................• ....A . . . A 31+49.50, 23 L T - 14.31 LT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CATCH BASIN TYPE 2 . EXISTING CATCH BASIN TYPE 1 RIM:230.65 : RIM:231.00 IE IN:224.68 12" (E) : IE IN:228.70 12" (N) IE OUT:224.68 12" (S) : IE OUT:225.90 12" (W) APPROX. EX GRADE . NEW GRADE Q ;LT FLOWLINE cVco. 00—. con. 00'). (ON. ) O N N. 0) L() 0). ) LC) (N N.. L() . 00 O to I.N. 0)0). N. O O � co O LC) O 00. c0 0) co. 0). 03. a) r') O co N o0 L)') ' Cfl O ' co c0 ' N N. NN NNN N. r- ' N N. a0 ' a5o5' 5 ' N NN N. a5o' ' NN. NN. c' c' ,,;-) N') r7. r,-) c' r7 N') N') . N N N N I N N N N N N N N I N N N N N N N I N N N . . N I N N N N 28+50 29+00 30+00 A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -05 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 31+00 �\�ZC HA �F wA SIy FS RFGISTER�� ��� h 'ONAL t --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM 32+00 ORCHARD 240.0 235.0 LEGEND ------- SAWCUT SEE RM SHEETS HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 INLAY SEE XS -01 HMA CLASS 1/2 IN. PG 58H-22 a °a_I CEMENT CONC. SIDEWALK COPO STD DETAIL 340 + GRADE DITCH FOR POSITIVE DRAINAGE CEMENT CONC. VERTICAL COPO STD CURB AND GUTTER DETAIL 300 CEMENT CONC. TRAFFIC WSDOT STD CURB PLAN F-10.12 CEMENT CONC. PEDESTRIAN COPO STD CURB DETAIL 301 DETECTABLE WARNING SEE RD -11 SURFACE SOLID WALL PVC STORM SD SEWER PIPE FM FORCE MAIN PIPE SEE SS SHEETS 0 CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 CONCRETE INLET (CI) WSDOT STD PLAN B-25.60 CATCH BASIN TYPE 2, WSDOT STD 48 IN. DIAM. UNLESS PLAN B-10.20 OTHERWISE NOTED RESETTING EXISTING HYDRANT PER PLAN QUARRY SPALLS SEE RD -12 NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES O1 INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 230.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. OADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 225.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 220.0 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 215.0 2 INCHES MINIMUM, IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. 33+00 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: CITY OF PORT ORCHARD RD -05 SHEET No.: ROADWAY AND DRAINAGE PLAN AND PROFILE A 28+50 - A 33+00 18 OF 54 Q 0 00 O 0 O M / U w N 0 0 0 0 0 0 w 0 0 U 0 O I- 0 O U, CD 0 O 0 IU- 0- 0 I — O U M �o / N Cr) I- 0 UJ 0 0 LEGEND H 0 20 40 ------- SAWCUT SEE RM SHEETS V I I HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 0 4 8 SCALE IN FEET INLAY SEE XS -01 HMA CLASS 1/2 IN. PG 58H-22 _ x___ -X COPO STD CEMENT CONC. SIDEWALK DETAIL 340 A -LINE (SIDNEY RD) GRADE DITCH FOR C\\\\\ ----------- --_____-rte-.- ______ ______ F�_ POSITIVE DRAINAGE -x-----x-----x-----x-----x ----- p 0 `. 0 CEMENT CONC. VERTICAL COPO STD 4 EX CB 2154 III " °" J -- CURB AND GUTTER DETAIL 300 o ® 4 OExXCBCB2l2:4 OOO000 CMNT CONC. TRAFFIC WSDOTSTD C-------------------------------------- - - - - - - i -- - - - - - - - - - - - \�`� =OH -----OH ----- OH ----- OH ----- OH ----- OH ----- OH ----- OH ----- OH ----- O - --�+---- —_ - - — — —__— �— — — —�_:. I.e— _c_ �-�— �—-G-----G- CONC. PEDESTRIAN CEMENT COPO STD LCD-- _ _ ----G-----G---- - --G-----G--- O --- --G----G----- -� G ---G-- ���-G=--G--S,=-G-----G_-_=G_---G-----G-----G---G--- -G-- G - ---G--- O _ -------------------------T----------------- - -----_____- _______________--- _ r� DETECTABLE WARNING SEE RD -11 CU RB DETAIL 301 ----SD-----SD ----SD-----SD-----SD-----SD-----SD-----SD ----SD-----SD-----SD-----SD-----SD ----- -- -SD = ----SD-----SD----7SI�-- —su ----SD ----SD ---- SD =-- SD = — SD — —S --- �— — �D— — D----�—S�-- =-- �E = �} O ,000 o ----------,------------------------------------------------------------------------------------------- ti SURFACE PVC STORM LIJ--'------_-■„--1�111����1'����'Ir YI1rl-r-rr �1 VrIGiJ ^'r' SOLID WALL _ - '49_ - Fl"I - w L~u SEWER PIPE = FM FORCE MAIN PIPE SEE SS SHEETS w N-3 -I W-----W-----W-----W-----W-----WAN. W_ -'W o 0 -w------- w-----w-----w-----w-----w-----W-- w-----w-----w-----w-----W-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w--- _ D■ CATCH BASIN TYPE 1 WSDOT STD QC ------------------ Bey-- ------ ®--------- i�------------------------------------------------------- iw PLAN B-5.20 / i� c----@c-------� - "DOP---�- T�31�----- - _ ------------ Q WSDOT STD ��61� TOP TOP TOP Top _ — — — -}— — — — ® CONCRETE INLET (CI) PLAN 6-25.60 DOE TOE � _ CATCH BASIN TYPE 2, ' r - - - - - - TOP \- TOE TOE WSDOT STD � ' I - I � 0 / �- TOP TOP -O\-3 �TOE �� - i I 0 i O p T OTHERWISE NOTED o I II ''--- , OP T°F RESETTING EXISTING HYDRANT PER PLAN : °-_ QUARRY SPALLS SEE RD -12 I -- T NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. Io @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). INSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. O5 ADJUST CABLE VAULT. 250.0 250.0 INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EX CB 2154 EXISTING STRUCTURE PER WSDOT STD PLAN B-30.10 AND A 33+57.95, 18.28 LT B-30.20. EXISTING CATCH BASIN TYPE 1 REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES RIM:235.57 EX CB 2123 O 245 245.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER .0 ........................IEOUT:233.4012"(E)(EXPIPEj��������������������������������������������������� A35+51.29, 17.07 LT � � � � � VALVES SHALL BE STAMPED WITH"SEWER"ON THE IRON LID. EXISTING CATCH BASIN TYPE 1' : . . . EX CB 2155 RIM:238 A 33+57.90, 15.94 LT .88 ADJUST VALVE BOX. EXISTING CATCH BASIN TYPE 1 . . IE OUT: 236.90 12" (E) (EX PIPE•] RIM:235.71 APPROX. EX GRADE @ O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 240.0 ........................... IE IN: 233.40 12" (N) (EX PIPE)........................................................................................................................... 240.0 IE IN: 233.40 12" (W) (EX PIPE) - 10 IINSTALL C900 NSTALL VAPOR ILL, PRESSURE RATED PIPE AND JOINTS. IE OUT: 233.30 12" (S) (EX PIPE) _ BARRIER - - - GENERAL NOTES: 235.0 ..� .............. 235.0 1. FOR INTERSECTION GRADING, - - SEE INT SHEETS. - - I I L2" EX WATER EX CB 2124 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. A 35+51.36, 15.05 LT EXISTING CATCH BASIN TYPE 1. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 230.0 :. RIM:238.95........................................................... 230.0 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, IE IN: 236.70 12" (N) (EX PIPE). A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE APPROX. EX GRADE @ IE IN: 236.80 12" (W) (EX PIPE) UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. IE OUT:236.60 12" (S) (EX PIPE) : 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED 0) N') N N u-) co co !� r') N N O O I' CO 0' N'' CDN' •c 0 0)C5 0 co, CD BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO N') N') cN N') N') N') cN N') N') THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO N N N N N N N N N N N N N N N N N N N 33+00 34+00 35+00 36+00 37+00 37+50 EXCAVATING FOR STORM PIPE AND STRUCTURES. O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: 1 � 4 OZ WA E� RD -06 OF WASH ALL DIMENSIONS �� J��2�c CITY OF PORT ORCHARD DRM.WEY: JOB 3-0 SHOWN IN FEET S C�J l :LLIAN C E M. WEYRAUCH 23-000875 � UNLESS OTHERWISE . 4Q CONSULTING SERVICES HEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED �SSRFGISTER�O��j�� oh 2727 HOLLYCROFT STREET, ROADWAY AND DRAINAGE PLAN AND PROFILE SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RD -06 IONA L E 7 P: 253.2O1.O777 19 54 �, SCJALLIANCE.COM A 33+00 - A 37+50 OF 0 0 L) 00 0 0 O M N / U w N 0 0 0 0 0 0 w 0 0 U 0 O I- 0 U, r` 0 O O 0 A 37+70.02, 17.03 LT EX CB 2121 < 4 ZA 8, 44.00 LT +86.00, 42.89 LT A 38+35.00, 41.00 LT CURB CUT 75 FT -- ON CENTER T:t / - - ___ O O x---- X - - -----x - x ---- A-LINE (SIDNEY RD) - ----x-----x --- --x *----x-----x-----x-----x-----x-----x-----x---- A 41+42.73, 41.00 LT K-----X-----X-----X- TOP TOP TOP TOP TOP - TO TOP ----- -----OH -- H-----OH-----OH-----OH-----OH-----OH-----OH-- - 2----OH-----OH-----Olj.--OH-----OH---- 0 2A =TRH --G TOE TOE TO T TOE TOF TOE TOE TQE__ E T TO TOE T9_ Q __ TpE TO - --G---- ---G-----G-----G-----G-----G-----G---- ----G-----G-----G-----G----rG�--r-G-----G-----G----G-----G-----G-----G--o--G G -----G=-- -G--------G--------G-----G-----G- G ---- G--- -G-----G----------G-- o II M � W FM FM FM FM FM FM FM FM FM FM FM FM — w =---------------- -- ---- ---- - I - - - _� --- I I - - - - - - - _ - =c/) V--r--W-----W----W-----..---w------v-W-----W-----N/-----W-----W-----W-----W-----w-----W-----W-----W-----W-----W-----W-----W-----W--o-W-----W---- W ----- -----W----- -W-----W----- H W = 3 <(I) / TOE — TOE TOE TOE TOE TO TOE TOE TOE TOE TOE TOE TOE TOE TOE — TOE TOE TOE TOE � �— TOP TOP TOP TOP TOP— TOP _ / I pQ TOP lop TOP ► Op TOP TOP TpP TOP TOP TOP I TOp / 250.0 245.0 240.0 235.0 230.0 CC C" C" APPROX. EX GRADE NEW GRADE @ :LT FLOWLINE 1 N' N' 0ON N' NN ON N' NN 00� N' NN' 0O r7 N' NN 0Or'') N' NN r` N• NN' QUO . �O NN� I. � r7 . �f` NN' Off COQ O�' NN . � � . CDN O�' NN C 4 (0 . P70) OO' NN CD 00 . Oc.O 00' NN r7 a) 0O r7 00' NN CD a) 6i 0' H. NN NIA m0') NN 37+50 38+00 39+00 O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -07 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 40+00 O. NxC HA F4 f \ OF wA Siy cu FS RFGISTE��� ��� tih 'ONAL t --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM LEGEND H _______________ 0 20 40 ------- SAWCUT SEE RM SHEETS HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 0 4 8 SCALE IN FEET INLAY SEE XS -01 HMA CLASS 1/2 IN. PG 58H-22 a °a COPO STD CEMENT CONC. SIDEWALK DETAIL 340 + GRADE DITCH FOR POSITIVE DRAINAGE CEMENT CONC. VERTICAL COPO STD CURB AND GUTTER DETAIL 300 CEMENT CONC. TRAFFIC WSDOT STD CURB PLAN F-10.12 CEMENT CONC. PEDESTRIAN COPO STD CURB DETAIL 301 0 �n 00 DETECTABLE WARNING SEE RD -11 + - ' SURFACE Q SOLID WALL PVC STORM W F- SD SEWER PIPE = FM FORCE MAIN PIPE SEE SS SHEETS U D■ CATCH BASIN TYPE 1 w PLAN B-5.20 Q C/) ® CONCRETE INLET (CI) WSDOT STD PLAN B-25.60 CATCH BASIN TYPE 2, WSDOT STD 48 IN. DIAM. UNLESS PLAN B-10.20 OTHERWISE NOTED RESETTING EXISTING HYDRANT PER PLAN QUARRY SPALLS SEE RD -12 NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES 250.0 245.0 240.0 235.0 230.0 41+00 41+50 ORCHARD INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. O5 ADJUST CABLE VAULT. INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT STD PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. KIIADJUST VALVE BOX. SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: CITY OF PORT ORCHARD RD -07 SHEET No.: ROADWAY AND DRAINAGE PLAN AND PROFILE A37+50 -A41+50 20 OF 54 0 co O 0 L) 00 0 O O M N / U w N 0 0 0 0 0 w 0 co 0 U 0 O 0 O U, n 0 0 O 0 LC)o Q w Z w = (-)w A REVISIONS 240.0 235.0 230.0 225.0 220.0 215.0 N r - 0) 6 N' Nc. o rI I 1'; 8jw < E 399+13.00, 14.92 RTI I I - - CURB CUT 75 FT ON CENTER J L=28.03 Lu m R=56.00 INSTALL FLARED END AND TRASH GUARD R3 2 X28°40'29" ON PROPOSED STORM PIPE PER DETAIL, m SHEET RD -11 2 o ' E 399+34.16, 19.50 RT 0 L=27.01 E 399+47.66, 19.50 RT E' 399+13.00, 13.94 LT II/I 2 H II 0 20 40 •iI 17R3.6 I; h -\/ E 399+25.06, 24.00 LT 0 4 8 SEE ASPHALT SIDEWALK SCALE IN FEET RAMP DETAIL, RD -12 E 399+44.87, 24.00 LT _ OH ---off R=50.28 1 4o` i -off---- // [t=3o46'32"_,/—A°E 399+51.66, 21.50 RT oy I I o A 44+86_00, 24.50 LT 41+95.32, 27.03 LT I° -- -- �SSG �___pH---_ -----x-----x-----x— A -LINE (SIDNEY RD) E 399+67.52, 34.36 RT y _ -- ,pH I N -=- o o� CB 11 Top _ A 43+87.94, 27.03 LT ''�, a� --off - --- - — - . I I L\ 1 ----- EXISTING - - -T--- a . CB 09 TOP P TOP ____ T P QP_ Tom. _____ Ur_� I - a 1 REPLACE EX �nQ -- o --= off ---- - �� - -��4 ------ OH ----- JPE OH OH ----- OH ----- OH ----- O �31�-01� -- off ---- I STRUCTURE DP CB 10 ��� Fo a 4 — --- 4 a , . y o --- -----SD - - I ------ ' I / o � C -- --� oe 'o. A o ` a .. n. a o � o SD o ±----FM -1--- FM ----I-FM ----- FLI ----- FM ----- FM ----- FM ----- FM 4. ---•--:L----- ---- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -- 0 FM FM FM FM FM FM&----FM----FM---F- �il -----M -----FM -----FM -----FM ----- M ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- F - Q --------------42t0�------- 4.�+� ------ I o 4+ 00 46 w I— ___ --�-- -�- - I- - I- _------IT -- Zw '/ — O ' J = ----W-- W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----w-----W-----W-----w W-----W--i �W� W��.-W-----W----------W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W--- = Cn ------------------------------------- v ------___ T0� ----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w---- w-----w-----w-----w----w-----w-----w----�w-----__0---- 0-----0-----o-----o-----o-----0-----o-----o----- TOE-- TO TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE -f TOE TOE TE TOE TOE TOE TOE TO a-- TO / - - TOP - TOP TOP F` ,�p� TOP TOP TOP TOP TOP TOP - TOP TO TOP TOP TOE TOE -� J 44+00 45+00 41+50 42+00 43+00 DATE BY DESIGNED BY: ISSUE DATE: T. BECK JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -08 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �\�ZC HA �F wA S/y FS RFGISTE��� ��� tih 'ONA A L t --'S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD 1 A LEGEND SAWCUT HMA CLASS 1/2 IN. PG 58H-22 INLAY HMA CLASS 1/2 IN. PG 58H-22 CEMENT CONC. SIDEWALK GRADE DITCH FOR POSITIVE DRAINAGE CEMENT CONC. VERTICAL CURB AND GUTTER CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB DETECTABLE WARNING SURFACE SOLID WALL PVC STORM SEWER PIPE FORCE MAIN PIPE CATCH BASIN TYPE 1 CONCRETE INLET (CI) CATCH BASIN TYPE 2, 48 IN. DIAM. UNLESS OTHERWISE NOTED RESETTING EXISTING HYDRANT QUARRY SPALLS NEW / RELOCATED SIGN ON POST CONSTRUCTION NOTES SEE RM SHEETS SEE XS -01 SEE XS -01 COPO STD DETAIL 340 COPO STD DETAIL 300 WSDOT STD PLAN F-10.12 COPO STD DETAIL 301 SEE RD -11 SEE SS SHEETS WSDOT STD PLAN B-5.20 WSDOT STD PLAN B-25.60 WSDOT STD PLAN B-10.20 PER PLAN SEE RD -12 SEE CH SHEETS INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). 240.0 O INSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. 235.0 INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 230.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. OADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 225.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 220.0 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 215.0 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. 46+00 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: CITY OF PORT ORCHARD RD -08 SHEET No.: ROADWAY AND DRAINAGE PLAN AND PROFILE A 41 +50 - A 46+00 21 OF 54 LEGEND H 0 20 40 ------- SAWCUT SEE RM SHEETS HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 0 4 8 _ off FOOTING FOR WSDOT SCALE IN FEET INLAY SEE XS -01 ? - - - _ _ _ _ _ _ _ - - _ _ HMA CLASS 1 /2 IN. PG 58H-22 BRIDGE NO. 16/204E COPO STD I CEMENT CONC. SIDEWALK a CB 13 BRIDGE COLUMN (TYP) DETAIL 340 REPLACE EXISTING 1 1 EXISTING OIL -WATER GRADE DITCH FOR STRUCTURE SEPARATOR EX CB 1320 + 6 + + + POSITIVE DRAINAGE I 10 LF OF SOLID WALL PVC STORM SEWER 8 LF OF SOLID WALL PVC STORM SEWER °s PIPE 12 IN. DIAM. @ 11.16% CEMENT CONC. VERTICAL COPO STD CURB AND GUTTER DETAIL 300 °- PIPE 12 IN. DIAM. @ 17.59%\\ _I:$r STRUCTURAL EXCAVATION AREA \ \ ____________ r -- CEMENT CONC. TRAFFIC WSDOT TD CB 14 E� A 48+67.00, 25.00 LT // -j CURBPLAN FS10.12 A -LINE (SIDNEY RD) r E ToF TOE IUt CB 15\\_ �� —_ J CEMENT CONC. PEDESTRIAN COPO STD o- - -- ---- ----- ----- ----- ----- -s-SD::" --SD o----; ;—,P— —--- --- a o y o CURB DETAIL 301 p o o DETECTABLE WARNING SEE RD -11 I m SURFACE / LJJ --FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -----FM---7M -----FM -----FM----FM -----F' SOLID WALL PVC STORM W 00 FM ----- FM ----- FM ----- FM -----FM -----FM -----FM ----- FM ----- ----- FM ----- FM --- -$ivy---- FM -----FM ----- FM -----4 -- FM -----FM ----- FM �--- FM ----- FM -----FM-----FM---- 4-9 W SD SEWER PIPE z w 00 /I _ cn---P____ // W // J = FORCE MAIN PIPE SEE SS SHEETS LuW----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W-----W--`--W-----W-----W=e==- W_p=W=----Wj----W-----W-----W-----W-----W----rWy----W-----W Q Lu P--�-P- _ D■ CATCH BASIN TYPE 1 WSDOT STD C/) -------------------------------------------------------1 - P -_-P_-------7 o---- iw PLAN B-5.20 --------------------------------------- //P-- ® CONCRETE INLET (CI) P Q WSDOT STD ----o-----3-----3-----3-----o-----3-----o-----3-----3-----3-----3-----O-I---3-----3-----3----o-----� o-----�- ��ro===-a---0-3---� o===&o===�=o .-o=====p4-3---•o-3-- PLAN B-25.60 TOE TOE TOE TOE TOE TOE TOE TOE ----- 4==� - - S -----SD---- SD -----SD ---- jB'-----�- CATCH BASIN TYPE 2, WSDOT STD / y/ / 48 IN. DIAM. N UNLESS PLAB-10.20 // -Li'L1'L-------- -� // OTHERWISE NOTED l- --i Ll == J i / I i RESETTING EXISTING HYDRANT PER PLAN // i i QUARRY SPALLS SEE RD -12 - NEW / RELOCATED SIGN ON POST SEE CH SHEETS Z CONSTRUCTION NOTES INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. OGRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). 0 0 L) 00 0 0 O M N / U w N 0 0 0 0 0 w 0 co 0 U 0 O I- 0 O Ur) 0 0 O 0 230.0 225.0 220.0 215.0 210.0 205.0 230.0 O INSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. OS ADJUST CABLE VAULT. 225.0 INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT SID PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 220.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. (DADJUST VALVE BOX. 9O SEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 215.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. 210.0 205.0 GENERAL NOTES: 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. I I . - . - 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED (O O . ror-.' aO N . 6) N In O N In °° m o BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO N N N. N N. N N. N N N N N N. N N. N N N N. N N N N N N ITHE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO N N N N N N N N N N N N N N N N N N N N N N N N N N 46+00 47+00 48+00 49+00 EXCAVATING FOR STORM PIPE AND STRUCTURES. O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 \�ZC WA HAE� OF WASH ALL DIMENSIONS �� J��2�c CITY OF PORT ORCHARD RD -09 DRAWN BY: JOB No.: SHOWN IN FEET S C �J !: L L I A N C E T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES ORCHARDSHEETNo.: APPROVED BY: DRAWING FILE No.: DESIGNATED alp ISTE 1 1� � oh 2727 HOLLYCROFT STREET, ROADWAY AND DRAINAGE PLAN AND PROFILE SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RD -09 10 L ��� A. 253.201.0777 A 46+00 - A 49+00 22 OF 54 ��ti SCJALLIANCE.COM 0 L) 00 0 0 O M N / U w N 0 0 0 0 0 0 w 0 0 C-) 0 O I- 0 O U, n 0 0 O 0 M N 1 / 0 0 N O 2 C) o C) = LEGEND H 0 20 40 ------- SAWCUT SEE RM SHEETS V I I HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 0 4 8 FOOTING FOR WSDOT SCALE IN FEET INLAY SEE XS -01 BRIDGE NO. 16/204E FOOTING FOR WSDOT HMA CLASS 1 /2 IN. PG 58H-22 BRIDGE NO. 16/204W ° CEMENT CONC. SIDEWALK COPO STD BRIDGE COLUMN (TYP)A 50+94.00, 18.00 LT DETAIL 340 A 51+00.00, 24.95 LT GRADE DITCH FOR // \ / / 7 _______ POSITIVE DRAINAGE A 49+46.00, 25.00 LT - ---- ///' 2 CEMENT CONC. VERTICAL COPO STD r i - / CURB AND GUTTER DETAIL 300 A 50+26.00, 25.00 LT �- , , / / IE:224.12 36 LF OF SOLID WALL PVC STORM SEWER //// PIPE 4 IN. DIAM. © 0.50% �0 __________ CEMENT CONC. TRAFFIC WSDOT STD / ///// i L , 1 7, i / / 5.0 TIE: 224.30 _ CURB PLAN F-10.12 J ; A -LINE (SIDNEY RD) T� /• - = - - BRK BRK IRRK t - - CONNECT TO EXISTING PIPE CEMENT CONC. PEDESTRIAN COPO STD -9W-----SD- , . a S -----3D -- e.--SD--E_-so / L---_ �1___ A — — — — — — — — — — — — — CURB DETAIL 301 Lam --7-J P.. a p .. SJJ-p^_-JD---- __ - ° : 2.5 y .� ° .52, 17.50 LT A 51+76 A DETECTABLE WARNING SEE RD -11 + o 000000 -- _ --- -- -- -----SD-----SD-----SD-----SD - SURFACE ---------------- / -----,F( / -'�M -----FM ----- FM -----FM ----- FM ----- FM ----- FM -----FM ---- � ---- FM ----- FM ----- FM ----- FM ---- �FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -----FM---- SOLID WALL PVC STORM Sp w 00 FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM -----FM -----FM--#--FM ----- FM ----- FM ---- MGO--- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- FM ----- F82+OfJ- FM -----FM--- SEWER PIPE LU z w - --- - / -�- -+ - FM FORCE MAIN PIPE SEE SS SHEETS J = / N = (/)-w-----w-----w-----w-----w-----w-----w-----w��--w-----w-----w-----w-----w-----w�---w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w--- w---- WSDOT STD �■ CATCH BASIN TYPE 1 PLAN B-5.20 ------------------- — ----------------------------- w --P -----P -----P ------- P -----P -----P - / / - - - Q (/) ,-_ ,--'"P. ,O �O---- �--------D--P -D--P-O-----D------D-----D-----� l )WSDOT P ---P- --P---P-----P- --P- -- - -- PLAN BS25 .60 -3--3---E}-3 =--3---3---�-3---_3---3 --�-3- —�=�__TD -�__ ® CONCRETE INLET CI - -- � ; r------, / -�- _ o �a- -- ----- ----------o------;---o-----3----------o-----o----------o-----o----�---- ;�•`' CATCH BASIN TYPE 2, WSDOT STD --r- L----- ------/ �, �- 48 IN. DIAM. UNLESS PLAN B-10.20 ----off -----off --• OTHERWISE NOTED //% // L--JJ :L--JJ / / / , , , / , / T RESETTING EXISTING HYDRANT PER PLAN / L -----J L / / QUARRY SPALLS SEE RD -12 NEW / RELOCATED SIGN ON POST SEE CH SHEETS CONSTRUCTION NOTES INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). INSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. KIIADJUST CATCH BASIN. O5 ADJUST CABLE VAULT. 230.0....................................................................................................................... 230.0 OINSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT STD PLAN B-30.10 AND B-30.20. REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES NEW GRADE @ LT FLOWLINE �- VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. APPROX. EX GRADE O ADJUST VALVE BOX. OSEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 220.0...................................................................................................................... 220.0 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. INSTALL VAPOR BARRIER. GENERAL NOTES: 215.0....................................................................................................................... 215.0 1. FOR INTERSECTION GRADING, SEE INT SHEETS. 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, 210.0....................................................................................................................... 210.0 A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE APPROX. EX GRADE © : : : : : : : : : UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. NEW GRADE © :LT FLOWLINE 1 _ 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED . N . O) . O . C cc . BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO CO �"7 I� ' l[') O) a0 � r7 P'7 C.O � O N � O) N LC) O'� N Cfl � � OO DO' OO' ON' — — NN. NN. NN. NN NN. NN. N. N N N N N' N N N N N N N N N N N N N N N N N N N N THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO 49+00 50+00 51+00 52+00 EXCAVATING FOR STORM PIPE AND STRUCTURES. O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: 1 � T. BECK JUNE 2025 \�ZC HA E� � � � OF WASH ALL DIMENSIONS "� J��2�c CITY OF PORT ORCHARD RD -10 DRAWN BY: JOBNo.: SHOWN IN FEET _____ �z'o4t S C�J l :LLIAN C E T. BECK 23-000875 UNLESS OTHERWISE CONSULTING SERVICES HEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED �SSRFGISTER�O��j�� oh 2727 HOLLYCROFT STREET, ROADWAY AND DRAINAGE PLAN AND PROFILE SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 RD -10 IDNA L P: 253.201.0777 A 49+00 - A 52+00 23 OF 54 ��ti SCJALLIANCE.COM Q L) 00 0 0 O M / w N 0 0 0 0 0 0 w 0 0 U 0 O I- 0 O 0 0 O 0 2" 1_ INSTALL TRASH GUARD ON TOP / INSTALL TRASH GUARD ON 12" SOLID WALL PVC OF FLARED END SECTION. SEE TOP OF FLARED END SECTION. STORM SEWER PIPE SEE TRASH GUARD DETAIL. FLARED END SECTION DETAIL. 3" 6.5" / \ 6.5" 29" 6.5" g" TOP VIEW FRONT VIEW RIGHT SIDE VIEW ii_4.5" 5" 5" 4.5" 4„ 4.5" 4.5" 4.5" 4.5" NOTES: 29" 29" 1. THE FLARED END SECTION SHALL BE HIGH DENSITY POLYETHYLENE MEETING ASTM D3350 MINIMUM CELL CLASSIFICATION 213320C. THE METAL THREADED SECTION VIEW PLAN VIEW FASTENING ROD SHALL BE STAINLESS STEEL. FLARED END SECTION DETAIL TRASH GUARD DETAIL NTS NTS CURB RAMP, LANDING, 2.17' CUT -THROUGH, OR WALKWAY =°, DETECTABLE WARNING SURFACE (DWS) t 1.83' 2.48' 2.02' 4 GENERAL _PADS 4• U�. THICKENED CURB EDGE (NO GAP CURB & GUTTER FOR ALL CURB INLET BASINS 1. CONCRETE BETWEEN DWS AND BACK OF CURB) 1.18' SHALL BE A MINIMUM OF 3 X 3' X 8. 2 FEET MIN 2. ALL STORM MANHOLE LID AND RING TRUNCATED DOMES PER WSDOT CURB INLET ASSEMBLIES SHALL MEET THE CITY OF PORT STANDARD PLAN F-45.10 GRATE ORCHARD'S REQUIREMENTS AND SHALL BE NON-SKID WHEN PLACED IN THE SIDEWALK. 0 0 0 0 0 0 0000000000000 ii 3. USE A 2" RECTANGULAR ADJUSTMENT 000000000 SECTION TURNED LENGTHWISE TO ELIMINATE X00 0 0 0 0° III -III -III I -III -III -II °s THE GAP UNDER THE FRAME. 0 0 0 0 0° o 0 0 0 0 0 III —III —III ° 0 0 0 0° MINIMUM ONE —III—III—II III -III -III III -III -I 11=111=11 o 0 o ADJUSTMENT - - RING 1=1 1=1 1=1 1=1 1=1 11 I -III -III -III -III -1 I 0 111-111-I 11-1 11-1 I I III=III=11 I 111-111-111-I � I -I � I I I I-1 I I-1 I I-111-1 I I-1 I I III-III-III-III=III CATCH BASIN TYPE 1 OR 11=1 11=1 I I III=1 11=1 11=1 11= III -III -III- CONCRETE INLET, PER PLAN CURB AND GUTTER MATCH WIDTH OF CURB RAMP, 1III-III-II =1 11=1 11 111=1 11=1 1-I LANDING, CUT -THROUGH OR WALKWAY 1111111111111111 III -III -11 111111=111 - COMPACTED AT A MINIMUM 95% DETECTABLE WARNING SURFACE DETAIL DRAINAGE STRUCTURE WITH THROUGH CURB INLET DETAIL NTS NTS O REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS \�ZC HA E� � OF WASH �� J����c 1 � SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD DRAWINGNo.: RD -11 DRT. BECK T. BECK JO 23-0 23-000875 SHOWN IN FEET UNLESS OTHERWISE � S C�J l :LLIAN C E CONSULTING SERVICES HEET No.: DESIGNATED RFGI STER�O� oh 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 ROADWAY AND DRAINAGE DETAILS APPROVED BY: DRAWING FILE No.: • A. KNIGHT 23-000875 RD -11 10NA L P: 253.201.0777 24 OF 54 ��ti SCJALLIANCE.COM Q 00 0 O O M U uJ W N 0 0 O O O } W (1) 0 2 U 0 O I- 0 O n u) I CD O O O )UARRY SPALLS 12" DEPTH) :EMENT CONC. .URB AND GUTTER URB CUT 2.()' CURB CUT DETAIL NTS A REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: T. BECK JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 RD -11 CEMENT CONC. CURB AND GUTTER EXISTING GROUND CTSC PER TYPICAL SECTION CSBC PER TYPICAL SECTION HAF�� f cu FS RFGISTER�� ��� ,Lh I0 N A L SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ASPHALT RAMP WITH MAX SLOPE OF 1:12. CONTRACTOR SHALL ADJUST RAMP LENGTH CEMENT Q AS NECESSARY. CONCRETE Qv SIDEWALK . Q<v� ,p0 AF�A QUARRY SPALLS 7(12" DEPTH) CEMENT CONCRETE CURB AND GUTTER PROVIDE ASPHALT TRANSITION AREA AS REQUIRED (MAX SLOPE 1.5%) ASPHALT SIDEWALK RAMP DETAIL NTS ORCHARD RADIUS PER PLAN SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD ROADWAY AND DRAINAGE DETAILS DRAWING No.: SHEET No.: 25 OF 54 Q r- 00 0 0 O M U uJ W N 0 0 O 0 O w 0 ) 0 U 0 O I- 0 O n u) I CD O O O PLACE "EARS" IN -LINE WITH WATER MAIN DIRECTION WATER\I i FINISHED PAVEMENT GRADE TOP SECTION EXTENSION PIECE (IF NECESSARY) CAST IRON ONLY z_ 'L co BASE SECTION TRACER WIRE PER STANDARD SPECIFICATIONS WATER MAIN Lr— VALVE WATER MAIN Est.1890 O� IW SYSTEM APPURTENANCES DRAWN BY IDS VALVE BOX DATE 1/23/2019 SCALE NTS DRAWING NUMBER 884 A REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: T. BECK JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 RD -11 HAF�� f cu FS RFGISTER�� ��� h IDNAL t SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD ROADWAY AND DRAINAGE DETAILS DRAWING No.: RD -13 SHEET No.: 26 OF 54 O L) CD O O 0 M 0 w N 0 0 O m 0 0 0 w 0 co 0 U 0 0 I- 0 0 a 0 O 0 0 I U- 0 U � O 00 20+00 A -LINE (SIDNEY RD) o A 20+62.53 = B 100+00.00 FG ELEV: 206.89 I 21+00 A 21+13.50, 22.44 RT FL: 206.90 PT 0 5 10 SCALE IN FEET A 20+06.14, 30.06 RT I A 21+04.92, 24.14 RT FL: 205.27 O I 3/4 A A 19+90.00, 28.75 RT A 19+98.10, 29.08 RT PCC ci FL: 206.77 L=35.13 FL: 205.06 1/2 A 0 B 100+28.24, 34.66 LT R=30.00 PC FL: 205.20 A 20+13.22, 32.00 RT > I 1/2 A X67°05'33" MATCH EXISTING FL: 205.28 0 I B 100+32.00, 30.45 LT FL: 206.64 L=16.21 B 100+33.71, 45.58 RT w I FL: 206.55 CB 01 1 4 RIM:206.62 R=100.00 L=45.85 / z B 100+33.66, 29.02 LT A=9°17'17" R=35.00 FL: 205.27 FL: 206.52 X75°03'39" B 100+35.38, 42.78 RT FL: 205.25 ----------_ B 100+39.56, 37.59 RT b ��-------- FL: 205.22 N II I B 100+40.65, 36.51 RT B 100+40.01, 25.12 LT I I FL: 206.41 I I 1/2 A GRADE BREAK fti°�° _ I I LT7D5 21 I I I I RAMP I I OO I I 3 pp p0O0 i O� 'fig 9• OO LANDING LANDING ® o%) O O ---� I ------------------ 5�' B 100+42.09, 24.27 LT sq o I RAMP s , ® �`� - - - _ GRADE BREAK ® 6ti so, FL: 206.37 B 100+43.00, 34.50 RT PC I I RAMP sus FL: 205.21 2 I I I I --- ': B 100+43.00, 23.94 LT \ B 100+50.13, 30.17 RT FL: 206.35 --X� 3/4 A I I I X-----x-----x-----x---- _ - j X \ FL: 205.00 L I I \ \ I f \ I-------------- x \\ \ I B 100+48.92, 21.77 LT \ \ B 100+61.36, 27.21 RT FL: 206.21 x \ \ FL: 204.56 I PT \ \ PCC \ B 100+57.68, 19.21 LT \ \ B 100+70.51, 26.50 RT 1 x----- x----- x----- x----- x----- x-, \ Z1/4 A 3/4 A 1 1 FL: 204.38 1 1 I FL: 205.93 ,1 1 1 L=17.15 I 11 1 R=65.00 I I X15°07'14" L=36.53 R=215.00 x I I I I B 100+79.08, 25.33 RT 1 A=9*44'10" CURB RAMP CONSTRUCTION NOTES I I 1/2A I I FL: 204.21 B 100+65.01, 16.49 LT I 1/2 A O TYPE PARALLEL A WSDOT STD PLAN F-40.12 I FL: 205.54 B 100+86.93, 23.76 RT O2 TYPE PARALLEL B WSDOT STD PLAN F-40.12 100+71.82, 14.49 LT x I I FL: 204.04 1 /4 A O3 TYPE COMBINATION WSDOT STD PLAN F-40.14 I I I I FL: 205.09 O4 TYPE PERPENDICULAR A WSDOT STD PLAN F-40.15 II B 100+94.01, 21.86 RT I I / B100+78.91, 13.35 LT I I FL: 203.87 FL: 204.63 TYPE SINGLE DIRECTION A WSDOT STD PLAN F-40.16 PT j 1 MATCH EXISTING PC / / I I MATCH EXISTING / / 1, / / III I O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No 1 � T. BECK JUNE 2025 \�ZC HA E� I NT -01 OF WAS& ALL DIMENSIONS 0 /1 J��2�c CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET S C �J !: L L I A N C E T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES HEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O �ti`� tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 INTERSECTION PLAN A. KNIGHT 23-000875 INT-01 S10NA L �� �� P: 253.201.0777 A 19+75 - A 21+25 27 OF 54 ��ti SCJALLIANCE.COM II N O I) CD O O 0 M 0 w N 0 0 O m 0 0 w 0 co 0 U CD O I- 0 O a U') I CD O O O D ry D 0 0 w J w J C 199+51.89, 17.62 LT FL: 209.50 PT MATCH EXISTING C 199+67.10, 23.52 FL: 209.: 1 0 0 f 0 0 N LA 24+55.95 = B 100+00.00 FG ELEV: 209.32 CB 04-" RIM: 209.29 -' - - "- -, " -- -' ! L..IT VT.%JV, I I.VV LI FL: 210.08 FL: 210.22 A -LINE (SIDNEY RD) A 24+99.50, 18.00 RT FL: 209.90 25+00 A 25+04.50, 18.00 RT FL: 210.07 0 5 10 SCALE IN FEET X5.0' ® 7.1% °°°°° CURB RAMP CONSTRUCTION NOTES RAMP © I LANDING io OTYPE PARALLEL A WSDOT STD PLAN F-40.12 5.0'07.0% 5.0'03.4% O2 TYPE PARALLEL B WSDOT STD PLAN F-40.12 2 O3 TYPE COMBINATION WSDOT STD PLAN F-40.14 O4 TYPE PERPENDICULAR A WSDOT STD PLAN F-40.15 O5 TYPE SINGLE DIRECTION A WSDOT STD PLAN F-40.16 O REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.• 1 T. BECK JUNE 2025 \�ZC INT-02 OF WASH ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET S C J ALLIANCE T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES0 RC ''A SHEETNo.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 RDINTERSECTION PLAN A. KNIGHT 23-000875 INT 02 SI�NA L �� ���� A. 253.201.0777 A 24+50 - A 25+25 28 OF 54 SCJALLIANCE.COM 0 CD CD 00 CD CD CD CD M CD CD 0 w N 0 0 O m 0 0 0 w 0 co 0 U CD O I- 0 O n u) N. CD CD CD CD M N Y U C N - Q O = U o Ir =a- A 30+93.98, 74.98 LT FL: 230.55 PC MATCH EXISTING A 30+94.00, 53.02 LT FL: 229.89 PT 1-58.45, 23.79 RT 1.69 ■ 29 RT , 29.01 LT 25.91 LT r% JV-FV I.VV, LJ.VV L I 1% vv 1 v i.vv, FL: 229.02 FL: 229.07 PC 1 0 5 10 SCALE IN FEET CURB RAMP CONSTRUCTION NOTES A 31+15.54 = I O TYPE PARALLEL A WSDOT STD PLAN F-40.12 D 300+00.00 FG ELEV: 230.38 O2 TYPE PARALLEL B WSDOT STD PLAN F-40.12 ALINE (SIDNEY RD) 31+00 o O3 TYPE COMBINATION WSDOT STD PLAN F-40.14 - - - - - - -�-- - - o - r-oO4 TYPE PERPENDICULAR A WSDOT STD PLAN F-40.15 O5 TYPE SINGLE DIRECTION A WSDOT STD PLAN F-40.16 A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No 1 � T. BECK JUNE 2025 INT-03 OF WASH ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET SCJ ALLIANCE __ B I D DOC U M E N T S ___ ___ T. BECK 23-000875 UNLESS OTHERWISE CONSULTING SERVICES R 1.1 A RD SHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 983350 INTERSECTION PLAN A. KNIGHT 23-000875 INT-03 I�NA L � � A. 253.201.0777 A 30+25 - A 31+25 29 OF 54 SCJALLIANCE.COM 0 5 10 SCALE IN FEET CD O CD O O O I M w N 0 0 O O O w O co O U CD O I- 0 O n u) I CD O O O A REVISIONS %%X---X-----X-----X-----X-----X----- X-----X-----X-----X-----X-----X-----X----- ----- X X- k2 0 \ O 1 NSITION o 1 �` ANEL I I II I RAMP ® 11 \ ---- / i ice/ D 298+81.63, 70.65 RT FL: 230.10 PC MATCH EXISTING D 298+80.24, 67.79 RT FL: 230.14 rm \\ \\ \\ \.\ DATE BY DESIGNED BY T. BECK DRAWN BY: T. BECK APPROVED BY: A. KNIGHT D 299+04.33, 57.55 RT FL: 229.84 ISSUE DATE: JUNE 2025 JOB No.: 23-000875 DRAWING FILE No.: 23-000875 INT-04 \ `D 298+75.28, 46.54 RT D 298+75.77, 50.92 RT FL: 230.98 FL: 230.79 PC PT MATCH EXISTING L=11.87 R=60.00 0=11 °20'20" D 299+00.82, 51.43 RT 10°06'42" D 298+77.85, 61.28 RT FL: 230.13 FL: 230.37 L=5.95 R=9.99 \ X34°08'31" // \ D 298+99.95, 46.66 RT / \ FL: 230.34 // PT / // \\ D 299+00.14, 43.73 RT / \ FL: 230.44 //� MATCH EXISTING Q0000\ 5 �\ • tANDING RAMP •s \ \ o \\ \ 0 \ TRANSITION \\ PANEL \\ D 299+21.13, 48.30 RT ®o ° \ \ FL: 229.84 s , ® °c \\ \ MATCH EXISTING � \ \ \ \ �I / II / I I '\ I I II ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �\�ZC HA �F wA SIy FS RFGISTER�� ��� h I0 N A L t SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD a U m C!) w I J D C) 0 rn N CURB RAMP CONSTRUCTION NOTES O1 TYPE PARALLEL A WSDOT STD PLAN F-40.12 I KI.I2 TYPE PARALLEL B WSDOT STD PLAN F-40.12 O3 TYPE COMBINATION WSDOT STD PLAN F-40.14 I O4 TYPE PERPENDICULAR A WSDOT STD PLAN F-40.15 OO TYPE SINGLE DIRECTION A WSDOT STD PLAN F-40.16 SIDNEY SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD INTERSECTION PLAN D 298+50 - D 299+25 DRAWING No.: INT-04 SHEET No.: 30 OF 54 ----FM--- - r% TT I V V. 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BECK JUNE 2025 INT-05 OF WASH ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN K JOB No.: SHOWN IN FEET S C �J ALLIANCE T. BECK 23-000875 __ BID DOCUMENTS _____UNLESS OTHERWISE CONSULTING SERVICES R 1.1 A RD SHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGIST0"�O �ti` tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 983350 INTERSECTION PLAN A. 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NEW PLANTS SHALL BE WATERED AS NEEDED FOR ESTABLISHMENT DURING PLANT ESTABLISHMENT PERIOD FOR A MINIMUM OF ONE YEAR. 3. THE INFORMATION ON THIS SHEET IS INCOMPLETE UNLESS ACCOMPANIED BY THE CORRESPONDING SPECIFICATION SECTION(S) DEVELOPED FOR THIS PROJECT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. WIDTH VARIES 4. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND REFER TO PLAN MOUNT VERNON SPECIFICATIONS. ENGLISH LAUREL REFER TO PLAN 5. ALL MATERIAL AND WORKMANSHIP SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF 12 FOR SPECIFIC BERM MONTHS FOLLOWING THE SUBSTANTIAL COMPLETION DATE. & CROWN HTS. CEMENT CONCRETE - �IIIIII �IIIIIIIII SIDEWALK PER XS = SHEETS NATIVE SOIL TOPSOIL FILL - REFER TO SPECIFICATIONS FOR SOIL TYPE 6. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 7. BEFORE COMMENCING WORK, LANDSCAPE CONTRACTOR SHALL CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 8. PRIOR TO PLANTING, THE CONTRACTOR SHALL WEED AND REMOVE ROCK AND DEBRIS FROM PLANTING AREA. PROPOSED LANDSCAPE BEDS SHALL BE FINISHED WITH SPECIFIED TOP DRESS MULCH. 9. VERIFY THAT SUB -GRADE PREPARATION HAS BEEN COMPLETED TO ACCEPTABLE TOLERANCES PRIOR NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT TO BEGINNING ANY WORK. PAVEMENT AND SUB -BASE MATERIAL DOWN TO NATIVE SOIL. SIDEWALK PLANTER DETAIL NTS P-RO-POR1-02 DATE BY DESIGNED BY: L.ZEPEDA DRAWN BY: L.ZEPEDA APPROVED BY: T. GRANTHAM ISSUE DATE: JUNE 2025 JOB No.: 23-000875 DRAWING FILE No.: 23-000875 LS -01 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 10. ALL TREE AND SHRUB LOCATIONS ARE TO BE STAKED ON SITE FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 11. ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR 100% HEMP BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. REMOVE THE TOP 2/3 OF THE HEMP BURLAP AFTER PLACING PLANT IN THE PIT. 06/17/2025 SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM 13. PLANTING AREA PREPARATION: A. SPREADING OF PLANTING SOIL SHALL BE COMPLETED BY THE LANDSCAPE CONTRACTOR AND SUPERVISED BY THE GENERAL CONTRACTOR SO THAT GRADES ARE MET AS NOTED ON THE GRADING PLANS. B. ALL NEW PLANTING AREAS SHALL BE EXCAVATED DOWN TO NATIVE SOIL OR 12 INCHES. SUB -GRADE SHALL BE SET TO WITHIN FOUR (4) INCHES OF TOP OF ADJACENT CURBS TO ACHIEVE REQUIRED MULCH FINISH LEVEL OF 2 INCHES WITH 2 INCHES OF FREEBOARD ADJACENT TO PAVING. 18. ALL PROPOSED PLANTING AREAS SHOWN ON PLANS SHALL BE TOP DRESSED WITH A 2 INCHES OF HEM -FIR MEDIUM GRIND BARK MULCH. 19. PLANT SYMBOLS SHALL DICTATE COUNT. PLANT QUANTITIES ARE SHOWN FOR REFERENCE ONLY. 20. REFER TO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. ORCHARD_ SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD LANDSCAPING PLAN A 20+00 - A 25+00 DRAWING No.: LS -01 SHEET No.: 32 OF 54 0 20 40 SCALE IN FEET O U, J I) CD O O O M U UJ W N 0 0 O m O O } W co 0 2 U CD O 0 O n L!) N. 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OWEN I JUNE 2025 DRAWN BY: JOB No.: C. OWEN 23-000875 APPROVED BY: DRAWING FILE No.: T. GRANTHAM 23-000875 LS -02 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 06/17/2025 S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM PLANT SCHEDULE LS -02 SYMBOL QTY BOTANICAL / COMMON NAME SIZE SPACING SHRUBS PRUNUS LAUROCERASUS 'MOUNT 0 39 VERNON' 2 GAL 5' O.C. 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DIAM. STORM PIPE PER RD SHEETS ISOLATION VALVE (PER DETAIL, SHEET SS -09) STORM DRAINAGE CATCH BASINS • (PER RD SHEETS) ARA AIR RELEASE ASSEMBLY SET IN 48 IN. DIAM. MANHOLE (PER DETAIL, SHEET SS -10) GENERAL NOTES FORCE MAIN HORIZONTAL AND VERTICAL SEPARATION FROM WATER LINE SHALL BE PER CITY STANDARD DWG. NO. 800-B. 2. UNLESS OTHERWISE NOTED, VERTICAL PIPE BENDS ARE UNDER 7.5% AND DO NOT REQUIRE THRUST BLOCKING. VERTICAL THRUST BLOCKING NOTED ON THE PLANS SHALL BE INSTALLED PER WSDOT STD PLAN B-90.50. 3. SEE SHEET SS -09 FOR TRENCH RESTORATION DETAIL AND ISOLATION VALVE DETAIL. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: E.SORTEVIK JUNE 2025 O SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS ALL DIMENSIONS �G CITY OF PORT ORCHARD SS -02 DRAWN BY: JOB No.: S C J!: L L I A N C ESHOWN IN FEET � __ B I D DOC U M E N T S ___ ___ M. 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SORTEVIK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SS -05 PVANE SO,P A y WAS/yI o IJJ � R 23005559 p �c FGISTE�� r. h �►. �' (0r SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD H 0 20 40 VI I I 0 4 8 SCALE IN FEET LEGEND FM HIGH -DENSITY POLYETHYLENE (HDPE) PIPE 10 IN. DIAM. STORM PIPE PER RD SHEETS N ISOLATION VALVE (PER DETAIL, SHEET SS -09) STORM DRAINAGE CATCH BASINS • (PER RD SHEETS) ARA AIR RELEASE ASSEMBLY SET IN 48 IN. DIAM. MANHOLE (PER DETAIL, SHEET SS -10) GENERAL NOTES FORCE MAIN HORIZONTAL AND VERTICAL SEPARATION FROM WATER LINE SHALL BE PER CITY STANDARD DWG. NO. 800-B. 2. UNLESS OTHERWISE NOTED, VERTICAL PIPE BENDS ARE UNDER 7.5% AND DO NOT REQUIRE THRUST BLOCKING. 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SORTEVIK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SS -06 PVANE SO,P OF WAS/yI w p Z o 4Q R 23005559 p SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.2O1.O777 SCJALLIANCE.COM ORCHARD H 0 20 40 V 0 4 8 SCALE IN FEET LEGEND FM HIGH -DENSITY POLYETHYLENE (HDPE) PIPE 10 IN. DIAM. STORM PIPE PER RD SHEETS N ISOLATION VALVE (PER DETAIL, SHEET SS -09) STORM DRAINAGE CATCH BASINS • (PER RD SHEETS) ARA AIR RELEASE ASSEMBLY SET IN 48 IN. DIAM. MANHOLE (PER DETAIL, SHEET SS -10) GENERAL NOTES FORCE MAIN HORIZONTAL AND VERTICAL SEPARATION FROM WATER LINE SHALL BE PER CITY STANDARD DWG. NO. 800-B. 2. UNLESS OTHERWISE NOTED, VERTICAL PIPE BENDS ARE UNDER 7.5% AND DO NOT REQUIRE THRUST BLOCKING. VERTICAL THRUST BLOCKING NOTED ON THE PLANS SHALL BE INSTALLED PER WSDOT STD PLAN B-90.50. 3. 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SORTEVIK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: M. WEYRAUCH JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SS -07 P\,NNE So y WAS/yI w y� (t:Lr,t ( I I <v O 23005559 � RFGISTE��h SSIONAL � SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM O LnOO O c'n^ Q C ) w Iw J = _C/) U w <U) 250.0 245.0 240.0 235.0 230.0 41+00 41+50 ORCHARD H 0 20 40 V 0 4 8 SCALE IN FEET LEGEND FM HIGH -DENSITY POLYETHYLENE (HDPE) PIPE 10 IN. DIAM. STORM PIPE PER RD SHEETS N ISOLATION VALVE (PER DETAIL, SHEET SS -09) STORM DRAINAGE CATCH BASINS • (PER RD SHEETS) ARA AIR RELEASE ASSEMBLY SET IN 48 IN. DIAM. MANHOLE (PER DETAIL, SHEET SS -10) GENERAL NOTES FORCE MAIN HORIZONTAL AND VERTICAL SEPARATION FROM WATER LINE SHALL BE PER CITY STANDARD DWG. NO. 800-B. 2. 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SORTEVIK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �P NNESO tiv �� tij�� �G �P w y O�'5" "GISTS_?, ~� I0N A L �`� �,ti S C �J ALLIANCE CONSULTING SERVICES0 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM R C H A RDSANITARY SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD DRAWING No.: SS -08 B I D DOC M NTS E DRAWN BY: M.WEYRAUCH JOB No.: 23-000875 ___ U _____ _____ SHEET No.: 41 OF 54 SEWER PLAN AND PROFILE A 41+50 - A 46+00 APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SS -08 _____ ______________________________________________________________ ________ _________ O O CD O O O M U uJ W N 0 O O O O w O co O U CD O I - CD O a U') I CD O O O A REVISIONS SAW CUT (TYP EX. A.C. PAVEMENT SURFACE 12" PLANE EX. ROADWAY NECESSARY, OVERLAY TO MAINT/ EX. FREEBOARD AT CUR[ 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF TRENCH = D + 36" z 0 En 11 TRENCH BACKFILL MATERIAL, COMPACT TO 95% PVC SEWER PIP PIPE BEDDING MATERIAL COMPACT TO 95% NfTFS• O.D.+24" (36" MIN.) 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT 12" SEE TYPICAL SECTIONS FOR PAVEMENT SECTION ARNING TAPE PER SPECIFICATIONS "MIN FOUNDATION STABILIZATION MATERIAL (AS REQUIRED) Est. 1890 TRENCHES AND PIPE CONNECTIONS A DRAWN BY IDS OIw DATE 1/23/2019 ORCHARD SEWER TRENCH DETAILS SCALE NTS DRAWING NUMBER 900 DATE © ADS, Inc., (August BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED DRAWN BY: T. BECK JOB No.: 23-000875 APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SS -09 PVNNE SO,P OF WAS/yI w Z '<` 23005559 REGIS -r h SSI O N A L ��� ti°ti SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM AS REQUIRED (\AC`T IIl/ckl \/AI \/r 30)/ NER" dED GRADE OPERATING NUT EXTENTION TO 6" BELOW TOP OF BOX 6" SCREW TYPE VALVE BOX 10" PLUG VALVE SEE PLANS FOR SIZE AND MATERIAL OF FORCE MAIN PIPE GRAVEL BACKFILL FOR PIPE ZONE BEDDING NOTE: 1. VERTICAL THRUST BLOCKING SHALL BE CONSTRUCTED PER WSDOT STD PLAN B-90.50. ISOLATION VALVE DETAIL ORCHARD NTS SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD SANITARY SEWER DETAILS DRAWING No.: SS -09 SHEET No.: 42 OF 54 3'X3' UTILITY VAULT LID H-30 LOAD RATED SEAL WITH NONSHRINK GROUT 0 0 L) CD 0 0 0 M U uJ W N 0 0 O 0 0 w 0 co 0 U CD O I - CD O a u) N- 0 O O I LL 0 n O U 00 �xoxc4 H d C 1.4:T 2" COMBINATION AIR & - VACUUM RELEASE VALVE, A.R.I. OR APPROVED EQUAL 48" TYPE II MH SECTION - W/SLAB TOP , COATED WITH POLYMORPHIC RESIN TNEMEC 120 OR QUANTUM 2-900 ELBOWS -ORIENT 2" SCH. 80 PVC 4 4 4 V SWING JOINT CORP. STOP (BRONZE) 2" SCH. 80 IPT NIPPLE SADDLE OR TEE FORCE MAIN NOTE: 1. LOCATE AIR RELEASE ASSEMBLY IN SIDEWALK WHEN POSSIBLE. AIR RELEASE ASSEMBLY NO SCALE SS STRAP, CONNECT TO WALL 8" MIN., PEA GRAVEL KITSAP COUNTY AIR RELEASE DETAIL Dept. of Public Works ASSEMBLY MD- 5 A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: T. BECK JUNE 2025 �P NNESO� SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS ALL DIMENSIONS CITY OF PORT ORCHARD SS -10 DRAWN BY: JOB No.:__ BID DOCUMENTS _____ I- _ T. BECK 23-000875 SHOWN IN FEET 1p� ti S C J !: L L I A N C E UNLESS OTHERWISE T, L CONSULTING SERVICESOR II ARD SHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED O�SSRFcrsT5��°���� o�� 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 SANITARY SEWER DETAILS A. KNIGHT 23-000875 SS -09 IDNA P: 253.201.0777 SCJALLIANCE.COM 43 OF 54 © ADS, Inc., ugust 2023 0 20 40 SCALE IN FEET 0 00 O 0 O M cn U uJ W N 0 O O O O } W co 0 2 U CD O I- 0 O n If) I 00 O O O I L- 0 n 0 I- C-) N. CI0 rZ t� Of D 0 0 w J CD z_ J a to 0 -+ ---� ROW -00 - 0 (N I � I I I II \ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ I ____ ____ ____ A -LINE (SIDNEY RD) 25+00 26+00 27+00 ROW 2 ---- - �\ ------------------ �� ----� 7 7 /�------------ ROW - I I \ ROW /1 - - - - - - - - - - - - - - - - - - - a - '' I_i/ 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: G. HILEN JUNE 2025 ALL DIMENSIONS �c�EFFRFy BID DOCUMENTS SHOWN IN FEET g SCJ J ALLIANCE DRAWN BY: JOB No.: M. WOLFF 23-000875 ___ ___ UNLESS OTHERWISE CONSULTING SERVICES ORCHARD DESIGNATED oFs RFGIST0"�O `� <0 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 SG -01 P: 253.201.0777 ______________ ��ti SCJALLIANCE.COM LC) N ±c CO I CV � Q w z Lwu J = Q w RRFB LEGEND 0 RRFB SIGNAL STANDARD RRFB POLE SCHEDULE POLE OPOLE TYPE STATION OFFSET COMMENTS 1 FB A 25+02.0 23.9 LT 2 FB A 25+02.0 25.4 RI RRFB CONSTRUCTION NOTES @CONSTRUCT TYPE FB FOUNDATION PER WSDOT STD PLAN J-21.10 AND INSTALL FB POLE. INSTALL SOLAR RRFB AND ALL ASSOCIATED EQUIPMENT PER DETAIL, SHEET SG -03, AND PER POLE SCHEDULE. QRRFB POLE SHALL HAVE A BREAKAWAY BASE. OCONSTRUCT TYPE FB CURB BASE FOUNDATION PER WSDOT STD PLAN J-21.10 AND INSTALL FB POLE. INSTALL SOLAR RRFB AND ALL ASSOCIATED EQUIPMENT PER DETAIL, SHEET SG -03, AND PER POLE SCHEDULE. GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH PORT ORCHARD CITY STANDARDS, WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS SUBMITTALS TO THE CITY ENGINEER FOR CITY APPROVAL PRIOR TO START IN THE FIELD. 3. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 4. EXISTING FEATURES REMAIN UNLESS OTHERWISE NOTED. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD RRFB PLAN A 21 +00 - A 28+50 DRAWING No.: SG -01 SHEET No.: 44 OF 54 N O c1) 00 0 M cn U uJ W N 0 0 O O 0 O } W co 0 U 0 O I - O a u) I 0 O O O I U- 0 O)1 O REVISIONS LJ I]�J — — — — — — — — — — — — — — — — — — — ROW - 1 �� �� I I cDlI 1 I I II 1 I I - 1 \,/A �I I 1 C6 II 1 � cnl I II 1 % Lu I `v I I I 1 \\\\ \ r \\ I I II \\�o� \ I I II I I I ✓ I 1 I I 1 crI I —� I\ 4 I � I(4 I I I \ Iii \ A -LINE (SIDNEY RD)- - - - - - - - - - - _J // -i-I \ � � _ ROW '-------- - - - - - ■ �- -w 30+00 - I- = I 31+00 0 -I -�-o - I - - - 0 � ----- ----- /___----- - - - - - - L - - - - - ROW / /i ` / I I / - ` / DATE BY DESIGNED BY: G. HILEN ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED DRAWN BY: M. WOLFF JOB No.: 23-000875 APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SG -02 ------------------ — ------ ----------------- -- --\ /_ -- --____ -- -ROW T- I I 1 I I 3 2 I I I I I OP EFFRFy 1 q- oF WASi1 ti 1 �- ht OFS RFGI ST ER�� ��� ti S10NAL ���� SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD 0 20 40 SCALE IN FEET RRFB LEGEND 0 RRFB SIGNAL STANDARD RRFB POLE SCHEDULE POLE OPOLE TYPE STATION OFFSET COMMENTS 3 FB A 30+79.5 23.0 RI 4 FB A 30+78.5 35.8 LT RRFB CONSTRUCTION NOTES @CONSTRUCT TYPE FB FOUNDATION PER WSDOT STD PLAN J-21.10 AND INSTALL FB POLE. INSTALL SOLAR RRFB AND ALL ASSOCIATED EQUIPMENT PER DETAIL, SHEET SG -03, AND PER POLE SCHEDULE. QRRFB POLE SHALL HAVE A BREAKAWAY BASE. OCONSTRUCT TYPE FB CURB BASE FOUNDATION PER WSDOT STD PLAN J-21.10 AND INSTALL FB POLE. INSTALL SOLAR RRFB AND ALL ASSOCIATED EQUIPMENT PER DETAIL, SHEET SG -03, AND PER POLE SCHEDULE. GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH PORT ORCHARD CITY STANDARDS, WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS SUBMITTALS TO THE CITY ENGINEER FOR CITY APPROVAL PRIOR TO START IN THE FIELD. 3. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 4. EXISTING FEATURES REMAIN UNLESS OTHERWISE NOTED. SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD RRFB PLAN A 28+50 - A 33+00 DRAWING No.: SG -02 SHEET No.: 45 OF 54 TOP -MOUNTED SOLAR PANEL RRFB CONTROL CABINET S1-1 (36"X36") BACK-TO-BACK (2 EA PER POLE) 0 0 RRFB WITH PEDESTRIAN NDICATOR LED, BACK-TO-BACK c1) 00 CD 0 0 0 M / 0 U uJ W N 0 0 O O 0 w 0 co 0 U CD O I - CD O a CD 0 O 0 M N Y / 0 0 N - Q O = U o c) �.o W16 -7P (24"X12") BACK-TO-BACK (2 EA PER POLE) PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY FINISHED GRADE RRFB POLE FOUNDATION A REVISIONS DATE BY DESIGNED BY: G. HILEN ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: M. WOLFF JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 SG -03 (► )EFFRFy 1 q- pF WA Sly ti 1 �- ht O�s RFGISTE ��� <O ti S10NAL ���� PUSH BUTTON TO TURN ON WARNING LIGHTS v'd 0' .4.. RRFB POLE DETAIL NTS SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD RRFB POLE DETAIL DRAWING No.: SG -03 SHEET No.: 46 OF 54 Q C) L) n 00 O O O M w N 0 0 O O 0 O O w 0 0 C) 0 O I- 0 O 0 0 O 0 M N U) L' Q > U 0 0 � 0 ci PAVEMENT MARKING NOTES 1. ALL PLASTIC SHALL BE TYPE A - LIQUID HOT APPLIED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(1). 2. PLASTIC BIKE LANE SYMBOLS SHALL BE TYPE B PRE -FORMED FUSED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(2). 3. ALL EDGE LINES ARE WHITE UNLESS OTHERWISE NOTED. 4. CENTER TRAFFIC ARROWS IN MIDDLE OF DESIGNATED LANE. J A 11+32.00, 14.00 LT ,/- MATCH EXISTING - -- -- -- -- -- -- -- -- -- -. / 5 A 11 +32.00, 3.00 LT A 14+35.00, 0.50 LT MATCH EXISTING A -LINE (SIDNEY RD) MATCH EXISTING 5 --------- ----------------------- ----------------- ----------------------- 3.5 6 11 10+00 _------�---_OQ 13+00 14+00 11.5 ------- 8 ---------_--_ 10 ------- 6 ------- ---- 1SPEED1 ii LIMIT II II II II ��-J SPEED LIMIT 25 R-8 9 NOTE: REMOVE EXISTING 30 MPH SPEED LIMIT SIGN APPROX. 360 FT NORTH OF THE INTERSECTION OF SIDNEY ROAD AND SEDGWICK ROAD. INSTALL NEW 25 MPH SPEED LIMIT SIGN ON NEW POST. CONTRACTOR TO COORDINATE LOCATION AND OFFSET WITH ENGINEER. A 15+17.00, 0.00 8 A 15+00.00, 11.00 LT -- -------- s s.s 11.5 15+00 \ I 10 10 A 15+67.00, 0.00 16+00 --------------��----� __ --- 13 L_-- - ---------- >- 6 8 A -LINE (SIDNEY RD) 17+00 18+00 SPEED LIMIT 25 A 19+00.00, 0.00 0 LCD Q = UJ co zCO J � U Lu W Q co 19+00 0 20 40 SCALE IN FEET PAVEMENT MARKING LEGEND DTYPE 2SL PLASTIC ARROW (PER COPO STD DETAIL 430) 2SR PLASTIC ARROW 7- OTYPE O (PER COPO STD DETAIL 430) PLASTIC STOP LINE, 24 IN. WIDE _____________ OO (PER COPO STD DETAIL 430) EDGE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) DOUBLE YELLOW CENTER LINE KIDPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) TWO WAY LEFT TURN CENTERLINE KIDPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) WIDE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) WIDE LINE KIiPLASTIC O (PER WSDOT STD PLAN M-20.10) -' KIIPLASTIC O BIKE LANE SYMBOL (PER WSDOT STD PLAN M-9.50) PLASTIC CROSSWALK ' I ' I I I I (PER COPO STD DETAIL 427) 0 LO CV 5 rn= 11 Q U Lu z Lu 5.5 LU J = J(I) Quj 13 13 � 18 Q Lu A 16+26.57, 0.06 RT �-- 8� A 17+29.21, 0.19 RT MATCH EXISTING \T - - - - - - - - - ------------- 7 -------------------� /%;/------------- I REL 1 SEE SHEET CH 02 i111 I GENERAL NOTES: SIGN LEGEND OX SIGN NOTE R -X I SIGN REMOVAL NOTE PROPOSED LOCATION REL X SIGN RELOCATION NOTE EXISTING LOCATION EXISTING SIGN & POST NEW / RELOCATED SIGN ON POST 1. REFER TO SHEET CH -06 FOR SIGN 3. CONSTRUCT FOUNDATION PER INSTALLATION, RELOCATION, AND WSDOT STD PLAN J-21.10, EXCEPT REMOVAL SCHEDULES. ANCHOR BOLTS SHALL MATCH EXISTING RELOCATED FLASHING 2. EXISTING SCHOOL ZONE FLASHING BEACON POLE BASE. INSTALL BEACON POLE, SIGNS, AND RELOCATED SCHOOL ZONE FLASHING FLASHING ASSEMBLY TO BE BEACON POLE, SIGNS, AND LOCATED PER GENERAL NOTE 3. EQUIPMENT ON NEW FOUNDATION. CONTRACTOR SHALL REMOVE SEE GENERAL NOTE 2 FOR MORE FOUNDATION PER SPECIAL INFORMATION. CONTRACTOR TO PROVISIONS. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY COORDINATE WITH KITSAP COUNTY SIGNAL SHOP REGARDING SIGNAL SHOP FOR RELOCATION. RELOCATION. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWINGNo.: M.WEYRAUCH JUNE2025 ��EFFRFy ALL DIMENSIONS o °E W AShjti��y�C? O 4Jj CITY OF PORT ORCHARD CH -01 B I D D JC 1_i F'I E F\J "IS DRAWN BY: JOB No.: SHOWN IN FEET SCJ ALLIANCE M. WEYRAUCH 23-000875 UNLESS OTHERWISE CONSULTING SERVICES HEET No.: APPROVED BY: DRAWING FILENo.: DESIGNATED Ohs RFCISTE�`� � 2727 HOLLYCROFT STREET, CHANNELIZATION AND SIGNING PLAN SUITE 230, GIG HARBOR, WA 98335 47 OF 54 A. KNIGHT 23-000875 CH -01 SIONA L � ti°✓ P: 253.201.0777 A 9+75 - A 19+50 SCJALLIANCE.COM N O C) L) 00 0 0 0 M w N 0 0 O O 0 O O w 0 0 C) O O I- 0 O 0 0 0 M N Y U) L' Q > U 0 0 � ry 0 ci 0 ± 5 ---� = Lu F z w J = 2 (/) Qw Q w 18 A 20+89.00, 0.00 `5 PROTECT AND PRESERVE ROAD NAME AND DEAD END SIGNS A 20+35.28, 0.00 PROTECT AND PRESERVE BUS STOP SIGN A -LINE (SIDNEY RD) SPEED LIMIT 25 20+00 0 21 +00 11 22+00 11 CD 11 11 6 $---ii I I I I °°°° V I I I iii °°°°°°° -------J L-- n I - - U 112 B 100+46.00, 0.00 RT 3 I ♦ Ii B 100+82.45, 1.50 RT 5 I I MATCH EXISTING �/ /' /j/ ,.7 B 100+29.00, 21.56 LT r � // EDGE OF PAVEMENT A B 100+79.38, 10.90 LT ** CONTRACTOR TO PRESERVE AND PROTECT EXISTING S1-1 AND W16 -6P SIGNS AND POST APPROX. 160 FEET WEST OF THE SIDNEY RD/GLENWOOD RD INTERSECTION / ��i ♦ MATCH EXISTING / PROTECT AND PRESERVE NO PARKING SIGN (r) C 199+51.89, 1.00 LT a' I MATCH EXISTING r1 I D I 0110.5 10.5 I I 3 C 199+60.00, 1.00 LT I WI I J I U S E 2..I I 4 A 24+28.00, 11.00 LT CROSSWALK z I 5 A 24+28.00, 0.50 LT CO U I SEE SG PROTECT AND I // PRESERVE I SHEETS STOP SIGN - - - I / i N Lu 4 w 00 11 0 z U) - - I o - 0 11 U w w 7 Q co _ -- 3 'T_ BIKE LANE USE CROSSWALK ENDS A REVISIONS 25u SEE SG SHEETS 7 LA 24+97.00, 11.00 RT PRESERVE AND PROTECT STREET NAME SIGNS DATE BY DESIGNED BY: M. WEYRAUCH DRAWN BY: M. WEYRAUCH APPROVED BY: A. KNIGHT A 25+07.00, 11.00 LT A 25+07.00, 0.50 LT A 25+18.87, 13.57 LT ZD END SCHOOL ZONE PE II II LIMIT Ii u II u II L ----J REL- R-3 -------:=i\ -- ___ 23+00 / \ _____ REL3 R-2 KITSAP TRANSIT - - - - BUS STOP IISPEEDII 9 A 21+34.18, 15.89 RT I LIMIT II u II II II REL-2 BIKE LANE ENDS ±1- 5.5 Nw 11 24 wv) --2 J 11 U w i_w 7 Q w 2E - - - - - - - - - - - - - - - - - - - - - - - - - REL-4 REL-1 SEE SHEET CH -01 SCHOOL SPEED LIMIT 20 WHEN FLASHING RELOCATE SCHOOL ZONE FLASHING BEACON FROM APPROX. A 26+00. SEE GENERAL NOTE 3. REL-6 SIGN TO BE RELOCATED FROM POTTERY AVE IMPROVEMENTS (SEE SIGN SCHEDULE) - - - - - - - - - - - - - - - - - 26+00 6 11 11 6 7 A 26+94.00, 11.00 LT -( A 26+94.00, 0.00 4 A 26+94.00, 11.00 RT - - - - - - - - - - - - - - - - - - - - - - - A -LINE (SIDNEY RD) 6 6 + o CO I 11 c" U 00 4 LLuu w -- - __ - - -4 JLu J(f) 11 Lu ----� /�------------------ 5.5 u) --------------- 4O A 25+07.00, 11.00 RT I I REL-4 SEE GENERAL NOTE 2. i �/ ` /� _ ISSUE DATE: JUNE2025 ��EFFRFy ALL DIMENSIONS o�� °E W AShjti�'A JOB No.: SHOWN IN FEET Lo 23-000875 UNLESS OTHERWISE Qj DRAWING FILE No.: DESIGNATED 23-000875 CH -02 S10NA L �� �ti°✓ SCJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD 0 20 40 SCALE IN FEET PAVEMENT MARKING LEGEND IDTYPE 2SL PLASTIC ARROW (PER COPO STD DETAIL 430) 2SR PLASTIC ARROW 7� OTYPE O (PER COPO STD DETAIL 430) PLASTIC STOP LINE, 24 IN. WIDE _____________ OO (PER COPO STD DETAIL 430) EDGE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) DOUBLE YELLOW CENTER LINE KIDPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) TWO WAY LEFT TURN CENTERLINE KIIIPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) WIDE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) WIDE LINE KIiPLASTIC O (PER WSDOT STD PLAN M-20.10) -' KIIPLASTIC O BIKE LANE SYMBOL (PER WSDOT STD PLAN M-9.50) PLASTIC CROSSWALK I I I I I I I (PER COPO STD DETAIL 427) PAVEMENT MARKING NOTES 1. ALL PLASTIC SHALL BE TYPE A - LIQUID HOT APPLIED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(1). 2. PLASTIC BIKE LANE SYMBOLS SHALL BE TYPE B PRE -FORMED FUSED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(2). 3. ALL EDGE LINES ARE WHITE UNLESS OTHERWISE NOTED. 4. CENTER TRAFFIC ARROWS IN MIDDLE OF DESIGNATED LANE. GENERAL NOTES: 1. REFER TO SHEET CH -06 FOR SIGN INSTALLATION, RELOCATION, AND REMOVAL SCHEDULES. 2. EXISTING SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND FLASHING ASSEMBLY TO BE LOCATED PER GENERAL NOTE 3. CONTRACTOR SHALL REMOVE FOUNDATION PER SPECIAL PROVISIONS. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP FOR RELOCATION. 3. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10, EXCEPT ANCHOR BOLTS SHALL MATCH EXISTING RELOCATED FLASHING BEACON POLE BASE. INSTALL RELOCATED SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND EQUIPMENT ON NEW FOUNDATION. SEE GENERAL NOTE 2 FOR MORE INFORMATION. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP REGARDING RELOCATION. SIGN LEGEND OX SIGN NOTE R -X SIGN REMOVAL NOTE PROPOSED LOCATION REL X SIGN RELOCATION NOTE EXISTING LOCATION EXISTING SIGN & POST � NEW / RELOCATED SIGN ON POST SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD CHANNELIZATION AND SIGNING PLAN A 19+50 - A 28+50 DRAWING No.: CH -02 SHEET No.: 48 OF 54 C) 0 U L) r- 00 0 0 0 M w N 0 0 O O O O w 0 0 U O O I- 0 O 0 0 0 0 M N Q > U 0 0 � 0 A 29+19.00, 17.00 LT A 29+19.00, 6.00 LT O o CV = Q U w zw J = =C/) Ow 7 PROTECT AND PRESERVE NO PARKING SIGN A 34+00.10, 11.00 LT O CD 7 Co w Q = 11 w c/) 00 z_ c/) J = j:1 12 ---r--� 5 A 34+00.00, 0.00 I II I T \ I R-6 I I IISPEEDII II LIMIT II I I II II I i II II ' II II L====J i� \ / D 299+25.00, 7.50 RT MATCH EXISTING \' A ,� . /l 1Jv I I T.�V, V.V V I. 1 \ v / SEE SG r A 30+74.50, 17.00 RT 4 SHEETS II A 30+84.50, 17.00 RT 4a A 31+00.00, 17.00 RT -,II II ��� ILII _ _ - J A 35+13.49, 13.86 LT L -III II A -LINE (SIDNEY RD) 34+00 35+00 31+00 0 ro PROTECT AND PRESERVE ROAD NAME AND DEAD END SIGNS A 31+35.00, 15.83 RT MATCH EXISTING PROTECT AND PRESERVE SCHOOL ZONE SIGN 36+00 PROTECT AND PRESERVE NO STOPPING OR STANDING SIGN Q D 299+25.00, 4.50 LT ' MATCH EXISTING D 299+47.00 D 299+64.00, 4.50 LT A 31+50.20, 15.50 LT A 31+50.00, 4.50 LT N N DO NOT BLOCK INTERSECTION ♦ USE - - I 37+00 6 11 12 10 0 20 40 SCALE IN FEET PAVEMENT MARKING LEGEND IDTYPE 2SL PLASTIC ARROW (PER COPO STD DETAIL 430) 2SR PLASTIC ARROW 7' OTYPE (PER COPO STD DETAIL 430) PLASTIC STOP LINE, 24 IN. WIDE (PER COPO STD DETAIL 430) PAINTED EDGE LINE (PER WSDOT STD PLAN M-20.10) DOUBLE YELLOW CENTER LINE OPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) TWO WAY LEFT TURN CENTERLINE KIIIPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) CD PAINTED WIDE LINE c o w O (PER WSDOT STD PLAN M-20.10) < Q w = (Ii) PLASTIC WIDE LINE CD (PER WSDOT STD PLAN M-20.10) z SQ J = KIiPLASTIC BIKE LANE SYMBOL _ (PER WSDOT STD PLAN M-9.50) w QUJ cw I I I I I I I PLASTIC CROSSWALK (PER COPO STD DETAIL 427) PAVEMENT MARKING NOTES 1. ALL PLASTIC SHALL BE TYPE A - LIQUID HOT APPLIED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(1). 2. PLASTIC BIKE LANE SYMBOLS SHALL BE TYPE B PRE -FORMED FUSED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(2). 3. ALL EDGE LINES ARE WHITE UNLESS OTHERWISE NOTED. 4. CENTER TRAFFIC ARROWS IN MIDDLE OF DESIGNATED LANE. GENERAL NOTES: SIGN LEGEND 1. REFER TO SHEET CH -06 FOR SIGN O SIGN NOTE INSTALLATION, RELOCATION, AND REMOVAL SCHEDULES. IR-X I SIGN REMOVAL NOTE 0 2. EXISTING SCHOOL ZONE FLASHING PROPOSED LOCATION M = BEACON POLE, SIGNS, AND REL X SIGN RELOCATION NOTE Q U FLASHING ASSEMBLY TO BE w 1- LOCATED PER GENERAL NOTE 3. EXISTING LOCATION z w CONTRACTOR SHALL REMOVE J = FOUNDATION PER SPECIAL EXISTING SIGN & POST _ (I) PROVISIONS. CONTRACTOR TO w COORDINATE WITH KITSAP COUNTY NEW / RELOCATED SIGN ON POST < C/) SIGNAL SHOP FOR RELOCATION. 3. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10, EXCEPT ANCHOR BOLTS SHALL MATCH EXISTING RELOCATED FLASHING BEACON POLE BASE. INSTALL RELOCATED SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND EQUIPMENT ON NEW FOUNDATION. SEE GENERAL NOTE 2 FOR MORE INFORMATION. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP REGARDING RELOCATION. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No M.WEYRAUCH JUNE2025 �'EFFRFY ALL DIMENSIONS o °E WAS&I�C,C� �J CITY OF PORT ORCHARD CH -03 B I D D JC 1_i F'I E F\J "IS DRAWN BY: JOB No.: SHOWN IN FEET S C�J l :LLIAN C E M. WEYRAUCH 23-000875 UNLESS OTHERWISE Qj CONSULTING SERVICES HEET No.: APPROVED BY: DRAWING FILENo.: DESIGNATED Ohs RFCI57628STE�` 2727HOLLYCROFTSTREET, CHANNELIZATION AND SIGNING PLAN SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 CH -03 I0NA L � ti° P: 253.201.0777 A 28+50 - A 37+50 49 OF 54 �ti°� SCJALLIANCE.COM C) 0 U L) 00 0 0 0 M w N 0 0 O O 0 O O w 0 0 C) O I- 0 O 0 0 0 0 M N U) L' Q > U 0 0 � 0 ci 0 ±w 6 w Q = 11 w v) Z U) = H 12 U w w Q) 8.5 PROTECT AND PRESERVE SCHOOL ADVANCE SIGN 6 38+00 11 12 9 —\A 37+75.00, 12.00 RT / / � MATCH EXISTING A -LINE (SIDNEY RD) 42+00 39+00 A -LINE (SIDNEY RD) STOP II AE�_s 40+00 I E 399+13.00, 8.46 RT MATCH EXISTING I E 399+50.25, 8.50 RT 4a NI ALL WAY A 43+93.25, 11.00 LT _ _ _A 43+93.25, 0.50 LT 3 A 43+65.56, 13.89 LT PROTECT AND PRESERVE KITSAP � � \ TRANSIT BUS STOP SIGN 6 43+00 11 12 ;SPEED; ii LIMITII II II II II L====J R-7 11 9 > A 40+14.06, 14.08 LT 41+00 PROTECT AND PRESERVE STOP AHEAD SIGN II II I II E 399+13.00, 2.00 LT f I I 4 MATCH EXISTING 4 E 399+13.00, 11.50 LT T[z//::::::ii:i MATCH EXISTING 4 E 399+33.00, 11.50 LT I E 399+50.25, 2.00 LT 6 110 III 10 oo I I II I I D w w Q w w C1- —J 44+ 0 —I - O I - __ 0 8.5 / - --------------- ____________ A 43+69.68, 12.00 RT PROTECT AND PRESERVE BUS STOP SIGN 4 PROTECT AND PRESERVE PROTECT AND PRESERVE STREET STOP SIGN NAME AND TWO-WAY SIGN SPEED LIMIT 25 PROTECT AND PRESERVE STOP SIGN 0 + w 6 w 11 Q = w cn 12 U w w 8.5 <) Z) A 44+81.75, 12.00 LT 9 I A 44+92.36, 14.51 LT 6- 12 45+00 11.5 7.5 3 > A 44+81.00, 0.00 0 20 40 SCALE IN FEET PAVEMENT MARKING LEGEND 2SL PLASTIC ARROW OTYPE (PER COPO STD DETAIL 430) 2SR PLASTIC ARROW 7' OTYPE (PER COPO STD DETAIL 430) PLASTIC STOP LINE, 24 IN. WIDE (PER COPO STD DETAIL 430) PAINTED EDGE LINE (PER WSDOT STD PLAN M-20.10) DOUBLE YELLOW CENTER LINE KIDPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) TWO WAY LEFT TURN CENTERLINE KIIIPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) WIDE LINE OPAINTED 7 (PER WSDOT STD PLAN M-20.10) PLASTIC WIDE LINE 8 8 (PER WSDOT STD PLAN M-20.10) KIIPLASTIC BIKE LANE SYMBOL (PER WSDOT STD PLAN M-9.50) CROSSWALK I I I I I I IPLASTIC (PER COPO STD DETAIL 427) PAVEMENT MARKING NOTES 1. ALL PLASTIC SHALL BE TYPE A - LIQUID HOT APPLIED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(1). 2. PLASTIC BIKE LANE SYMBOLS SHALL BE TYPE B PRE -FORMED FUSED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(2). 3. ALL EDGE LINES ARE WHITE UNLESS OTHERWISE NOTED. 4. CENTER TRAFFIC ARROWS IN MIDDLE OF DESIGNATED LANE. GENERAL NOTES: SIGN LEGEND 1. REFER TO SHEET CH -06 FOR SIGN OX SIGN NOTE INSTALLATION, RELOCATION, AND REMOVAL SCHEDULES. IR-X I SIGN REMOVAL NOTE 2. EXISTING SCHOOL ZONE FLASHING PROPOSED LOCATION BEACON POLE, SIGNS, AND REL X SIGN RELOCATION NOTE o FLASHING ASSEMBLY TO BE 6 LOCATED PER GENERAL NOTE 3. EXISTING LOCATION CONTRACTOR SHALL REMOVE U 12 FOUNDATION PER SPECIAL EXISTING SIGN & POST 46 w w PROVISIONS. CONTRACTOR TO - z w COORDINATE WITH KITSAP COUNTY NEW / RELOCATED SIGN ON POST 11.5 J = SIGNAL SHOP FOR RELOCATION. _C/) 7 5 w 3. CONSTRUCT FOUNDATION PER <(I) (I) WSDOT STD PLAN J-21.10, EXCEPT ANCHOR BOLTS SHALL MATCH EXISTING RELOCATED FLASHING BEACON POLE BASE. INSTALL RELOCATED SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND EQUIPMENT ON NEW FOUNDATION. SEE GENERAL NOTE 2 FOR MORE INFORMATION. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP REGARDING RELOCATION. A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No M.WEYRAUCH JUNE2025 'EFFRFy ALL DIMENSIONS o °E WAS&, )_/y �J CITY OF PORT ORCHARD CH -04 B I D D JC Li F'I E F\J "IS DRAWN BY: JOB SHOWN IN FEET S C�J l :LLIAN C E M. WEYRAUCH 23-000875 UNLESS OTHERWISE Qj CONSULTING SERVICES 0 R 1 II A RD SHEET No.: APPROVED BY: DRAWING FILENo.: DESIGNATED Ohs RFCISTE�`� �� 2727HOLLYCROFTSTREET, CHANNELIZATION AND SIGNING PLAN SUITE 230, GIG HARBOR, WA 98335 A. KNIGHT 23-000875 CH -04 SIONA L O ��✓ SCJALLIANCE.COM A 37+50 - A 46+00 50 OF 54 0 20 40 SCALE IN FEET O O U CD O O O M O w N 0 0 O O O O O cu - 0 co O cu - U O O 0 O N. O O O U- 0 (N H o U M 00 If)(O o w u0 N C- a _ _ _ _ _ _ _-- A-LINE (SIDNEY RD) 0 0 + o CO Ur7.25 z Lu J =(/)LLu / I 7L 'A -LINE (SIDNEY RD) I / L� L..... rn Lu U7III PRESERVE AND PROTECT STOP AHEAD AND STREET NAME SIGN / / '=i ;rI•J / I 47+00 48+00 12 4.9 / / / / / / 11.5 -----------7----- 7 7 7 85 ---------7------------- 7t-------- // Lam— - r--- PRESERVE AND PROTECT / j,7 i i i / / SPEED LIMIT SIGN // -LI � L----- ==1J_- // / L J L- J1 / / I I i / / I I I I / - I I I I / /' D A 49+92.36, 14.50 -LT' —TLL / / / 6 L.0 U) 0012 50+00 77 v) _ --- I -------- — _ H 11.5 //� U w --7 -7 cl) 8.5 // // ----- -- ------ ------------- iL--------- / / / / ---. I r-----1 - 7 7 / / I L ---J I I L ---J V / / 1 // I I I // 1// / L -----.J / / / / / / / / / / A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: M. WEYRAUCH JUNE 2025 DRAWN BY: JOB No.: M. WEYRAUCH 23-000875 APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 CH -05 / / / / / / / / 77Z 7 A 50+94.00, 12.00 LT 5.75 A 51+76.52, 11.75 LT MATCH EXISTING 12 51+00 11.75 52+00 11.5 9 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED ?�✓0E 0F A RoA pF Sy u) hi Icy ` 12.25 8.5 S CJ ALLIANCE CONSULTING SERVICES 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD PAVEMENT MARKING LEGEND DTYPE 2SL PLASTIC ARROW (PER COPO STD DETAIL 430) 2SR PLASTIC ARROW 7� OTYPE O (PER COPO STD DETAIL 430) PLASTIC STOP LINE, 24 IN. WIDE _____________ OO (PER COPO STD DETAIL 430) EDGE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) DOUBLE YELLOW CENTER LINE OPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) TWO WAY LEFT TURN CENTERLINE OPAINTED WITH RPMS (PAINT LINE PER WSDOT STD PLAN M-20.10) (TYPE 2YY RPMS PER COPO STD DETAIL 424) WIDE LINE OPAINTED O (PER WSDOT STD PLAN M-20.10) WIDE LINE KIiPLASTIC O (PER WSDOT STD PLAN M-20.10) -' KIiPLASTIC O BIKE LANE SYMBOL (PER WSDOT STD PLAN M-9.50) PLASTIC CROSSWALK I I I I I I I (PER COPO STD DETAIL 427) PAVEMENT MARKING NOTES 1. ALL PLASTIC SHALL BE TYPE A - LIQUID HOT APPLIED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(1). 2. PLASTIC BIKE LANE SYMBOLS SHALL BE TYPE B PRE -FORMED FUSED THERMOPLASTIC PER WSDOT STANDARD SPECIFICATION 9-34.3(2). 3. ALL EDGE LINES ARE WHITE UNLESS OTHERWISE NOTED. 4. CENTER TRAFFIC ARROWS IN MIDDLE OF DESIGNATED LANE. GENERAL NOTES: 1. REFER TO SHEET CH -06 FOR SIGN INSTALLATION, RELOCATION, AND REMOVAL SCHEDULES. 2. EXISTING SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND FLASHING ASSEMBLY TO BE LOCATED PER GENERAL NOTE 3. CONTRACTOR SHALL REMOVE FOUNDATION PER SPECIAL PROVISIONS. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP FOR RELOCATION. 3. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10, EXCEPT ANCHOR BOLTS SHALL MATCH EXISTING RELOCATED FLASHING BEACON POLE BASE. INSTALL RELOCATED SCHOOL ZONE FLASHING BEACON POLE, SIGNS, AND EQUIPMENT ON NEW FOUNDATION. SEE GENERAL NOTE 2 FOR MORE INFORMATION. CONTRACTOR TO COORDINATE WITH KITSAP COUNTY SIGNAL SHOP REGARDING RELOCATION. SIGN LEGEND OX SIGN NOTE R -X I SIGN REMOVAL NOTE PROPOSED LOCATION REL X SIGN RELOCATION NOTE EXISTING LOCATION EXISTING SIGN & POST sI NEW / RELOCATED SIGN ON POST SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD CHANNELIZATION AND SIGNING PLAN A 46+00 - A 52+00 DRAWING No.: CH -05 SHEET No.: 51 OF 54 Q O U C) O O O M U w N 0 0 I- 0 O O w O O U CD O I- 0 O n u) I CD O O O SIGN INSTALLATION SPECIFICATIONS SIGN SIGN SIGN STATION SIGN SIZE POST POST REMARKS NO. CODE DESCRIPTION X Y MATERIAL SIZE 1 R2-1 SPEED LIMIT A 19+03.80, 24.07 LT 24" 30" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST 2 R2-1 SPEED LIMIT A 22+01.75, 17.53 LT 24" 30" REUSE EXISTING POST 2" X 2" INSTALL NEW SIGN R9-3 NO PEDESTRIAN CROSSING 18" 18" INSTALL NEW SIGN ON NEW POST FACING WEST 3 R9-3bP USE CROSSWALK A 24+11.75, 21.00 RT 18" 12" PERFORATED TELSPAR, 14 GUAGE 2 X 2 INSTALL NEW SIGN FACING WEST R3-17 BIKE LANE 24" 18" INSTALL NEW SIGN FACING SOUTH R3-17bP ENDS 24" 8" INSTALL NEW SIGN FACING SOUTH 4 R9-3 NO PEDESTRIAN CROSSING A 24+12.24, 17.75 LT 18" 18" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST R9-3bP USE CROSSWALK 18 12" INSTALL NEW SIGN 5 R9-3 NO PEDESTRIAN CROSSING A 31+73.50, 23. 42 RT 18" 18" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST R9-3bP USE CROSSWALK18" 12" R10-7 DO NOT BLOCK INTERSECTION 24 30 INSTALL NEW SIGN ON NEW POST 6 R9-3 NO PEDESTRIAN CROSSING A 31+73.54, 32.82 LT 18" 18" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN R9-3bP USE CROSSWALK 18" 12" INSTALL NEW SIGN 7 R2-1 SPEED LIMIT A 35+41.20, 18.90 RT 24" 30" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST 8 R2-1 SPEED LIMIT A 41+01.62, 21.08 LT 24" 30" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST 9 R2-1 SPEED LIMIT N/A - SEE CH -01 24" 30" PERFORATED TELSPAR, 14 GUAGE 2" X 2" INSTALL NEW SIGN ON NEW POST SIGN RELOCATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STATION SIGN SIZE POST MATERIAL POST SIZE REMARKS X Y REL-1 - SCHOOL ADVANCE A 18+76.74, 39.97 RT EXISTING EXISTING PERFORATED TELSPAR, 14 GUAGE 2" X 2" RELOCATE SIGN AND INSTALL NEW POST REL-2 - STOP A 20+88.69, 45.65 RT EXISTING EXISTING PERFORATED TELSPAR, 14 GAUGE 2" X 2" RELOCATE SIGN AND INSTALL NEW POST REL-3 - KITSAP TRANSIT BUS STOP A 21+61.40, 23.10 RT EXISTING EXISTING EXISTING EXISTING RELOCATE SIGN AND POST REL-4 - SCHOOL ZONE FLASHING BEACON A 22+01.75, 21.10 RT EXISTING EXISTING EXISTING EXISTING RELOCATE SIGN AND POST, SEE GENERAL NOTES 2 AND 3 REL-5 - END SCHOOL ZONE A 22+01.75, 17.53 LT EXISTING EXISTING PERFORATED TELSPAR, 14 GUAGE EXISTING RELOCATE SIGN REL-6 - _ BIKE LANE ENDS A 25+57.01, 25.98 LT EXISTING EXISTING EXISTING EXISTING PERFORATED TELSPAR, 14 GUAGE EXISTING RELOCATE RELOCATE SIGN SIGN ** AND ** POST REL-7 - NO PARKING A 28+85.00, 29.25 LT EXISTING EXISTING PERFORATED TELSPAR, 14 GUAGE 2" X 2" RELOCATE SIGN AND INSTALL NEW POST REL-8 - END SCHOOL ZONE A 35+41.20, 18.90 RT EXISTING EXISTING PERFORATED TELSPAR, 14 GUAGE 2" X 2" RELOCATE SIGN REL-9 - - STOP ALL WAY A 44+11.45, 49.47 LT EXISTING EXISTING EXISTING EXISTING PERFORATED TELSPAR, 14 GAUGE 2 X 2" RELOCATE RELOCATE SIGN SIGN AND INSTALL NEW POST ** SIGN TO BE RELOCATED FROM SOUTH END OF POTTERY AVENUE IMPROVEMENTS PROJECT. A REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED B I D DOC M N T S E DRAWN BY: T. BECK JOB No.: 23-000875 U ___ ___ APPROVED BY: A. KNIGHT DRAWING FILE No.: 23-000875 CH -06 0WAR'j oA pF Sy � hi Icy ` S CJ ALLIANCE CONSULTING SERVICES SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STATION SIGN SIZE POST MATERIAL POST SIZE REMARKS X Y R-1 - SPEED LIMIT A 19+03.80, 24.07 LT EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST R-2 - SPEED LIMIT A 21+80.16, 19.39 RT EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST R-3 - SPEED LIMIT A 23+48.80, 24.52 LT EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST R-4 - _ SCHOOL ADVANCE ARROW A 30+57.77, 23.73 RT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING REMOVE REMOVE SIGN SIGN AND ** POST ** R-5 - _ SCHOOL ADVANCE ARROW A 30+59.14, 27.77 LT EXISTING EXISITNG EXISTING EXISTING EXISTING EXISTING REMOVE REMOVE SIGN SIGN AND ** POST ** R-6 - SPEED LIMIT A 34+50.80, 18.02 RT EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST R-7 - SPEED LIMIT A 41+01.62, 21.08 LT EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST R-8 - SPEED LIMIT N/A - SEE CH -01 EXISTING EXISTING EXISTING EXISTING REMOVE SIGN AND POST ** SIGN IS DOUBLE -SIDED. SIGNING NOTE: 1. NEW SIGNS POSTS SHALL BE INSTALLED PER COPO STANDARD DRAWING NO. 500. 2. SALVAGE EXISTING SIGNS AND POSTS TO CITY OF PORT ORCHARD OPERATIONS STAFF. 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 P: 253.201.0777 SCJALLIANCE.COM ORCHARD SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD SIGN INSTALLATION, RELOCATION, AND REMOVAL SPECIFICATIONS DRAWING No.: CH -06 SHEET No.: 52 OF 54 CD Q 0 00 O O CD I M N 0 0 U 0 w N 0 0 O 0 0 O w 0 0 U 0 O I- 0 O N. O CD O RECOMMENDED SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350± RURAL ROADS & URBAN ARTERIALS 25-30 MPH 200± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. OPTIONAL LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 20 25 30 35 40 B (feet) 115 155 200 250 305 Buffer space may be adjusted (±) based on field conditions. rH K a a K MAXIMUM CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35-40 10-20 60 20-30 10-20 40 00000l (OPTIONAL) 300' @ 20' X X X X 50' - 300' 36" MIN 36" MIN 36" MIN 36" MIN 24" ROAD DNNE BE WORK OROAD PREPARED AHEAD AHEAD TO STOP 36" MIN 36" MIN 36" MIN 36" MIN W20-1 W20-4 W20 -7B W20 -7A OPTIONAL IF SLOW 40 MPH OR LESS W21-1201 (W/R, B/O) LEGEND: K TEMPORARY SIGN LOCATION a 28" REFLECTIVE TRAFFIC CONE (SEE NOTE 3) OPTIONAL CHANNELIZATION DEVICE EEITI PROTECTIVE VEHICLE (SEE NOTE 2) FLAGGER w a_U) < w U of ow oo 0 1000' ± MAX & UP TO 2 DRIVEWAY. BUSINESS ACCESS. AND/OR INTERSECTING ROADWAYS a a EXISTING EXISTING SHOULDER LANE WORK AREA (OTHERWISE, USE PILOT CAR OPERATION) FOR DRIVEWAY, BUSINESS ACCESS, AND INTERSECTING ROADWAY DETAILS: SEE TC420, SHEET 2. SEE NOTE 3 WORK AREA a a a a SEE NOTE 4 EXISTING LANE 10' MIN LANE OPEN TO ALT. TRAFFIC 0 - SECTION A -A a a a a 0 A PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW. 40'- 80' RECOMMENDED. 24" 24" SLOW W21-1201 (W/R, B/O) OPTIONAL N IF 40 MPH OR LESS 0 w MIN 36" MIN 36" MIN<436' 3MIN ^� H a Q BE ONE LANEROAD Q U *36" PREPARED WORK 0 OO o w TO STOP AHEAD AHEAD aw T_O b MIN 36"MIN 36"MIN6"MIN O + W20 -7A W20 -7B W20-4 W20-1 R B X X X X ❑ a a a a ❑ zO EEJUa ■ a a a a a ❑DD 10' MI N 40' 260' @ 20' TRAFFIC (OPTIONAL) LANE NOTES: 1. AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE. 2. PROTECTIVE VEHICLE MAY ALWAYS BE USED ON ROADWAYS 40 MPH OR LESS, EVEN IF THE LONGITUDINAL BUFFER SPACE IS REDUCED OR ELIMINATED. ADDITIONAL PVs MAY BE ADDED AT SEPARATE WORK CREWS. 3. MAY SHIFT LATERALLY. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK. 4. PEDESTRIAN & BICYCLIST ACCOMMODATIONS (ENGINEER TO ACCEPT ANY ALTERNATIVE STRATEGIES): EXISTING (A) ALLOW PEDESTRIANS TO USE THE PAVED SHOULDER OR ADJACENT PATH OPPOSITE THE WORK AREA SHOULDER (B) COMBINE BIKES & VEHICULAR TRAFFIC. BIKES TO CLEAR PRIOR TO RELEASING ONCOMING TRAFFIC (C) PROVIDE FREE SHUTTLE (WORK TRUCK, VAN, OR BUS MAY BE USED) 5. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: 1-07.8(1) HIGH -VISIBILITY APPAREL 1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION 1-10.3(2)A TRAFFIC CONTROL PROCEDURES 9-35.1 24 -INCH STOP/SLOW PADDLE SIZE 6. FOR PROJECT -SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS. 7. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. 8. ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY. ALTERNATING 1 -LANE, 2 -WAY TRAFFIC: FLAGGER-CONTROLLED (HIGHWAYS, 40 MPH OR LESS) NOT TO SCALE FILE NAME C:\Users\LintzF\OneDrive - Washington State Department of Transportation\Desktop\Work Zone TCPsX420Hwy4O-AitTrafficFlagger.dgn DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation Plot 1 TIME 2:05:02 PM REGION STATE FED.AID PROJ.NO. PLAN REF NO TC420 DATE 4/2/2024 10 WASH PLOTTED BY LintzF DESIGNED BY JOB NUMBER SHEET I 4 SHEETS ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO. TYPICAL TRAFFIC CONTROL PLANS PROJ. ENGR. REGIONAL ADM. REVISION DATE BY A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 \�ZC HA E- TC-0 1 OF WASH ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET -SCJ ALLIANCE T. BECK 23-000875 __ B I D DOC U M E N T S ___ ___ UNLESS OTHERWISE CONSULTING SERVICESORCHARDHEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED alp 6(3I STER�O�� tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 J� TRAFFIC CONTROL PLAN A. KNIGHT 23-000875 TC-01 10 A L �� P: 253.201.0777 53 OF 54 ti SCJALLIANCE.COM Q 00 0 0 O I U w N 0 0 I- 0 0 O w 0 0 U 0 O I- 0 O N. 00 0 O O NOTES: 9. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC420, SHEET 1. 10. WORK MAY BRIEFLY OCCUR WITHIN LANE CLOSURE ACROSS INTERSECTING ROADWAY APPROACHES, BUSINESS ACCESSES, OR DRIVEWAYS. MAY HOLD APPROACH OR ACCESS TRAFFIC FOR 5 MINUTES OR LESS (ENGINEER MAY ACCEPT HOLDS UP TO 10 MINUTES) WHILE RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING APPROACH OR ACCESS MAY BE REMOVED OR RELOCATED AS NEEDED. 11. SINGLE FLAGGER (WITH RED FLAG/ RED GLOW CONE FLASHLIGHT) MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING & TURNING TRAFFIC. K K K x x x 36" MIN 36" MIN 36" MIN ROAD WORK ONE LANE ROAD BE PREPARED AHEAD AHEAD TO STOP 36" MIN 36" MIN 36" MIN W20-1 W20-4 W20 -7B OPTIONAL IF 40 MPH OR LESS K x 36" MIN .t 36" MIN W20 -7A SIGN SEQUENCE A 48"x48" signs required on 45+ mph roadways 24" SLOW W21-1201 (W/R, B/O) _ WORK AREA► 0 0 oD 0 U 1 D-•- 0 n e 0 �`_` 10'SPACING ACROSS INTERSECTION O IY x CD z I - W LU USE SIGN SEQUENCE A I - z UNSIGNALIZED INTERSECTING ROADWAY DETAIL FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. OPPOSITE OF LANE CLOSURE USE SIGN SEQUENCE A 7 x 5' DEVICE f SPACING WORK ° /9 WORK AREA boo i AREA a SEE NOTE 10 (OPTIONAL) SEE NOTE 11 UNSIGNALIZED INTERSECTING ROADWAY DETAIL SAME SIDE AS LANE CLOSURE (TWO OPEN LANES) USE SIGN SEQUENCE A x 50' TAPER 6+ DEVICES 0 O C z F- 0 W ry W I- 0 z o ■ U 5' SPACINGP C 10' MIN WORK V AREA SEE NOTE 10 (OPTIONAL) SEE NOTE 11 K -AREA UNSIGNALIZED INTERSECTING ROADWAY DETAIL SAME SIDE AS LANE CLOSURE (SINGLE OPEN LANE) >-U) <0)1 01 WO 5' SPACING� 0 0 WORK WORK AREA o o o AREA yon. 1 SEE DRIVEWAY OR BUSINESS ACCESS DETAIL SAME SIDE AS LANE CLOSURE WORK AREA D 0 0 0 0 0 0 0 0 0 10'SPACING ACROSS D/W OR B. ACCESS \ >-C ,, QU >0 E I 001 DRIVEWAY OR BUSINESS ACCESS DETAIL OPPOSITE OF LANE CLOSURE ALTERNATING 1 -LANE, 2 -WAY TRAFFIC: FLAGGER-CONTROLLED (HIGHWAYS, 40 MPH OR LESS) NOT TO SCALE C:\Users\LintzF\OneDrive - Washington State Department of Transportation\Desktop\Work Zone TCPs\420Hwy4O-AltTrafficFlagger.dgn 2:05:02 PM REGION STATE FED.AID PROJ.NO. 4/2/2024 LintzF 10 WASH JOB NUMBER REVISION DATE I BY CONTRACT NO, I LOCATION NO, DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation TYPICAL TRAFFIC CONTROL PLANS Plot 2 PLAN REF NO TC420 SHEET 2 OF 4 SHEETS A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS DRAWING No.: 1 � T. BECK JUNE 2025 \�ZC HA E- TC-02 OF WASH ALL DIMENSIONS CITY OF PORT ORCHARD DRAWN BY: JOB No.: SHOWN IN FEET SC�J ALLIANCE T. BECK 23-000875 __ B I D DOC U M E N T S ___ ___ UNLESS OTHERWISE CONSULTING SERVICESORCHARD HEET No.: APPROVED BY: DRAWING FILE No.: DESIGNATED FS RFGISTER�O �ti`� tih 2727 HOLLYCROFT STREET, SUITE 230, GIG HARBOR, WA 98335 TRAFFIC CONTROL PLAN A. KNIGHT 23-000875 TC-01 SIGN A L �� �� P: 253.201.0777 ��ti SCJALLIANCE.COM 54 OF 54