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Home My WebLink AboutDiscovery Road; Raineier to Sheridan 2024ga gg m. CITY OF PORT TOWNSEND APPROVES THE PLANS AND SPECIFICATIONS S&4.4& � Steve King, PE, Public Works Director GENERAL CONDITIONS 1. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF PORT TOWNSEND STANDARDS, THE 2022 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, AND PROJECT SPECIAL PROVISIONS WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. THE ORDER OF PRECEDENCE IS AS FOLLOWS: 2.1. ADDENDA 2.2. PROPOSAL FORM 2.3. SPECIAL PROVISIONS 2.4. CONTRACT PLANS 2.5. 2022 WSDOT STANDARD SPECIFICATIONS 2.6. WSDOT STANDARD PLANS 2.7. CITY OF PORT TOWNSEND ENGINEERING DESIGN STANDARDS 3. TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED AND SHALL COMPLY WITH THE STORMWATER CODE AND WSDOT/APWA SPECIFICATION 1-07.15 AS FOLLOWS: 3.1. ALL PERMANENT STORAGE AND RETENTION/DETENTION AREAS USED AS PART OF THE TEMPORARY EROSION CONTROL AND WATER POLLUTION/FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS FOLLOWING COMPLETION OF CONSTRUCTION AND THE PERMANENT FACILITIES SHALL THEN BE COMPLETED INCLUDING PERMANENT INFILTRATION AREAS. 4. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY 1 ALLIANCE GEOMATICS SURVEYING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION WORK. 6. ALL NON-FERROUS PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER TAPE SHALL BE 4" WIDE MINIMUM PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED AND COLOR CODED FOR THE UTILITY TO BE MARKED AND WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D"OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, FORCE MAINS AND CURVED MAINS SHALL HAVE A 14 GAUGE COATED COPPER WIRE, WRAPPED AROUND THE PIPE, BROUGHT UP, COATING STRIPPED, AND TIED OFF AT THE VALVE STEM OR MANHOLE RING. THE TAPE AND WIRE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 7. TEMPORARY STREET PATCHING MAY BE ALLOWED WITH THE APPROVAL OF THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE AS DESCRIBED IN CHAPTER 6 OF THE PORT TOWNSEND ENGINEERING DESIGN STANDARDS. 8. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. 9. SPECIAL STRUCTURES SHALL BE INSTALLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. 10. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT EROSION CONTROL IN THE FORM OF VEGETATION ESTABLISHMENT SUCH AS GRASS SEEDING. A MEANS SHALL BE ESTABLISHED TO PROTECT THE PERMANENT STORM DRAIN SYSTEM PRIOR TO ESTABLISHMENT OF THE PERMANENT EROSION CONTROL MEASURES. THESE METHODS SHALL BE INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLANS IN ACCORDANCE WITH CHAPTER 5 OF OF THE PORT TOWNSEND ENGINEERING DESIGN STANDARDS. 11. CONSTRUCTION WORK (INCLUDING DELIVERIES) HOURS SHALL BE RESTRICTED TO 7 A.M. TO 6 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED IN WRITING. 12. THE CITY PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 24 HOURS IN ADVANCE OF THE NEED FOR AN INSPECTION. EVERY EFFORT WILL BE MADE TO ACCOMMODATE SAME -DAY INSPECTIONS IF THE CITY IS NOTIFIED BEFORE 8 AM. SEC. 9 & 10, T. 30 N., R.1 W., W.M. DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT FROM RAINIER STREET TO McCLELLAN STREET JEFFERSON COUNTY PORT TOWNSEND, WA FEDERAL -AID HIGHWAY PROGRAM STPUS-7627(001) PEDESTRIAN & BICYCLE SAFETY PROGRAM 2018 TRANSPORTATION IMPROVEMENT BOARD 8-2-151(004)-1 CITY WORK ORDER #1025, 6033, 7033, 8017 CONSULTANTS OWNER/APPLICANT UTILITIES SCJ ALLIANCE CITY OF PORT TOWNSEND: POWER: STORMWATER /WASTEWATER /STREET: 8730 TALLON LANE NE. STE 200 250 MADISON STREET PUBLIC UTILITY DISTRICT (PUD) #1 CITY OF PORT TOWNSEND LACEY, WA 98516 PORT TOWNSEND, WA 98368 OF JEFFERSON COUNTY (360) 531-4029 (360) 352-1465 PH: (360) 379-4432 (360) 302-0467 CONTACT: BRIAN REID CONTACT: SCOTT SAWYER, P.E. CL: (360) 774-3017 CONTACT: SCOTT BANCROFT breid®cityofpt.us CONTACT: LAURA PARSONS, PE sbancroft®jeffpud.org SURVEY: Iparsonskityofpt.us WATER: 1 ALLIANCE GEOMATTCS PHONE: CITY OF PORT TOWNSEND 1261A 120TH AVE NE URBAN DESIGN: LUMEN (360) 301-1023 BELLEVUE, WA 98005 MACLEOD RECKORD (253) 313-3666 CONTACT: RICH KIESEL (425) 598-2200 110 PREFONTAINE PLACE SOUTH CONTACT: RAY JONES rkiesel®cityofpt.us CONTACT: DAVID A. PEEBLER, P.L.S. SEATTLE, WA 98104 raymond.c.jonesMlumen.com PH: (206) 323-7919 (360) 379-5001 CONTACT: CONNIE RECKORD IAN JABLONSKI connier®mocleodreckord.com ijablonski®cityofpt.us VERTICAL DATUM HORIZONTAL DATUM VERTICAL DATUM: NAVD88 (PORT TOWNSEND #0010951, ELEV = 256.47') FOUND MONUMENT IN CASE (PORT TOWNSEND #0011062, ELEV = 168.46') FOUND MONUMENT IN CASE PUBLISHED IN WASHINGTON STATE DEPARTMENT OF TRANSPORTA11ON SURVEY INFORMATION SYSTEM. CABLE: ASTOUND POWERED BY WAVE BROADBAND (360) 912-7092 CONTACT:MIKE STURGEON mike.sturgeon®astound.com CITY OF PORT TOWNSEND GEODETIC CONTROL NETWORK PLAN (1997) DERIVED FROM THE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(91), US SURVEY FOOT, AS RECORDED IN RECORD OF SURVEY, VOLUME 19, PAGES 61-70, RECORDS OF JEFFERSON COUNTY, WA. THIS SURVEY WAS PERFORMED USING LEICA GS14 CPS AND LEICA MS60 TOTAL STATION. SHEETINDEX SHEET NO. SHEET REF. DESCRIPTION STA. BEGIN STA. END 1 CV-1 COVER SHEET -- -- 2 SQ-1 SUMMARY OF QUANTITIES --- --- 3 AL-1 ALIGNMENT PLAN A 112+00 A 126+00 4 AL-2 ALIGNMENT PLAN A 126+00 A 140+00 5 AL-3 ALIGNMENT PLAN A 140+00 A 155+00 6 XS-1 TYPICAL SECTIONS -- -- 7 XS-2 TYPICAL SECTIONS -- -- 8 ER-1 EROSION CONTROL PLAN A 112+00 A 126+00 9 ER-2 EROSION CONTROL PLAN A 126+00 A 140+00 10 ER-3 EROSION CONTROL PLAN A 140+00 A 152+00 11 RM-1 REMOVAL PLAN A 112+00 A 126+00 12 RM-2 REMOVAL PLAN A 126+00 A 140+00 13 RM-3 REMOVAL PLAN A 140+00 A 152+00 14 PP-1 PLAN AND PROFILE A 112+00 A 119+00 15 PP-2 PLAN AND PROFILE A 119+00 A 126+00 16 PP-3 PLAN AND PROFILE A 126+00 A 133+00 17 PP-4 PLAN AND PROFILE A 133+00 A 140+00 18 PP-5 PLAN AND PROFILE A 140+00 A 146+00 19 PP-6 PLAN AND PROFILE A 146+00 A 152+00 20 PP-7 PLAN AND PROFILE H-LINE E-LINE 21 PP-8 PLAN AND PROFILE M-LINE T-LINE 22 PP-9 PLAN AND PROFILE C-LINE -- 23 Wr-1 WATER/SEWER PLAN AND PROFILE A 112+00 A 119+00 24 Wr-2 WATER/SEWER PLAN AND PROFILE A 119+00 A 126+00 25 WT-3 WATER/SEWER PLAN AND PROFILE A 126+00 A 133+00 26 WT-4 WATER/SEWER PLAN AND PROFILE A 140+00 A 146+00 27 PV-1 PAVING PLAN A 112+00 A 126+00 28 PV-2 PAVING PLAN A 126+00 A 140+00 29 PV-3 PAVING PLAN A 140+00 A 152+00 30 CR-1 CURB RAMP AND INTERSECTION DETAILS RAB -- 31 CR-2 CURB RAMP AND INTERSECTION DETAILS H-LINE -- 32 CR-3 CURB RAMP AND INTERSECTION DETAILS E-LINE -- 33 CR-4 CURB RAMP AND INTERSECTION DETAILS MID -BLOCK -- 34 CR-5 CURB RAMP AND INTERSECTION DETAILS M-LINE --- 35 CR-6 CURB RAMP AND INTERSECTION DETAILS M-LINE --- 36 CR-7 CURB RAMP AND INTERSECTION DETAILS T-LINE --- 37 CR-8 CURB RAMP AND INTERSECTION DETAILS C-LINE -- 38 CR-9 CURB RAMP AND INTERSECTION DETAILS SHERMAN -- 39 DW-1 DRIVEWAY DETAILS --- --- 40 CH-1 CHANNELIZATION PLAN A 112+00 A 126+00 41 CH-2 CHANNELIZATION PLAN A 126+00 A 140+00 42 CH-3 CHANNELIZATION PLAN A 140+00 A 152+00 43 CH-4 SIGN SPECIFICA11ONS AND DETAILS --- --- 44 IL-1 ILLUMINATION PLAN A 112+00 A 126+00 45 IL-2 ILLUMINATION PLAN A 126+00 A 140+00 46 IL-3 ILLUMINATION PLAN A 140+00 A 146+00 47 L1.0 LAYOUT AND MATERIALS ENLARGEMENT PLANS --- --- 48 L1.1 LAYOUT AND MATERIALS ENLARGEMENT PLANS --- --- 49 L2.0 PLANTING PLAN --- --- 50 L2.1 PLANTING PLAN --- --- 51 L2.2 PLANTING PLAN --- --- 52 L2.3 PLANTING SCHEDULE --- --- 53 L2.4 PLANTING NOTES --- --- 54 L2.5 PLANTING DETAILS --- --- 55 L3.0 IRRIGATION PLAN --- --- 56 L3.1 IRRIGATION PLAN --- --- 57 L3.2 IRRIGATION PLAN --- --- 58 L3.3 IRRIGATION LEGEND AND DETAILS --- --- 59 L3.4 IRRIGATION DETAILS --- --- 60 L4.0 LANDSCAPE DETAILS --- --- 61 L4.1 LANDSCAPE DETAILS --- --- 62 L4.2 LANDSCAPE DETAILS --- --- 63 CS-1 CONSTRUCTION SEQUENCING PLAN --- --- 64 CS-2 CONSTRUCTION SEQUENCING PLAN --- --- 65 CS-3 CONSTRUCTION SEQUENCING PLAN --- --- 66 CS-4 CONSTRUC11ON SEQUENCING PLAN --- --- 67 CS-5 CONSTRUC11ON SEQUENCING PLAN --- --- 68 CS-6 CONSTRUCTION SEQUENCING PLAN --- --- 69 TC-1 TRAFFIC CONTROL PLAN --- --- 70 TC-2 TRAFFIC CONTROL PLAN --- --- 71 1 TC-3 ITRAFFIC CONTROL PLAN --- 1 --- Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: 10i2212022 � A. Sq� WAS"'�syF� ��.� ��+ Clt � DISCOVERY ROAD DRAWING No.: M WEYRAUCH ALL DIMENSIONS°�°F Po r BIKEWAY ROADWAY &SIDEWALK PROJECT CV-1 DRAWN BY: JOB No.: SHOWN IN FEET Ol Al SCHEDULE A SCHEDULE B SCHEDULE C SCHEDULED ITEM NO. Item Description Unit Total lily RECONSTRUCTION BSCEWAY WATER SEWER PREPARATION 1 MOBILIZATION L S. 1.00 0.60 030 005 0.05 2 CLEARING AND GRUBBING ACRE 2.4 1 14 0 0 3 REMOVING DRAINAGE STRUCTURE EACH It 11 0 0 0 4 REMOVAL OF STRUCTURES AND OBSTRUCTIONS L S. 1 05 0.5 0 0 5 REMOVING CHAIN LINK FENCE L F. 180 0 180 0 0 6 RELOCATE BOULDER EACH 1 0 1 0 0 7 UTILITY POTHOLE EACH 7 2 5 0 0 ORADIND 8 ROADWAY EXCAVATION INCL. HAUL C.Y 5160 3060 2100 0 0 9 EMBANKMENT COMPAC110N C.Y 970 582 388 0 0 STORM Sl1MER 10 CATCH BASIN TYPE 1 EACH 27 22 5 0 0 11 CATCH BASIN TYPE 2 48 IN. EXAM, EACH 4 4 0 0 0 12 SCHEDULE A STORM SEWER PIPE 12 IN DIAM L F 2770 2750 20 0 0 SAMTARYSEWIER 13 SEWER CLEANOUT EACH 3 0 0 0 3 14 PVC SANITARY SEWER PIPE 12 IN DIAM. L.F. 325 0 0 0 325 WATER LIMB 15 BANK RUN GRAVEL FOR TRENCH BACKFILL C.Y 203 0 0 203 0 16 GATE VALVE 6IN. EACH 4 0 0 4 0 17 GATE VALVE 81N EACH 4 0 0 4 0 18 COMB AIR RELEASEWR VACUUM VALVE ASSEMBLY 21N. EACH 1 0 0 1 0 19 BLOWOFF ASSEMBLY EACH 1 0 0 1 0 20 HYDRANT ASSEMBLY EACH 1 0 0 1 0 21 RESETTING EXISTING HYDRANTS EACH 1 0 0 1 0 22 MOVING EXSTING HYDRANTS EACH 1 0 0 1 0 23 SERVICE CONNECTION 1 IN DIAM EACH 5 0 0 5 0 24 DUCTILE IRON PIPE FOR WATER MAIN 81N DIAM L.F 360 0 0 360 0 25 ADDITIONAL DUCTILE IRON FFTRNGS LB 1000 0 0 1000 0 STRUCTURE 26 CONIC. CLASS 300D FOR RETAINING WALL C.Y. 22 0 22 0 0 SIRIfAC1110 27 CRUSHED SURFACING BASE COURSE TON 4193 3540 653 0 0 28 CRUSHED SURFACING TOP COURSE TON 1313 230 1083 0 0 CEMENT CONCRETE PAVEMENT 29 TEXRIREDAND PIGMENTED CEMENT CONC PAVEMENT C.Y 24 21 3 0 0 30 CEMENTCONC BIKE RAMP BY 143 0 143 0 0 31 CEMENT CONCRETE APPROACH RAMP S.V. 129 0 129 0 0 32 CEME NT CONCRF. TE MIXING ZONE BY 314 82 232 0 0 33 CEMENT CONCRETE MIXING ZONE BORDER S.Y. 109 26 83 0 0 NOT MIX ASPHALT 34 PLANING BITUMINOUS PAVEMENT S.Y. 4N 350 148 0 0 35 HMA CL. 1121N PG 58H TON 2503 1920 583 0 0 IRRIGATION AND WATER DISTRIBUTION 36 IRRIGATION SYSTEM LS, 1 0 1 0 0 EROSION CONTROL AND ROADSIDE PLANTING 37 EROSION CONTROL AND WATER POLLUTION PREVENTION L.S. 1 05 0.5 38 SEEDING, FERTILIZING AND MULCHING S.Y 3275 1764 1511 39 PSIPE - LIQUIDAMBAR STYRAGFLIAA. (MORAINE), 31N CAL EACH 7 7 0 40 PSIPE - MALUS TSCH DNCSKII 31N. CAL EACH 32 21 11 41 PSIPE-PRUWJS XYEDOE NSIS, (AKEBONOL 31N. CAL EACH 2 0 2 42 PSIPE - ZELKOVA SERRATA. 31N CAL EACH 8 6 2 43 PSIPE - ACER GLABRUM, IDOUGLASII), 2 M CAL EACH 5 0 5 44 PSIPE -AMELANC VER XGRANDIFLORA 21N, CAL EACH 11 0 11 45 PSIPE-CORNUS KOUSA X NUTTALLII. (VENUSISTARLIGHT). 21N CAL EACH 3 0 3 46 PSIPE - ARBUTUS UNEDO, (ELFIN KING), 5 GAL EACH 6 0 6 47 PSIPE- RHODODENDRON MACROPHYLLUM. 5 GAL EACH 13 0 13 48 PSIPE-CEANOTHUS (DARK STAR1 2 GAL EACH 12 0 12 0 49 PSIPE - MYRICA CALIFORNICA 2 GAL EACH 6 0 6 50 PSIPE - LONICERA INVOLUCRATA, 1 GAL EACH 15 3 12 3 51 PSIPE- CISTUS XHYBRIDUS, 1 GAL EACH 22 11 11 52 PSIPE - GALTH ERIA SHALLON 1 GAL EACH 115 0 115 53 PSIPE - POTENTILLA FRUTICOSA , 1 GAL EACH 68 20 48 54 PSIPE - RIBES SANGUINEUM 1 GAL EACH t0 3 7 g55 PSIPE - ROSMARINUS OFFICINALIS 1 GAL EACH 20 10 10 56 PSIPE-SYMPHORICARPUS ALBUS, 1 GAL EACH 36 12 24 0 57 PSIPE - VACCIMUM OVATUM , 1 GAL EACH 26 0 26 f,z 58 PSIPE-ABELIA XGRAND7FLORA. (KALEIDOSCOPE), 1 GAL EACH 56 10 46 E R 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: E 51 1 SCHEDULE LETTERS ADDED TO GROUP HEADERS M WEYRAUCH 10/22/2022 E o m ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED ' DRAWN BY: N MAYFIELD JOB No.: 0699.14 9/20/23 ADDENDUMS 1-4 CHECKED BY: S SAWYER DRAWING FILE No.: 0699.14 SO-01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SCHEDULE A SCHEDULE B SCHEDULE C SCHEDULE D OA ITEM NO. Item Description Unit Total Qty RECONSTRUCTION BIKEWAY WATER SEWER 59 PSIPE -ARCTOSTAPHYLOS UVA URSI, (MASSACHUSETTSI, 1 GAL EACH 15 0 15 0 0 60 PSIPE CORNUS SERICEA IKELSEYO, 1 GAL EACH 20 7 13 0 0 61 PSIPE- ERICA X DARLEYENSIS ICAL EACH 67 0 67 0 0 62 PSIPE -FOTHERGILLA GARDENENII. 1 GAL EACH 54 0 54 0 0 63 PSIPE - LAVANDULA ANGUSTIFOUA HIDCOTE, 1 GAL EACH 52 24 28 0 0 64 PSIPE -LONICERA PILEATA. 1 GAL EACH 165 114 51 0 0 65 PSIPE - MOHONIA NERVOSA. 1 GAL EACH 11 12 0 0 0 66 PSIPE -POLYSTICHUM MUNITUM 1 GAL EACH 68 0 68 0 0 67 PSIPE - FIRAGARIA CHILOENSIS, 41N EACH 240 0 240 0 0 68 PSIPE -SWALE GRASSES EACH 135 135 0 0 0 69 HIGH VISIBILITY SILT FENCE L.F. 1409 907 502 0 0 70 BARK OR WOOD CHIP MULCH C.Y 188 94 94 0 0 71 ROOT BARRIER L.F. 130 0 130 0 0 72 TOP SOIL TYPE A C.Y 1266 762 504 0 0 73 DEER PROTECTION FENCE L.F. 200 0 200 0 0 74 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 4660 3137 923 0 0 75 CEMENT CONC. TRAFFIC CURB L.F. 1D90 749 341 0 0 76 DUAL -FACED CEMENT CONIC TRAFFIC CURB AND GUTTER L.F. 352 352 0 0 0 17 PAINT LINE LF. 2700 0 2700 0 0 78 PLASTIC LINE L.F. 9462 9060 402 0 0 79 PLASTIC CROSSWALK LINE S.F. 950 666 284 0 0 80 PLASTIC STOP LINE LF 56 56 0 0 0 37 PLASTIC TRAFFIC LETTER EACH 8 0 8 0 0 82 PLASTIC BICYCLE LANE SYMBOL EACH 32 0 32 0 0 83 PLASTIC YIELD LINE SYMBOL EACH 33 0 33 0 0 84 PLASTIC SPEED BUMP SYMBOL EACH 8 8 0 0 0 85 PERMANENT SIGNING LS. I 05 0.5 0 0 861LLUMINATION SYSTEM L.S. 1 0.5 0.5 0 0 87 PORTABLE CHANGEABLE MESSAGE SIGN HR 6720 3360 3360 0 0 88 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 05 05 0 0 89 PLASTIC CROSSBIKE UNE (GREEN) S.F_ 1120 120 1ODD 0 0 90 2" CEMENTCONC WEDGE CURB LF 2832 0 2832 0 0 91 PLASTIC BICYCLE WAYFINpNG MARKING EACH 4 4 0 0 0 92 PLASTIC BICYCLE BOX SYMBOL EACH I 1 0 0 0 OTHER ITEMS 93 STRUCTURE EXCAVATION CLASS B INCL HAUL C.Y 2007 1484 t0 203 310 94 SHORING OR EXTRA EXCAVATION CLASS B S F B469 6263 0 0 2206 95 CONTROLLED DENSITY FILL C.Y_ 44 0 0 dd 0 96 ADJUST MONUMENT CASE AND COVER EACH 6 6 0 0 0 97 CEMENT CONCSIDEWALKS.Y_ 3490 1553 1931 0 0 98 CEMENT CONC DRIVEWAY ENTRANCE TYPE S Y 436 91 345 0 0 99 CEMENT CONC. CURB RAMP TYPE COMBINATION EACH 1 0 1 0 0 100 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A EACH 2 2 0 0 0 101 CEMENTCONC CURB RAMP TYPE PERPENDICULAR B EACH 1 0 1 0 0 102 CEMENT CONC. CURB RAMP TYPE PARALLEL B EACH 3 3 0 0 0 103 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION EACH 1 1 0 0 0 104 MONOLITHIC CEMENT CONIC- CURB AND SIDEWALK S.Y. 599 310 289 0 0 105 GRAVITY BLOCK WALL S F 219 75 144 0 0 106 CONNECTION TO DRAINAGE STRUCTURE EACH 4 4 0 0 0 107 MANHOLE 48 IN OIAM. TYPE 2 EACH 3 0 0 0 3 108 ADJUST CATCH BASIN EACH 6 0 6 0 0 199 ADJUST VALVE BOX EACH 14 0 0 14 0 110 MINOR CHANGE CALC 1 06 0.3 005 005 111 MAILBOX SUPPORT TYPE 1 EACH 2 0 2 0 0 I12 MAILBOXSUPPORT TYPE 2 EACH 3 0 3 0 0 113 TIMBER GUARDRAIL L.F. 100 0 1DO 0 0 114 GRASSCRETE S.Y. 98 0 98 0 0 115 YARD RESTORATION EACH 6 3 3 0 0 116 RECORD DRAWINGS L.S. 1 0.5 0.5 0 0 111 SANDSTONE WALL CAP LF. 91 0 91 0 0 118 SKATEBLOCK LS. 1 0 1 0 0 111 CEDAR FENCE L.F. 101 48 53 0 0 120 SURFACE MOUNTED CHAIN LINK FENCE L.F. 24 24 0 0 0 121 ADA FEATURES SURVEYING LS. 1 0 7': 025 0 0 122 DETECTABLE WARNING PLATE S.F. 424 27_ i . 0 0 41-� + DISCOVERY ROAD + Cltyo[rort BIKEWAY ROADWAY & SIDEWALK PROJECT SC J ALLIANE PORT TOWNSEND, WA 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98Townqp 516 nd SUMMARY OF QUANTITIES P: 360-352-1465 F: 360-352-1509 SCJALLIANCE.COM DRAWING No.: SQ-1 SHEET No.: 2 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. SCHEDULE A SCHEDULE B ROADWAY RECONSTRUCTION BIKEWAY ROW CL ROW SIDEWALK I PLANTER I TRAVEL LANE TRAVEL LANE BIKEWAY SIDEWALK I I I BUFFER _ _ - I 3 3 �o & mNNIAYFIELO '�LL1TI� 1—CONFORMANCE fo - z REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE: ososzoza ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �j A.Sq� °�°` WASNtryC �P � � r ,� F. Reds EQE �_� SSIONAL ECG 06/05/2 �� `++ CJ ALLIANCE 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM cityU f port Townsen DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: SQ-1A ® ADDENDUM 2 06 05 23 SCJ DRAWN BY: JOB osss.la 0699 SHEET No.: NIA OF 71 9/20/23 QUANTITY SCHEDULE CROSS SECTION (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 XS-01 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. 3 0 / / NO 10 yyS7c FND 2" DOME DISK W UNCH NO RFSSq� IN MON CASE, DOWN 0.6 "0010951-9" FND WSDOT IN MONEDISK W/ CASE, DOWN PUNCH.8' \ qO° FS cq� / / / PN: 410679.12 N:410676.6+56 .141 5.13 RT PI: 111+94.11 A 113+46.92, 3.99 LT S / A -LINE E: 1158721.94 E:1158726.30 LE 10290.94 N158564..71 - DISCOVERY RD. 58476*.57 E:1158564.47 (�)--NOA LINE H 11+5000 4?e20Li DISCOVERY RD. 114+00 ( ) 115+00 L2 116+00 117+00 00 C2 -+- - - -~ } PT: 11+15.94 ,o1 T_ - ��_ C3 ', 113+00 C1 -F N: 410621.94 _ 118+00 �- PT: 114+48.77 �+ E: 1158726.82 �N PRC: 113+41.67 " ,ae FPC�,11-2+58.82 N. 410406.36: 410502.3537.09 E: 1158566.30 E: 1158613.45 E: 1158521.94 ALIGNMENT=A STATION=112+37.85 OFFSET=0.42LTNORTHPORT s y0 IG EAS NG115 53 3 6?94/ T OWN FN ST O h�q PORT 7 y kq O ST / �NO PHYSICAL ADDRESS O ,a< cp W 120+00 Q :I_ 00 Uj PT: 120+11.50 Z = N: 410927.96 J I- E: 1158970.97 = W U W Q On NO PHYSICAL ADDRESS BP: 20+00.00 N: 410837.89 E: 1159039.86 ti DUMS 1 ALIGNMENT =` ♦ / STATIO 10+10.66 OFFSET=12.2.07LT NORTHING=410937.81 EASTING=1158963.94 FND 1-1/2" DOME DISK W/ PUNCH IN MON CASE, DOWN 0.7' A 120+11.52, 5.06 RT N:410923.66 E:1158973.63 ALIGNMENT=A o STATION=116+25.06 NO py OFFSET=21.32RT 7 gOORFSS q< / / �G `\ c° / EAS NNORTHIG G115876 31.83 1-1/ ` p.44 ORT Tplti GygR AOTTTs y ` �SFN� tp vly PC: 10+68.70 N: 410582.27 E: 1158748.26 /'ORT�2 N: 410513.60 / TO�� FNQ ST U E: 1158746.24 yn NO PHYSII ADDRES 121+00 L5 122+00 - - - - - - - - 122 120+66.95 = o E A F21+25.00 0 2302 DISCOVERY RD PORT TOWNSEND, WA PHYSI ADDRESS A LINE - - - (DISCOVERY RD.) 123+00 124+00 30 60 SCALE IN FEET 125+00 -I - I - +- 10 N 125 - ALIGNMENT=A -7 2209 14TH ST STATION=122+99.56 PORT TOWNSEND, WA OFFSET=25.39RT 2166 14TH ST ��` -/ NORTHING=411056.81 PORT TOWNSEND, WA PT: 20+94.03 ALIGNMENT=E EASTING=1159229.85 N: 410930.53 STATION=20+89.44 �T E: 1159034.43 OFFSET=I9.00RT /NC410902.93=410934.90+65.07 EAS NIGG115 053.9 / / PORT TOWNS NDTWA ox / E: 1159041.78 / DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 1012212022 ,�j A . Sq ALL DIMENSIONS SHOWN IN FEET �� 'kiwi ALLIANCE DRAWN BY: JOB No.: N MAYFIELD 0699.14 UNLESS OTHERWISE DESIGNATED " REciSTEQE ti=� cZm,muL<,yNSmmm*Acmm 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 9/20/23 CHECKED BY: DRAWING FILE No.: S SAWYER 0699.14 AL-01 SSrONAI ECG 10/12/22 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM I ♦ 2156 14TH ST PORT TOWNSEND, WA CltY�fPort Townsend 0 0 +co N �Q ¢w LU LL Z = J CO U LU LU cQ CO G LEGEND RIGHT OF WAY - - - - - - ALIGNMENT MAG NAIL ® MONUMENT REBAR W/ CAP ALIGNMENT CURVE TABLE Curve # RADIUS LENGTH DELTA PC PT Cl 200.00 82.85 23'44'03" 112+58.82 113+41.67 C2 570.00 107.10 10'45'56" 113+41.67 114+48.77 C3 755.00 355.31 26'57'50" 116+56.18 120+11.50 C4 45.00 47.24 60'08'32" 10+68.70 11+15.94 C5 50.00 28.96 3311'16" 20+65.07 20+94.03 C6 4004.95 746.64 10'40'54" 127+03.13 134+49.77 C7 45.00 20.40 2558'44" 31+63.88 31+84.29 C8 75.00 19.15 14-37'53" 40+56.40 40+75.55 C9 3505.04 428.36 7'00'08" 135+43.87 139+72.23 C10 1400.00 306.34 12*32'14" 141+71.78 144+78.12 C11 115.00 41.92 20'53'08" 60+73.09 61+15.01 C12 450.00 213.94 2714'21" 152+55.11 154+69.04 LINE TABLE LINE # DISTANCE BEARING Li 64.72 N44' 30' 29"E L2 207.42 N31' 32' 22"E L3 68.70 N1' 40' 54"E L4 34.06 N58' 27' 38'W L5 691.63 N58' 30' 12"E L6 65.07 N1' 41' 28"E L7 30.97 N31' 29' 48"W L8 163.88 NO' 54' 09"E L9 40.71 N25' 04' 35"W L10 11.40 N24' 27' 35"W L11 49.45 N9' 49' 42"W L12 94.10 N69' 11' 06"E L13 100.00 NO' 53' 25"E L14 199.55 N76' 11' 14"E L15 28.09 N20' 00' 05"W L16 34.99 NO' 53' 021 L17 776.98 N63' 39' 001 L18 j 704.81 j S89' 06' 39"E DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA ALIGNMENT PLAN A 112+00 - A 126+00 DRAWING No.: AL-1 SHEET No.: 3 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. EP: 41+25.00 N: 411597.26 E: 1159976.02 PT: 40+75.55 N: 411548.54 E: 1159984.46 0 +l v PC: 40+56.40 / NO N: 411530.29 E: 1159990.09 /_ STATION=132+19.72 OFFSET=34.77LT 132+00 NORTHING=411561.81 _ EASTING-11160003.15 / BP: 40+45.00 EASTING=1159510.99 129+00 _ �� _ PT: 31+84.29 -N: 411519.91 C6 w o I E: 1159994.81 N: 411466.68 + 7 128+00 _ �+� E: 1159976.56 Zf PC: 31+63.88 ALIGNMENT=Acp, / o �� N: 411446.90 ^ STATION=131+54.77 127+00 _ N 1os 121 PC: 127+03.13 140 PHYSICAL E: 1159980.80 NORTHING6411479.30 / N: 411289.30 I `` ADDRESS W W _ E: 1159560.70 _ / FASTING=1159969.38 RD / S W / / RINE ST 1515 MCP NSEND, V, PORT 095 DOWNSEND, W/ 1U- � W MON 1CASE,DDOWN 10.7'W/ PUNCH / / 1430 TOWNSEND, WA / PORT TOST W A 127+03.16, 5.03 RT PORT V / N:411285.03 KpTHERINE ST / / 4� 0 MCPHERSON WA 5 DISCO ENRRDD, WA /� E:1159563.36 P R7 TOWNSEND, WA / / / `� ` o / 1PORT TOWNSEND, PART TOWN 0 0 + I-- cM W C�) W c=n 00 W Cn - z J � =w U w Q N / / / A 131+55.90 = / M 32+25.00 30 60 SCALE IN FEET / / 2110 DISCOVERY WA / PORT TOWNSEND, / 2110 DISCOVERY RD / / PORT TOWNSEND, WA / ALIGNMENT=A PHYSICAL / p STAT10N=126+50.86 N ADDRESS A -LINE 131+00 OFFSET=9.84LT 130+00 -I- NORTHING=411270.38 (DISCOVERY RD.)� 0 0 + F- M ,-,-, �w Q = N w Cn Z J F_ = LLI U LU Q a) EP: 51723.47 \ / 00 N: 411723.47 � 1 ♦ ` `v// E: 1160246.01 / 1 1425 MCPHERSON WA 1500 MCPH_SON S / / PORT TOWNSEND' PORT TOWNSEND, / �Q• 1 LN v BP: 30+00.00 / 115 AUSTOWN E DE WA �� 1 / N: 411283.03 / .L 1�P�O �5 / PORT O / 1 0o E: 1159978.21 QO�� ro NO PHYSICAL QUEEN ANNE pL / pL 0 L - - - C) ADDRESS EoRT TpWNSEND, WA QUEEN / 2010 UE NSENDE WA 1012 UEEN ANNE P4 I ` 1- PORT 0 pWNSEND, Wlf 1 P4 ANNE pL / - PORT _ 4 gUEEN ANNE WA 2016 QUEEN D WA Laoi_ 01 TONSEND, PORTTOWNSENA 134+65.86 - PC: 135+43.87 - - 1 134+00 T 50+45.20 N: 411651.40 - _ _ _ L12 135+00 �E: 1160317.88 136+00 A -LINE - -+ - I - T___+ 137+00 (DISCOVERY RD.)_ 13s+oo PT: 134+49.77 11e ALIGNMENT=A - - o N: 411617.96 BP: 50+45.00 STA110N=135+14.71 AUGNMA _ o E: 1160229.92 N: 411623.48 OFFSET=21.43LT STAT10N=137+34.90� �- - -, 139+00 OFFSET E: 1160244.45 NORTHING=411661.07 EASTING=1160283.00 - - NORTHING=411693.80 131 FASTING=1160504.77 Lu LU fND 1-1/2" DOME DISK W/ PUNCH 118 PT: 139+72.23 z = N: 411778.80 cn Cf) IN MON CASE, DOWN 0.6' -7 A 134+49.7: 161 RT N ST E: 1160726.57 109 U W N:411613.25 1603 LO SEND, WA ALIGNMENT=A NO ,�SICAL ~ E:1160231.72 \ PORT TOWN STATION=137+74.94 PH 7 DISCOVERY WA ` OFFSET=29.30RT ADDRESS ALIGNMENT=A ALIGNMENT=A TOWNSEND, / NORTHING=411698.32 STATION=139+79.76 STA1I0N=139+83.57 EASTING=1160545.00 OFFSET=22.43RT OFFSET=35.08RT / NORTHING=411758.82 NORTHING=411747.44 EASTING=1160739.24 EASTING=1160745.96� DATE BY DESIGNED BY: ISSUE DATE: O M WEYRAUCH 10/22/2022 ,� j A . Sj �� ALL DIMENSIONS �� of WAS"'" iP++ tyOf ft DRAWN BY: JOB No.: SHOWN IN FEET 'kiwi ALLIANCE N MAYFIELD 0699.14 RMANCE PLANS UNLESS OTHERWISE „ � Townsend 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 (ADDENDUMS 1-4) SSAWYER 0699.14 AL-01 rStoNAL E,p P: 360-352-1465 F: 360-352-1509 10/12/221 SCIALLIANCE.COM LEGEND RIGHT OF WAY - - - - - ALIGNMENT A MAG NAIL ® MONUMENT REBAR W/ CAP ALIGNMENT CURVE TABLE Curve # RADIUS LENGTH DELTA PC PT Cl 200.00 82.85 23403" 112+58.82 113+41.67 C2 570.00 107.10 10'45'56" 113+41.67 114+48.77 C3 755.00 355.31 26'57'50" 116+56.18 120+11.50 C4 45.00 47.24 60'08'32" 10+68.70 11+15.94 C5 50.00 28.96 3311'16" 20+65.07 20+94.03 C6 4004.95 746.64 10'40'54" 127+03.13 134+49.77 C7 45.00 20.40 25'58'44" 31+63.88 31+84.29 C8 75.00 19.15 14'37'53" 40+56.40 40+75.55 C9 3505.04 428.36 7'00'08' 135+43.87 139+72.23 C10 1400.00 306.34 12'32'14" 141+71.78 144+78.12 C11 115.00 41.92 20'53'08" 60+73.09 61+15.01 C12 450.00 213.94 2714'21" 152+55.11 154+69.04 LINE TABLE LINE If DISTANCE BEARING Li 64.72 N44' 30' 29"E L2 207.42 N31' 32' 22"E L3 68.70 Ni' 40' 54"E L4 34.06 N58' 27' 38'W L5 691.63 N58' 30' 12'E L6 65.07 N1' 41' 28"E L7 30.97 N31' 29' 48"W L8 163.88 NO' 54' 09'E L9 40.71 N25' 04' 35"W L10 11.40 424' 27' 35"W L11 49.45 N9' 49' 42"W L12 94.10 N69' 11' 06"E L13 100.00 NO' 53' 25"E L14 199.55 N76' 11' 14"E L15 28.09 N20' 00' 05"W L16 34.99 NO' 53' 02'E L17 776.98 N63' 39' 00"E L18 704.81 S89' 06' 39"E DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA ALIGNMENT PLAN A 126+00 - A 140+00 DRAWING No.: AL-2 SHEET No.: 4 OF 71 0 0 o w w Q = � N w s Z J � = L11 U w Q Cn m SEC. 9 & 10, T. 30 N., R. 1 W., W.M. / /\ ALIGNMENT=A STATION=142+97.57 OFFSET=15.51LT / EP: 61+ 50.0 NORTHING=411876.59 N: 411972.89 EASTNG=1161035.95 E: 1161048.97 ALIGNMENT=A ALIGNMENT=A STAT10N=142+78.88 PT: 61+15.01 OFFSET=27.64LT N:411937.90 STATION=141+49.00 NORTHING=411882.22 E: 1161048.43 OFFSET=24.85LT vNORTHING=411845.14 EASTNG=1161014.64 EASTING=1160892.30 j,(SCAL / (T NDp -TONVE RADA ADDRESS PC: 60+73.09 1726 oWSEND, N: 411896.80 pORT _ o N 7- E: 1161055.36I IALINE COVY od wL1 Q (DISCOVERY RD.) " _ _ Q u=, z W IGO _ 115 W Cn .I -f L14 _ 141+00 BP: 60+45.00 146 z = 110 � l N: 411870.40 - _ J U W + 142+00 E: 1161064.96 14-4� - = W z cn �+� - - 143+00 C10 - 144 0� - �, _ Lli U) PC: 141+71.78 I o} - n PT: 144+78.12 N: 411826.4-4 114 A 143+23.00 = N: 411931.42 E: 1160920.35 E: 1161207.50 C 60+45.00 - - STATION=143+23.72 _ \ OFFSET 41.29RT FND 1-1/2" DOME DISK W/ PUNCH NORTHING=41831.85 1IN MON CASE, DOWN 0.8' / NO pF{YSICAL FASTING=1161079.79 HELD AS P.I. POSITION FOR ADDRESS ` DISCOVERY ROAD CENTERLINE YSICAL / / A 142+93.13, 10.29 RT NO p RESS N: 411850.74 ADD / `E:1161040.10 140 p"'(SICA - ` NO PHYSICAL ADDRESS ALIGNMENT=A STATION=146+56.59 OFFSET=16.30RT NORTHING=411996.02 EASTING=1161374.66 147+00 111 DUMS 1 � ALIGNMENT=A STATION=150+08.71 NORTHING�412182.43 111112 [u EASTING=1161675.28 2 148+00 L17 149+00 150+00 151+00 \AUGNMENT=A I / STATION=148+94.91 / OFFSET=22.91RT NORTHING=412095.88 / EASTING=1161591.15 BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10/22/2022 ,� j A . S4 � � ALL DIMENSIONS SHOWN IN FEET f WAS �� o"'" iP �� ++ 'kiw i ALLIANCE DRAWN BY: JOB No.: N NIAYFIELO 060699.14 UNLESS OTHERWISE DESIGNATED FS REciSTEQE CZE,MuL,yrNIIIIIII� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CHECKED BY: DRAWING FILE No.: S SAWYER 0699.14 AL-01 Gti2 SrONAI E� 10/12/221 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM 152+00 -I- 0 n 30 60 SCALE IN FEET ALIGNMENT CURVE TABLE Curve # RADIUS LENGTH DELTA PC PT Cl 200.00 82.85 23'44'03" 112+58.82 113+41.67 C2 570.00 107.10 10*45'56" 113+41.67 114+48.77 C3 755.00 355.31 26'57'50" 116+56.18 120+11.50 C4 45.00 47.24 60'08'32" 10+68.70 11+15.94 C5 50.00 28.96 3311'16" 20+65.07 20+94.03 C6 4004.95 746.64 10*40'54" 127+03.13 134+49.77 C7 45.00 20.40 25'58'44" 31+63.88 31+84.29 C8 75.00 19.15 14'37'53" 40+56.40 40+75.55 C9 3505.04 428.36 7'00'08" 135+43.87 139+72.23 C10 1400.00 306.34 12'32'14" 141+71.78 144+78.12 C11 115.00 41.92 20'53'08" 60+73.09 61+15.01 C12 450.00 213.94 271421" 152+55.11 154+69.04 FND 1-V DISK W/ PUNCH IN MON CASE, DOWN 0.7' ALIGNMENT=A STATION=153+57.98 OFFSET=14.04LT NORTHING=412324.73 EASTING=1161997.12 LEGEND RIGHT OF WAY - - ALIGNMENT MAG NAIL MONUMENT REBAR W/ CAP LINE TABLE LINE # DISTANCE BEARING L1 64.72 N44' 30' 29"E L2 207.42 N31' 32' 22"E L3 68.70 Ni' 40' 54"E L4 34.06 N58' 27' 38'W L5 691.63 N58' 30' 12"E L6 65.07 N1' 41' 28"E L7 30.97 N31' 29' 48"W L8 163.88 NO' 54' 09"E L9 40.71 N25- 04' 35"W L10 11.40 N24' 27' 35"W L11 49.45 N9' 49' 42"W L12 94.10 N69' 11' 06"E L13 100.00 NO' 53' 25"E L14 199.55 N76' 11' 14"E L15 28.09 N20' 00' 05'W L16 34.99 NO' 53' 02"E L17 776.98 N63' 39' 00"E L18 704.81 S89- 06' 39"E PC: 152+55.11 N: 412276.28 E: 1161903.75 FND 1-1/2' DISK W/ PUNCH IN MON CASE, DOWN 0.7' 153+00 102 - C12 1 5�00 PT: 154+69.04 N: 412322.98 \ E: 1162110.47 \/SS' X00 C- C� CltYofPort Townsend DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA ALIGNMENT PLAN A 140+00 - A 155+00 EP: 161+73.85 N: 412312.05 ,,,E: 1162815.19 DRAWING No.: AL-3 SHEET No.: 5 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. 1� NEW GRADE 0 LT BACK OF WALK NEW GRADE 0 CL NEW GRADE 0 RT BACK OF WALK ? (SEE BAND ELEVATIONS ON PLAN (SEE BAND ELEVATIONS ON (SEE BAND ELEVATIONS ON PLAN AND PROFILE SHEETS) PLAN AND PROFILE SHEETS) AND PROFILE SHEETS) q g q A -LINE (DISCOVERY RD.) C yam' ROW * * SLOPE SHOWN AS NEGATIVE IN THIS o TYPICAL SECTION. SLOPE VARIES BOTH ROW 25.0 POSITIVE AND NEGATIVE. 35.0 0 4 (Dl A•((VF VRD.J VARIES 1.0-3.0 _ 6.0 1 VARIES 5.0-7.0 2.5 1 VARIES 7.5-9.0 10.5 VARIES 2.0-6.01 10.0 6.0 C \ \ E F SIDEWALK SWALE SHLDR TRAVEL LANE TRAVEL LANE PLANTER BIKEWAY 1.0 SIDEWALK IQ��`�� D 0.5 0.5 E� �F- BENCH 1.5% 2.0% 2.0% **VARIES 1 1.5% .5% I 2:1 MAX I 13 I ROADWAY SECTION KEY NOTES: 7 13 5 4 3 1 1 1 1 3 I 6 5 10 i 4 5 2:1 MAX Ot 6 2" HMA CLASS 1/2" PG 58H. 13 6" TOPSOIL TYPE A I I 5 8 7 I I O2 11" CRUSHED SURFACING BASE COURSE (CSBC). 14 GRAVITY BLOCK WALL, SEE SPECIAL PROVISIONS Row 2 1 TYPICAL SECTION A -A I I 6.0 Row SEE NOTE 4 6.0 7.0 (•) I NTS i BIKEOWAY i SIDEWALK I O3 7" CRUSHED SURFACING BASE COURSE (CSBC). 15 DUAL -FACED CEMENT CONC. TRAFFIC CURB SIDEWALK SWALE 1 1.5% 4 4" CEMENT CONIC. SIDEWALK (PER DETAIL ON SHEET XS-2) 0 MONOLITHIC CEMENT CONC. CURB AND SIDEWALK 1.5% I I (PER WSDOT STANDARD PLAN F-30.10). 16 2" CRUSHED SURFACING TOP COURSE (CSTC). (PER DETAIL ON SHEET IC CURB ip 5 6 CEMENT CONIC. TRAFFIC CURB AND GUTTER 17 2" CEMENT CONIC. TRAFFIC CURB 0 16 16 (PER WSDOT STANDARD PLAN F-10.12). (PER DETAIL ON SHEET XS-1) O SEEDING, FERTILIZING, AND MULCHING. 5 8 7 2 O8 18" TOPSOIL TYPE A BIOFlLTRATION GENERAL NOTES: SEE NOTE 4 s PLANING BITUMINOUS PAVEMENT AND PLACE 2" HMA NEW GRADE ® CL NEW GRADE 0 RT BACK OF WALK O CLASS 1/2 IN. PG 58H AS PART OF FINAL WEARING 1. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS. NEW GRADE @ LT BACK OF WALK (SEE BAND ELEVATIONS ON (SEE BAND ELEVATIONS ON PLAN COURSE. 2. NST = NO STEEPER THAN. (SEE BAND ELEVATIONS ON PLAN PLAN AND PROFILE SHEETS) AND PROFILE SHEETS) 2" CEMENT CONIC. WEDGE CURB R [AND PROFILE SHEETS) 10 3. NTS = NOT TO SCALE. ROW � OW SEE DETAIL ON SHEET XS-2. O CEMENT CONC. TRAFFIC CURB 4. HORIZONTAL LOCATION OF DITCH BOTTOM IS VARIABLE. USE 3:1 25.0 35.0 11 (PER WSDOT STANDARD PLAN F-10.12). SLOPES THAT MEET FROM SIDEWALK AND EDGE OF GRAVEL. II VARIES 2.0 - 6.0 12 6" TEXTURED AND PIGMENTED 13.0 6.0 VARIES 5.0-7.0 10.5 10.5 10.0 6.0 5.0 CEMENT CONC. PAVEMENT SIDEWALK PLANTER TRAVEL LANE TRAVEL LANE BIKEWAY SIDEWALK - -1_ 0.5 0.5 1.0 I ROW CE 6 2.0% 2.0% 6 1.5% - 6.0 I _ 32.0 1.5% 0 1 5 10 4 5 2:1 MAX,. `V 1 VARIES 5.0 9.5 7 13 . O.a R J SHOULDER TRAVEL LANE 2.07 2:1 MAX 7 13 3 1 1 1 1 3 7 13 a 0 1 7 13 5 4 **SLOPE SHOWN AS NEGATIVE IN THIS TYPICAL SECTION B-B o o --- -1 0 I TYPICAL SECTION. SLOPE VARIES BOTH NTS � o 0 0- I 13 7 3 1 1 s POSITIVE AND NEGATIVE. NEW GRADE 0 RT BACK OF WALK o 0 TYPICAL SECTION E E NEW GRADE ®CL (SEE BAND ELEVATIONS ON PLAN NTS ROW rE AND PROFILE SHEETS) ROW 2 IN. CEMENT CONC. TRAFFIC CURB (SEE BAND ELEVATIONS ON PLAN AND PROFILE SHEETS) ALL DIMENSIONS ARE IN INCHES 35.0 35.0 NTS SIDEWALK SHALL BE FLUSH ROW WITH TOP OF EXISTING CURB VARIES 10.5 VARIES 1.0-9.5 1I 10.5 Lc 10.0 6.0 � 1 VARIES 3.0-5.5 PLANTER TRAVEL LANE MEDIAN TRAVEL LANE BIKEWAY SIDEWALK RADIAL REMOVING CHAIN LINK FENCE -I10.0 _ POINT CUT BASE PLATE BOLTS AND GRIND DOWN�x SIDEWALK 1 0 0.5 0.5 3 T----- V�/fS 1,0 10.5 15.5 2.0 FLUSH TO EXISTING SIDEWALK SURFACE C----=C - 1.5% 0.5 3 2.0% 2.0% 1.5% 1 2.07 2.0%FT 13 7 I EXISTING T � _ _ 2:1 MAX L h----J -- ---- - 9 6 3 1 1 11 12 1 1 3 15 1 5 10 4 5 7 13 3:1 MAX ® INSTALL CSBC DIRECTLY ON 4 5 - 1 1 3 17 1 1 3 7 13 TOP OF EXISTING HMA PATH TYPICAL SECTION C-C TYPICAL CUL DE SAC SECTION TYPICAL SECTION F-F NTS NTS NTS 'o REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: 0 ® ADDENDUM 2 06/05/23 SCJ MWEYRAUCH ososzoza o� oAWSq��+ . o�� DISCOVERY ROAD ALL DIMENSIONS Q� "'� �P ��w ` + City BIKEWAY ROADWAY & SIDEWALK PROJECT XS 1 o DRAWNBY:JOB0699 SHOWN IN FEET 'kiwi ALLIANCE 0� m NNIAYFIELO osss.la UNLESS OTHERWISE r y : ,� PORT TOWNSEND, WA ,U J �� Townsen SHEET No.: 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQi ti=� 8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 TYPICAL SECTIONS fo (ADDENDUMS 1-4) SSAWYER 0699.14 XS-01 SSIpNAL ECG P: 360-352-1465 F: 360-352-1509 - z 06�05�2 SCIALLIANCE.COM 6 OF 71 NEW GRADE @ LT BACK OF WALK NEW GRADE ® CL * DOUBLE YELLOW CENTER SEC. 9 & 10, T. 30 N., R. 1 W., W.M. 1� (SEE BAND ELEVATIONS ON PLAN (SEE BAND ELEVATIONS ON LINE THAT EXPANDS TO 3.5 NEW GRADE @ RT BACK OF WALK �� ,6N AND PROFILE SHEETS) PLAN AND PROFILE SHEETS) FOOT WIDTH. (SEE BAND ELEVATIONS ON PLAN 41 ROW AND PROFILE SHEETS) g q A-LINE°� ROW A J c (DISCOVERYRD.) Q 25.0 35.0 - - D VARIES VARIES VARIES �, -,- 6.0 VARIES 5.5-8.0 2.5 VARIES 7.5-9.0 0-1.5 1-3.5 10 1.5-4.0 10.0 6.0 1 1.0 �6 �� Ty - (D/Spp UNE v"� I SIDEWALK SWALE SHLDR TRAVEL LANE �c TRAVEL LANE PLANTER BIKEWAY SIDEWALK I BENCH \ q < op�� g ST q �� co PfRYRD) mac° 0.5 0.5 1.0 1.5% �`o ` y° C BENCH 14 2:1 MAX 1.5% 2.07 2.0% 3 �'1 2:1 MAX GENERAL NOTES: ROADWAY SECTION KEY NOTES: 7 t3 1 5 10 4 5 09 1. ALL SURFACING AND PAMNG DEPTHS ARE COMPACTED DEPTHS. Ot 2" HMA CLASS 1/2" PG 58H. 5 4 I 3 1 1 1 1 3 6 7 13 I 2. NST = NO STEEPER THAN. O2 11" CRUSHED SURFACING BASE COURSE (CSBC). 8 7 2 1 3. NTS = NOT TO SCALE. O3 TYPICAL SECTION D-D 7" CRUSHED SURFACING BASE COURSE (CSBC). SEE NOTE 4 NTS 4. HORIZONTAL LOCATION OF DITCH BOTTOM IS VARIABLE. USE 3:1 O4 4" CEMENT CONC. SIDEWALK 6.0 1 VARIES 5.55.5-8.0 SLOPES THAT MEET FROM SIDEWALK AND EDGE OF GRAVEL. (PER WSDOT STANDARD PLAN F-30.10). SWALE O 2" CRUSHED SURFACING TOP COURSE (CSTC). 2:1 MAX 1 1.5% 7 13 I O CEMENT N D GUTTER (PER WSDOT STANDARD PLAN F012). 3•1 3.Y I O SEEDING, FERTILIZING, AND MULCHING. 5 16 11.5 6.5 O8 18" TOPSOIL TYPE A BIOFILTRATION I 1.0 5.5 VARIES 0.0-3.01 5.5 AS BIKEWAY GRADE RISES SO DOES O PLANING BITUMINOUS PAVEMENT AND PLACE 2" HMA EE PLAN MEW THE GUTTER. THE CURB HEIGHT CLASS 1/2 IN. PG 58H AS PART OF FINAL WEARING I REVEAL SHRINKS RELATIVELY. COURSE. 8 7 2 I I ° 10 2" CEMENT CONC. WEDGE CURB SEE NOTE 4 I o ° ° ° a. L_-- SEE DETAIL ON SHEET XS-2. MA ROADWAY 1 0 8 1.0 R CEMENT CONC. TRAFFIC CURB VARIES 5.5-8.0 d(PER WSDOT STANDARD PLAN F-10.12). SWALE I SLOPE I 1.0 R °° a o° a° °VARIES 6.0-15.0 12 6" TEXTURED AND PIGMENTED CONTRACTICEMENT CONC. PAVEMENT ° 6" TOPSOIL TYPE A d ° ° 15.0 JOINT.0.5 R ° CONTRACTION JOINT ° ° ° 1.O R BIKEWAY PAMNG 14 GRAMTY BLOCK WALL, SEE SPECIAL PROMSIONS ° d 1 ° ° ° d ° d t5 DUAL -FACED CEMENT CONC. TRAFFIC CURB 8 7 2 (PER DETAIL ON SHEET XS-2) ° d . ° o ° ° O MONOLITHIC CEMENT CONC. CURB AND SIDEWALK SEE NOTE 4 0 0 0 ° ' ° q ° ° d °. ° 16 (PER DETAIL ON SHEET XS-2) 0 17 2" CEMENT CONC. TRAFFIC CURB RAMP WIDTH VARIES XING WIDTH VARIES RAMP WIDTH VARIES (PER DETAIL ON SHEET XS-1) DUAL -FACED CEMENT CONC. TRAFFIC CURB ALL DIMENSIONS ARE IN INCHES NTS 12.0 18.0 4.0 8.0 1 1 3 4 1 1 3 44.0 4 REBAR ® 18.0 O.CtN PLAN MEW rLm ALK RAISED CROSSING TYPICAL SECTION ° NTS 6.02.5 2.0 WIDTHS AND SLOPES VARY PER LOCATION SEE PROFILE GRADE BREAKS AND SLOPES ON PP SHEETS CONTRACTION JOINT°HMA CL. 1/2 IN. PG 58H 12.00SIDEWALK°2" FINAL LIFT 2.00°10.00 BIKEWAY °.d °EX GRADE BACKFILL 2" R0.50 .. ° ° °Q.° r,c d BIKEWAY PAMNG q 4.00, CONCRETE °. ° ° . Zz 14�EX GRADE L---------- Yl ac oo PLANING BITUMINOUS PAVEMENT NEW ROADWAY 4.00 d (V m EXISTING ROADWAY o 0 0 . ° ° 2.00 2.00 FOOTING ® EXISTING HMA TO BE PLANED 4.00 24.0 12.0 ETERIMW DABY MANUFACTURER 2.00 INLAY BUTT JOINT PLANING DETAIL 2" CEMENT CONC. WEDGE CURB DETAIL MONOLITHIC CEMENT CONC. CURB AND SIDEWALK GRAVITY BLOCK WALL DETAIL NTS ALL DIMENSIONS ARE IN INCHES NTS ALL DIMENSIONS ARE IN INCHES ALL DIMENSIONS ARE IN INCHES NTS NTS 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: a MWEYRAUCH 10/22/2022 ,�-( A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS °� °` WAS"'"sF�, `++ CIty0 fPort,BIKEWAY ROADWAY & SIDEWALK PROJECT XS-2 DRAWN BY: JOB No.: SHOWN IN FEET ALLIANCE sq NMAYFIELD 0699.14 UNLESS OTHERWISE r y o PORT TOWNSEND, WA TownsendSHEET No.: yU 9I20I23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 TYPICAL SECTIONS (ADDENDUMS 1-4) SSAWYER 0699.14 XS-01 S19 1N 1 ECG P: 360-352-1465 F: 360-352-1509 ,I -1 SCJALLIANCE.COM 7 OF 71 i 10/12/22 EROSION LEGEND Ap�T 7 y ♦♦ Tp`�l��O ST wq Tp�N FNO ST� hq / I / NE / /NO PHYSICAL IMPROVEMENTS (TYP.)/ 4— NO PHYSICAL ADDRESS SEC. 9 & 10, T. 30 N., R. 1 W., W.M. A '27 ti pRT Tp�� FNp ST 0 30 60 SCALE IN FEET 2302 DISCOVERY RD PORT TOWNSEND, WA ----- RESS --- -- -- —0-0-0— SILT FENCE WSDOT STD PLAN 1-30.10 HIGH VISIBILITY SILT FENCE WSDOT STD PLAN 1-30.17 DRAIN INLET El WSDOT STD PLAN PROTECTION PROTECTION 1-40.20 CONTROL AT El WSDOT STD PLAN CULVERT CULVERT ENDS 1-30.20 GENERAL NOTES 1. ADDITIONAL INLET PROTECTION NOT SHOWN IS ALSO REQUIRED AT ALL NEW CATCH BASIN LOCATION. SEE PLAN AND PROFILE SHEETS FOR NEW CATCH BASIN LOCATIONS. EXISTING LEGEND -----OH—OVERHEAD POWER LINE WETLAND BOUNDARY XX' WETLAND BUFFER T----- T-UNDERGROUND COMM LINE — ---- T-oH—OVERHEAD COMM LINE P WETLAND OHW FLAG F GUY ANC OR O DECIDUOUS TREE EVERGREEN/CONIFER TREE WATER METER n FIRE HYDRANT H WATER VALVE a SIGN ----- P----- -UNDERGROUND POWER LINE -----SS — UNDERGROUND SEWER LINE — ---- —UNDERGROUND STORM LINE W----- -UNDERGROUND WATER LINE G----- G-UNDERGROUND GAS LINE o POWER POLE �o POWER PULL BOX l LIGHT POLE © POWER VAULT MAILBOX ® STORM MANHOLE —o SEWER CLEANOUT ® SEWER MANHOLE -__ W rn W —_ — - �,---- --- -- _ --L \ _ _ _ eQcn — + __ _ _ __--_ _---___--___-- — - -- ---- --__-- ------ z W — _ W cA - -- _ � aaa o — _ — - — - . •o ----'_-- -'-•W----- W----- W----- W-- --W'- — �'---------------_---- _- ------ -- —__—=T==---_ - -- `-- --- = -a-s = w _ _ --- d = _ - - _ W ----- ----- �y °" _ N r \\ ~ .n - --- sJ-X_____ \ — OH � OH OH,- -•' o 15 1 I -X�/ --------------------- �J(7 HYSICAL ADDRESS 4 2209 14TH ST \\\\\\ \; PORT TOWNSEND, WA 2166 14TH ST / PORT TOWNSEND, WA / /2156 14TH ST PORT TOWNSEND, WA 2209 14TH ST PORT TOWNSEND, WA REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: M WEYRAUCH 10/22/2022 '<j A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS �° °F WAS"'"sF�, � `++ Cltyo fPort BIKEWAY ROADWAY & SIDEWALK PROJECT ER 1 DRAWN BY: JOBNo.:SHOWN IN FEET � CJ ALLIANCE 3q NNAYFIELO osss.la UNLESS OTHERWISE r y o PORT TOWNSEND, WA TownsendSHEET No yU 9�20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F. Reds EQE �_� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 EROSION CONTROL PLAN ,I (ADDENDUMS 1-4) SSAWYER 0699.14 ER-01 SSroNAL ECG P: 360-352-1465 F: 360-352-1509 OF i 10/12/22 SCIALLIANCE.COM A 112+00 - A 126+00 IV /115 MALN�ORTSTOWNSVIN END, WA )RE SS _:a��as3ilfE mIh� �re # s� _ >a • SEC. 9 & 10, T. 30 N., R. 1 W., W.M. urw wDonvrurum /Tw / 1 1 /1 / 1 / ® 1 /NEW IMPROVEMENTSI(TYP.) NO PH'(SICAL X QUEEN ANNE A / 2006 / ADDRESS PART TpWNSEND, WA A -LINE , _ DISCOVERYrRf)) --- DNA Q�v v EROSION LEGEND —o—o—o— SILT FENCE WSDOT STD PLAN 1-30.10 HIGH VISIBILITY SILT FENCE WSDOT STD PLAN 1-30.17 DRAIN INLET El WSDOT STD PLAN PROTECTION PROTECTION 1-40.20 CONTROL AT El WSDOT STD PLAN CULVERT CULVERT ENDS 1-30.20 GENERALNOTES 1. ADDITIONAL INLET PROTECTION NOT SHOWN IS ALSO REQUIRED AT ALL NEW CATCH BASIN LOCATION. SEE PLAN AND PROFILE SHEETS FOR NEW CATCH BASIN LOCATIONS. 0 0 w EXISTING LEGEND Lu C,---OH—OVERHEAD POWER LINE cn WETLAND BOUNDARY _Z J H- U -----T-----T-UNDEWETLAND RG OUND COMM LINE IW ----- T-oH-OVERHEAD COMM LINE F— U) P WETLAND/OHW FLAG F GUY ANCHOR O DECIDUOUS TREE EVERGREEN/CONIFER TREE WATER METER n FIRE HYDRANT H WATER VALVE a SIGN I I I ♦♦ 1 I I \2C2O I ♦?OR I I 2010 QUEEN ANNEV?A 1 SEND, 1 ANNE ! ORT`T �- ----- — P� T012 QT WNSEND, w l !2014 Q OWNS-NDEWA 2PORTQT WN PL ANDD, _ NSEN ��II © � � ---PORT------------ c ----- ��7i--X=----X----- X--- 7k----- X---- LOGAN ST \ 16QTOWNSEND, WA // Np PHYL \ PORT / C / �/ ADDRESS 16jjyST \ / & / O t C'7 $@$ Z WCIO ----- P----- -UNDERGROUND POWER LINE -----SS — UNDERGROUND SEWER LINE — ---- —UNDERGROUND STORM LINE W----- -UNDERGROUND WATER LINE G----- G-UNDERGROUND GAS LINE o POWER POLE �o POWER PULL BOX l LIGHT POLE © POWER VAULT MAILBOX ® STORM MANHOLE —0 SEWER CLEANOUT ® SEWER MANHOLE A q yU i REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE. 0i2212022 DIMENSIONS IN FEET UNLESS OTHERWISE DESIGNATED �o� of WSq��P r F. Reds EQE �_� SSroNAL ECG 10�12�22 ++ ALLIANCE 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM CitBIKEWAY 110�port TownsendSHEET DISCOVERY ROADALL ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: ER 2 DRAWN BY: NNAYFIELO JOBNo.:SHOWN osss.la No.: ,I 9 OF 9/20/23 EROSION CONTROL PLAN A 126+00 - A 140+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 ER-01 0 + N O Lu Q J__ zw J = _ j U ~ ui C . SEC. 9 & 10, T. 30 N., R. 1 W., W.M. / / CID —N00RE55 FA 0 30 60 SCALE IN FEET O O + 1— uW W Q U) LL (2 : J H— ULil W Q cf) EROSION LEGEND —o—o—o— SILT FENCE WSDOT STD PLAN 1-30.10 F IF HIGH VISIBILITY SILT FENCE WSDOT STD PLAN 1-30.17 DRAIN INLET El WSDOT STD PLAN PROTECTION PROTECTION 1-40.20 CONTROL AT El WSDOT STD PLAN CULVERT CULVERT ENDS 1-30.20 GENERALNOTES 1. ADDITIONAL INLET PROTECTION NOT SHOWN IS ALSO REQUIRED AT ALL NEW CATCH BASIN LOCATION. SEE PLAN AND PROFILE SHEETS FOR NEW CATCH BASIN LOCATIONS. EXISTING LEGEND -----OH—OVERHEAD POWER LINE WETLAND BOUNDARY XX' WETLAND BUFFER ----- T----- T-UNDERGROUND COMM LINE — ---- T—oH—OVERHEAD COMM LINE P WETLAND OHW FLAG F GUY ANC OR O DECIDUOUS TREE EVERGREEN/CONIFER TREE WATER METER n FIRE HYDRANT H WATER VALVE a SIGN ----- P----- -UNDERGROUND POWER LINE -----Ss — UNDERGROUND SEWER LINE — ---- —UNDERGROUND STORM LINE W----- -UNDERGROUND WATER LINE G----- G-UNDERGROUND GAS LINE - POWER POLE �o POWER PULL BOX l LIGHT POLE © POWER VAULT MAILBOX ® STORM MANHOLE —0 SEWER CLEANOUT ® SEWER MANHOLE o-------- o Q O _ _ _ 4D _= __.:------- d- / 'n n u� -- --- - - - - - - vw --- ------------------ ----- ------------4D so T=___L�===----_______ ______- -- - -- - -- ___ _ -------- --------------------------- L¢ ) 00-- 147+00 --- 148+00 149+00 '' _� � T.1so+oo DISCOVERY RDA 151+00 152+00 z—;�—==--t==--=ter--- :j_ SID_____SO_____ __ __SD_____ _ __ - _ LL] a Cn - tT _ y _ ___ p �__p _____ ____�_g ____ ___ ----------- � � s N ADDRESS REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: M WEYRAUCH 10/22/2022 '<j A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS°� °` WAS"'"sF�, `++ Cltyo fport BIKEWAY ROADWAY & SIDEWALK PROJECT ER-3 DRAWN BY: JOBNo.:Qom+ 1 ALLIANCE .tY Y Y A N PORT TOWNSEND, WA 3� SHOWN IN FEET �7L�i rCLLIt! N NIAYFIELO osss.la UNLESS OTHERWISE r �, �� TownsendSHEET No.: yU 9/2G/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F. Reds EQE �_� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 EROSION CONTROL PLAN ,I (ADDENDUMS 1-4) SSAWYER 0699.14 ER-01 SSrONAI 0�G P: 360-352-146 F: COM52-1509 �� OF 7' 10/12/22 A 140+00 - A 152+00 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. EXISTING LEGEND REMOVAL - ---- DH—OVERHEAD POWER LINE — ---- P—UNDERGROUND POWER LINE _______ SAWCUT (TYP) WETLAND BOUNDARY — ---- Ss —UNDERGROUND SEWER LINE XX' WETLAND BUFFER — ---- SD —UNDERGROUND STORM LINE (PAID AS ROADWAY EXCAVATION INCLUDING HAUL) — ---- T—UNDERGROUND COMM LINE — ---- W—UNDERGROUND WATER LINE A 113+09.41, 15.25 RT /-----r-oH-OVERHEAD COMM LINE — ---- D—UNDERGROUND GAS LINE PLANING BITUMINOUS PAVEMENT (0.17') SAWCUT PROTECT AND PRESERVE POWER VAULT P WETLAND/OHW FLAG o POWER POLE ASPHALT CONCRETE REMOVAL R3 GUY ANC OR +a❑ POWER PULL BOX DECIDUOUS TREE l LIGHT POLE (PAID FOR UNDER ROADWAY EXCAVATION INCLUDING HAUL) EVERGREEN/CONIFER TREE © POWER VAULT CEMENT CONCRETE SIDEWALK REMOVAL WATER METER MAILBOX v /; R1 NEW IMPROVEMENTS (TYP.) R2 R2 /�jy Ri R8 n FIRE HYDRANT ® STORM MANHOLE (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) gpORYS/p �4 WATER VALVE —o SEWER CLEANOUT STORM PIPE REMOVAL NO A SIGN ® SEWER MANHOLE (PAID FOR UNDER REMOVAL OF STRUCTURES AND OBSTRUCTIONS) qOp FSpq< / A -LINE 100, / ABENDONTROLLED S DENSITY FILL OR APPROVED EQUAL A 113+17.96, 0.93 LT (DISCOVERY RD.) BEGIN PLANING ` �' (j NO PERPENDICULAR TO LANE \ ` .._ - �� : O a C7 pyY II�� 11 o T _ fir- =-- C7 © gO�RFS/cq<. 1124.00 114+00 — REMOVAL NOTES N� _ — — ==ems ___~___________________ ~ _ 1 '" ADJUST MONUMENT CASE AND COVER TO GRADE. COORDINATE WITH CITY III _ SURVEYOR. MONUMENT CASE PLACED DURING PAVING BY CONTRACTOR. � -_-- R1 /(l P ��•1` SEE CH SERIES SHEETS FOR SIGN REMOVALS AND RELOCATIONS. �� TG r /� A 113+05.03 14.61 RT ;': �� '_ �® Z O REMOVE TREES AND STUMPS WITHIN CLEARING LIMITS (TYP), CLEARING LIMITS R2 BEGIN PLANING 3� id R3 ARE TO THE ROW (PAID AS CLEARING AND GRUBBING). N PERPEDICULAR TO LANE �� R8 q A �7 x- v Z REMOVE AIR VAC. ASSEMBLY AND VAULT, COORDINATE WITH CITY WATER gpOyYS/p R22 � J' AO 220 I x S R4 RFS q� / Rp y0 V tL DEPARTMENT (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). S / \\��Owy'S R c� MOVING EXISTING HYDRANTS. SEE WT-1 FOR NEW LOCATION. Op7T�� FND COORDINATE WATER METER AND ADJUST TO GRADE, COORDINATE A 113+06.03, 15.25 RT ` w R12 O �qR R6 BEGIN SAWCUT q / NSFN Sp / WITH CITY WATER DEPARTMENT. p �p A 113+38.00, 15.25 RT p� / ORT �wyO�gR SAWCUT AP 1�kr ppRT�2 y R6 R8 R7 ` / / R7 TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. H 1 SAWCUT Tp�y FN� S1 ` \/ 0 00 60 RS REMOVAL UTILITY TIMING WITH PUD AND ALOLE TO BE REMOVED By L FRANCHIISETUTILITIESACTOR TATCOORDINATE SCALE IN FEET PRECONSTRUCTION MEETING. R9 ADJUST WATER VALVE TO GRADE, COORDINATE WITH CITY WATER DEPARTMENT. EXISTING CULVERT TO R10 REMOVE LIGHT STANDARD AND SALVAGE TO CITY REMAIN, SEE STORM (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). DRAINAGE PLANS NEW IMPROVEMENTS (TYP.) \ \ R11 ADJUST CATCH BASIN TO GRADE. SEE SHEET PP-01. REMOVING DRAINAGE STRUCTURE, BACKFILL WITH CSBC AND R8 / / R3 R2 R8 R6 R8 R7 R7 R8 R13 R15 R12 COMPACT TO WSDOT SPECIFICATIONS. / \ REMOVE BOLLARD OR POST R13 (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). / R7 O HYSICAL /�- / / \ ORT TOW ENRD, WA R14 ADJUST VAULT TO GRADE, COORDINATE WITH UTILITY OWNER. /RD N_ J� \ AVM - / / / NO F AD HRESSAL PHYSI LINE; R15 RE -------- ADDRESS.- -: _ /�._._- LOCATE MAILBOX ID AS MAILBOX SUPPORT TYPE (DI5CW_ER_Y x (PA 1). / mo ----- _ = _ = =_ - ----------------------- - o o v -- -" Ris REMOVE WOODEN FENCE WITHIN PROPOSED SIDEWALK LIMITS - -- � (PAID AS REMOVAL OF STRUCTURES AND OBSIRUC110NS). + --- --- -=r==---T ��- REMOVE HYDRANT, COORDINATE WITH CITY WATER DEPARTMENT. — Q R17 (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). _-,--_-�=----- =s-- - - -- z UJ Q _ W _ - c= RELOCATE BOULDER,COORDINATE EXACT LOCATION WITH ENGINEER. z = ------ -- - � -- --=-W-----W-----W-----W-- --w '------------------ -- ----- - ------ -- =�--�===R-=�-=�-��- = w R18 o--- -- - ---- ---- _ -.---- N _ _ ___ _____ _____ - -----OH 2 = W ---- rr �-- - "-- - - -- --- - AND U W - - - - oH- _ REPLACE WITH COMPACTED CSBC. (SAWCUT AND x$ _x--- ---------------- R3 _ - REMOVAL PAID AS ROADWAY EXCAVATION INCLUDING HAUL). ----------- Q� 11 �J(7 PHYSIC RS R20 RESETTING EXISTING HYDRANTS. ADDRESS 2209 14TH ST 3 ) PORT TOWNSEND, A RS � ��' Vv �� 2166 14TH ST ' / REMOVE MAILBOX PORT TOWNSEND, WA / (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) A 124+00.81, 94.76 RT 2156 14TH SAWCUT PERPENDICULAR RT TOWNS ND,r WA R22 REMOVE WATER VALVE R13 R8 R13 R1 QQ� ;' R2 '' / R7 R8 R5 R4 / A 122+87.64, 34.00 SAWCUT R2 ® TO ROADWAY (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) 2209 14TH ST E 20 %+38.00 00 / / PROTECT AND PRESERVE APPLE TREE PORT TOWNS ND A 123+44.06, 81.54 RT y 3 S1 SAWCUTti / / / SAWCUT PERPENDICULAR \ / TO ROADWAY =o g ;q yU REVISIONS DATE BY DESIGNED BY: MwEVRAucH ISSUE DATE: 6i2212622 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �o� oAft q"' s P y F REciSTEQE ti=� SSrONAI 0�G ,0(1222 ++ ��w ` 'kiwi �4LI14N� �� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-ALLIANCE COM52-1509 11 Port* C1t1 { 0 ` TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: RM 1 DRAWN BY: DHALL JOB No.: 0699.14 No.: 11 OF 71 9/20/23 REMOVAL PLAN A 112+00 - A 126+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 RM-01 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. - - REMOVAL / ♦ ♦ ,�'- - - - - - - SAWCUT (TYP) R9 (PAID AS ROADWAY EXCAVATION INCLUDING HAUL) / U 4SAWCU0 / _ PLANING BITUMINOUS PAVEMENT (0.17') / 130+88.25, 18.55 LT SAWCUT PROTECT AND SAWCUT //� Z / ASPHALT CONCRETE REMOVAL PRESERVE / _ // PAID FOR UNDER ROADWAY EXCAVATION INCLUDING HAUL R13 R17 TELEPHONE / R13 R15 R12 R2 R7 R2 ///j // �� Q CEMENT CONCRETE SIDEWALK REMOVAL ) BOX vQ. / (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) O SCALE IN N FEET 60 // / l C j /% �B`��y� �� / �� STORM PIPE REMOVAL 4f NEW IMPROVEMENTS (TYP.)R16 / // J // / $11\13 / (PAID FOR UNDER REMOVAL OF STRUCTURES AND OBSTRUCTIONS) / ////O�< / / ABANDON WATER LINE L/41 OVER RD �/ / / R20e SIDEWALK OUTSIDE ' USE CONTROLLED DENSITY FILL OR APPROVED EQUAL 2110 DISCOVE R / NSEN , WA / OF RIGHTOFNWOAY SEE SHEET RM-1 FOR EXISTING LEGEND NO PHYSICAL / PORT TOWNSEN WAADDRESS --------x-xx ---D•)REMOVALNOTES - ---------------- - _- N � - - - - - - - ---------- _ _ - - ,---- --- SURVEYOR. MONUMENTPAVING BY CONTRACTOR. --------- - :I w CASE PLACED DURING -- R1 ADJUST MONUMENT CASE AND COVER TO GRADE. COORDINATE WITH w w - - v v v 7+)0 =_ _ _ M w R2 SEE CH SERIES SHEETS FOR SIGN REMOVALS AND RELOCATIONS. uj __j_ _ _- ___ _ � _=-==--- _-- ---_ - - - _-___-- _------_ ) CLEARING LIMITS - c � r � � rT--r---,erg --zr` �_ � � REMOVE TREES AND STUMPS WITHIN CLEARING LIMITS (TYP, C = LL, y7s---P----p— .. - _p----�P- ._ _-- Z O ARE TO THE ROW PAID AS CLEARING AND GRUBBING). C t = REMOVE AIR\VAC. ASSEMBLY AND VAULT, COORDINATE WITH CITY WATER •I c _ R3 © F SI } R3 R9 — q bD � O DEPARTMENT (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). �,k,, R4 1 S k R6 e' Q 126+54.80, 34.00 RT R16 ♦r , / I / g MOVING EXISTING HYDRANTS. SEE WT-1 FOR NEW LOCATION. SAWCUT / / } R18 Y ~ / � R5 COORDINATE WITH CITY WATER DEPARTMENT. 2155 -DISC&ERY RD / Ri PROTECT AND PRESERVE TRANSFORMER / _ k R2 14 0 KATHERINE W 1515 MCPHERSON ST // �� RELOCATE WATER METER AND ADJUST TO GRADE, COORDINATE PORT TOWNSEND, WA 14RT KATHERINE ST / �� POR TOWNSEND, WA / = 6' `♦ ♦ PORT TOWNSEND, WA /� / PORT TOWNSEND, WA � \ � � R6 WITH CITY WATER DEPARTMENT. ♦ / ` / / ♦ 20RT DISCOVERY RD M 31+40.00, 4.00 LT / ♦ PORT TOWNSEND, WA R7 TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. / / `♦ / / 1401 KATHERINE ST R9 R6 ♦ END SAWCUT / UTILITY POLE TO BE REMOVED BY OTHERS. CONTRACTOR TO COORDINATE PORT TOWNSEND, WA ` ♦ M 30+75.25, 4.00 LT / f ♦ / R8 REMOVAL TIMING WITH PUD AND ALL FRANCHISE UTILITIES AT / //�` ♦ ♦ ♦ / /� ♦ / `♦ SAWCUT Ay / f/\1 1520 MCPHERSON ST ` / PRECONSTRUCTION MEETING. / / ♦`/ �/ ♦ ♦ PORT TOWNSEND, WA v ADJUST WATER VALVE TO GRADE, COORDINATE WITH CITY WATER DEPARTMENT. M 30+43.75, 1.00 LT BEGIN SAWCUT /� R10 REMOVE LIGHT STANDARD AND SALVAGE TO CITY (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). ADJUST CATCH BASIN TO GRADE. SEE SHEET PP-01. R15 / �� R3 Cl ; T 51+32.15, 26.95 RT / / R12 REMOVING DRAINAGE STRUCTURE, BACKFILL WITH CSBC AND / T 51+02.00 Q END SAWCUT O COMPACT TO WSDOT SPECIFICATIONS. / BEGIN SAWCUT =<C7 T 51+02.00, 17.50 RT 1 � 1 ` � REMOVE BOLLARD OR POST AP SAWCUT / / 1,y� ��FC� ' / p RT TOWNSEND, / /;• / � I ` R13 (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). ICAL ; R2 NEW IMPROVEMENTS (TYP.) I I \2020 R14 ADJUST VAULT TO GRADE, COORDINATE WITH UTILITY OWNER. H`(S / R10 / /." / I DRESS / /' p PHYSICAL ANNE pL QO� R6 2PoRTOTOWNSEND, WA / gUEEN ANNE pL 1 R15 RELOCATE MAILBOX (PAID AS MAILBOX SUPPORT TYPE 1). A -LINE -- 1 2pORT TOWNSEND, WA 1p12 gTOWNSENDE%A I pL REMOVE WOODEN FENCE WITHIN PROPOSED SIDEWALK LIMITS o :.: {.. -TO A --- o � --' _-�,r�x� = PORT x- Lpo-01LIT-2- ---------- --------- NSENDEWA 2PORTOU WNSEND `N Ris (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). M w O --- (PAID ASREMOVE HREMOVALCOFOSDTRUCTURES AND BSTRUCiIONS),INATE WITH CITY WATER ENT. 135+00 __ - ---- ___ L11 - -' RELOCATE BOULD OORDINATE EXACT LOCATION WITH ENGINEER. Ri8 ER C _- __---��____ - _ o R19 SAWCUT ASPHALT BIKEWAY AND REMOVE 1 FT WIDE STRIPS AND _-- _ _ - REMOVAL PAID AS ROADWAY EXCAVATION INCLUDING HA ¢cnC. (SAWCUT AND ASPHALT — - —_-- —_ ) - "� w �w - REPLACE WITH COMPACTED CSB - RESETTING EXISTING HYDRANTS f w -_ HAUL). x- Lu / x` x x ----- -- _ 2 O REMOVE MAILBOX Y / �� ___ _ R21 i f-l------------- -_ _ W (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) / y \ R3 i / LOU ND, WA /� / / pHY L ' Q � R22 REMOVE WATER VALVE <� / /! \ PORT WN � / / NO O (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) DISCOVERY RD CQ ; ADDRESS 2009 pgRT TOWNSEND, WA / 1 16Ty PROTECT AND PRESERVE R1 q 1 R6 R9 R2 R9 `sT \ R3 v R2 R2 = CHERRY TREE REVISIONS DATE BY DESIGNED BY: ISSUE DATE. DRAWING No.: a MWEYRAUCH 1012212022 ,1-( A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS ° °` WAS"'"sF�, `++ Cltyo fport BIKEWAY ROADWAY & SIDEWALK PROJECT RM 2 DRAWN L JOB No.: ALLIANCE A N "CONFORMANCE m DHALL 0699.14 SHOWN IN FEET � L t! PORT TOWNSEND, WA SHEET No.: UNLESS OTHERWISE „ o wn s e n yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE �=A, 8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 REMOVAL PLAN (ADDENDUMS 1-4) SSAWYER 0699.14 RM-01 SSrONAI 0�G P: 360-352-146 F: COM52-1509 12 OF 71 = 10/12/22 A 126+00 - A 140+00 Ag 0 30 60 SCALE IN FEET 0 ow ------=----'-----------=-- Q- o---- ..- - - , ' 1..-- _ - -- 4/ -- ---- --- ----- m,ti Lu w co � 0 147+00 J ; = W -lsD----�sD----- SD ----- SD-4-SD----- SO r— ~ W ------------------------------- 148+00 149+00 c� - r"7T ---- SD; ---- SO ----- S " + A 148+90.00 SAWCUT A 149+04.00 SAWCUT SEC. 9 & 10, T. 30 N., R. 1 W., W.M. EXISTING LEGEND -----OH— OVERHEAD POWER LINE — ---- —UNDERGROUND POWER LINE WETLAND BOUNDARY — ---- ss — UNDERGROUND SEWER LINE XX' WETLAND BUFFER -----SD—UNDERGROUND STORM LINE — ---- T — UNDERGROUND COMM LINE — ---- W— UNDERGROUND WATER LINE -----r—OH—OVERHEA/D COMM LINE — ---- D—UNDERGROUND GAS LINE ANDCH HW FLAG POWER POE r GUY J o POWER PULL BOX O DECIDUOUS TREE l LIGHT POLE EVERGREEN/CONIFER TREE © POWER VAULT WATER METER MAILBOX n FIRE HYDRANTSTORM -o MANHOLE � WATER VALVE SEWER C EANOUT a SIGN ® SEWER MANHOLE O O C.0 W W Q � Z J H.— U W Q � o � ---_--— --------_ __�-----------------------------— - - - - - - - - - -- T.150+00 DISCOVERY RD. 151+00 152+00 A 26.85 RT SAWCUT j A 150+44.00� SAWCUT A 46 85/ RT 1 A 151+36.00 RELOCATE BOLLARDS SAWCUT SAWCUT (SEE SHEET PV-3) i/ / A 151+50.00 SAWCUT -------------- L-------------- REMOVAL - - - - - - - SAWCUT (TYP) (PAID AS ROADWAY EXCAVATION INCLUDING HAUL) PLANING BITUMINOUS PAVEMENT (0.17') ASPHALT CONCRETE REMOVAL (PAID FOR UNDER ROADWAY EXCAVATION INCLUDING HAUL) CEMENT CONCRETE SIDEWALK REMOVAL (PAID FOR UNDER ROADWAY EXCAVATION INCL. HAUL) STORM PIPE REMOVAL (PAID FOR UNDER REMOVAL OF STRUCTURES AND OBSTRUCTIONS) ABANDON WATER LINE USE CONTROLLED DENSITY FILL OR APPROVED EQUAL REMOVALNOTES R1 ADJUST MONUMENT CASE AND COVER TO GRADE. COORDINATE WITH CITY SURVEYOR. MONUMENT CASE PLACED DURING PAVING BY CONTRACTOR. R2 SEE CH SERIES SHEETS FOR SIGN REMOVALS AND RELOCATIONS. R3 REMOVE TREES AND STUMPS WITHIN CLEARING LIMITS (TYP), CLEARING LIMITS ARE TO THE ROW (PAID AS CLEARING AND GRUBBING). OR4 REMOVE AIR\VAC. ASSEMBLY AND VAULT, COORDINATE WITH CITY WATER DEPARTMENT (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). R5 MOVING EXISTING HYDRANTS. SEE WT-1 FOR NEW LOCATION. COORDINATE WITH CITY WATER DEPARTMENT. R6 RELOCATE WATER METER AND ADJUST TO GRADE, COORDINATE WITH CITY WATER DEPARTMENT. R7 TELEPHONE PEDESTAL TO BE RELOCATED BY OTHERS. Rs UTILITY POE TO BE REMOVED BY OTHERS. CONTRACTOR TO COORDINATE REMOVAL TIMING WITH PUD AND ALL FRANCHISE UTILITIES AT PRECONSTRUCTION MEETING. R9 ADJUST WATER VALVE TO GRADE, COORDINATE WITH CITY WATER DEPARTMENT. R10 REMOVE LIGHT STANDARD AND SALVAGE TO CITY (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). R11 ADJUST CATCH BASIN TO GRADE. SEE SHEET PP-01. OREMOVING DRAINAGE STRUCTURE, BACKFILL WITH CSBC AND R12 COMPACT TO WSDOT SPECIFICATIONS. R13 REMOVE BOLLARD OR POST (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). R14 ADJUST VAULT TO GRADE, COORDINATE WITH UTILITY OWNER. R15 RELOCATE MAILBOX (PAID AS MAILBOX SUPPORT TYPE 1). Ris REMOVE WOODEN FENCE WITHIN PROPOSED SIDEWALK LIMITS (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). R17 REMOVE HYDRANT, COORDINATE WITH CITY WATER DEPARTMENT. (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS). R18 RELOCATE BOULDER, COORDINATE EXACT LOCATION WITH ENGINEER. SAWCUT ASPHALT BIKEWAY AND REMOVE 1 FT WIDE STRIPS AND R19 REPLACE WITH COMPACTED CSBC. (SAWCUT AND ASPHALT REMOVAL PAID AS ROADWAY EXCAVATION INCLUDING HAUL). R20 RESETTING EXISTING HYDRANTS. R21 REMOVE MAILBOX (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) R22 REMOVE WATER VALVE (PAID AS REMOVAL OF STRUCTURES AND OBSTRUCTIONS) NO PHYSICAL \-A 149+04.00, 25.25 RT / / \-A 151+36.00, 24.95 RT ADDRESS BEGIN REMOVING CHAIN UNK FENCE // END REMOVING CHAIN LINK FENCE /i/ 0 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10/22/2022 ALL DIMENSIONS SHOWN IN FEET ,�-( A.S'j co °F WAS"'"sF�, o �� `++ 'SC �4LI14N� CIty0 fPort* DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: RM 3 DRAWN BY: D HALL JOB No.: 0699.14 No.: UNLESS OTHERWISE DESIGNATED P F REciSTEQE ti=� cl S,to, 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 TownsendSHEET 9/20/23 REMOVAL PLAN CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14RM-01 , 0 P:360-352-1465 CECOM52-1509 A 140+00 - A 152+00 13 OF 71 10/12/22 or F, d I � - �--w-----w- 1 1 � 1 "RT v 'yOh/ ,�RO ENO ST- yq p � Ar pRT T.0000, � p / Fi�� ST wq A 114+b1.yR% Ill N CATCH BASIN TYPE 1 IE OUT.255.19 (12" NW) SEC. 9 & 101 Np 4on - , /, T. 30 N., R. Ar p�Tr2 y p FNo ST Wq 1 W., W.M. ON THE PROPERTY TO THE EAST. " � A118+80.51,10.50'RT CATCH BASIN 48 IN. DIAM. IE IN:25 . (12" NE) IE IN:2 .17 " SW) IE OUT- 251.26 (1 " E) STORM DRAINAGE LEGEND DIRECTION OF FLOW SID 04- SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, Q PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH (J.3 ov BASINS LOCATED ALONG THE CURB AND GUTTER. Q � _ Zijj fV PVI A: 114+18.00 PVI ELEV: 258.57 K: 66.84 70.0 M H #1 LVC: 100.00 2 270. 00 � o CB #2 CB #4 CB #5 A 118+80.51, 10.50' RT 00 M . U A 115+76.50, 9.67' RT A 116+56.00, 9.67' RT A 117+72.00, 9.66' RT CATCH BASIN TYPE 2 48 IN. DIAM. + C" � .. CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 . RI M: 256.03 265.0 • W . . . RIM: 257.41.... RIM: 257.05 ..... RIM: 256.59 265. .......:..... " " IE IN:251.35 (12" NE) GRADE BREAK A- 113+38.00 Q IE IN: 254.41 (12 SE) . IE IN: (12 SW) _�' IE IN: 2 (12" SW) 5� IE IN: 252.17 (12" SW) EL = 260.17 IE IN: 254.41 (12"� SW) IE OUT: 1 {12" NE) ��IE IN:-3� (12M SE) IE OUT: 251.26 (12" E) �- s-- IE OUT: 254.41 (12 NE) :.. .......... IE OUT�25�3-(12 NE) S 260.0 - 2.00r - .50� 260. 0 -T--- r7 NEW GRADE ......NP-255.0 0. 255. CB #1 APPROX. EX GRADE ® A 114+62.24, 9.67' RT CATCH BASIN TYPE 1 250.0 250. RIM: 258.16 ,�� ....... . IE IN: 25§ tZ (12" SE) 0)-�)`? .�. IE OUT:05°fro, (12" NE) 5�� APPROX. EX GRADE ®� NEW GRADE ®�.. .. .. . '. . . . .: . .......... ......... 45.0 245. . . . NEW GRADE ®ET BACK OF WALK rNEW GRADE ® RT-BACK OF WALK pp (�pp (�pp p _ rl- f0 M I� ^ O N N O rn O O O 00 t` M t� O t0 Pe) co t` N cD cp ,,� oo. �N. cD NN.M7U� cODM dc�D ^00 00� cD� cDM M� d0 cDO NOS U�� co OOi(0 ff')cD coOpO�p O� O.00N m--t' 17U7.CVM Nam. O f-cD.l�aO PI) Co. 1�.r- C14 to corl) 1CV toI'D'co t!)Oo.dU uiC6 CDC uiU7'CDUi �Lun) UO U7 U7o � �. OO' O O�'�O (p"--) O� �00'�OO 0000'0000 l!')R7"00 CO f�00'00 f\ �t\'OD f` f`�'00 t\ fit`. f`n nt\'f`f` cD^'^^ tUp7 �'f\^ Cp^•� cO Il'n(O 1�CD'1�CD ^cD'1�CD LD Ln Ln U') to cD'CD� tD CO'(l�pN NN NN NN NN NN NN NN NN CO; CD C)U7. U7 tD ��•�� '�� NN NLn N NN NN NN tNN NN Ul NN NN NN NN CV CV NN CVN NN'NN NN N NN NN NN Ni1N) NN NN NN NN NN NN NN N� �� . N• N CV (0' N NN NN N N NN (V cv N CN N N N N 117+00 118+00 119+00 114+00 115+00 116+00 112+00 113+00 0 REVISIONS DATE BY DESIGNED BY W HOLM ISSUE DATE 10/22/2022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED X\ A . S,q Oti �P �of WAShr p F RF�35TEa�� SSIONAL 10/12/22 DRAWN BY N MAYFIELD JOB No. 0699.14 N t- K IVLA I E9/20/23 F LANZ:) CHECKED BY SSAWYER DRAWING FILE No.: 0699.14PP-01_03 (ADDENDUMS 1-4) 1-� S C.J ALLIANCE CONSULTING SERVICES 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-352-1465 F:360-352-1509 SCJALLIANCE.COM H 0 30 60 V 0 6 12 SCALE IN FEET DRAWING No.. tyof DISCOVERY ROAD C410port*BIKEWAY ROADWAY &SIDEWALK PROJECT PP-1 PORT TOWNSEND, WA SHEET No.: ownsendPLAN AND PROFILE TA 112+00 - A 119+00 14 of 71 SEC. 9 & 10, T. 30 N., R.1 W., W.M. 23 LF OF 12" 0 0.50% INLET I.E.=253.55 (MATCH EX.) OUTLET I.E.=253.43 � � \ � CB #12 EXTEND 12" CULVERT ® CB #9 A 121+31.00, 9.67' LT A 123+00.00, 9.67' LT INLET I.E.=253.55 f LF OF 12" ®1.18� / CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 NIE OUT:256.12 (12" SE) IE IN:258.35 (12" SE) A 0 HYSiC �� / /P OUTLET I.E.=252.75 // � � N NO PHYSICAL ) PHY ICE 19 LF OF 12" ® 1.19% ADDRESS ADD SS co li�w 2; Q JFF_71',4� o i TEL°Y O 0 4- --�-T , It2l; t=-T----I -- -T----T---WLB }21+�- - - WL-B ---- - o - 12 0------- -WILBT -- - B ----- �- _ - +- w, W ►.1J , , -- -------w-----w----- w-----w-- --w nw o Q�-- = W ----- + - _ _ --- ----- ----- --- - OH --- ' --f PHYSICAL 2209 14TH ST SEC PORT TOWNSEND, WA 1 ®0.507R o 5 17 L F OF 2 IN vi - g y #8 CB #11 OOTL E 2 '" A,, EXTEND EX. 12" CULVERT 89 LF OF 12" ® 0.50% / 2209 14TH ST DISCHARGE I.E.=250.81 00 ��41 �,`\ PORT TOWNSEND, WA a. PM A: 121 +05.00 PVI ELEV: 259.01 K: 83.33 LVC 100 00 CB #14 A 124+18.04, 14.46' LT 19 LF OF 12" 0 0.00% CATCH BASIN TYPE 1 230 DISCOVERY RD IE OUT:259.75 (12" SE) )6 �WNSEND, WA A -LINE _ DISCOVERY RD. 28 LF OF 12" ®0.39% o � M CL'lip o N -- --- -T- -T -----T---- T -----T `- 1 `.�T-�ZJr+TOII---T-----T-----T-----T-----T----- IZ6 z = co --- -- -P-----P-----P----- P -----P--P-----P' = W ----- H- U W OH - -- ,N----- OH----- - Cn CB #13 2166 14TH ST / PORT TOWNSEND, WA / 2156 14TH Si PORT TOWNSEND, WA I� PVI A: 125+87.00 PVI ELEV: 264.18 K: 41.19 LVC: 175.00 HIGH PT A: 125+30.39 o r- Co Q=! cn �i HIGH PT EL: 263.64 Ln �l Ln LO + 04 C+D CV + C 4 + N N J W N 74 J W aw aw ¢ ¢270.0 270• PVI A; + GRADE BREAK A= 123+97.00 GRADE BREAK A= 124+07.00 PVI ELEV: 255.76 EL = 263.20 EL = 263.30 K: 49.94 = 65 0 LVC: 150.00 . . GRAD . BREAK E . 0 . . . - E _ R AK A 124+17.00 . 265 LOW PT A:: 119+25.16 0 GRADE BREAK A- 123+87.00 007 EL = 262.90 o EL = 262.68 o �, LOW PT EL: 256.08 1.30% 0.75% 5.25� -4:000 260.0 J NEW GRADE ®� . .. . . .. -.. 0 .:... . . . . . 260. APP'ROX. EX Q 9 CB #13 GRADE ® CB #11 A 124+18.13, 13.59, RT 0 A 123+00.00, 9.66' RT CATCH BASIN TYPE 1 0 M 2.50% 55 ....... .... CAT TYPE 1 . 255. . ... .... ... Cg #8. .. , . CH BASIN IE 259.64 12" NW A 121+30.48, 9.67'-RT -RIM: " N 521 IE OUT:259.64 12" SW CATCH BASIN TYPE -1 MH RIM: 259.11 q IE OUT:4 5@.-3S' (12 NW) �. `� ......... . . .:.... ..:.. .. ... . 250.0 CB 10 ....:..... ..... 250. A 119+5fi.00, 15.83' RT A 120+40.95', 10.50' RT IE IN. 255.89 (12„ 'NE) a:i `/� :IE OUT:8;3�'(12" EX. 12 CATCH BASIN TYPE 2 48 IN. DIAM. IE IN:255.84 (12 NW) CULVERT CATCH BASIN TYPE 1 RIM::257.21 IE OUT:255.89 (12" SW) W RIM: 255.38 45 0 I.E. 253.0t " IE IN:252.10 (12" NE) _ .. A PRO EX GRADE ® '.[NEW ... E IE IN:251.72 (12 NE) ® BACK WALK R ACK OF WALK :...... '.. NEW GRADE P .LTX OF ' NEW GRADE ® T B. WA . . l '. r 2 245. IE OUT:251.72 (12" SW) IE 'OUT:252.14 (12" SW) . I I r _ _ _ _ o(�p wK) CD d00 N�.oOc�pD Nr>.d NM 1��,d1� Md.1�M Go�.�O OI�,�O rnoO.cDO� oOv.Nco �d,00 Ln rl,) N�.�cp ooa r-00 N.O� Mrn.Nr'� 00.�1)� u)�.fo0 McD.C, 00�.`NO �r'NM IT! OOicOD poo.�� Qfrd.d0 1+)lllj 11�1+�) dc�O CDC dcOD �c� Nv M4 0o O� Y (DcD �� OOCn Cld O1� NO'e�n OO� tD� tD00 O� 1�d cDM 00 (V1� �cD INN �� NO 00U7 lnd �D7 �n ON NO lf')� 117Nj M^ 01^ OOrn NO Nr7 u')M 1�^ OOCD d� NOO CD m O pp 000'O� O'O� O'�-N O�'r-N (V NcV'NN NN (V� CVN'tnpl) NC-- Vv '� Mr'") MM'y MM'N7� NM�'e'M� r�7r7'rM� r''>�i'r7d N-jr+M M� Nr+') MNM to u i cD c[') U7 u cD c� cc i ' cD in � � is t!) /Oj N m co N CD cD cOD cD u Co co �A tO . tO CD N cD - cD 0 cD . cD cO cO cD cD cD cD 0 cO co co Co. co CD co . cp cD �D cD cO cO <O cD . cG cD (a cO , cD CO CO cD . CD (D co cD cD tO cD cD . c0 00 CO cD . t0 00 cD cD . to co ca cD co <O O ul� to W) u')U-) � � ��n W) N NN NN NN NCV NNNN NN NN NN cV CV CVN NN NN CNN NN NN NN NN NN NN NN NN NN NN NN NN NN NN O CVN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN N 122+00 123+00 124+00 125+00 126+00 r 119+00 120+00 121+00 0 U N O L � U (D 7 011 „z E REVISIONS DATE BY DESIGNED BY: ISSUE DATE:141 _dI Cd W HOLM 0610512023 ,`�( A . S,1yo Q ADDENDUM 2 06/05/23 SCJ �� of WAsy,ti o r f E CD DRAWN BY: �oB o.: ALL DIMENSIONS �, � �o E CD N MAYFIELD No.: 4 SHOWN IN FEET SCJ ALLIANCE 00 UNLESS OTHERWISE CONSULTING SERVICES _UKIVIAINUtpl)N 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F RF�iSTEQ�° �? 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 ownsend (ADDENDUMS 1-4) SSAWYER 0699.14PP-01-03 SS-'ONAk- �� P: 360-352-1465 CE.CO 352-1509 SCIALLIANCE.COM o a 06/05/2 �Z STORM DRAINAGE LEGEND DIRECTION OF FLOW SD ---4 SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END 0 CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 © CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. H 0 30 60 V 0 6 12 SCALE IN FEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA PLAN AND PROFILE A 119+00 - A 126+00 DRAWING No.: PP-2 SHEET No.: 15OF71 r 0 U N 0 0 0 + C'q CV CL Q � UJ uu Z W un w Qcn 270 cn 265-0 Q 260. PVI A: 125+87.00 PVI ELEV: 264.18 K: 41.19 LVC: 175.00 PVI A: 127+93.50 PM ELEV: 256.95 K: 40.02 LVC: 100.00 N O N O CD �. � � n � �� I��. N + C4 + N + N 00 CV J C-4 J. N J. W w . w Q APPROX. EX Q Q GRADE NEW GRADE 0 -3 50, SEC. 9 & 10, T. 30 N., R.1 W., W.M. PVI A: 130+20.00 PVI ELEV: 254.69 K: 75.09 LVC: 150.00 PVI A: 132+33.00 PVI ELEV: 256.81 K: 38.50 LVC: 100.00 o - o LOW PT A: 130+20.09 0 "� o � o HIGH PT A: 132+21.41 00 0 CB #18 LOW PT EL:: 255.06 + . N N HIGH PT EL: 256.50 � N + A 129+69.75, 13.75' RT Q' N _; '�' CB #19... .. MH #3 ± 1 +� A 132+20.00, 10.50 RT N .. . . .. ...... .. .w . . CATCH BASIN TYPE 1 �glt1M:254.69 Q A 130+20.00, 9.67' RT Q CATCH BASIN TYPE 2 a : Q IE IN:2516� 12" SW ( ) CATCH BASIN TYPE 1 ° RIM: 254.87 48 IN. DIAM. - - a-4e -RIM: 256.17 IE OUT:251.00 (12" NE) IE IN:2'3 7.5 (12" SW).. IE IW-N2 -(12" SW) .. : . IE OUT:75M (12" NE) IE OUT:2 (12" E) -1.00% 1.00/0 J I i \ 255. n... CB #16J A 128+36.00, 9.67' RT 250. . . . .. CATCH BASIN TYPE 1. . . .... .. . . RIM:256.34 50 LF OF 12" 0 0.50% IE OUT:252.70 (12" NE) APPROX. EX GRADE ®� NEW GRADE ®� .. '..... ..... ...... . .. . . . . . ... . ... . . . ........ . ... .. ... . .. . .. ... . .. . . .... . . . . . . 245. NEW GRADE ®�T BACK OF WALK' NEW GRADE ® RT-BACK OF WALK 70.0 5.0 :I $ 55.0 I 45.0 GO l!")t[") 00 Ot[') N M M M CO cD CD CO NN CVC'V 126+00 r-- dcD N N O cD . fVN t1')H7 tl�O LO l: V c0 cO NN CON,00 r`rn CO (.0. CVNNCV Pn �M CD cD CD�.00IO O� O CO cD CID NCO �- •- CO c0 p�pppN.N ON NO O O ' O CD CO cD CO CO NN fVN 127+00 ��.�0 Nw') Qf O) t17 tr") NN r�� ' O) O . to CO NN d0�. Md �� Gppp 00 ' t)p t[7 uo . 0A N NN N �p un.NN tnl� f� Ir- tL) tt'7 NCV t�� ' (� C10 . t17 NCV co03.Nn 00 r-N cCpp n ' n 1� tL') U7 to to NN NN 128+00 �cD.coco tf')� ctpO CD - to . NN CO CO c�OO t�pO tl') tC) NN dM.O�Q NCV A�p CD t!') t1'7 NN M - t�pp t�pO . lP) l[') fVN C1M.�W) C?)O wi CO tl7 t[') NCV -O ' t�pO CO . tl') to NfV �OO.Q)O rI-- Coco t[') t17 ' t[7 to t17 tf7 t17 NCN CVN 129+00 a)CO.�t<D dtf) ui t1i - tf7 (VN to "i ui . 1[") to NCV ��'`�.Q�� NM to to - U-) Ln . NCV MM Wi U5 to C4 C dp O� to tf� to t.n NN cC)llj NO tL7 to . t1i to NN �1")CD p� Qf0 coOaD �}' d LAO t[7 W) to NN NN 130+00 NO�.tpO� O� O d ' tl') d' tf) . to to NN NN tT� �� cnCo ut d . LO V') tC� . tI'> NN NN M� to d ' C14 t!� . NN co NN t[7 tL7 C 4 t(7 NN NaO.�u") 1�0 M t(7 tf� ' U7 to to t.[') t[') C%4 NN NN 131 +00 OO.MyI� N �� t�pO tf� ' tl") t17 cli tt7 , tl7 to NN NN Q�r').00to �r�'> CD to t17 to NN OCO ' t17 t17 . t['9 t[� NN I�OO.MN dd tCpO Ln t17 tf� NN NIA ' c�OO Ln . tf') to NN N. CD r� �O � ' t�pO CO to t17 tL� N NN 132+00 COLO CO CO �O u to to NN ' cCpO CO . tt7 t[� NN 1�0.0ccpO t[7C0 �p t1") t1") NN dd ' ��pO (tpO . tl') t!> NN M.MtG to to C14 N �co ' c�pp co . tt7 NN N d'tcp� u7 ul)ui t1i to to to t17 t17 N NN 133+00 0 REVISIONS DATE BY DESIGNED BY W HOLM ISSUE DATE 10/22/2022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED ,`� A . S4 C6WA3yr Z p Qj ilej F's RFcr sTea"- Q V? Sj0NAL E� 10/12/22 DRAWN BY: N MAYFIELD JOB No.: 0699.14 --cUjNV-UKlVl/AlNUt t-JLANb 9/20/23 CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14PP-01-03 (ADDENDUMS 1-4) 1 � iI � S CJ ALLIANCE CONSULTING SERVICES 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-352-1465 F:360-352-1509 SCJALLIANCE.COM city0f port, 4 �-tl Townsend STORM DRAINAGE LEGEND `- DIRECTION OF FLOW So -4 SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. H I 1 I 0 30 60 V I I I 0 6 12 SCALE IN FEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA PLAN AND PROFILE A 126+00 - A 133+00 DRAWING No.: PP-3 SHEET No.: 16OF71 W 5 Q O tr 0 cn s CB #22 A 134+20.01, 16.84' LT CATCH BASIN TYPE 1 IE OUT:248.81 (12" S) GRADE BREAK A= 134+33.00 EL = 254.11 260. 3.36%- GRADE BREAK A= 134+23.00 EL 253.77 255. f� ......... _1.60... ... . APPROX.- EX GRADE 6 250. NEW GRADE ® � �J '( SEC. 9 & 10, T. 30 N., R.1 W., W.M. GRADE BREAK A= 134+43.00 EL = 253.96 PVI A: 135+67.00 PM ELEV: 252.24 K: 50.00 LVC: 100.00 PVI A: 137+23.00 PVI ELEV: 247.56 K: 133.58 LVC: 100.00 PM A: 140+ 31.00 PM ELEV: 240.63 K: 91.02 LVC: 100. 0 o o Lr) r- o o Lc) M 00 :;: N ;-0 + roll-))+ N � M J w O .- J w Q Q 2-60.0 O-.4- ors O-o- ors oca o0 ov c � nl LO N j Qi rrj + N + N . + N T + �' N CB #25 -'5:75% .... ... ........ -_ . . . . . . ... Q .. ... .. . ... . . .. .. . . . . . . . .. . .. . . . . . . . . . . . .. A 139+00.00, 9.42' RT _� Q Q CATCH BASIN TYPE 1 GRADE BREAK A= 1.34+53.00 `_ RIM:243.42 EL = 253.38 '3.00q, ...... . . IE IN:2404Z (12" W) IE OUT:2 ,Z(12" E) flu lip �.� = a•I Sfl 255.0 50.0 CB #21J A 134+19.92, 14.32' RT CB #23 �Sq �'F .... o :...... .. . . . . . .... -2.25q.. .... 245.0 245. ......... �9S.�o CATCH BASIN TYPE 2 EX. 8" SEWER A 135+37.00, 14.17' RT 48 IN. DIAM. I.E.:250.0t : CATCH BASIN TYPE 1 CB #24�So �y: RIM:253.53 RIM:252.22 A 137+00.00, 12.25' RT 01•�.� o 240. IE IN:248.75 (12" N) .. . ......... ..... ... .. . . . ... IE IN:248.17 12 W) ( ............... � CATCH BASIN TYPE 1 .. ............. . ................. 240.0 IE IN:248.75 12" W ( ) IE OUT:248.17 (12" E) RIM:248.05 IE OUT:248.75 (12" E) IE IN:245.00 (12" W) APPROX. EX GRADE ® NEW GRADE ®� • : IE (12" E) OU T:245 00 235.0 NEW *GRADE 0 LT BACK OF WALK. NEW GRADE ® RT:BACK OF WALK . . ................ °�' ..... , ... ......... .. ... . ..... ....... .... . . .. .. 3 5.0 N d (0 u") ' � c0 U0' �* r__ co yr r__ N ' d 0 d rn ' � N N: CQ Lr) Ln ' c0 � cd:, ' e r- c0 ' cO tO 00 ' C) rl ' w-) � � ' N � ' O N in u') N ' r- 00 a) r C) Ln O O N C) CV.NPI) (D O).(7)� r- tV (m PI) ?.PI) 00 N ' r•7 rn 00.00� r- ' r- � N.CVr'M N ' O r- I-O (n r� -.-to 00 ' 00 r- r- 04 93 cD ' M) 00 �,Lc) N a). C) �.d m 00 000 00 r� 00 Mc0 Lq r00 �.M� M.tT(V ncC1l.u")O) �O.(0 rn(.0 00N �u')00 00.�cV o0.CAD � C14.P)M (0 00 O. U7tT r-.r__.f (.0 U-) .r- LO n �'�� '�� n�'ti � �'ti�ti �'�� '�� '�� '�� 'Lo� v a) C) °v° °�°� d'c< v' t v v'�v �'v� � �' �' v �vM v �� v t` tii�'�� t NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN N NN NN NN NN NN NN NN N NN N NN N N NN N NN 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 Q REVISIONS DATE BY DESIGNED BY: W HOLM ISSUE DATE: 1012212022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 1 ,�-� A . SA c,� OF WAS,,, ^P c Z W 04 F RFc�sTe0.�° ? SSI0NAL Ic- DRAWN BY: N MAYFIELD JOB No.: 0699.14 rK!!!% --c UO' IN F Or` IRVI A IN U t P'LA"9120/23 CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14PP-04 05 (ADDENDUMS 1-4) 1 10/12/22 S CJ ALLIANCE CONSULTING SERVICES 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-3S2-146S F:360-3S2-1S09 SUALLIANCE.COM 0 0 + 0 CL CL Q F- W W Z = c) = W U W Q C/) STORM DRAINAGE LEGEND DIRECTION OF FLOW so 44 SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. H 0 30 60 V 0 6 12 SCALE IN FEET DISCOVERY ROAD DRAWING No. 0 BIKEWAY ROADWAY & SIDEWALK PROJECT PP-4 PORT TOWNSEND, WA SHEET No. ownsendPLAN AND PROFILE TA 133+00 - A 140+00 17 of 71 r a 3 w Y m 0 Q Q 0 U s tr L O 7 0 O h,Z dN 00 E F- N Q CB #31 CB #32 / STA:142+62.89, 15.54' LT STA:143+13.91, 52.98' LT CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 RIM: 2-4014 'a.:= RIM: 227.87 IE OUT: U7.99.3 (12" S) IE OUT: 224.87 (12" E) ADJUST CB TO ZE = / FINISHED GRADE INSTALL BEEHIVE GRATE ` PHRESS INSTALL SOLID RIM NOP00 fib/ ` CD A- NE Q a (DISCOVERY RD.)'� ww 00 uj Q C/) _ - -- - - Z� <v ocd o ►n o r_ FO::�: + N � J W Q 250. 245. 240. 235. CB #2 PVI A: 140+31.00 PVI ELEV: 240.63 K: 91.02 LVC: 100.00 0 CB #30 y� ►.n PHYSICAL O 0 Uri C'4 + Gi -3.359' Q GRADE BREAK A= 142+68.00 EL = 231.11 GRADE BREAK A= 142+63.00 EL = 230.961 PVI A: 141+/S.00 PM ELEV: 235.80 K: 46.51 LVC: 100.00 00 O M NEW GRADE ®� �' N + N J � ..........APPROX. * EX Q GRADE ®�:1 . l6/ CB #29 230. A 141 +00.00, 9.66' RT /o CATCH BASIN TYPE 1 SEC. 9 & 107 T. 30 N. R. 1 W., W.M. CO Z Q �4 V 37 LF OF 12" ® 3.02% CONECT TO EXISTING CB RD IE:223.75 �2pISCO WA \ 1 6ORT TOWNS �+ _ ADJUST CB TO \ _ �� CL + co-x -,, FINISHED GRADE 1 I - - - _ - 146 uJ uJ .-So u- Sod �i - ---_- -- --=--_ - 145+ - J cn 43+00 C: :3 M = 144+00 _ _ _ _ _ _ uj uj SON issr 25 LF OF 12" 00.50% GRADE BREAK A= 142+82.00 EL = 230.55 50.0 PM A: 143+32.00 PVI ELEV: 227.58 K: 37.50 LVC: 75.00 m _ , +245.0 U O c0 O ca O to d tf) Q> r-i vi ai ff') cD N N N N J J � .... 240.0 r- ¢I Q -�$ -TIE INTO EXISTING : TYPE 1 CATCH BASIN OUTLET I.E.: 223.76 . . 5.00m \ \ !-D A IlC DDC A V A'- 1 Al i Or, il(1 235.0 RIM: 238.17 CB #30J 1-3.00� �,,,,�� ",.�V.,. ,�- , ,., , �.,.w., .. .. , .IE IN: 235.17 (12" W) A 142+63.00, 9.67' RT J ..:... �� pp9, . :.. EL -: ............ .. 2 250 225. . .. IE OUT:235.17 (12" E) CATCH BASIN TYPE 1 -9.74% 0 RIM: 230.83 IE IN: 12 W 37 LF OF 12 ® 3.02% 220. .......... IE IN:��9- �12" N) lx # .... .......... CB 32 20 0 NEW GRADE 0 LT BACK OF WALK Z C- ;� oo A 143+13.91, 52.98 LT \ APPROX. EX GRADE ®� GRADE BREAK: A= 142+92.00 CATCH BASIN TYPE 1 NEW GRADE ®� EL - 229.58 RIM:227.87 . . . . . . ...... :............ 15.0 215. :..... [NEW GRADE ® RT BACK OF WALK . . . . . . . . OUT:224.87 (12" E) \\ .- pp � 00 CO O . cO r• rn � . v � Q? co . � co op N O� O� ' pppp d � � � ►� N N d' to • u � tp M N � O OLO bi � Cep to rE n � 00 CO� c�D COOD � N CO v N to U7 r_ r co cD co � O Q� 00 cz ro M CO d� to r__ to Q� CV m O ��.�� M.ajd' O �.M� �.�MM r7.M �"�.MM M.M►� �.M� ,.n pl) M.MM Mr'�.14 MM N.N� N.N N.N N N.C�V N N N. N N N ZZ4 N N N it y ON • O NN NCV CV CV NN CVN C14 N NN N NN N N N fV N N N CV CV CV N CV CV N CV C-4 N CV N N N CV N CV CV N N N 1400 +0 141 +00 142+00 143+00 144+00 145+00 146+00 Q REVISIONS DATE BY DESIGNED BY: W HOLM ISSUE DATE: 10122/2022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED ,� p` • SA Cl0 F OF WAS&�R F RFG! STER�c ? SSf N A l V, DRAWN BY: N MAYFIELD JOB No.: 0699.14 UUlW-UKlVlAlNUt9/20/23 CHECKED BY: S SAWYER DRAWING FILE No.: 0699.14 PP-04-05 (AD D E N D U M S 1-4) 10/12/22 S CJ ALLIANCE CONSULTING SERVICES 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-352-1465 F:360-352-1509 SCJALLIANCE.COM H 1` 0 30 60 V ` ' 0 6 12 SCALE IN FEET cityof port* ownsend STORM DRAINAGE LEGEND DIRECTION OF FLOW SID -t SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 00 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA PLAN AND PROFILE A 140+00 - A 146+00 DRAWING No.: PP-5 SHEET No.: 18OF71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. CB #33 STA:149+24.00, 19.93' LT CATCH BASIN TYPE 1 RIM:196.63 Y IE OUT:193.63 (12" SE) 30 LF OF 12" 0 0.50%- 0j / oLO - -- *--*-- - ------ __� ID non — — — — — — — — — — — — — — — — — — - - /so" Q L 00 147+60 148+00 ' 149+00 zw w --�---+—=--r=-----_ ----_ ___�� - H J C/) _ �7TTTT�/-7— _gp ___ Sp_____ Sp_____ Sp_____ Lu SD Sp -------------------------------- Q U) ------- --- _ - - - 1i__7S:_ si__1L___Zi-__iL7L___�5 __ ----x-----x----- x----- x----- x----- x----- x-----+, x " x - � x NO PHYSICAL ADDRESS CB #34 STA:149+24.00, 9.77' RT / CATCH BASIN TYPE 1 RIM:196.56 IE IN:193.48 (12" NW) IE OUT:193.48 (12" NE) ------ — -------------------- —--- -------- 4— — — — — — — — — — — — — — — — — — - 150+00 151+00 152+00 -- - --- ----- ----- — ----- ----- ----- -- ----- -- -- ---- -----x ----x-----x--- x- 1 � 44 LF OF 12" 0 0.50% / 210.0+ .. ..: ... .... ................................:.....................:.....................:.....................:.....................:................................. +210.0 STORM DRAINAGE LEGEND DIRECTION OF FLOW — so SCHEDULE A STORM SEWER PIPE (12" DIA.)* CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'x1' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. a 200. �_ . . ...... ............ ..... -3.50% ... .... ..... .... .... 200.0 -- 2.47% -7.73% GRADE: BREAK A=:149+50.00 �- EL = 195.68 2 U 195. ��............................ ...... ....... ....................... 195.0 GRADE BREAK A= 149+24.00 APPROX. EX GRADE 0 q EL = 196.65 GRADE BREAK A= 149+46.00 .... ..: ......:........... .... .. .. ..... .. GRADEBREAK A- 149+30.0 EL. 196.45: .. .... .... .... .... .. .. ..... .... .... 190.0190 < EL 196.80 . 3 H 1 1 - 1. 0 30 60 V 146+00 147+00 148+00 149+00 150+00 151+00 152+00 0 6 12 SCALE IN FEET 0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DISCOVERY ROAD DRAWING No.: WHOLM 1012212022 ,�-( A.Sq� °` WAS"'"sF�, �� `++ Cltyo rt PP-6 ALL DIMENSIONS fpo BIKEWAY ROADWAY & SIDEWALK PROJECT 2.DRAWN BY: JOB No.: SHOWN IN FEET y o ALLIANCE q NNAYFIELO 0699.14 PORT TOWNSEND, WA No.: UNLESS OTHERWISE r �� CONFORMANCE 9/2D/23 yU DESIGNATED F REciSTEQE I SSIONAL 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 TownsendSHEET PLAN AND PROFILE CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14PP-04_05 0�G P:360-352-1465 CECOM52-1509 A 146+00 - A 152+00 19 OF 71 10�,2/22 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. �O 90 Ay A 115+33.00, 10.50 RT \ . ELEV. 257.77 BEGIN TRANSITION FROM -2% FROM CROWN H-LINE A 115+83.00, 10.50 RT 6y ELEV-. 257.32 \ r �k (HOWARD ST.) BEGIN -4% FROM CROWN \ 10+00 --- �' - O A 116+37.00, 10.50 RT ELEV: 257.05 END -4% FROM CROWN -o > 7A116487- .00, 10.50 RT ELEV: 257.00 O�RANSITION FROM �O Sp I -2% FROM CROWN v`y2 � 9 � I I v I I I I GRADE BREAK H= 11+50.00 EL = 257.60 GRADE BREAK H= 11+39.50 EL = 257.18 GRADE BREAK H= 11+33.00 EL = 257.50 GRADE BREAK H- 11+16. 100 E= 257. GRADE BREAK H= 1+08.00 \ EL.=.6. .5.4 .......... .. 7.63%j -5.007 GRADE BREAK 10+40.00 4. 0 E 250. ... ....... ...... 2 2 10 00 11+00 11 N co H- E-LINE \ (EDDY ST.) zo+oo GRADE BREAK E= 21+25.00 EL = 258.05 GRADE BREAK E= 21+14.50 EL = 257.84 GRADE BREAK E= 21+08.00 EL = 258.32 GRADE BREAK E= 20+91.00 EL = 258.57� GRADE BREAK E= 20+82.91 ' EL =: 257.94. ......... . . RADE BREAK E -7,43 - 20+38.00 g EL = 256.82 3 LL r w . N ^.N w w sir C. STORM DRAINAGE LEGEND DIRECTION OF FLOW - SD I SCHEDULE A STORM SEWER PIPE (12- DIA.)* CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'xi' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. H 0 30 60 V 0 6 12 SCALE IN FEET 0 ;q yU - i 0 REVISIONS DATE BY DESIGNED BY: W HOLM ISSUE DATE: 10/22/2022 ALL DIMENSIONS°� IN FEET UNLESS OTHERWISE DESIGNATED '<j A.S4 WAS"'"sF�, � r y o F REciSTEQE ti=� SSroNAL ECG 10/12/22 �� w ` `++ CJ ALLIANCE 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM Cltyo f 0 r TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: PP-7 DRAWN BY: NNAYFIELO JOBNo.:SHOWN osss.la No.: ,I 20 OF 71 CONFORMANCE 9/2OI23 PLAN AND PROFILE (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 PP-06_08 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. , Ij x \ 0" 5 \ A 130+75.00, 10.50 RT ELEV. 255.05 BEGIN TRANSITION FROM -2% FROM CROWN M LINE A 131+25.00, 10.50 RTC ELEV. 255.31-1 (MCPHERSON ST.) BEGIN -4% FROM CRO= 30+00 31+00 - - ------------ - - - I > A 131+98.00, 10.50 RT '0 ELEV. 256.02 > O END -47 FROM CROWN °o o I T0, I \ 2J <� A 132+50.00, 10.50 RT- O CCI <y y I FyJo ELEV: 256.19 I END TRANSITION FROM F2Qo� I �yJ� -2% FROM CROWN � sT I v I Sys LF --_== U-LINE 41+00-, (AUSTIN MATTHEW LN.) o\ ` poR 7- wN W N Q ` a= wq 'A ----- 0 y p� 9�4 THOMAS)*no i Z s� 9 I co = I c I STORM DRAINAGE LEGEND T�lytiF�� N DIRECTION OF FLOW SD I SCHEDULE A STORM SEWER PIPE (12- DIA.)* yq CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 i CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 op 5'x6'xi' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE A 134+52.93, 22.92 LT I \ ELEV. 253.58 I +1% FROM CROWN i GENERAL NOTES v �y 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, - _ _ _ _ UNLESS OTHERWISE NOTED. T-LINE 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, 0 51+00 (TOWNE POINT BLVD.) PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. f'' o S \ O A 135+20.23, 10.00 LT W ELEV-. 252.51 END TRANSI11ON FROM % -2% FROM CROWN x Nn OG LOW PT STA: 40+72.85 LOW PT ELEV. 255.91 PVI STA:40+75.00 PVI ELEV:255.82 K:2.67 HIGH PT STA: 40+99.50 LVC:15.00 HIGH PT ELEV: 256.55 U 40+67.50 PVI STA:40+92.00 270. GRADE BREAK M= 32+14.50 270.0 270. EL: 255.97 270.0 PM ELEV:256.43 270. 270.0 EL = 255.62 U 40+82.50 K:7.46 265. GRADE BREAK;M= 32+10.p0 265.0 265. . .. EL:256.09... 265.0 265 GRADE T 0+45.0 50 • LVC:15.00 5 0 U 40+84.50 EL'--' 255:85 EL: 256.16 . . 26 . U 40+99.50 GRADE BREAK M= 31+93.00 EL: 256.55 GRADE BREAK T= 50+62.00 EL = 255.59 EL = 253.22 260. .... ....... 260.0 260. 260.0 1.60% GRADE BREAK U = 41+01.00 260. 260.0 GRADE BREAK M= 31+40.00 8.00% ERAE EL = 256.58 GRADE BREAK T= 51+02.00 EL = 254.34 1.50% '2.00% .61% 255.0 .........................................126% 255.0 255. 255.0 i.00% GRADE BREAK U= 40}45.00 255. r 255.0 GRADE BREAK M= 31+84.29 4.00% EL - 256.42 EL =: 254.90 -0.23% 1.65%: w250......:.....................:.......................... ..... 250.0 250. ..... 250.0 250. , ................... , .... 250.0 oH 0 30 60 x 245. .... .... .... .... .... .... .... o . ; . s 245.0 245. 245.0 245.0 V 245. W a 0 6 12 SCALE IN FEET n N A' - 30 00 31100 32 00 32 25 40 45 41 00 41 25 50 45 5400 51+45 ja 0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: WHOLM 1012212022 ,\-( A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS°� °` WAS"'"sF�, `++ Cltyo fpo rt BIKEWAY ROADWAY & SIDEWALK PROJECT PP-8 DRAWNBY:JOB0699 SHOWN IN FEET � ALLIANCE N NIAYFIELO osss.la UNLESS OTHERWISE r y o PORT TOWNSEND, WA CONFORMANCE PLANS�� Townsen SHEET No.: yU 9IZOIZ3 CHECKED BY: DRAWING FILENo.: DESIGNATED F REciSTEQE ti=� 8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 PLAN AND PROFILE (ADDENDUMS 1-4) SSAWYER 0699.14 PP-06_08 SSroNAL ECG P: 360-352-1465 F: 360-352-1509 ,I ,I - SCIALLIANCE.COM 21 OF 71 i 10/12/22 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. — — I C-LINE 1+0o i (MCCLELLAN ST.) �_x----- x----- f f .............. ...... -GRADE BREAK C= 60+59.50 EL =: 227.63 : GRADE'BREAK C= EL = 228.24 1.50% - -2.00% �GRADE:BREAK C=.60+45.00. EL = :227.92 � "U n 5 6140 61 STORM DRAINAGE LEGEND DIRECTION OF FLOW SDI SCHEDULE A STORM SEWER PIPE (12° DIA.)* CULVERT END • CATCH BASIN TYPE 1 WSDOT STD PLAN B-5.20 O CATCH BASIN TYPE 2 WSDOT STD PLAN B-10.20 5'x6'xi' DEEP HAND PLACED RIPRAP NOTE: * UNLESS NOTED OTHERWISE GENERAL NOTES 1. ALL CATCH BASIN GRATES SHALL HAVE VANED GRATES, PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 2. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN, PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. H 0 30 60 V 0 6 12 SCALE IN FEET 0 2.DRAWN ;n yU - i 0 REVISIONS DATE BY DESIGNED BY: WHOLM ISSUE DATE: 1012212022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED ,\-( A.Sq� ?°� °` WAS"sF�, r y o F REciSTEQE ti=� SSto"AL ECG 10/12/22 �� w ` `++ CJ ALLIANCE �� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM Cltyo f 0 r TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: PP-9 BY: NNAYFIELO JOB No.: 0699.14 No.: 22 OF 71,I CONFORMANCE 9/2O/23 PLAN AND PROFILE (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 PP-06_08 -7/ ":;� // UVV t\ I I 112+00 rlll II' O o I\ CLOSE NORTHEAST VALVE IN VALVE CLUSTER, INSTALL 8 " DIA. 1 BLIND FLANGE AND TRUST BLOCK. CAP AND ABANDON 8" AC WATER MAIN FROM HERE TO A 122+10 y 0 '© 7 WITH SLURRY OR SAND. f ' Pb'T DCOORDINATE OWN WITH WATER MAIN SHUT / TOltiy F� ST� D lkq pORT 7 N wq SEC. 9 & 10, T. 30 N., R. 1 W., W.M. H 11+13.00, 17.50 LT H 11+15.45, 4.12 LT NO 1-2" BLOW -OFF ASSEMBLY / q,D0 FYssq< 1A6"EGATENVALVE (FLxFL)' WATER AIN 40%)'SOq< / / / W/ THRUST BLOCKING / A -LINE - (D CO V RY RD.) WL - . —WL, , .PQ— �� _T ___ _ _ _ T__ _T_ __T _____T _ __T_ — 7+AAI a A 117+10.00, 29.00 RT REMOVE EXISTING SERVCE METERS / INSTALL 2-SERVICE CONNECTION 1 IN. DIAM. PER DOUBLE SERVICE CONNECTION / RESIDENTIAL PER CITY DETAIL 2-4 / wL NO 0 O� � -Kt ZZ 771 -- o r_- _ �r BB IV()ABANDON EXISTING pyY 8" AC PIPE gO/ RT TOw�N I ST T76 10 01y� TO 0 30 60 SCALE IN FEET f I I 1 3 -: OH_____ OH_____ OH ----- OH----- ----- OH ----- CHI --- _____ OH_____ OH_____ OH ----- O ____ _____ uh _____ OH__ a O 00 C, 0 Q ` 4 4 0 0 I 00 1 w w BO z I w w� 1 Iw—wow 3 ENLARGEMENT SCALE 0 5 1 ! 0 6 10 SCALE IN FEET WATER LEGEND -----w----- w—EXISTING WATER MAIN w DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. lyc y-E FITTINGS SEE PORT TOWNSEND STD. PLAN 2-15 NO BLOW OFF ASSEMBLY SEE PORT TOWNSEND STD. PLAN 2-8 COMB. AIR RELEASE/AIR SEE PORT TOWNSEND STD. PLAN 2-7 AR* VACUUM VALVE ASSEMBLY 2 IN. 0 WATER METER SEE PORT TOWNSEND STD. PLAN 2-1 + FIRE HYDRANT SEE PORT TOWNSEND STD. PLAN 2-12 N GATE VALVE SEE PORT TOWNSEND STD. PLAN 2-6 THRUST BLOCKING SEE PORT TOWNSEND STD. PLAN 2-10 GENERAL NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. 4. THE CONTRACTOR SHALL BE AWARE THAT WATERLINE DEFLECTION MAY BE REQUIRED TO AVOID PROPOSED AND EXISTING UTILITIES. DEFLECTION AT PIPE AND FITTING JOINTS WALL BE ALLOWED UP TO 5' PER JOINT OR AS RECOMMENDED BY MANUFACTURER, WHICHEVER IS LESS. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER LINE DEFLECTIONS ACCORDINGLY. WATER LINE PROFILE AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. 5. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 6. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 7. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 8. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ESTIMATED UNLESS STATED OTHERWISE. THE CONTRACTOR SHALL VERIFY, LOCATE AND PROTECT ALL UTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION. SHOW ALL ENCOUNTERED UTILITIES ON THE AS-BUILTS. CALL 811 FOR UTILITY LOCATES. 9. ALL WATER MAIN APPURTENANCES, AND THRUST BLOCKS SHALL BE INSPECTED BY THE CITY OF PORT TOWNSEND BEFORE BURY. 10. PROVIDE A SANITARY GAP BETWEEN THE EXISTING AND NEW WATER SYSTEMS. THE CITY OF PORT TOWNSEND WILL TAKE A WATER SAMPLE FROM THE MAIN AFTER DISINFECTION. CONNECTION TO THE EXISTING WATER SYSTEM SHALL BE PERFORMED BY THE CONTRACTOR ONLY AFTER COMPLETING AN ACCEPTABLE HYDROSTATIC PRESSURE TEST AND THE PIPELINE IS DISINFECTED, FLUSHED, AND RECEIPT OR APPROVAL OF WATER QUALITY TEST RESULTS FROM THE LAB. 11. A RUBBER PIPE PLUG SHALL BE USED ANY TIME THE PIPE TRENCH IS LEFT UNATTENDED TO PROTECT AGAINST SOIL INTRUSION AND FLOODING OF THE PIPE. OPEN ENDS OF VALVES SHALL BE PLUGGED OR BAGGED UNTIL EXTENDED WITH PIPE. 12. NO OTHER PARALLEL UTILITIES SHALL BE INSTALLED WITHIN 36" HORIZONTALLY OF ANY ACTIVE WATER LINE UNLESS OTHERWISE APPROVED BY THE CITY. 13. CONTRACTOR SHALL POTHOLE A SUFFICIENT DISTANCE AHEAD OF PIPELAYING TO VERIFY DEPTH OF EXISTING WATER MAINS AND CROSSING UTILITIES AND TO ANTICIPATE ANY NECESSARY CHANGES IN FITTING OR ALIGNMENT. 14. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON. A a q yU REVISIONS DATE BY DESIGNED BY: BCONNOLLY ISSUE DATE: 0i22l2022 DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �o� of WSq��P r F Reds EQE �_� SSrONAI 0�G 10/12/22 ++ 1 A.tY Y Y A N �7L�i ALLIANCE �� 8730TALLONLANENE,SUITE200, LACEY, WASHINGTON 98516 P: 360-352-146 F: COM52-1509 CitBIKEWAY 110�port TownsendSHEET DISCOVERY ROADALL ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: DRAWN BY: NNAYFIELO JOBNo.:Qom+ osss.la No.: p 2J OF 7' 9/20/23 WATER/SEWER PLAN AND PROFILE A 112+00 A 119+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 WT-01_03 -� A 122+12.05, 1.79 RT �.� SEC. 9 & 107T. 30 N. R.1 W., W.M. TAP EX 16: AC WATER MAIN> A 120+48.35, 6.07 RT ` CO #1 1-8"x8"x6" TEE (FLxFLxFL) ` W/8 TAP A 122+35.64, 19.84 RT A 123+98.23, 53.86' LT 1-8" BLIND FLANGE (FOR FUTURE WATER MAIN EXTENSION) 1-8 GATE VALVES (FLxFL) REMOVE EX. GATE VALVE INSTALL 6" 0 SANITARY 1-6" GATE VALVE (FLxFL) 1-45 BEND (FLxFL) 8 DIA ADD BLIND FLANGE SEWER CLEANOUT ASSEMBLY W/ THRUST BLOCKING �Lj� 1-11.25 BEND (FLxFL) 8" DIA PLUG EX. SOUTH WEST WATER MAIN + L RIM:261.88 / 1 8 FLxMJ ADAPTER A -LINE ' ' IE OUT:257.78 (8" SE) DISCOVERY RD �► i , i W/THRUST BLOCKING J� q, `^ PORT TOWNSEND, WA /NO PHYSICAL d' ABANDON EXISTING / DISCOVERY RD.)a'� a ADQR S - 8 AC PIPE A 122+00.00, 6.03 RT DR HYSIC L ( '�' „ „ PHYSI(-, 1-8 MJ x 6 FL TEE DRESS A v' � DDRESS W/ THRUST BLOCKING / o / - O O on TFI � + cM O _ Tn p pCID cfl Pr - --r -- n _ "_ -- - ..� _ _ v 125+00 12 1 grl+,)0 _ _ r 121 +� - _ �+ -- WLR 1 LL UI_LtL I ---�- ¢ W C_I___ - - t� ui W- Z J ---'- V W- -- - O -_ _ _ - _ = LLI OUJ F uj _ < U) 1- (n- 'i Y ' - H)tSICAL A 122+00.00, 33.50 RT `�� \ MH #1 - t � ,� �� A 123+98.23, 72.27' RT ADbRE 1-FIRE HYDRANT ASSEMBLY �� \� ABANDON EXISTING �� '`� 1-6" GATE VALVE (FLxMJ) ��r A MANHOLE / CO 8" AC PIPE ~ PAID AS MOVING EXISTING HYDRANTS �� RIM:262.67 „ / � ( ) IE IN:257.28 (8 NW) 2156 14TH ST A` A 122+05.86 31.69 RTY IE OUT: 257.18 (8" E) FORT TOWNSEND, W/-'1 / 1-COMB. AIR RELEASE/AIR / VACUUM ASSEMBLY 2 IN. 2209 14TH ST .� /VTy / r PORT TOWNSEND, WA M H #1 STA:123+98.23, 72.27' RT SEE PROFILE (THIS SHEET) CO #1 MANHOLE STA:123+98.23, 53.86 LT RIM:262.67 A -LINE I A -LINE INSTALL 6" 0 SANITARY IE IN: 257.28 (8" NW) DISCOVERY RD. 122+00 SEWER CLEANOUT ASSEMBLY IE OUT:257.18 (8" E) (DISCOVERY RD.) _ (DISCOVERY _) RIM:261.88 - - - POTHOLE EXISTING WATER - IE OUT:257.78 (8" SE) PIPE TO CONFIRM SIZE t 270. 270.0 w AND DEPTH. USE w FIN ADDITIONAL DUCTILE IRON APPROX. EX GRADE @ NEW GRADE ®� FITTINGS TO AVOID ANY - - - -- _- �-- - POTENTIAL CONFLICTS 265. .. .. ...: ........ .... .: 265.0 WITH NEW STORM PIPE. I END __------- " STA:124+02.41, 75.00' RT I 126 LF OF 8 ®0.40� 260. . .... : - 5 LF OF 8" ® 0.40%' •o INSTALL 5 L.F. W/ PLUG END RIM: 257.92- E( ) OH - --OH-----OH-----OH----OH---- OH-----OH-----OH�--- nN------OH- APPROX. ;EX GRADE A _ _ 0 OH-----�^ i 1 255. 255.0 �, ENLARGEMENT NEW GRADE ®� oo z � ' SCALE AIR H - �• tF rM-N CD 0 30 60 O . O N r'') Q .F-ir-i 1 0 5 10 N N N to N N co N CJ -----X----- X--__-X-_--- X----- V IN W SCALE IN FEET X-X----- saw 0 6 12 10+00 11 +00 11 +50 SCALE IN FEET 270.0 270. 265. ; ..... ..... ; 265.0 s 260. .......3.�5' MIN: .... .. . ......................................... NEW GRADE ®� _ . - - ........ ................................................... 255.55.0 .... .. ..... .... 2 Y.. .. .. . W ; APPRQX. EX GRADE ®� SEINER SANITARY ARY MATCH EXISTING 8" AC PIPE (ASTM 3034 250.0 } 250. w Y m APPROX. EX GRADE 0 FNEW GRADE ®� : ........... . :... o 245. NEW GRADE 6 LT BACK OF WALK r NEW GRADE ®RT BACK OF WALK MO d'd Nd'.co� Ntn.dd Nf� t�� O M�,►�tD co -.1- Qt�,dO Q�oO.cDO> OO�.N00 Od.OfO �N,Nr'•) NN.NO ln� t[•)r� ►?�'�^ ODrn D NO Nr-) vjrn rl- Go dro - �0000 (0�.�0 O'�)r plr 0))00 C"to - -0000 ��M� ��tl�M t�D•tD� tD��t� sf �r�7� O Ot[� cDcD oDu� 000 O� �� N� �O c000� tCIDc�li to00 Ord 1") cop,) cDpMpp 00 Nn �cD f�N NO OOu7 �d �O� �I� O 0p of t[�u'i tDtf) �t['i' �'cGd � t17� t1")tn r_ L.0 �I is .�1 t17 0)0.0 �� cOD� �c00 ��.�cOD a) al)' �� to(0tOD.cODCD S,C8 �cOD,totto to CD CND COtD,cDCNO tNOCND.cDCNO cNDtD tDtMD cNDcO t'�pcD cNDcND.cNDcD c'�D.cMDCD c'�D.cMDt�D c'�D tototo. to c'�D.c�Dc�O cD.cMDc�D cep cMDcMD ?o NN cVtV cVfV NCV NN NN NCV'NLn C14 NtV NN NN NN NtV NN NtV NN NN NN NN-NN NN NN NN NN NtV NN NN tVtV t'VtV fVN NN egcq Ntv CVfV C4 NN NCN NCV NN CN NN NN NN NN N NN N NN N NN N NN N NN N N N NN w� 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 to W V, 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: B CONNOLLY 06/05/2023 ,�'� A S,4 � � City0f CL ADDENDUM 3 06/07/23 SCJ Ceof `"Asy�- �DRAWN BY: roe No. ALL DIMENSIONS �, �P21, N N BY: LD No9 4 SHOWN IN FEET S C.J ALLIANCE UNLESS OTHERWISE W CONSULTING SERVICES u gum N F u-w% Rm iavmi A INE 0 C % E P LAIN b 9/20/23 DESIGNATED N CHECKED BY: DRAWING FILE No.: FS RF�r STE%,`` V? 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 o ADDENDUMS 1-4 SSAWYER 0699.14VVT-01_03 SI0NAL E� SGALLI P: 360-352-146F:ANCECOM .2-1509 ownsen ( a � 06/05/2 COM �Z WATER LEGEND EXISTING WATER MAIN w DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. it[ FITTINGS SEE PORT TOWNSEND STD. PLAN 2-15 ao* BLOW OFF ASSEMBLY SEE PORT TOWNSEND STD. PLAN 2-8 COMB. AIR RELEASE/AIR SEE PORT TOWNSEND STD. PLAN 2-7 "� VACUUM VALVE ASSEMBLY 2 IN. WATER METER SEE PORT TOWNSEND STD. PLAN 2-1 FIRE HYDRANT SEE PORT TOWNSEND STD. PLAN 2-12 N GATE VALVE SEE PORT TOWNSEND STD. PLAN 2-6 - THRUST BLOCKING SEE PORT TOWNSEND STD. PLAN 2-10 SANITARY SEWER LEGEND EXISTING SANITARY SEWER e EXISTING MANHOLE PVC SANITARY SEWER PIPE 12 IN. DIAM. MANHOLE TYPE 1 WSDOT STD PLAN B-10.20 aee CLEANOUT WSDOT STD PLAN B-85.40 DIRECTION OF FLOW GENERAL NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. 4. THE CONTRACTOR SHALL BE AWARE THAT WATERLINE DEFLECTION MAY BE REQUIRED TO AVOID PROPOSED AND EXISTING UTILITIES. DEFLECTION AT PIPE AND FITTING JOINTS WILL BE ALLOWED UP TO 5' PER JOINT OR AS RECOMMENDED BY MANUFACTURER, WHICHEVER IS LESS. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER LINE DEFLECTIONS ACCORDINGLY. WATER LINE PROFILE AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. 5. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNEC11ON PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 6. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 7. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 8. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ESTIMATED UNLESS STATED OTHERWISE. THE CONTRACTOR SHALL VERIFY, LOCATE AND PROTECT ALL UTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION. SHOW ALL ENCOUNTERED UTILITIES ON THE AS-BUILTS. CALL 811 FOR UTILITY LOCATES. 9. ALL WATER MAIN APPURTENANCES, AND THRUST BLOCKS SHALL BE INSPECTED BY THE CITY OF PORT TOWNSEND BEFORE BURY. 10. PROVIDE A SANITARY GAP BETWEEN THE EXISTING AND NEW WATER SYSTEMS. THE CITY OF PORT TOWNSEND WILL TAKE A WATER SAMPLE FROM THE MAIN AFTER DISINFECTION. CONNECTION TO THE EXISTING WATER SYSTEM SHALL BE PERFORMED BY THE CONTRACTOR ONLY AFTER COMPLETING AN ACCEPTABLE HYDROSTATIC PRESSURE TEST AND THE PIPELINE IS DISINFECTED, FLUSHED, AND RECEIPT OR APPROVAL OF WATER QUALITY TEST RESULTS FROM THE LAB. 11. A RUBBER PIPE PLUG SHALL BE USED ANY TIME THE PIPE TRENCH IS LEFT UNATTENDED TO PROTECT AGAINST SOIL INTRUSION AND FLOODING OF THE PIPE. OPEN ENDS OF VALVES SHALL BE PLUGGED OR BAGGED UNTIL EXTENDED WITH PIPE. 12. NO OTHER PARALLEL UTILITIES SHALL BE INSTALLED WITHIN 36" HORIZONTALLY OF ANY ACTIVE WATER LINE UNLESS OTHERWISE APPROVED BY THE CITY. 13. CONTRACTOR SHALL POTHOLE A SUFFICIENT DISTANCE AHEAD OF PIPELAYING TO VERIFY DEPTH OF EXISTING WATER MAINS AND CROSSING UTILITIES AND TO ANTICIPATE ANY NECESSARY CHANGES IN FITTING OR ALIGNMENT. 14. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE RON. DRAWING No.: DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT WT-2 PORT TOWNSEND, WA SHEET No. WATER/SEWER PLAN AND PROFILE A 119+00 - A 126+00 24 of 71 3 0 0 0 0 Q 0 r 0 O v t rn V 7 O C) O Io �Z 3 W .N v E c> E O U N Q, �o M / N O U 0 oOf a. �z 0 o - Co CV CV � (1U w lw z= J Cif U w A 128+05.00, 23.00 LT 1-2" BLOW -OFF ASSEMBLY CO #3- A 127+45.00, 25.00' LT NSTALL 10 L.F. W/ PLUG END RIM: 256.49 IE OUT:250.94 (8" SE) A -LINE 127+00 0 PHYSICAL "ADDRESS 128+ DISCOV RY RD.) -- - ---11010� �____ � �x p- SEE WT-2 FOR WATER GENERAL NOTES -- - - �_ _ X '� P - -- - - P -- - - _ - _ rY .. _ ... - � ..�. �� .ten WO.. � �.m � � � -P-----P-- - - - SEC. 9 & 101 T. 30 NEI � RE 1 W. W.M. WATER LEGEND fief C5� / MH #3 � � EXISTING WATER MAIN ( e-k � �,,�'� / A 129+25.95, 13.54' LT � � � A 129+05.00 .00 T �e�SU �a INSTALL TYPE 1 SSMH 48" 0 w DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. - " 2 L Q,� �� CONNECT TO EX. 12" SEWER LINE _ 1 CONNECT TO EX 8 WATER MAIN �C o • FITTINGS SEE PORT TOWNSEND STD. PLAN 2 15 1-8" TEE (MJxMJxFL) �� Q r �L / RIM: 255.05 � �� 1-8" GATE VALVE (FLxFL) / IE IN:250.17 (8 SW) // .�� !� Boy BLOW OFF ASSEMBLY SEE PORT TOWNSEND STD. PLAN 2-8 1-22.5 BEND (FLxFL) A 129+42.00, 16.50 LT �� A, � W/ THRUST BLOCKING 1-FIRE HYDRANT ASSEMBLY // J �Q` // / AIR*COMB. AIR RELEASE/AIR SEE PORT TOWNSEND STD. PLAN 2-7 10' MIN 1-6 GATE VALVE (FLxMJ) VACUUM VALVE ASSEMBLY 2 IN. / A 129+42.00, 2.00 LT // �\ / 1-8x6 ELBOW /[CONNECT A 130+97.89, 24.34 RT // J� /� / P�� 0' WATER METER SEE PORT TOWNSEND STD. PLAN 2-1 W/ THRUST BLOCKING 1-SERVICE SADDLE CONNECTION 2110 IS ERY 1 21 10 DISCOVERY RD TO EX. WATER MAIN /j /�/ / 4 -_\9 FIRE HYDRANT SEE PORT TOWNSEND STD. PLAN 2-12 POF�+/ 0, END, / / PORT TOWNSEND, WA GATE VALVE SEE PORT TOWNSEND STD. PLAN 2-6 X----- X-----x---__ x__ THRUST BLOCKING SEE PORT TOWNSEND STD. PLAN 2-10 w 1 9+ U SEEMSi ^e'. v NU A P 1 -- - - _ _- -- --Z+��rJ �- - - _ - ---- ____ 5 L *d* MH #2 21'55 DISC�KRY A 127+45.00, 14.22' LT PORT TOVJAISEND,INSTALL TYPE 1 SSMH 48" 0 � RIM: 257.84 1 � IE IN:250.90 (8" NW) 1425 KATHERINE ST PORT tOWNSEND, WA IE OUT:250.90 (8" NE)` / 1401 KATHERINE ST PORT TOWNSEND, WA SEEMS WOMEN SEEMS SEEMS SEEMS SEEMS MENEM SEEMS SEMEN SEEMS SENSE OPENS! MEMME1 MENEM POTHOLE EXISTING TELEPHONELINETO CONFIRM / -.------------ T w / ��0 PHYSi�,H� ___ -- �'- - _ - ADDRESS '�� Q -w-- / / Gj / ------ `__--- ----w--- ------w-----w- / ! �� A 130+98.14, 38.68 RT -� Z / INSTALL SERVICE CONNECTION 1430 KATHERINE ST 1 IN. DIAM. PORT TOWNSEND, WA �\ � 1515 MCPHLRSON S 1 �1%4� PORT TOWNSEND, WA- •j W I / W M 31+60.00, 24.52 LT REMOVE EXISTING SERVICE METER INSTALL SERVICE ♦ ` 2095 DISCOVERY RD / CONNECTION 1 IN. DIAM. �,`� ♦ PORT TOWNSEND, WA SEEMS SEEMS simmon-now. SEEMS SEEMS SENSE SEEMS E= DEPTH. USE ADDITIONAL DUCTILE IRON FITTINGS TO x---__ __ Q /� �� x�� / 1520 MCP / � ' AVOID ANY POTENTIAL CONFLICTS WITH WATER LINE. - - ;I I � � �� % PORT TOWNSEND,*** ST / + ` y ' n END,�IOJI� ENLARGEMENT ' �'�.+ I B O ♦ SCALE 0 5 10 SCALE IN FEET \ ENLARGEMENT ' - / � ♦ �o I - � w w �► / SCALE _ _1- - - w ♦ SENSE SEEMS SEEMS SENSE SEEMS SEEMS SENSE � SEEMS �.L - ADDITIONAL POTHOLE XISTING D DUCTILE IIRONES TO FITTINGSONFIRM DEPTH. TO AVOID ANY USE 128+00 0 5 10 I POTENTIAL CONFLICTS WITH WATER LINE. 4' SCALE IN FEET 270. MH #2 MH #3 STA:127+45.00, 14.22' LT STA:129+25.95, 13.54' LT INSTALL TYPE 1 SSMH 48" 0 INSTALL TYPE 1 SSMH 48" 265. ... .. ...... ..... ...... ..... ..... ........... RIM: 257.84 CONNECT TO EX. 12" SEWER LINE :IE IN:250.90 (8" NW) RIM:255.05 NEW GRADE :IE OUT:250.90 (8" NE) IE IN:250.17 (8" SW) 260. ............... ...... ......... ..................... ........ .............. ...... .. .................................................. ..................... 3.5' MIN. FIRE HYDRANT r-100 LF OF 8" ASSEMBLY L182 LF OF 8" ® 0.40% I �37 LF OF 8" APPROX. EX GRADE ®� NEW GRADE ®�. MATCH: EXISTING 245. NEW GRADE O' LT BACK OF WALK . NEW GRADE PT BACK OF WALK 8" AC : PIPE 00 U7LO marl) cDc1lI.Q0 cD ,p00 O0N N� u-,U-)0 dam, cDLn.NN 00� CVr- cc. 00 to dr7 0)0 4mr� d� qt00 mO 0)00 d'cD rArM 05pi �d Ocp �r� O)� NOS 800 000) NO Nrn cDrl) NOD 00LO 0CD re)r- 0)r7 000 r-00 MN 0�0 O� dcO rr�0, r� mM �� cD ON NO Nr, �� pMppy �� cDr� r- O1O -N L0Ln (0(D NN cMppM 0)CD -0 flr_ 0000 dur CDC N� r7M O-'NO 0)0 000 a)m 00) O)Q� fnCn NN r-O d'M ON'r-� -r-) a)to t(iDpfd tNpr- N r') M N N " N N clq*to O cD cD (0 ccoo (.0 CD cOD tfi � . 1f) �! . if t if rf �f . rl") rn l t[j ll') , t1'y tl� to to to _ r�C) , tl') to U t l lL') L�Ci , lf� tL7 � . 1� r!) � , N U') to cD tD tD (D cD (D CD CD cD CD CD (D NN fVN CV N'CV(V N" CVN (NN NN CV(N NCV NN "CN eq NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN "CN NN NN NN NN NC-4 NN NN NN NN NN NN NN NN NN NN (V CV NN 126+00 127+00 128+00 129+00 130+00 131 +00 -w__ A al - SANITARY SEWER LEGEND - -- (7" EXISTING SANITARY SEWER 0 00 EXISTING MANHOLE 0 PVC SANITARY SEWER PIPE 12 IN. DIAM. O MANHOLE TYPE 1 WSDOT STD PLAN B-10.20 abo CLEANOUT WSDOT STD PLAN B-85.40 0 DIRECTION OF FLOW .......................+245.0 H Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: 3Z B CONNOLLY 0610512023 ,�� A . S,q � 8 ADDENDUM 06/07/231 SCJ I c t ADDENDUMS 1-4 9/20/23 DRAWN BY: JOB No. N MAYFIELD 1 0699.14 CHECKED BY: DRAWING FILE No.: S SAWYER 1 0699.14 WT-01-03 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED � ,p 3 7 7 p �' FS F�isl�ae C�~ SZONAL 06/05/2 S C.J ALLIANCE CONSULTING SERVICES 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-352-1465 F:360-352-1509 SCJALLIANCE.COM 0 30 60 pQ 5! pp ��pp n r- C) cD L0 cOD d U-) U 00o , / u7 (D � ' � ' �dp Ln ' co co Ln u- V N tf) t!� N N u' . N r� N N CN . N tfj N N �' . U' Cq N N N N "' LO �' U' 0 N N 6 12 132+00 133+00 SCALE IN FEET ...,rotl vl l,�! ownsenc DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA WATER/SEWER PLAN AND PROFILE A 126+00 - A 133+00 DRAWING No.: WT-3 SHEET No. 25OF71 M F- Lu W 2 sn Z O Z Z O U LL Lu W G. INSTALL 1-SERVICE CONNECTION 1 IN. DIAM. TAP EXISTING 6" WATER MAIN REMOVE EXISTING SERVICE METER APPROXIMATE LOCATION OF EX 6" MAIN SHOWN CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION A -LINE (DISCOVERY D 141+0 NOADDRES AL NDAc ADDRESS L SEC. 9 & 10, T. 30 N., R. 1 W., W.M. WATER LEGEND -----w----- w—EXISTING WATER MAIN Co \ _W_DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. v _v FITTINGS SEE PORT TOWNSEND STD. PLAN 2-15 U BLOW OFF ASSEMBLY SEE PORT TOWNSEND STD. PLAN 2-8 rr c COMB. AIR RELEASE/AIR SEE PORT TOWNSEND STD. PLAN 2-7 VACUUM VALVE ASSEMBLY 2 IN. N. rr rr coVERY RD 172T DIwNSEND, NNA ; WATER METER SEE PORT TOWNSEND STD. PLAN 2-1 FOR----�\ 1 FIRE HYDRANT -- SEE PORT TOWNSEND STD. PLAN 2-12 L -X-----X-----X-----x---- f I II = "� 0 30 60 _ 1 _ _ _ 1 SCALE IN FEET " GATE VALVE SEE PORT TOWNSEND STD. PLAN 2-6 _ _ _ _ �sca='=1 -- _ _ _ — - THRUST BLOCKING SEE PORT TOWNSEND STD. PLAN 2-10 - -`_SD_ ---- SD --- - I -SD ----- SD '- 43+00 1 144+00 _ I _ ��'� -I - r - -+- - GENERAL NOTES ------------ ` NO PFIYESSAL ` ADDR NO PHYSICAL ` ADDRESS 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. 4. THE CONTRACTOR SHALL BE AWARE THAT WATERLINE DEFLECTION MAY BE REQUIRED TO AVOID PROPOSED AND EXISTING UTILITIES. DEFLECTION AT PIPE AND FITTING JOINTS WILL BE ALLOWED UP TO 5' PER JOINT OR AS RECOMMENDED BY MANUFACTURER, WHICHEVER IS LESS. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER LINE DEFLECTIONS ACCORDINGLY. WATER LINE PROFILE AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. 5. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 6. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 7. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 8. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ESTIMATED UNLESS STATED OTHERWISE. THE CONTRACTOR SHALL VERIFY, LOCATE AND PROTECT ALL UTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION. SHOW ALL ENCOUNTERED U11LITlES ON THE AS-BUILTS. CALL 811 FOR UTILITY LOCATES. 9. ALL WATER MAIN APPURTENANCES, AND THRUST BLOCKS SHALL BE INSPECTED BY THE CITY OF PORT TOWNSEND BEFORE BURY. 10. PROVIDE A SANITARY GAP BETWEEN THE EXISTING AND NEW WATER SYSTEMS. THE CITY OF PORT TOWNSEND WILL TAKE A WATER SAMPLE FROM THE MAIN AFTER DISINFECTION. CONNECTION TO THE EXISTING WATER SYSTEM SHALL BE PERFORMED BY THE CONTRACTOR ONLY AFTER COMPLETING AN ACCEPTABLE HYDROSTATIC PRESSURE TEST AND THE PIPELINE IS DISINFECTED, FLUSHED, AND RECEIPT OR APPROVAL OF WATER QUALITY TEST RESULTS FROM THE LAB. 11. A RUBBER PIPE PLUG SHALL BE USED ANY TIME THE PIPE TRENCH IS LEFT UNATTENDED TO PROTECT AGAINST SOIL INTRUSION AND FLOODING OF THE PIPE. OPEN ENDS OF VALVES SHALL BE PLUGGED OR BAGGED UNTIL EXTENDED WITH PIPE. 12. NO OTHER PARALLEL UTILITIES SHALL BE INSTALLED WITHIN 36" HORIZONTALLY OF ANY ACTIVE WATER LINE UNLESS OTHERWISE APPROVED BY THE CITY. 13. CONTRACTOR SHALL POTHOLE A SUFFICIENT DISTANCE AHEAD OF PIPELAYING TO VERIFY DEPTH OF EXISTING WATER MAINS AND CROSSING UTILITIES AND TO ANTICIPATE ANY NECESSARY CHANGES IN FITTING OR ALIGNMENT. 14. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON. A q yU REVISIONS DATE BY DESIGNED BY: BCONNOLLY ISSUE DATE: 0i22i2022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �o� oAWSq��P++ o r y F. Reds EQE �_� SSrONAI 0�G 10/12/22 ALLIANCEPORT 8730TALLONLANE-352-1465 F 360-352-1509 GTON98516 P: 360-3SCIALLIANCECOM52-1509 Cit 110� 0 �� TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT TOWNSEND, WA DRAWING No.: 4 DRAWN BY: N NAYFIELO JOB No.: osss.la No.: 26 OF 71 CONFORMANCE 9/20/23 WATER/SEWER PLAN AND PROFILE A 140+00 - A 146+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 WT-04_05 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. 3 A 113+19.48, 37.64 / \ PAVING LEGEND / ' / 2 A 113\ 9.86, 14.75 LT 3B A 114+10.00, 24.00 LT ------- SAWCUT SEE RM-1 (\4' /j 3 PC HMA 27.15 LT HMA CLASS 1/2 IN. PG 58H SEE XS-1 �/ /` 3 A 113+67.58, 24.02 LT / q�OR ICA / ® O INLAY SEE XS-2 / PT 3B A 114+50.00, 24.00 LT / , HMA CLASS 1/2 IN. PG 58H Np 3B A 116+00.00, 24.00 LT A 116+50.00, 24.00 LT TD CEMENT CONC. SIDEWALK PLAN FWSDOT S 0.10 SEE SgET CR-1 FOR �I I I I S / 38 MONOLITHIC CEMENT CONC. WSDOT STD �DITI�IAL DETAILS \ 1 \ A 118+40.00, 24.00 LT 38 PLAN TRAFFIC - 0 \\\\ \�+� �� 50 R - - CURB AND GUTTER - CURB AND SIDEWALK Np O CEMENT CONIC. TRAF WSDOT STD \I111 1111 \ quo FYS'Oq< WSDOT STD 12 112+00 I I L=156.10 I 115+00 116+00 117+Oo PLAN F-10.12 1III III R=570.00 - __ - 114+00 _ _ _A -LINE _ _ S O5 CEMENT CONIC. TRAFFIC CURB A=10=15,'41'29"� - �- + DISCOVERY R�. T- - _ 118+00 \ O 2" CEMENT CONC. WEDGE CURB SEE XS-2 L=114 2 - '' R=356.00=s I O7 GRAVITY BLOCK WALL A=18 27'50° x O8 CEDAR FENCE �� 4 A 114+62.26, 10.50 RT ' o PT 2" CEMENT CONC. qp >YS 7 / A /22 /Z O CURB AND GUTTER�AFFIC WSDOT PLAN FSTD 0.12 oR / orgy cs�v 'p/02 y FSSgC / / / / ♦ R Tp{1NSgR� > 10 2" CEMENT CONIC. TRAFFIC CURB SEE XS-1 O Oh 3B A 114+45.00, 32.99 RT �/ / ♦ F/v A 113+06.98, 18.21 PC 11 / ` �NSFNO T\ \ /� / / ApRT,Tpwp�ygR Wq ycPj 11 CO CEMENT SEE XS-2 A 113+07.87, 22.20 RT 11 p / q k�o / / ♦ NSFyO ST `♦ PAVEMENTEXTURED CEMENT CONIC. A 113+10.02, 31.48 RT 6 O T �yN�1gRQ ♦ 4 A 114+20.81, 15.33 RT �o P 7.p yp ♦ 16 FOOT WIDE, 4�NCH COMPACTED / / CEMENT CONIC. PAVEMENT SEE L1.0 / \ SFyO S �QcJ�� OI�N FN ST `DEPTH CSBC DRIVEWAY CONNECTION / 06 GRASSCRETE SEE SPECIAL A 113+11.44, 38.29 RT 3B ♦ O�P / Q wq ♦ y o 30 6o PROVISIONS 8-05 ♦ / / SCALE IN FEET ♦ A 114+20.24, 26.32 RT ♦ SEE SHEET CR-2 FOR ♦ 4" COMPACTED DEPTH P 113+28.12, 33.95 RT 36 6 PT ♦ ADDITIONAL DETAILS / / ` CSBC DRIVEWAY 2 H 10+30.00 ` ` / CEMENT CONIC. DRIVEWAY A 113+60.01, 32.20 RT 7 (6" CONC. DEPTH) 3.0 FT MAX HEIGHT / 7 A 113+84.98, 32.24 RT ♦ FROM TOP OF WALK TO CEMENT CONIC. BIKE RAMP ♦ EXISTING GRADE (FILL) (4" CONIC. DEPTH) *DETECTABLE WARNING WSDOT STD � \ \ SURFACE PLAN F-45.10 A 120+90.00, 12.00 LT \ \ * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED 1 A 123+32.05, 9.50 LT & RT BEGIN TAPER 4 SEE SHEET CR-4 FOR IN INSTANCES WITHOUT A CEMENT CONIC. CURB RAMP. CEMENT CONIC. / BEGIN TAPER ADDITIONAL DETAILS CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. A 120+50.00, 24.00 LT 38 A 121+3000, 9.50 LT \ 2302 DISCOVERY RD SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. NO PHYSICAL / / 1 4 END TAPER/BEGIN r \ PORT TOWNSEND, WA ADDRESS / NO PHYSICAL ` 10 FT TRANSITION FROM 2" CATCH BASINS, SEE PLAN AND ADDRESS A -LINE PHYSIC ` CURB AND GUTTER TO 6" /7 PROFILES FOR FURTHER DETAILS (DISCOVERY RD.) ADDRESS + �� / i o ,. >.• ... �.-., a ... 0 O rn W 120+00 121+00 122+00 12 125+00 12 Q� LULU z a Z _ I- - U W su I /., QLIJ 3 - A 122+00.00, 13.00 RT 4 i ,' \\ \ co A 124+72.00, 10.50 RT'� NO PHYSICAL AP A 122+69.97, 3B lr� 4 ADDRESS �� 2209 14TH ST 32.31 RT ��\\ ��\� V� END TAPER ♦` 3 \ 3B A 119+40.00, 34.00 RT �� ORT TOWNSEND, WA /A 123+00.00, 17.00 RT + 2166 14TH ST O A 122+00.24, 23.00 RT 6 AP 4 �� \ ` PORT TOWNSEND, WA \ �O AP A 122+9971, 2700 RT I 2156 14TH ST .. _ A 122+30.00, 13.00 RT 6 �9 AP 4 A 123+1500 3400 RT 3B �� '� g A 124+44.95, 25.00 RT PORT TOWNSEND, WA AP AP 73T A 122+29.71, 23.00 RT 2209 14TH ST 6 AP PORT TOWNSEND, WA E 20+28.00 2 ��" ADDITIONAL DETAILSOR 10 FT TRANSITION FROM 6" \ y\ CURB AND GUTTER TO 2" s7 �/ \ / =0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: g NwEYRAucH 0i22i2022 �(A.Sq� �� DISCOVERY ROAD ALL DIMENSIONS ° °F WAS"'"s��, � `++ Cltyo f Port* BIKEWAY ROADWAY & SIDEWALK PROJECT IV-1 DRAWN L JOB0699 SHOWN IN FEET � CJ ALLIANCE D HALL osss.la UNLESS OTHERWISE P o PORT TOWNSEND, WA CONFORMANCE TownsendSHEET No.: yU 9/2G/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 PAVING PLAN (ADDENDUMS 1-4) SSAWYER 0699.14 PV-01 SSrONAI 0�G P: 360-35C1ALLIANCE COM52-1509 27 OF 71 = 10/12/22 A 112+00 A 126+00 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. - - / /, ♦ ♦ U 41+01.00, 13.00 RT 4 PAVING LEGEND SAWCUT SEE RM-1 _ Oi HMA CLASS 1/2 IN. PG 58H SEE XS-1 J Al J5 INLA 0 30 60 ��y�j�'� HMAYCLASS 1/2 IN. PG 58H SEE XS-2 SCALE IN FEET / xi Co // / �P,�p CEMENT CONIC. SIDEWALK p AN FS 0.10 / 2110 DISCOVERY RD U 41+01.00, 13.00 LT 4/®/ Q / 2110 DISCOVERY RD PORT TOWNSEND, WA O MONOLITHIC CEMENT CONIC. WSDOT STD NO PHYSICAL // PORT TOWNSEND, WA // / / 38 CURB AND SIDEWALK PLAN F-30.10 / ADDRESS A -LINE j A 130+56.08, 12.00 LT a l / A I1303+ O CEMENT CONC. TRAFFIC WSDOT STD / DISCOVERY RD.) 4 - CURB AND GUTTER PLAN F-10.12 I BEGIN TAPER r WSDOT S 1 O5 CEMENT CONIC. TRAFFIC CURB � - TD PLAN F- 0.12 o �x o 129+00 / o F- O 2" CEMENT CONC. WEDGE CURB SEE XS-2 128+00 131+0 c,) w Lu Q w 00 _ _T _ } -� - + - - - - 1 2+00 13_ w x O7 GRAVITY BLOCK WALL WLu z Co Z = - _ _ = = _ - ---_ _ _ _ _ _ x O CEDAR FENCE U _ 5 =- _ x-'� - i s U LU W O9 2" CEMENT CONC. TRAFFIC WSDOT STD - a ♦ ADDRESS L LL- CURB AND GUTTER PLAN F-10.12 NO / ♦ I / 10 2" CEMENT CONC. TRAFFIC CURB SEE XS-1 /25LF 8 / / 8 28LF ��/ '55 DISCOVERY RD / / / 11 DUAL. FACED CEMENT 21/ 14KATHERINE ST / /ham\ `= CONIC. TRAFFIC CURB SEE XS-2 PORT TOWNSEND, WA 1425 KATHERINE ST PORT TOWNSEND, WA 1515 MCPHERSON ST / ♦♦ PORT TOWNSEND, WA / / PORT TOWNSEND, WA (\� AVEMRND CEMENT CONIC. � ♦ / / M 31+66.99, ♦ 2095 DISCOVERY RD �/ / ENDD TAPER LT PER 1 ♦ `T TOWNSEND, WA CEMENT CONIC. PAVEMENT SEE L1.0 / 1401 KATHERINE ST ♦COPORT TOWNSEND, WA ` � / ♦ SEE SPECIAL ` �� _ , ♦ GRASSCRETE / / `♦ ♦♦ / / ♦ ♦ �v O / 1520 MCPHERSON ST Co / PROVISIONS 8-05 PORT TOWNSEND, WA 4" COMPACTED DEPTH / �/ / ♦ ♦ ♦ `� �� / ,/ CSBC DRIVEWAY SEE SHEET CR-7 FOR Q / P / CEMENT CONIC. DRIVEWAY ADDITIONAL DETAILS T 51+12.00 2 / M 30+4 BEGIN TAPER 1 gV / / SEE SHEET CR-5 & CR-6 6" CONIC. DEPTH) \ / ♦ _ FOR ADDITIONAL DETAILS 31+30.00 CEMENT CONC. BIKE RAMP (4" CONC. DEPTH) /V 2 T 51+42.15 / *DETECTABLE WARNING WSDOT STD I / , , / SURFACE PLAN F-45.10 O / / T 51+02.00, 20.00 LT 4 ` / � / / / / 1 * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED I 4 T 51+32.15, 27.00 RT / A 137+95.00, 18.00 LT 3B 1 ` ♦ IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. A 137+94.86, 10.94 LT I I CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. PJ� 115 AUSTIN SEND, WA / / �O L=17.86 L=431.29 / PC 1 1 I I A 139+72.23, 24.00 LT 3 \202.0 SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. �eI / �'1,�•2,�5F, / PORT TOV'1L=17.64 / / R=50.00 1 R=3529.04 A 137+75.00, 11.97 RT 9 I PT OR A 133+55.20, 32.14 LT 3 O� / R=50.00 / / A=20-28'01.1 A=7'00'08" PL \ CATCH BASINS, SEE PLAN AND ADDRt�' 0 2013'10" / oNYSv'� , D06 UEEN ANNEwA A 137+65.43, 12.12 PT 9 PL A 139+45.00, 1800 LT 36 �O PROFILES FOR FURTHER DETAILS Qp r - / " T 51+14.66, 23.84 RT 2 o*NSEA� 137+13.69, 10.00 LT N ANN 4 1 T U NN A 139+45.11, 12.11 LT 1 PRC A 135+43.87, 24.00 LT - PT 1 ORT� OWN END, WA 12 QUEENPTI 1 PT PL o _ - - 3 PC A 137+00.00,� OR T TOWN QUEEN ANNE P4 6 PL M W----___ , ; - - 13.08 RT 9 L2O ORT TOWNSEND, W 2P ?\,yN EM J _A \ ND W 1 U) 00 135+DO 136+00 - Z� - - --+- -I I --- 13+00 - a _ o -- 15.00 - - _ - 138+0LLJ o A -LINE 39+ . COVERY . -I� - 1 00 _ n , �� co _ -� Q� 12.00 L - - - --�T/- L-168.51 - J= R=3478.00 co A=2'46'33" A 137+13.69, 27.00 RT 6 / / - U W LOGAN ST PT / / RL2007.00 A 139+00.00, W A 135+43.87, 27.00 RT 1603 A / �- /� PC 6 TQWNSEND, A 137+73.02, 33.50 RT 3B N 3B DI�OOVERY RD - \ PORT A=413'35" 31.75 RT 2009 WA 'D �/! L=169.09 /�' r r A _ PORT TOWNSEND, �� R=3490.00 cO A 137+95.38, 11.55 RT A 139+44.93, 10.39 RT O A 135+95.71, 14.62 RT = 4 L=14950 PT 4 PC 4 /6TysT `A=\ '33" O A 137+95.72, 26P 5 RT 6 A=4'13135" A 139+44.82, 24.89 RT s O� _ PC PT =o REVISIONS DATE BY DESIGNED BY: ISSUE DATE. DRAWING No.: a DISCOVERY ROAD MWEYRAUCH 8i2212022 ALL DIMENSIONS °°�°AAA q�`++ Ir BIKEWAY ROADWAY &SIDEWALK PROJECT PV-2 y� DRAWN BY: JOB No.: ` o 1poft D HALL 0699.14 SHOWN IN FEET ALLIANCE PORT TOWNSEND, WA - q UNLESS OTHERWISE Townsen SHEET No. ,!,-CONFORMANCE PLANOS 9I20I23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 PAVING PLAN p ,I (ADDENDUMS 1-4) SSAWYER 0699.14 PV-01 SSIONAL 0 P: 360-352-146 F: COM52-1509 2° OF 7' -1 ��= 10/12/22 A 126+00 - A 140+00 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. C 61+00.00, 12.31 LT C 60+99.97, 21.86 LT A 142+52.61, 25.25 LT 2.0 FT MAX HEIGHT FROM TOP OF WALK TO EXISTING GRADE (CUT) \ y SEE SHEET CR-8 FOR pHYgICAL ADDITIONAL DETAILS NDADDRESS / A -LINE _ --_--- (DISCOVERY RD.) 1 _ 141+0 - -- - - _ - A 141+71.78, 25.00 RT PC 6 ND pHYSICA� ADDRESS A 141+84.66, 26.22 RT 6 PT / A 142+15.95, 32.57 RT PC 142+00 85 R Q Ci 6 43+00 C 61+10.00 0 30 60 SCALE IN FEET O W _w Q U) w cn Z = Lil J H— ------ 4 A 143+85.00, 12.00 RT / ` 6 A 143+85.00, 23.50 RT YSICA� / ` NDADDRESS ND PHYSICAL � � / I ADDRESS 4 C 61+00.00, 11.46 RT \ I \ A 144+53.00 2 1726 'ypwNSEND, WA E ND D�DRT // A 143+85.00 \I BEGINAso 1 --- cl- SEE SHEET CR-9 FOR �Q ADDITIONAL DETAILS / I - - - A 148+54.96, 16�50 LT - - - - / 1 A 146+24.98, 14.50 LT END 1 2 / I 21- 4 CD �nnnnB7t7� o �i� /BnnF `-----L--- — -------------------------------------- + ------------------------- I_ CO ------------------------- w --------------------- --- - --- - - - — -------------------------------------- w 6n 0 147+00 148+00 E3 149+00 M - - 150+00 151+00 152+00 __-------_� _ _--� - -_ _� -- ----_ _______r__--_ _-----=r=- = W cc— cc= 7 TTTT� -----� U) — — — — — — — —Tr------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — = 5 —^r Ty— may— -)_-« �, — __— NO PHYSICAL ADDRESS / BIKES SPPROACH RAMPLDETAIL END APPROACH RAMPT A 148+90.00, 37.34 RT BEGIN APPROACH RAMP END FULL DEPTH REMOVAL 1 BEGIN FULL DEPTH REMOVAL A 150+44.00, 37.11 RT A MATCH EXISTING BEGIN FULL DEPTH REMOVAL i MATCH EXISTING A 149+04.00, 37.32 RT RELOCATED BOLLARDS A 151+36.00, 36.97 RT SEE SHEET RM-3 FOR LIMITS END APPROACH RAMP i i END CEMENT CONC. SIDEWALK SEE SHEET XS-1 FOR PAVING BEGIN CEMENT CONC. SIDEWALK / BEGIN APPROACH RAMP DEPTHS AND FURTHER DETAIL END FULL DEPTH REMOVAL // BEGIN FULL DEPTH REMOVAL A 151+14.00, 37.01 RT END FULL DEPTH REMOVAL PAVING LEGEND - - - - - - - SAWCUT SEE RM-1 O HMA CLASS 1/2 IN. PG 58H SEE XS-1 ®O 2 INLAY SEE XS-2 HMA CLASS 1/2 IN. PG 58H O CEMENT CONIC. SIDEWALK WSDOT STD PLAN F-30.10 38 MONOLITHIC CEMENT CONC. WSDOT STD CURB AND SIDEWALK PLAN F-30.10 OCEMENT CONC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 O5 CEMENT CONC. TRAFFIC CURB WSDOT STD PLAN F-10.12 O 2" CEMENT CONC. WEDGE CURB SEE XS-2 O7 GRAVITY BLOCK WALL x O8 CEDAR FENCE O2" CEMENT CONC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 10 2" CEMENT CONC. TRAFFIC CURB SEE XS-1 11 DUAL -FACED CEMENT SEE XS-2 CONC. TRAFFIC CURB TEXTURED CEMENT CONIC. PAVEMENT CEMENT CONC. PAVEMENT SEE L1.0 GRASSCRETE SEE SPECIAL PROVISIONS 8-05 4" COMPACTED DEPTH CSBC DRIVEWAY CEMENT CONC. DRIVEWAY (6" CONC. DEPTH) CEMENT CONC. BIKE RAMP (4" CONC. DEPTH) *DETECTABLE WARNING WSDOT STD SURFACE PLAN F-45.10 * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED IN INSTANCES WITHOUT A CEMENT CONIC. CURB RAMP. CEMENT CONC. CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. O CATCH BASINS, SEE PLAN AND PROFILES FOR FURTHER DETAILS 0 REVISIONS DATE BY DESIGNED BY: AWEYRAUCH ISSUE DATE: oso6zozs DIMENSIONS°� SHOWN IN FEET UNLESS DESIGNATED DESIGN DESIGNATED �j A.Sq� " „ F REiE ti=8730TALLON SSroNAI ECG 06/05/2 _�_ �� SCJ ALLIANCE �LL10N�JI� LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P:360-352-1465 CECOM52-1509 Alt fBIKEWAY Port Townsend DISCOVERY ROAD ROADWAY &SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: PV-3 ® ADDENDUM 2 06 05 23 //ALL SCJ DRAWN BY: D HALL JOB No.: 0699.14 SHEET No.9/20/23 ,I 29 OF 7' PAVING PLAN A 140+00 - A 152+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14PV-01 PAVING LEGEND O HMA CLASS 1/2 IN. PG 58H ® O INLAY HMA CLASS 1/2 IN. PG 58H O CEMENT CONC. SIDEWALK ® 3B MONOLITHIC CEMENT CONC. CURB AND SIDEWALK TEXTURED CEMENT CONIC. PAVEMENT CEMENT CONC. PAVEMENT GRASSCRETE 4" COMPACTED DEPTH CSBC DRIVEWAY CEMENT CONC. DRIVEWAY (6" CONIC. DEPTH) CEMENT CONC. BIKE RAMP (4" CONIC. DEPTH) ® *DETECTABLE WARNING PLATE SEE XS-1 / SEE XS-2 p WSDOT STD A 113+19.48, 37.64 LT 3 PLAN F-30.10 p WSDOT STD PLAN F-30.10 � A 113+19.87, 38.63 LT / ELEV: 261.31 SEE L1.0 ` SEE SPECIAL `� A 113+09.83, 42.13 LT PROVISIONS 8-05 ELEV: 261.45� WSDOT STD PLAN F-45.10 * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. CONSTRUCTION NOTES (PER PAVING PLANS LEGEND) OCEMENT CONC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 O5 CEMENT CONC. TRAFFIC CURB WSDOT STD PLAN F-10.12 O 2" CEMENT CONC. WEDGE CURB 11 DUAL -FACED CEMENT CONIC. TRAFFIC CURB 0 5 10 SCALE IN FEET SEE XS-2 SEE XS-2 A 113+14.04, 22.23 LT / ELEV: 261.54 MATCH EXISTING / 113+15.45, 29.74 ELEV:260.83 RT 11 / A 113+10.42, 31.34 RT A 113+00.07, 27.02 LT /i _ _ / / / ELEV: 261.08 ELEV: 261.30 MATCH EXISITNG / A 113+08.16, 23.14 ELEV: 260.99 RT / A 112+96.26, 27.25 RT ELEV: 261.21 I I I _ j, I I I I lI 11 /I I V I I ELEV: 261.23 0 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 1012212022 ALL DIMENSIONSco IN FEET '<j A.S4� °F WAS"'"sF�, � � �� `++ CJ ALLIANCE Cltyo fport DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: CR 1 DRAWN BY: M WEYRAUCH JOBNo.:SHOWN 0699.14 No.: UNLESS OTHERWISE DESIGNATED P ,� F. Reds EQE �_� SSroNAL 8730TALLONLANENE,SUITE200, LACEY, WASHINGTON 98516 TownsendSHEET 9/20/23 CURB RAMP AND INTERSECTION DETAILS CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14 CR-01_05 ECG 10/12/22 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM 30 OF 71 H 11+22.00, 37.00 R ELEV: 256.66 a //\I H 11+16.00, 37.00 RT TRANSITION FROM FLUSH CURB PAVING LEGEND a ELEV: 256.75 TO 2° WEDGE CURB. H 11+33.00, 37.00 RT 4 ELEV: 256.35 RAMP \�/ O HMA CLASS 1/2 IN. PG 58H SEE XS-1 H 11+23.00, 37.00 RT ELEV: 256.50 H 11+22.00, 27.00 RT TIMBERRAILRAIL ® O INLAY SEE XS-2 HMA CLASS 1/2 IN. PG 58H H 11+33.00, 27.00 RT ELEV: 257.18 ELEV: 257.02 a SEE LANDSCAPE PLANS �� a O3 CEMENT CONC. SIDEWALK WSDOT STD PLAN F-30.10 p ® 3B MONOLITHIC CEMENT CONC. WSDOT STD CURB AND SIDEWALK PLAN F-30.10 H 11+39.50, 27.00 RT 5 I ELEV: 257.05 H 11+23.00, 27.00 RT TEXTURED CEMENT CONC. PT/6" TALL CURB I ELEV: 257.03 PAVEMENT I a p H 11+16.00, 27.00 RT ELEV: 256.93 a 0 CEMENT CONC. PAVEMENT SEE L1.0 S GRASSCRETE SEE SPECIAL PROVISIONS 8-05 L=23.56 4" COMPACTED DEPTH R=15.00 23.00 12.50 T 6 H 11+ R a CSBC DRIVEWAY A-90'00'01" °� ELEV: 257.28 H 11+09.65, 12.00 RT 0 CEMENT CONC. DRIVEWAY °o° 5 (6" CONC. DEPTH) H 11+33.00, 14.64 RT _ ELEV: 256.65 CEMENT CONC. BIKE RAMP ELEV: 257.40 (4" CONC. DEPTH) FLUSH CURB H 11+24 50, 12.00 RT ELEV: 257.31 *DETECTABLE WARNING WSDOT STD ® I� PT PLATE PLAN F-45.10 w a * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED Z off IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. �I > CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. Q H 11+16.00, 12.00 RT SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. 10 ELEV: 257.19 RAMP _ PT CONSTRUCTION NOTES _ _ (PER PAVING PLANS LEGEND) RAMP \ y "�o 4 CEMENT CONC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 H 11+33.00, 14.64 LT ELEV: 257.58 H 11+24.50, 12.00 LT ELEV: 257.44 H 11+16.00, 12.00 LT \ WSDOT STD O5 CEMENT CONC. TRAFFIC CURB PLAN F-10.12 FLUSH CURB PT ELEV: 257.31 PC O6 2" CEMENT CONC. WEDGE CURB SEE XS-2 0 5 H 11+05.01, 12.00 LT t ELEV: 256.76 L=23.56 0°0°0° I R=15.00 ° ° H 10+65.00, 12.00 RT A=89'59'59" ELEV: 256.21 6 H 11+23.00, 12.50 LT \ BEGIN TAPER ELEV: 257.42 DEPRESSED CURB (THROUGH DRIVEWAY p \ 36 H 120.00 LT ELEV:V: 25 257.35 \ H 11+23.00, 27.00 LT p 11+22.00, 27.00 LT \ ELEV: 257.47 H 11+39.50, 27.00 LT 5 I ELEV: 257.49 ELEV: 257.32 H 11+16.00, 27.00 LT �y\y PC/6" TALL CURB I ELEV: 257.38 TRANSITION FROM 2" WEDGE CURB y \l2 H 11+33.00, 27.00 LT --RAMP I TO FLUSH CURB. �Q ELEV: 257.64 H 11+22.00, 32.00 LT CPJ ELEV: 257.32 H 11+23.00, 32.00 LT H 11+16.00, 32.00 LT H 10+65.00, 12.00 LT \ ELEV: 256.44 ELEV: 257.15 a ELEV: 257.41 BEGIN TAPER I H 11+33.00, 32.00 LT \ H 10+40.00, 9.75 RT ELEV: 257.00 p ELEV: 256.02 BEGIN TAPER MATCH EXISTING I a � \ \ \ I H 10+40.00, 10.28 LT ELEV: 256.19 \ END TAPER MATCH EXISTING 0 5 10 SCALE IN FEET 0 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10012022 JOB No.: 0699.14 DRAWING FILE No.: ALL DIMENSIONS°� SHOWN IN FEET UNLESS OTHERWISE DESIGNATED '<j A.S'j WAS"'"sF�, P o ,� F. Reds EQE �_� SSrONAI ,�� w ` `++ 'kiwi ALLIANCE 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CItyo fPort, TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: CR 2 DRAWN BY: D HALL No.: 9/20/23 CURB RAMP AND INTERSECTION DETAILS CHECKED BY: (ADDENDUMS 1-4) SSAWYER 0699.14 CR-01_05 ECG 10/12/22 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM 31 OF 71 _A -LINE 121+00 - - - - - -�- - - - - -�- - - - - -- (DISCOVERY RD.) E 21+14.50, 26.00 LT 5 DEPRESSED CURB THROUGH DRIVEWAY ELEV: 257.21 PC/6 " TALL CURB L=23.56 L=23.56 r E 21+14.49, 28.05 RT R=15.00 R=15.00 ELEV: 258.45 4=9000'00" 0=30*00,01" PT/6" TALL CURB 0 5 10 SCALE IN FEET E 21+08.00, 13.64 LT E 21+08.00, 15.64 RT E 21+08.00, 31.00 LT E 21+08.00, 26.00 LT ELEV: 258.12 ELEV: 258.56 E 21+08.00, 33.00 RT- ELEV. 21+08.00, 48.05 RT ELEV: 257.48 ELEV: 257.87 FLUSH CURB I ELEV: 258.88 4 FLUSH CURB ELEV: 259.40 AP E 20+98.00, 26.00 LT ELEV: 258.02 �p E 21+08.00, 28.00 RT 20+99.50, 11.00 LT I ELEV: 258.87 TRANSITION FROM 2" WEDGE ELEV: 258.28 RAMP E 20+98.00, 28.00 RT 6 E 20+98.00, 48.28 RT CURB TO FLUSH CURB. PT ELEV: 259.02 ELEV: 259.55 E 20+99.50, 13.00 RT AP o TRANSITION FROM FLUSH CURB E 20+98.00, 31.00 LT E 20+98.00, 11.50 LT 6 + ELEV 258.64 6 E 20+98.00, 13.50 RT ELEV: 257.63 ELEV: 258.30 I PC ELEV: 258.67 TO 2" WEDGE CURB. a o0 00 p a O O E 20+94.03, 11.00 ET E 20+94.03, 13.00 RT 00 a 20+ 8.00 3 .00 RT p 4 00 ELEV: 258.37 I ELEV: 258.72 �o ELEV: 259.03 d p 00 PC PT o o D p a 0 0 E 20+97.00, 31.00 LT 63 R E 20+97.00, 33.00 RT ELEV: 257.79 39 R I ELEV: 259.20 E 20+92.49, 48.49 RT E 20+86.87, 28.73 LT 3B E 20+97.00, 26.00 LT RAMP E 20+97.00, 28.00 RT APV: 259.82 ELEV: 257.98 ELEV: 258.03 ELEV: 259.03 E 20+90.14, 11.00 LT E 20+91.62, 13.00 RT ELEV: 258.41 ELEV: 258.77 PAVING LEGEND E 20+79.69, 11.00 LT / ELEV: 257.83 5 / O HMA CLASS 1/2 IN. PG 58H SEE XS-1 / 5 E 20+85.23, 13.00 RT INLAY ELEV: 258.19 ® O HMA CLASS 1/2 IN. PG 58H SEE XS-2 WSDOT TID O CEMENT CONC. SIDEWALK PLAN FS 0.10 00 LT ® 3B MONOLITHIC CEMENT CONIC. WSDOT STD E 20+63.00, 11. ELEV: 00 LT CURB AND SIDEWALK PLAN F-30.10 51 END TAPER / / TEXTURED CEMENT CONC. / PAVEMENT CEMENT CONC. PAVEMENT SEE L1.0 / GRASSCRETE SEE SPECIAL PROVISIONS 8-05 4" COMPACTED DEPTH CSBC DRIVEWAY A5 CEMENT CONIC. DRIVEWAY (6" CONC. DEPTH) CEMENT CONIC. BIKE RAMP o (4" CONIC. DEPTH) E 20+63.00, 13.00 RT *DETECTABLE WARNING WSDOT STD ELEV: 257.41 ® PLATE PLAN F-45.10 E 20+38.00, 8.55 LT END TAPER / * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED BEGIN TAPER MATCH EXISTING IN INSTANCES WITHOUT A CEMENT CONIC. CURB RAMP. CEMENT CONC. CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. 3 SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. i CONSTRUCTION NOTES 3 / (PER PAMNG PLANS LEGEND) � O CEMENT CONIC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 E 20+38.00, 11.26 RT O5 CEMENT CONIC. TRAFFIC CURB WSDOT STD / / PLAN F-10.12 - BEGIN TAPER MATCH EXISTING O6 2" CEMENT CONC. WEDGE CURB SEE XS-2 =0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: MWEYRAUCH 1012212022 ,�-( A.Sq� �� DISCOVERY ROAD ALL DIMENSIONSco °� °F WAS"'"s��, � `++ Cltyo fpo rt BIKEWAY ROADWAY & SIDEWALK PROJECT CR 3 DRAWN BY: JOB No.: SHOWN IN FEET CJ ALLIANCE 3n DHALL 0699.14 UNLESS OTHERWISE P PORT CONFORMANCE �� TownsendSHEET No.: yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F. Reds EQE �_� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CURB RAMP AND INTERSECTION DETAILS (ADDENDUMS 1-4) SSAWYER 0699.14 CR-01_OS SSroNAL ECG P: 360-352-1465 F: 360-352-1509 10/12/22 OF 7 1 32 ,I - SCIALLIANCE.COM i PAVING LEGEND CONSTRUCTION NOTES X A 123+52.62, 1.18 LT (PER PAVING PLANS LEGEND) 1 R 10 ELEV: 262.21 2" CURB O HMA CLASS 1/2 IN. PG 58H SEE XS-1 O CEMENT CONC. TRAFFIC WSDOT STD 4 INLAY CURB AND GUTTER PLAN F-10.12 10 A 123+52.64, 0. p ® O SEE XS-2 \ ELEV: 262.21 O HMA CLASS 1/2 IN. PG 58H OS CEMENT CONIC. TRAFFIC CURB WSDOT STD PLAN F-10.12 CEMENT CONIC. SIDEWALK PLAN FWSDOT S 0.10 O6 2" CEMENT CONIC. WEDGE CURB SEE XS-2 /� 10 A 123+87.00, 4.00 LT ® 3B MONOLITHIC CEMENT CONIC. WSDOT STD \ O 9 ELEV: 262.60 CURB AND SIDEWALK PLAN F-30.10 O 2" CEMENT CONIC. TRAFFIC WSDOT STD 0, l� 4 AP TEXTURED CEMENT CONIC. ® CURB AND GUTTER PLAN F-10.12 t� A 123+87.00, 15.50 LT 0 5 10 �L 4 ELEV: 262.37 SCALE IN FEET PAVEMENT ® 10 2" CEMENT CONIC. SEE XS-1 p fQ AP CEMENT CONC. PAVEMENT SEE L1.0 TRAFFIC CURB \ TRANSITION FROM 6" TALL CURB AND GUTTER TO FLUSH CURB GRASSCRETE SEE SPECIAL p AT TOP OF LANDING PROVISIONS 8-05 � Q 4" COMPACTED DEPTH A 123+87.00, 14.50 RT 9 \ A 123+87.00, 3.00 RT A 123+97.00, 15.50 LT CSBC DRIVEWAY ELEV: 262.39 p 10 ELEV: 262.62 ELEV: 262.89 CEMENT CONIC. DRIVEWAY AP AP A 123+97.00, 18.00 LT (6" CONC. DEPTH) ELEV: 262.82 CEMENT CONIC. BIKE RAMP a \ A 123+97.00, 24.00 LT (4" CONIC. DEPTH) ELEV: 262.90 j j l A 123+74.00, 27.00 RT \ p I I I I ELEV: 262.83 A 124+07.00, 15.50 LT \ ELEV: 262.99 I I I A 123+74.00, 28.00 RT I I I I ELEV: 263.00 RAMP A 124+07.00, 18.00 LT I - A 123+75.56, 34.00 RT A 123+97.00, 4.00 L 0° ELEV: 262.92 }� - ELEV: 263.11 ELEV: 263.12 00 LANDING \ o° A 124+07.00, 24.00 LT A 123+53.14, 65.46 RT TRANSITION FROM 2" TALL o0 ELEV: 263.00 A 123+44.13, 81.58 RT MATCH EXISTING I o MATCH EXISTING I WEDGE CURB TO FLUSH CURB 000 TRANSITION FROM FLUSH CURB A 123+88.00, 27.00 RT A 123+97.00, 3.00 RT °o AT TOP OF LANDING TO 6" ELEV: 263.13 6 ELEV: 263.14 \ o LANDING °° p' TALL CURB AND GUTTER ?6 A 123+88.00, 28.00 RT RAMP °° 4 ELEV: 263.14 A 123+97.00, 14.50 b <' °00 A 124407.00 4 A 124+2 250,, 15.50 LT �6 A 123+88.00, 34.00 RT ELEV: 262.91 00 \ $ 0° AP o ELEV: 263.30 ELEV: 263.23 p 00 0 0 °� p A 123+88.00, 36.12 RT A 123+97.00 ELEV: 263.26 _ELEV: 263.20 0 4 00\ ° A 12407.00, 4.00 LT 10 A 124+07.00, 3.00 RT 0 . \ ELEV: 263.22 2" CURB 00 Q ELEV: 263.24 o RAMP A 123+88.00, 17.00 RT 00 10.5 R ELE7 V. 262.98 000 U1igNG p A 123+75.49, 59.97 RT TRANSITION FROM 2" TALL CURB 00 \ AND GUTTER TO FLUSH CURB °o AT TOP OF LANDING 000 RAMP \ 10 A 124+16.96, 4 L ° A 124+17.00, 3.00 RT 10 ELEV: 262.82 ELEV: 262.84 AP A 123+69.79, 85.34 RT A 124+07.00, 14.50 RT AP \ CUL DE SAC RADIAL POINT ELEV: 263.01 4 TRANSITION FROM FLUSH CURB A 12405.00, 36.12 RT AT TOP OF LANDING TO 2" \ p 3TALL CURB AND GUTTER 9 A 12417.00, 14.50 RT 4 A 12410.00, 36.12 RT ELEV: 262.61 ELEV: 263.48 AP 2 00, 17.08 RT ELEV: 263 p \ .55, 13.00 L 4 A 123+93.42, 74.47 RT ELEV: 262.9 LLu 4 \ Lu A 124+16.00, 28.11 RT \ w H A 124+00.70, 63.34 RT ELEV: 263.42 33 R A 124+16.00, 27.11 RT 3 ELEV: 263.41 6 \ CLIFF STREET TRANSITION FROM FLUSH A 124+51.38, 1.18 LT 10 \ �o\-A 123+95.37, 80.63 RT ELEV: 263.14 A 123+90.68, 109.67 RT WEDGE CURB TO 2" TALL P MATCH EXISTING o A 124+04.88, 66.07 RT - A 123+80.82, 108.89 RT36, A 124+00.81, 94.76 RT A 123+95.79, 85.88 RT A 124+30.76, 27.03 RT A 124+5. EV:0.81RT 10 MATCH EXISTING ELEV: 263.57 1 R A 124+30.69, 26.04 RT ELEV: 263.41 \ = oA REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: A MWEYRAUCH 012212022 W3�' o�oAWSq��++ Port, DISCOVERY ROAD ALL DIMENSIONS� CitBIKEWAY ROADWAY & SIDEWALK PROJECT CR 4 DRAWN BY: JOB No.: SHOWN IN FEETo o CJ ALLIANCE 0 ` e DHALL 0699.14 UNLESS OTHERWISE PORT TOWNSEND, WA �� Townsen SHEET No.: yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED 8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 CURB RAMP AND INTERSECTION DETAILS(ADDENDUMS 1-4) SSAWYER 0699.14CR-0105 tONAI EP:360-352-1465 F:360-352-1509 10/12/22 33 OF - SCIALLIANCE.COM 71 i A 130+65.00, 24.00 LT ELEV: 255.16 A 130+85.00, 24.00 LT ELEV: 255.48 4 D o A 130+85.00, 18.00 LT ELEV: 255.40 \\�A 130+65.00, 13.34 LT ELEV: 254.9393 A 130+60.00, 13.65 LT A 130+90.97, 2.50 LT /� ELEV: 255.40 ELEV: 255.35 J 4 A 130+56.05, 13.00 LT 1 R ELEV: 254.89 A 130+91.06, 0.50 LT PAVING LEGEND ` ELEV: 255.39 O HMA CLASS 1/2 IN. PG 58H SEE XS-1 ® 2 O INLAY SEE XS-2 HMA CLASS 1/2 IN. PG 58H O CEMENT CONIC. SIDEWALK PLAN FDOTSTD 0.10 CEMENT CONC. CURB RAMP PAY LIMITS ® 38 MONOLITHIC CEMENT CONC. WSDOT STD CURB AND SIDEWALK PLAN F-30.10 TEXTURED CEMENT CONC. PAVEMENT CEMENT CONC. PAVEMENT SEE L1.0 GRASSCRETE SEE SPECIAL PROVISIONS 8-05 4" COMPACTED DEPTH CSBC DRIVEWAY CEMENT CONC. DRIVEWAY (6" CONC. DEPTH) CEMENT CONC. BIKE RAMP (4" CONC. DEPTH) ® * DETECTABLE WARNING WSDOT STD PLATE PLAN F-45.10 * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE WE. CONSTRUCTION NOTES (PER PAVING PLANS LEGEND) 4 CEMENT CONC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 OS CEMENT CONC. TRAFFIC CURB WSDOT STD PLAN F-10.12 O6 2" CEMENT CONIC. WEDGE CURB SEE XS-2 IEVISIONS DATE DUMS 1 A 130+90.00, 14.91 LT ELEV: 255.60 A 130+85.00, 14.19 LT ELEV: 255.06 0 5 10 - - SCALE IN FEET - - I p 6 y 11 4a D 2 A 131+12.61, 15.51 LT ELEV: 255.30 AP A 131+13.93, 4.64 LT 50 \ A 131+79.47, 29.64 LT ELEV: 255.94 A 131+67.87, 27.74 LT A 131+76.19, 37.5?13�� \ ELEV: 255.83 ELEV: 2 A 131+68 ELEV. 2255.76 \ \ \ A 131+60.96, 26.98 LT 256.27 A 131+32.47, 24.00 LT ELEV: 256.051 D 6 D IA D A 131+61.60, 21.02 LT- ELEV. 256.19 D D LANDING D D RAMP A 131+68.57, 21.28 LT ELEV: 255.74 PC 131+85.56, 36.02 LT S� ELEV: 256.02 PT Z �� j eA 1+85.05, 34.35 LT: 256.004, 27.99 LT I \91 `L=23.99 I R=20.00 A=68'44'11" I I I A -LINE (DISCOVERY RD.) 132+00 A 131+97.88, 13.50 RT A 132+02.37, 14.93 RT ELEV: 256.16 ELEV: 256.33 PT w PC/6" TALL CURB R=30.00 2 A 131+90.63, 15.00 RT A 131+97.35, 15.00 RT A=109'40'47" ELEV: 256.15 U ELEV: 256.25 FLUSH CURB A 131+22.28, 15.OG RT ELEV 255.72 RAMP FLUSH CURB A 131+01.20, 15.00 RT ELEV: 254.95 A 132+02.63 24.93 RT A 131+11.26, 15.00 RT 6 M 31+955.6 24.11 LT L 43.99 ELEV. 256.18 RAMP 4 ELEV: 255:61 R 30.00 (�pMp ELEV: 255.66 M 31+99.92; 21.06 RT Q=84'01'02" A 132+02.66, 25.93 RT A 131+01.20, 25.00 RT I ELEV: .06 RT 6 ELEV: 256.16 ELEV: 255.10 o A 131+97.36, 25.00 RT o 0 ELEV: 256.10 p A 131+11 26 25.00 RT 0 0 0 0 0 A 131+ .35, 26.00 RT ELEV: 255.51 p 0 0 I 0 D 0 o D ELEV: 256.08 D 0 00 D D o0 00 A 131+01.20, 26.00 RT A 131+11.26, 26.00 RT I A 131+97.ELEV: 35, 2255.99 ELEV: 255.50 M 31+92.ELE . 25 LT �P A 131+72.36, 32.00 RT _ ELEV: 255.27 ELEV: 255.53 - - ELEV: 255.71 TRANSITION FROM 2" TALL WEDGE CURB TO FLUSH CURB I / M 31+84.26, 19.08 LT 5 M 31+84.27, 14.10 RT ELEV: 254.79 5 ELEV: 255.23 A 132+02.82, 31.93 RT ELEV: 256.07 I M 31+82.78, 14.00 RT M 31+66.99, 18.80 LT ELEV: 255.15 ELEV: 254.72 PRC PCC I BY DESIGNED BY: ISSUE DATE: DRAWING No.: M WEYRAUCH 10/22/2022 '<j A.S4� �� DISCOVERY ROAD ALL DIMENSIONSo °F WAS"'"s��, � `++ Cltyo f 0 r BIKEWAY ROADWAY & SIDEWALK PROJECT CR 5 DRAWN L JOB0699 SHOWN IN FEET CJ ALLIANCE D HALL osss.la PORT TOWNSEND, WA UNLESS OTHERWISE „ � Townsend SHEET No.: CHECKEDBY:DRAWING FILE CR-01 .: DESIGNATED ,c. Reds EQE 1= 8730TALLONLANE -352-1465 F 360-352-1509 GTON98516 CURB RAMP AND INTERSECTION DETAILS S SAWYER 0699.14 CR-01_OS SSroNAL ECG P: 360-352-1465 F: 360-352-1609 10/12/221 SCIALLIANCE.COM 34 OF 71 A 131+06.36, 10.50 RT ELEV: 255.21 A 131+28.15, 3.99 LT ELEV: 255.69 ��ELEV:'�155*.86 36152.48 LT 1R A 131+35.97, 0.50 LT Gn ELEV: 255.83 w z O z DEPRESSED CURB THROUGH DRIVEWAY J I0:� U 40+92.54, 13.50 RT v / 5 U 40+92.54, 18.50 RT CONSTRUCTION NOTES PAVING LEGEND ELEV: 256.60 / PER PAVING PLANS LEGEND) ELEV: 256.53 / O HMA CLASS 1/2 IN. PG 58H SEE XS-1 A 132+18.13, 35.29 LT A 132+35.06, CURB AND GUTTER PLAN F-10.12 INLAY SEE XS-2 ELEV: 27.50 LT A 132+70.00, 29.82 LT O CEMENT CONIC. TRAFFIC WSDOT STD U 40+88.57, 1300 RT ELEV: 256.04 ELEV: 256.15 ELEV: 256.22 4 ./ ® O 255.93 A 1V. 256.10 30.62 LT A 132+40.03, 27.50 LT A 132+62.14, . 50 LT O5 CEMENT CONC. TRAFFIC CURB WSDOT STD HMA CLASS 1/2 IN. PG 58H PC ELEV: 256.10 ELEV: 256.13 ELEV: 256.46 / PLAN F-10.12 a OWSDOT STD 3 CEMENT CONIC. SIDEWALK RAMP A 1V:2 6.59 27.50 LT / O 2" CEMENT CONC. WEDGE CURB SEE XS-2 PLAN F-30.10 ELEV: 256.59 8 A 132+23, 30.50 LT CEMENT CONIC. CURB RAMP PAY LIMITS _ _ 8 A 132+71, 30.50 LT O7 GRAVITY BLOCK WALL 0 O MONOLITHIC CEMENT CONC. PLAN FDOT S 0.10 A 132+12.34.89 LT 00 ELE - - _ - -x- CURBAND SIDEWALK CEDAR FENCE 38 ELEV: 255.97 0 DING A 132+23.31, 27.50 LT , - TEXTURED CEMENT CONC. 00 ELEV: 256.16 - PAVEMENT 0o x-x-x-x x- -x-x x-x-x-x-x x-x-x CEMENT CONIC. PAVEMENT SEE L1.0 00 0 ------------ GRASSCRETE SEE SPECIAL � � 4 4 ��//// � � A 132+15.25, 27.51 LT LANDNG p RAMP P // C4* COMPACTED SBC DRIVEWAY DEPTH PROVISIONS 8-05 p ELEV: 256.03 A 132+35.06, 21.00 LT ELEV: 256.06 0 0 0 000000 p CEMENT CONC. DRIVEWAY _ (6" CONC. DEPTH) L=27.27 - - CEMENT CONC. BIKE RAMP A 132+27.52, 21.00 LT A 132+40.03, 21.00 LT A 132+47.00, 21.50 LT " (4" CONC. DEPTH) A=104'09'59" ELEV: 256.08 ELEV: 256.04 ELEV: 256.50 *DETECTABLE WARNING WSDOT STD PT El-:ll PLATE PLAN F-45.10 A 132+14.55, 10.00 LT * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED ELEV: 256.30 5 A 132+42.53, 10.00 LT IN INSTANCES WITHOUT A CEMENT CONIC. CURB RAMP. CEMENT CONC. A 132+32.56, 10.00 LT ELEV: 256.25 CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. ELEV: 256.29 SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. 1R A 132+27.37, 0.95 LT D, ELEV: 256.48 p A 0°0°0°0°0°0° 0 0 - 5 R - - - + - - - - 5 A 132+42.55, 0.50 LT ALINE ELEV: 256.48 A 132+652211.00 RT - - A 132+32.55, 0.50 LT 5 ELEV: 256.44 DISCOVERY RD. ., AP A 132+42.56, 10.50 RT ELEV: 256.54 A 132+32.53, 10.50 RT 5 4 ELEV: 256.21 A 132+68.23, 10.50 RT A 132+82.27, 10.50 RT A 133+06.99, 11.00 RT A 133+30.00, 10.50 RT ELEV: 256.21 ELEV: 256.01 ELEV: 255.81 ELEV: 255.92 A 133+10.00, 10.50 RT ELEV: 255.05 AP/6 " TALL CURB A 132+85.28, 11.00 RT ELEV: 255.37 A 133+33.01, 11.00 RT ELEV: 256.26 ELEV: 255.50 RAMP A 132+28.52, 12.97 RT 5 5 ELEV? 256.66 12.50 RT A 132+68.23, 12.50 RT ELEV: 256.43 p A 132+42.56, 12.50 RT ELEV: 255.83 A 132+82.27, 12.50 RT A 132+32.53, 1235 RT ELEV: 256.30 ELEV: 255.67 A 133+10.00, 12.50 RT A 133+30.00, 12.50 RT ELEV: 256.27 ELEV: 255.34 ELEV: 255.10 A 132+32.52, 22.76 RT RAMP p RAMP A 132+42.57, 22.50 RT ELEV: 256.44 A 132+28.49, 22.99 RT ELEV: 256.42 A 132+46.60, 22.50 RT ELEV: 256.47 ELEV: 256.24 ----- o°o°o°o°o p o 0 0 ZA p o p A 132+28.49, 24.00 RT A 132+46.60, 23.50 RT A 132+68.20, 29.50 RT p A 132+82.30, 29.50 RT A 133+10.00, 29.50 RT 2 ELEV: 256.47 p ELEV: 256.24 ELEV: 256.07 ELEV: 256.41 ELEV: 255.74 p p 200 R p A 133+30.00, 29.50 RT 3 217 R ELEV: 255.50 A 132+20.04, 30.76 RT TRANSITION FROM FLUSH A 132+82.31, 34.41 RT ELEV: 256.33 WEDGE CURB TO 2" TALL ELEV: 255.10 3 - - - PRC _ _ - -__MATCH EXISTING a / yyy I a TRANSITION FROM 2" TALL - I - A 132+43.26, 29.50 RT I A 133+05.27, 39.50 RT WEDGE CURB TO FLUSH CURB ELEV: 256.54 A 132+42.58, 23.50 RT I A 132+68.19, 33.21 RT MATCH EXISTING A 132+32.52PT I ELEV: 256.46 I ELEV: 255.08 - - - - g , 23.76 RT I 1 / ELEV: 256.43 i MATCH EXISTING a MATCH EXISTING 50 RT o 5 10 \ SCALE IN FEET I 1 =o REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: MWEYRAUCH 1012212022 co oAWSq��P �++ � port ,`® DISCOVERY ROAD ALL DIMENSIONS Alt T1,k BIKEWAY ROADWAY & SIDEWALK PROJECT CR-6 DRAWN BY: JOB No.: A` LI A N O f SHOWN IN FEET ALLIANCE V PORT TOWNSEND, WA q DHALL 0699.14 UNLESS OTHERWISE r �� TownsendSHEET No.: yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F Reds EQE �_� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CURB RAMP AND INTERSECTION DETAILS (ADDENDUMS 1-4) SSAWYER 0699.14CR-06_09 SSroNAL ECG P:360-352-1465 F:360-352-1509 35 OF - SCJALLIANCE.COM 71 i 10/12/22 T 50+85.00, 25.50 LT / 5 T 50+85.00, 30.50 LT ELEV: 254.17 A 133+68.16, 31.00 LT ELEV: 254.25 T 50+79.27, 25.50 LT / ELEV: 255.72 A 133+67.65, 25.02 LT A 133+85.96, 29.50 LT A 134+36.23, 29.50 LT ELEV: 254.02 A 134+49.57, 42.88 LT ELEV: 253.81 RAMP ELEV: 253.78 4 T 50+84.72, 16.92 LT / 5 PC D ELEV: 253.19 L=37.18 ELEV: 255.60 ELEV: 254.55 A 133+95.00, 32.50 LT A 134+24.02, 29.50 LT A 134+47.26, 37.04 LT p PRC / R=35.00 A 133+73.10, 30.58 LT ELEV: 254.45 ELEV: 254.15 A 134+32.99, 29.50 LT ELEV: 253.88 5 T 50+79.41, 22.64 LT A=60'51'39" ELEV: 255.48 ELEV: 254.05 PT ELEV: 253.77 A 133+95.00, 29.50 LT / A 133+72.60, 24.60 LT ELEV: 254.42 A 134+05.00, 32.50 LT T 50+74.42, 22.39 LT ° 0 0 T 50+82.06, 0.15 LT ELEV: 255.36 ELEV: 254.35 _ _ _ _ ELEV: 253.84 ° 0 ELEV: 253.55 / A 134+05.00, 29.50 LT 00 T 50+79.77, 15.65 LT 0 5 10 ELEV: 254.31 D ELEV: 253.23 ° SCALE IN FEET 5 RT D N1 °°° 00 ELEV+253.458.00 00 4 RAMP D� T 50+74.05, 0.02 LT ELEV: 253.42 00 0° °0 LANDNG RAip T 50+74.77, 15.41 LT 0° 00 A 135+05.20, 24'25 LT ELEV: 3.12 D 4 � ELEV: 253.31 0 ° 00 D f A 135+06.02, 21.19 LT D T 50+67.89, 17.29 LT ELEV: 253.94 / ELEV: 253.07 - PCC o° T 50+73.18, 0.00 5 T 50+74.46, 8.00 RT R=2500 ELEV. 253.40 /� ELEV: 253.32 °° RAMP A 133+85.52, 21.00 LT 4 000°0000000° A-78 42 55" Q A 135+14.62, 24.00 LT 5 0 0 ELEV: 253.98 AP D �/ ELEV: 253.24 00 A 134+14.00, 18.10 LT A 134+23.07, 17.58 LT A 134+33.02, 17.87 LT =29.83 A 134+43.59, 19.17 LT /� 30 R ELEV: 253.85 _ = T 50+67.40, 8.00 RT ELEV: 253.15 A 135+07.55, 18.00 LT ELEV: 253.55 A 133+85.00, 10.00 LT 55 ELEV: 253.42 ELEV: 253.75 R=115.00 PCC Q 1 R ELEV: 253.00 5 ELEV: 254.18 R A=14'51'41" �V = T 6.40 RT A P RAMP� C RAMP S� 253.1 A 135+14.62, 18.00 LT ELEV: 53.17 5 ELEV. ELEV: 253.18 A 134+23.02, 6.17 LT �O / � L=18.67 ELEV: 253.65 A 134+33.01, 5.24 LT D 5 A 134+42.99, 4.32 LT R=15.00 ELEV: 254.00 ELEV: 253.94 / A=7118'40" -- A 134+52.99, 3.38 LT A 135+20.22, 10.00 LT 4 ELEV: 253.42 ELEV: 252.51 A 134+28.45, 4.00 RT0000000 5 A 134+33.00, 0.00 0000°oho - ELEV: 253.87 ELEV: 254.11 ° ° ° 3.75 R PAVING LEGEND _ 134+00 AP ' D - - - - - - - - _ _ _ _ A -LINE O1 HMA CLASS 1/2 IN. PG 58H SEE XS-1 A 133+78.53, 0.50 LT ELEV: 254.47 5 _ _ _ _ (DISCOVERY RD.) INLAY 00°000°0°0°0 ® O SEE XS-2 qp o 0 0 0 0 0 HMA CLASS 1/2 IN. PG 58H A 133+78.00, 10.50 RT A 134+22.99, 3.55 RT ELEV: 253.72 A 134+32.99, 4.00 RT D A 134+43.01, 4.00 RT A 134+53.01, 3.88 RT 3 CEMENT CONC. SIDEWALK O WSDOT STD PLAN F-30.10 4 ELEV: 254.28 ELEV: 254.03 ELEV: 253.88 ELEV: 253.31 A 134+28.00, 15.00 RT 4 CEMENT CONC. CURB RAMP PAY LIMITS 4 A 133+92.85, 13.91 RT ELEV: 253.95 A 134+53.04, 15.00 RT zz ELEV: 254.47 AP RAMPRAIp ELEV: 253.08 3B MONOLITHIC CEMENT CONC. O WSDOT STD A 134+22.95, 14.57 RT CURB AND SIDEWALK PLAN F-30.10 ELEV: 253.54 A 134+32.98, 15.00 RT A 134+43.02, 15.00 RT 11 A 134+52.05, 17.50 RT 1 A 134+66.05, 17.29 RT TEXTURED CEMENT CONC. A 133+77.90, 12.50 RT ELEV: 253.81 ELEV: 253.66 ELEV: 253.55 ELEV: 253.06 PAVEMENT ELEV: 254.54 CEMENT CONC. PAVEMENT SEE 11.0 a °°°°°°°°°o° GRASSCRETE SEE SPECIAL A 133+77.91, 22.55 RT A 134+32.98, 17.50 RT ELEV: 253.87 4" COMPACTED DEPTH PROVISIONS 8-05 ELEV: 254.68 A 134+43.02, 17.50 RT TRANSITION FROM FLUSH CSBC DRIVEWAY v $, ELEV: 253.70 a WEDGE CURB TO 2" TALL CEMENT CONC. DRIVEWAY (6" CONIC. DEPTH) D D 27 29 RT CEMENT CONC. BIKE RAMP D ELEV••253.21 (4" CONIC. DEPTH) a A 133+77.81, 23.54 RT ELEV: 254:84 1 A I *DETECTABLE WARNING WSDOT STD 2 D PLATE PLAN F-45.10 o A 133+77.08, 29.50 RT 6 A 134+66.08, 28.29 RT * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED 3 ELEV: 254.94 D ELEV: 253.38 z IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. A CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. TRANSITION FROM 2" WEDGE 4 D SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. 3 CURB TO FLUSH CURB. D CONSTRUCTION NOTES - o A 133+91.92, 23.87 RT 6 ELEV: 254.62 A 134+52.07, 27.50 RT = A 134+06.10, 34.69 RT ELEV: 254.54 ELEV: 253.71 O CEMENT CONIC. TRAFFIC 4 WSDOT STD o A 133+91.83, 24.86 RT A 134+27.09, 36.50 RT A 134+52.08, 28.50 RT CURB AND GUTTER PLAN F-10.12 - ELEV: 254.64 A 133+91.04, 33.33 RT ELEV: 254.23 A 134+52.09, 36.50 RT ELEV: 253.73 O5 CEMENT CONIC. TRAFFIC CURB WSDOT STD - A 133+91.27, 30.84 RT ELEV: 254.73 ELEV: 254.77 A 134+16.15, 35.57 RT ELEV: 253.85 A 134+52.09, 34.50 RT PLAN F-10.12 ELEV: 254.39 ELEV: 253.82 O6 2" CEMENT CONIC. WEDGE CURB SEE XS-2 =o A REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE: 012212022 DISCOVERY ROAD DRAWING No.: ALL DIMENSIONS o?WSAy �P++ Cit 11 [ Port BIKEWAY ROADWAY & SIDEWALK PROJECT CR-7 DRAWN BY: JOB No.: �oV 1 OI SHOWN IN FEET itY Y Y A N Qom+ 1 ALLIANCE ��..i rCLLIt! DHALL 0699.1a PORT TOWNSEND WA , SHEET No.: qCONFORMANCE PLANOS 9/20/23 UNLESS OTHERWISE „ yU CHECKED BY: DRAWING FILE No.: DESIGNATED (c. Reds EQE �_� SSr 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 Townsend CURB RAMP AND INTERSECTION DETAILS (ADDENDUMS 1-4) SSAWYER 0699.14 CR-06_09 oNAL ECG P: 360-352-1465 F: 360-352-1509 36 OF ,I 7 1 - i 10/12/22 SCJALLIANCE.COM CONSTRUCTION NOTES (PER PAVING PLANS LEGEND) C 60+87.76, 21.19 LT I OCEMENT CONIC. TRAFFIC WSDOT STD ELEV: 228.75 p p 60+92.12, 11.50 RT CURB AND GUTTER PLAN F-10.12 PT p ELEV: 227.82 OS CEMENT CONC. TRAFFIC CURB WSDOT STD C 60+80.65, 24.14 LT I ELEV: 229.20 PC / PLAN F-10.12 C 60+81.62, 11.72 LT O6 2" CEMENT CONC. WEDGE CURB SEE XS-2 PC D PC 228.44 I / A 142+96.27, 34.08 LT ELEV: 229.36 I I 0 5 10 A 142+82.12, 24.25 LT p p I 1 SCALE IN FEET ELEV: 230.45 A 142+93.22, 30.07 LT ELEV: 229.47 A 142+52.61, 24.25 LT ELEV: 232.20 7 A 142+67.88, LT A 142+82.09, LT LANDING _ - - - ELEV: 231.02 - _ . 231 .. 23 ELEV: 230.36 m G C 60+77.27, 12.95 LT I - L=44.10 - - - - - - - - - - - - - ELEV: 229.12 R=25.00 A 143+69E - _ - _ - ----------------- p D p RAMP I 4 101'03'46" EV212 5.07 LT A 143+61.ELE ° C 60+75.26, 21.36 LT ELEV: 225.80 21.50 LT 22 D - RAMP o o ° ELEV: 229.27 .- ELEV 224 62 D 00 °° _ - _ _ RAMP - C 60+71.08, 15.40 LT - - ---------------------- ELEV: 228.77 --- - o0 D � LANDWG I 0o D � p C 60+67.12, 18.45 LT A 143+42.94, 23.50 LT o 000 A 142+52.61, 18.50 LT 5 p ELEV: 228.84 ELEV: 226.21 � ELEV: 232.13 A 142+67.91, 18.50 LT _ _ _ _ _ _ - - - _ ELEV: 230.93 - - - - ° ° ° o 0 0 ° o o 0 o ---_-_ - - - o 0 0 0 0 A 142+98.14, 26.49 LT A 143+49.57, 18.50 LT ELEV: 229.38 LLI Q z ELEV: 226.05 A 143+75.00, 16.50 LT A 142+63.00, 12.00 LT 4 p J w A 143+61.70, 18.50 LT ELEV: 224.43 ELEV: 230.74 p D A 142+83.67, 13.00 LT A 142+88.70, 16.00 LT U U ELEV: 225.72 A 142+82.08, 16.00 LT ELEV: 230.14 ELEV: 229.64 U I L=40.11 A 143+69.916.50 LT ELEV: 224.76 ELEV: 230.32 PC R=27.00 A 142+67.93, 13.00 LT ELEV: 230.85 A 142+82.07, 13.00 LT A=85'06'42" A 143+61.70, 14.50 LT 4 D ELEV: 230.29 ELEV: 225.29 T RAMP RAMP 143+00 A -LINE A 142+81.9�50 RT (DISCOVERY RD.) A 142+68.05, 9.50 RT ELEV: 230.42 ELEV: 230.98 C p A 142+92.00, 9.50 RT A 142+63.00, 9.50 RT ELEV: 229.45 ELEV: 230.83 A 143+53.80, 12.00 RT 4 p A 142+94.80, 17.50 RT 4 A 143+03.80, 10.50 RT ELEV: 225.98 ELEV: 230.40 ELEV: 228.83 AP AP A 142+68.09, 17.50 RT 5 0 0 0 0 0 0 g 0 0 °0° °00000000 0000 ___---- ELEV: 231.51 5 A 142+94.72, 23.50 RT - - - 5 A 142+81.91, 17.50 RT ELEV: 230.50 A 142+55.29, 17RT .50 RT RAMP ELEV: 230.94 ELEV:.50 PAVING LEGEND 6 A 142+34.11, 34.50 RT ELEV: 233.23 AM O HMA CLASS 1/2 IN. PG 58H SEE XS-1 PT A 142+55.38, 24.50 RT D ' D 2 D ® O INLAY SEE XS-2 A 142+94.71, .00 RT D 24 p HMA CLASS 1/2 IN. PG 58H ELEV: 232.13 ELEV: 230.51 A 143+08.49, 23.50 RT. ELEV- 230.53 p p D p WSDOTTD O p p CEMENT CONC. SIDEWALK PLAN FS 0.10 $ A 143+08.48, 24.00 RT CEMENT CONIC. CURB RAMP PAY LIMITS ELEV: 230.03 CL 38 MONOLITHIC CEMENT CONC. WSDOT STD CURB AND SIDEWALK PLAN F-30.10 TEXTURED CEMENT CONC. PAVEMENT w A 142+55.53, 35.50 RT CEMENT CONIC. PAVEMENT SEE L1.0 - A 142+41.86, 34.50 RT ELEV: 232.29 3 ELEV: 232.83 D D O7 GRAVITY BLOCK WALL SEE XS-2 - A 142+41.88, 35.50 RT p ELEV: 233.00 TRANSITION FROM FLUSH *DETECTABLE WARNING WSDOT STD ® p TRAFFIC CURB TO 6" TALL PLATE PLAN F-45.10 o TRANSITION FROM 2" TALL * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED - WEDGE CURB TO FLUSH CURB - - - - IN INSTANCES WITHOUT A CEMENT CONIC. CURB RAMP. CEMENT CONIC A 142+55.52, 34.50 RT 6 A 142+55.62, 41.50 RT A 142+94.47, 41.50 RT CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. ELEV: 232.28 ELEV: 232.38 ELEV: 230.78 SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10/22/2022 A.Sq� �� DISCOVERY ROAD DRAWING No.: ALL DIMENSIONS '<j ?°� °F WAS"'"sF�, `++ Cltyo 0 r BIKEWAY ROADWAY & SIDEWALK PROJECT CR 8 DRAWN BY: JOB No.: f SHOWN IN FEET � CJ ALLIANCE aq DHALL 0699.14 PORT No.: UNLESS OTHERWISE P 9/20/23 yU DESIGNATED F. Reds EQE �_� SSrONAI 8730TALLONLANENE,SUITE200, LACEY, WASHINGTON 98516 TownsendSHEET CURB RAMP AND INTERSECTION DETAILS CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14 CR-06_09 ECG P: 360-352-1465 F: 360-352-1509 37 OF ,I 7 1 -1i 10/12/22 SCIALLIANCE.COM PAVING LEGEND O HMA CLASS 1/2 IN. PG 58H SEE XS-1 ®O 2 INLAY SEE XS-2 HMA CLASS 1/2 IN. PG 58H O CEMENT CONIC. SIDEWALK WSDOT TD PLAN FS 0.10 ® 36 MONOLITHIC CEMENT CONC. WSDOT STD CURB AND SIDEWALK PLAN F-30.10 TEXTURED CEMENT CONIC. PAVEMENT CEMENT CONC. PAVEMENT SEE L1.0 GRASSCRETE SEE SPECIAL PROVISIONS 8-05 4" COMPACTED DEPTH CSBC DRIVEWAY CEMENT CONC. DRIVEWAY (6" CONIC. DEPTH) CEMENT CONC. BIKE RAMP (4" CONIC. DEPTH) ® *DETECTABLE WARNING WSDOT STD PLATE PLAN F-45.10 * DETECTABLE WARNING PLATES PAY ITEM ONLY USED WHEN INSTALLED IN INSTANCES WITHOUT A CEMENT CONC. CURB RAMP. CEMENT CONC. CURB RAMP PAY ITEM INCLUDES DETECTABLE WARNING PLATE. SEE SPECIAL PROVISIONS 8-14.2 FOR WARNING PLATE TYPE. CONSTRUCTION NOTES (PER PAVING PLANS LEGEND) OCEMENT CONIC. TRAFFIC WSDOT STD CURB AND GUTTER PLAN F-10.12 i 3 3 � I I 0 5 10 SCALE IN FEET I _ A-L I N_E 149+00 (DISCOVERY RD.) - co z Q u.I 2 co A 149+33.17, 22.93 LT MATCH EXISTING ADA RAMP LIMITS -� r- I I I 1 I I I I I I I I I I I I I I I I I I -J L_ JI I I L_J A 149+24.16, 21.37 LT L=9.73 R=10.00 A=55'45'41" A 149+30.00, 17.30 LT ELEV. 196.64 A 149+30.00, 10.06 RT ELEV. 196.82 A 149+24.00, 9.90 RT ELEV. 196.55 A 149+20.00, 12.12 RT -----7 ----��--- �T--- �i----��--- �T---7 — — — — — — — — — - -- — — — -- — — — — — — — — — 1 — — — — A 149+20.00, 18.50 RT MATCH EXISTING EDGE OF SIDEWALK PANEL I I I I I I I I I I I � I A 149+37.34, 22.83 LT MATCH EXISTING ADA RAMP LIMITS OF SIDEWALK PANEL A 149+67.50, 15.00 RT A 3� aq yU - i REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE: 812212622 ALL DIMENSIONS IN FEET UNLESS OTHERWISE DESIGNATED �o� oAWSq��P++ � � P F. Reds EQE �_� SSroNAL ECG 10/12/22 � CJ ALLIANCE 8730TALLONLANENE,SUITE200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM Cit 110� 0 �� TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT DRAWING No.: CR 9 DRAWN BY: MWEYRAUCH JOBNo.:SHOWN 0699.14 No.: p 30 OF ,I 7 1 9/20/23 CURB RAMP AND INTERSECTION DETAILS (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 CR-06_09 0 5 10 SCALE IN FEET A 127+65.00, 24.00 LT ELEV: 257.95 A 127+85.00, 24.00 LT ELEV: 257.40 - +00 -I _ _ _ _ _ - _ ALINE 12s- (DISCOVERY RD.) A -LINE 141+00 (DISCOVERY RD.) -I SEE CR SHEETS FOR DRIVEWAYS NOT SHOWN PAVING LEGEND A -LINE 127+00 _ _ _ _ _ _ _ _ _ _ _ _ (DISCOVERY RD.) - O HMA CLASS 1/2 IN. PG 58H SEE XS-1 A 126+40.84, 10.50 RT A 126+68.84, 10.50 RT ® O INLAY SEE XS-2 ELEV: 261.94 ELEV: 261.10 HMA CLASS 1/2 IN. PG 58H °� O3 CEMENT CONIC. SIDEWALK WSDOT TD A 126+35.87, 11.00 RT 262.57 A 126+73.82, 11.00 RT ELEV: 261.43 ® 3B MONOLITHIC CEMENT CONIC. PLAN FS 0.10 WSDOT STD ELEV: CURB AND SIDEWALK PLAN F-30.10 TEXTURED CEMENT CONIC. PAVEMENT CEMENT CONC. PAVEMENT SEE L1.0 GRASSCRETE SEE SPECIAL PROVISIONS 8-05 A 126+40., 1 A 126+6.15.00 RT COMPACTED DEPTH ELEV. 262.13 ELEV: 261.43 CS CDRIVEWAY CEMENT CONC. DRIVEWAY (6" CONIC. DEPTH) CEMENT CONC. BIKE RAMP 3 (4" CONIC. DEPTH) ® * DETECTABLE WARNING WSDOT STD PLATE PLAN F-45.10 p A 126 40.84, 32.00 RT d 4 ELEV: 262.53 A 126+68.84, 32 00 RT p 4 4 3 D a ELEV: 261.83. 4 D a CONSTRUCTION NOTES (PER PAVING PLANS LEGEND) MONOLITHIC CEMENT CONC. WSDOTTD CURB AND SIDEWALKPLAN FS 0.10 OCEMENT CONC. TRAFFIC WSDOT STD o CURB AND GUTTER PLAN F-10.12 CEMENT CONC. TRAFFIC CURB WSDOT STD PLAN F-10.12 REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE: 1012212022 A.Sq� �� DISCOVERY ROAD DRAWING No.: a ALL DIMENSIONS°� ,V-( WAS"'"sF�, `++ Cltyo rt BIKEWAY ROADWAY & SIDEWALK PROJECT DW 1 DRAWN BY: JOB No.: fpo SHOWN IN FEET � � ` LI A N L ALLIANCE q MWEYRAUCH osss.la t! PORT TOWNSEND, WA No.: UNLESS OTHERWISE r �� CONFORMANCE 9I20/23 yU DESIGNATED F REciSTEQE ti=� SSroNAL 8730TALLON LANE NE, SUITE 200, LACEY, WASH I NGTON 98516 TownsendSHEET DRIVEWAY DETAILS CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14 DW-01 ECG P: 360-352-1465 F: 360-352-1509 39 OF 71 - i 10/12/22 SCJALLIANCE.COM PAVEMENT MARKING LEGEND A 113+03.70, 5.52 712+00 1111 --,L-- — 'II /i 24 SHARED \�� /i i// PATHWAY U � v A 113+41.67, 0.00 V 111 e 11i�1Ri1 )i-c Ir. ,,,. IT o� A 113+09.33, 27.22 RT lox `1 1� 1` 1 n ENLARGEMENT / SCALE 01 2.5 5 SCALE IN FEET REL-5 DATE BY DESIGNED BY: M WEYRAUCH DRAWN BY: N MAYFIELD kNCE PLANS 9/20/23 DUMS 1-4) CHECKED BY: S SAWYER ISSUE DATE: 10/22/2022 JOB No.: 0699.14 DRAWING FILE N 0699.14 CH-01 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. '<j A . S4 ALL DIMENSIONS ?� �F WAS"'" SHOWN IN FEET J ALLIANCE SC UNLESS OTHERWISE DESIGNATED os REciSTEQE G1�' 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 SrONAI Eta P: 360-352-1465 F: 360-352-1509 10/12/221 SCJALLIANCE.COM CltY�fPort Townsend STOP LINE OPLASTIC (PER STANDARD PLAN M-24.60) YELLOW EDGE LINE OPLASTIC (PER STANDARD PLAN M-20.10) DOUBLE YELLOW CENTERLINE OPLASTIC (PER STANDARD PLAN M-20.10) _ PLASTIC TWO WAY LEFT TURN CENTERUNE O (PER STANDARD PLAN M-20.10) YELLOW DOTTED LANE LINE OPAINTED (PER STANDARD PLAN M-20.10) WHITE EDGE LINE OPLASTIC (PER STANDARD PLAN M-20.10) YELLOW DOTTED EXTENSION LINE - OPLASTIC (PER STANDARD PLAN M-20.10) PAINTED YELLOW EDGE LINE O (PER STANDARD PLAN M-20.10) rr rr PLASTIC CROSSWALK 1 1 (PER STANDARD PLAN M-15.10) r rr rr rr rr rr PLASTIC CROSSBIKE (GREEN) 1 1 1 1 1 1 (PER ENLARGEMENTS ON SHEETS CH-3 AND CH-4) PLASTIC YIELD LINE SYMBOL (PER STANDARD PLAN M-24.60) PLASTIC BIKE LANE SYMBOL } ~ (PER STANDARD PLAN M-9.50) PLASTIC BICYCLE WAYFINDING MARKING (SEE DETAIL ON SHEET CH-4) PLASTIC BICYCLE BOX SYMBOL (SEE DETAIL ON SHEET CH-4) > PLASTIC SPEED BUMP SYMBOL (PER STANDARD PLAN M-24.60) PAVEMENT MARKING NOTES 1. ALL EXISTING PAVEMENT MARKING SHALL BE REMOVED WITHIN PROJECT LIMITS. PAID AS REMOVING MISCELLANEOUS TRAFFIC ITEM. CONTRACTOR SHALL CONFIRM NECESSARY REMOVALS PRIOR TO BID. 2. CENTER PLASTIC BICYCLE LANE SYMBOL IN MIDDLE OF DESIGNATED LANE. 3. ALL PLASTIC SHALL BE TYPE D - LIQUID COLD APPLIED METHYL METHACRYLATE (MMA) PER WSDOT STANDARD SPECIFICATION 9-34.3(4). SIGN LEGEND 0 o O SIGN NOTE SEE CH-4 t CV co U R-X SIGN REMOVAL NOTE SEE CH-4 ,¢ w PROPOSED LOCATION z_ = REL X SIGN RELOCATION NOTE SEE CH-4 J U) EXISTING LOCATION = LL Q� EXISTING SIGN & POST NEW / RELOCATED SIGN ON POST NEW / RELOCATED SIGN ON POST EXISTING MAILBOX SUPPORT D MAILBOX SUPPORT TYPE 1 PER WSDOT STD PLAN H-70.10 MAILBOX SUPPORT TYPE 2 PER WSDOT STD PLAN H-70.10 p MAILBOX SUPPORT TYPE CUSTOM. DISCOVERY ROAD DRAWING No.: BIKEWAY ROADWAY & SIDEWALK PROJECT CH-1 PORT TOWNSEND, WA SHEET No.: CHANNELIZATION PLAN A 112+00 - A 126+00 40 OF 71 0 {� TURNINLEG ■ VEHICS o TO �a 10 / SEC. 9 & 10, T. 30 N., R. 1 W., W.M. U 41+01.03, 0.00 RT �CPHERSON LOOP SPEED DISC RDZ) U 40+85.97, 0.00 RT C HUMP SPEED A 131+38.16, 7.54 LT 4 ISTOP� U 40+85.21, 0.50 RT 1a LIMIT A 130+63.51, 13.12 LT \--/ MAILBOX SUPPORT REL-7 A 131+96.05, 10.50 LT 3 14 15 i6 25 A 130+56.08, 0.00 LT 3 / NO PHYSICAL ADDRESS A -LINE (DISCOVERY RD.) / UNLESS OTHERWISE / POSTED 2110 DISCOVERY RD BUS STOP R-3 / 2110 DISCOVERY RD PORT TOWNSEND, WA PORT TOWNSEND, WA / 28 / - - -1 500 C1 cN�o 6 128+00 129+00 U 127+00 Q 0010.5 w z S 10.5 =___-= === ----- ------ -r-{ - - - - - - - - - - ULLJw 10- - _ -_ ____- -T ¢U) 6 - -711 -- S RD / NO PHYSICAL ♦ ADDRESS A 131+11.26, 20.00 RT 2 55E PORTORT TOWNSEND, WA 1430 KATHERINE h 1425 KATHERINE ST PORT TOWNS , WA / ` ♦ ♦ GREEN PLASTIC PORT TOWNSEND, WA R-7 / 7 ` rSPEED____ / I TURNING / 1401 KATHERINE ST ♦• LIMIT �� VEHICLES / PORT TOWNSEND, WA II UNLESS jj E,o TO II OTHERWISE U POSTED 0 30 60 SCALE IN FEET S' Dop REL-10 \ �� ' 11po T DRESS A 133+85.00, 11.00 LT 2 e� 14 o------- o + F- w -- 10 s 0 00 9.5 1 {� LLJ Z = - - 11 J � U Lu i 3 Q N 6 - A 133+58.30 5 8 17.50 RT 3 A 133+78.50, 0.50 RT 2 o A 133+7 9/ 17.50 RT 8 1A 34+28.42, 5.00 RT _ pog IsCOVERY R" X �/ TOIN /7 PORT A N34+S5D80W4.19 LT & T(2 A 131+27.74, 20.00 RT 2 / / 1515 MCPHETOWNSEND SI \ PORT TOWNSEND WA A 131+55.94, 40.53 RT 5 / - - 1 /A132+7-4.97, 23.00 LT MAILBOX SUPPORT =//j P 41 / v /r D / NO 2+00 f / 9 10 8 / L/ A 131+82.27, 20.00 RT A 132+68.27, 17.50 RT 8 5 ♦ ♦ 2095 DISC R PORT TOWNSEND, 0 6.5LU c i F- 10 Q Lu 9.513 LL 10 � it 40 U 6 Q A 131+55.94, 41.02 RT 1 / _ �� ` GREEN PLASTIC A 131+01.49, 170.43 RT 5 v �O / / o ♦ / 13 MATCH EXISTING / �� o / / 1 20 M WNSENPHERSON A ♦ ♦ Q ^'`X� / ORT T WNSEND, WA 7 1 A 134+80.67, 38.56 LT WNE POI REL-11 bil-0-011 / / V LNG / 6 A 135+20.23, 7.50 LT / 6 A 135+43.87, 7.50 LT / PC /5/ A 135+43.87, 1.50 R77� L N pHYSICA 2 PC2006 QUEEN ANpEWA / ADDRES PORT TOWNSEN 15 DISCOVERY RD.) 1s 6 135+00 3,512.5 R REL 8 SPEED CDIscRD HUMP CMCPHERSONST �STOP� 6 A 137+13.69, 7.50 LT 1 PT I I I A 137+13.69, 1.50 RT PT \ 2 � A 137+65.28, 2.12 RT ` UEEN PI PT A 139+45.09, 9.61 LT 6 0 SENDEWA 2 g1�rvc p4 I PT TOWN R 012 QUEE SEND, WAI 1 ` QUEEN PL - 1p ORT OE NANNE 6 TOW37+94.91, 8.44 LI2PpRTQTOWNSEND, WA 2P RT TOWNSENDEWA // A 135+95.56, 4.62 RT 2 - - - �' PC 7 2 A 135+20.00, 1.5 & 5.00 RT R-4 \ 160TOWNSENDTWSPEED� REL-12 �; / Q BUS STOP \ PORT LIMIT / = A 8 5 A 134+85.04, 22.00 RT\ II ��\ / 8 A 134+66.06, 22.29 RT 6 r II 2 II �� II II A 137+95.13, 1.05 RT PC v L 738+ o0 2,042 R 139+00 6 0 `� 2,032 R 6 rr = - 9.5 140 Q IU - - - f 4 10.5 zw � - -10 � LW NO PHYSICAL 6 ADDRESS A 139+45.01, 0.11 LT 3 PT 4/- AHEAD RFL-13 CO PAVEMENT MARKING LEGEND STOP LINE OPLASTIC (PER STANDARD PLAN M-24.60) YELLOW EDGE LINE OPLASTIC (PER STANDARD PLAN M-20.10) DOUBLE YELLOW CENTERUNE OPLASTIC (PER STANDARD PLAN M-20.10) _ PLASTIC TWO WAY LEFT TURN CENTERUNE O (PER STANDARD PLAN M-20.10) - YELLOW DOTTED LANE LINE OPAINTED (PER STANDARD PLAN M-20.10) WHITE EDGE LINE OPLASTIC (PER STANDARD PLAN M-20.10) YELLOW DOTTED EXTENSION LINE - OPLASTIC (PER STANDARD PLAN M-20.10) PAINTED YELLOW EDGE LINE O (PER STANDARD PLAN M-20.10) rr rr PLASTIC CROSSWALK 1 I (PER STANDARD PLAN M-15.10) rr rr rr rr PLASTIC CROSSBIKE (GREEN) 1 1 1 1 (PER ENLARGEMENTS ON SHEETS CH-3 AND CH-4) PLASTIC YIELD LINE SYMBOL (PER STANDARD PLAN M-24.60) PLASTIC BIKE LANE SYMBOL } ~ (PER STANDARD PLAN M-9.50) PLASTIC BICYCLE WAYFINDING MARKING (SEE DETAIL ON SHEET CH-4) PLASTIC BICYCLE BOX SYMBOL (SEE DETAIL ON SHEET CH-4) ' PLASTIC SPEED BUMP SYMBOL (PER STANDARD PLAN M-24.60) PAVEMENT MARKING NOTES 1. ALL EXISTING PAVEMENT MARKING SHALL BE REMOVED WITHIN PROJECT LIMITS. PAID AS REMOVING MISCELLANEOUS TRAFFIC ITEM. CONTRACTOR SHALL CONFIRM NECESSARY REMOVALS PRIOR TO BID. 2. CENTER PLASTIC BICYCLE LANE SYMBOL IN MIDDLE OF DESIGNATED LANE. 3. ALL PLASTIC SHALL BE TYPE D - LIQUID COLD APPLIED METHYL METHACRYLATE (MMA) PER WSDOT STANDARD SPECIFICATION 9-34.3(4). SIGN LEGEND O SIGN NOTE SEE CH-4 R-X SIGN REMOVAL NOTE SEE CH-4 PROPOSED LOCATION REL X SIGN RELOCATION NOTE SEE CH-4 `EXISTING LOCATION EXISTING SIGN & POST .j NEW / RELOCATED SIGN ON POST NEW / RELOCATED SIGN ON POST (] EXISTING MAILBOX SUPPORT 0 MAILBOX SUPPORT TYPE 1 PER WSDOT STD PLAN H-70.10 ' MAILBOX SUPPORT TYPE 2 PER WSDOT STD PLAN H-70.10 0 MAILBOX SUPPORT TYPE CUSTOM. A q yU REVISIONS DATE BY DESIGNED BY: MWEYRAUCH ISSUE DATE. 0i2212022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �o� oAWSq��P++ 7, F. Reds EQE �_� 0�G ON 10/12/22 .tY Y I A N 1 ALLIANCE �7L�i rCLLIt! �� 8730TALLONLANENE,SUITE200, LACEY, WASHINGTON 98516 P: 360-352-146 F: COM52-1509 CltBIKEWAY 110�port TownsendSHEET DISCOVERY ROAD ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: CH 2 DRAWN BY: NNAYFIELO JOBNo.:Qom+ osss.la No.: 41 OF 71 CONFORMANCE 9/20/23 CHANNELZATON PLAN A 126+00 A 140+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 CH-01 0 0 0 + N U Q � Z W 2 x W FU- C CD SEC. 9 & 10, T. 30 N., R. 1 W., W.M. PROTECT AND PRESERVE /cM>cicllz� �� DISC RD::) 0110 ENLARGEMENT f SCALE I i /' 0 2.5 5 1 SCALE IN FEET 6 A 142+67.95, 9.50 LT o°o°o°°oo°°000°o A 142+68.00 C 60+75.14, 11.89 LT 0 00 0 6 A 142+82.05, 9.50 LT 5 6 A 142+92.00, 9.50 LT A 142+82.00 PLASTIC WHITE DOTTED EXTENSION LINE PER WSDOTI STD PLAN M-20.10 (TYP) I I I 7 17 1 20 I NOADD'ESS 18 �A 142+41.74, 29.=RT ` MATCH EXISTING�DD rtl `(S1CAL PAVEMENT MARKING NOTES PAVEMENT MARKING LEGEND A 142+22.20 Q' 6 A 143+51.00, 9.50 LT L-3 5 8 28.62 RT v \ NO"D� ESS 1. ALL EXISTING PAVEMENT MARKING SHALL BE REMOVED WITHIN PROJECT LIMITS. PLASTIC STOP LINE 8 5 A 143+27.95, 29.00 RT PAID AS REMOVING MISCELLANEOUS TRAFFIC ITEM. CONTRACTOR SHALL CONFIRM OO (PER STANDARD PLAN M-24.60) SPEED / <@> �q N 8 YA 143+08.36, 29.00 R\ SLOW NECESSARY REMOVALS PRIOR TO BID. PLASTIC YELLOW EDGE LINE `S A - SCHOOL 29 2, CENTER PLASTIC BICYCLE LANE SYMBOL IN MIDDLE OF DESIGNATED LANE. O (PER STANDARD PLAN M-20.10) ZONE 3. ALL PLASTIC SHALL BE TYPE D - LIQUID COLD APPLIED METHYL METHACRYLATE PLASTIC DOUBLE YELLOW CENTERLINE (MMA) PER WSDOT STANDARD SPECIFICATION 9-34.3(4). O (PER STANDARD PLAN M-20.10) _ PLASTIC TWO WAY LEFT TURN CENTERUNE O (PER STANDARD PLAN M-20.10) _ - - - - PAINTED YELLOW DOTTED LANE LINE Q - O (PER STANDARD PLAN M-20.10) �� SPEED A-LINEPROTECT AND PRESERVE PLASTIC WHITE EDGE LINE (DISCOVERY RD.) %/// �� % SCHOOL CROSSING SIGNS HUMP O (PER STANDARD PLAN M-20.10) / / f RESET NO PARKING SIGN PLASTIC YELLOW DOTTED EXTENSION LINE A 148+55.00, 11.50 LT 6 / / I ? �� O (PER STANDARD PLAN M-20.10) al I �i PAINTED YELLOW EDGE LINE o+ _ ____ ______ _______ I I-��i Ip U uu uI , I�-�`- ---- --------- 4--_------------_-_ O (PER STANDARD PLAN M-20.10) VW--------------------- ��/ _ = �____--------- PLASTIC CROSSWALK _--- - - - - ------------------------------------------ (PER STANDARD PLAN M-15.10) Q 00 147+00 148+00 ' 149+00 150+00 151+00 152+00 rr rr r r` rr — _ PLASTIC CROSSBIKE (GREEN) _) = W = _ _ _ _ _ _ = = 7 TTTT�/� -"-" �� R ENLARGEMENTS ON SHEETS CH-3 AND CH- U �� V /J11111G _ — — W--------- ______ ----'��--------------------------- --�� coo====cc====�--I-- T�ccc��c=--cam% ----------------------------------- -- -------------------------------- Q cq-------T. F —____ _____ _____ — ___-- __-- ---- ---__- : PLASTIC YIELD LINE SYMBOL - f------------------------------- r -�-�-- --_----------- � � _ _ _ �- (PER STANDARD PLAN M-24.60) / PLASTIC BIKE LANE SYMBOL 3 / PER STANDARD PLAN M-9.50 PLASTIC BICYCLE WAYFINDING MARKING 3 22 31(SEE DETAIL ON SHEET CH-4) NO Py1YSICP / PLASTIC BICYCLE BOX SYMBOL ADDRESS SPEED Z YIELD YIELD (SEE DETAIL ON SHEET CH-4) TO ! TO PLASTIC SPEED BUMP SYMBOL HUMP PEDS PEDS (PER STANDARD PLAN M-24.60) SEE SHEET CH-2 FOR SIGN LEGEND =o REVISIONS DATE BY DESIGNED BY: ISSUE DATE. DRAWING No.: A MWEYRAUCH 012212022 �o,� oftS I P ++ 0 �� DISCOVERY ROAD ALL DIMENSIONS ��w ` Clt { BIKEWAY ROADWAY & SIDEWALK PROJECT CH-3 DRAWN BY: JOB0699 SHOWN IN FEET CJ ALLIANCE 0 ` N NIAYFIELO osss.la UNLESS OTHERWISE r y : PORT TOWNSEND, WA CONFORMANCE TownsendSHEET No.: yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F. Reds EQE �_� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CHANNELZATON PLAN ,I (ADDENDUMS 1-4) SSAWYER 0699.14 CH-01 SStONAL 0�G P: 360-352-ALLIANCE COM52-1509 42 OF 7' 102/22 A 140+00 A 152+00 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. SIGN SPECIFICATIONS ROADSIDE SIGN STRUCTURES 0 SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION (STATION NO.) SIGN SIZE REMARKS X (INCH) Y (INCH) 1 W11-2A PEDESTRIAN CROSSING A 123+32, 14.5 RT 30 30 2 W11-2 PEDESTRIAN CROSSING A 124+72 17 LT 30 30 3 R10-15R TURNING VEHICLES YIELD RIGHT A 115+70 14 RT 36 30 4 R10-15L TURNING VEHICLES YIELD LEFT A 116+35, 15 LT 36 30 5 R10-15R TURNING VEHICLES YIELD RIGHT A 120+30, 14 RT 36 30 6 R10-15L TURNING VEHICLES YIELD LEFT A 120+90, 15.5 LT 36 30 7 R10-15R TURNING VEHICLES YIELD RIGHT A 130+95 13 RT 36 30 8 R10-15L TURNING VEHICLES YIELD LEFT A 132+25 6.5 LT 36 30 MOUNT FACING NORTH FOR SB TRAFFIC 9 W11-2 PEDESTRIAN CROSSING ----- 30 30 MOUNT FACING SOUTH FOR NB TRAFFIC 10 W16-7PR DOWNWARD DIAGONAL RIGHT ARROW ----- 24 12 MOUNT BELOW SIGN 9, OPPOSITE SIGN 8 11 W11-2 PEDESTRIAN CROSSING A 132+45 30.5 LT 30 30 12 W16-7PL DOWNWARD DIAGONAL LEFT ARROW ----- 24 12 MOUNT BELOW SIGN 11 13 W17-1 SPEED HUMP A 132+75, 5 LT 30 30 14 W11-2A PEDESTRIAN CROSSING A 133+75, 5 LT 30 30 15 W11-2A PEDESTRIAN CROSSING A 135+30 17 LT 30 30 16 W17-1 SPEED HUMP A 136+30 17 LT 30 30 17 W17-1 SPEED HUMP A 140+75, 14.25 RT 30 30 18 W11-2A PEDESTRIAN CROSSING A 142+13, 14.5 RT 30 30 19 W11-2 PEDESTRIAN CROSSING A 142+82, 25.25 LT 30 30 20 W16-7PL DOWNWARD DIAGONAL LEFT ARROW ----- 30 18 MOUNT BELOW SIGN 19 21 D3-102 CROSSROADS NAME TOWNE POINT BLVD A 134+58, 43.4 LT 30 6 MOUNT ABOVE REL-10 22 W17-1 SPEED HUMP A 146+55, 16.5 RT 30 30 23 W17-1 SPEED HUMP A 150+50 27.5 LT 30 30 24 CUSTOM SHARED PATHWAY A 113+44, 119 LT 12 18 25 W17-1 SPEED HUMP A 122+65, 14.25 RT 30 30 26 W17-1 SPEED HUMP A 125+72, 17 LT 30 30 27 R2-1 SPEED LIMIT 25 A 130+05, 16.5 LT 24 30 28 R2-5P UNLESS OTHERWISE POSTED ----- 24 18 MOUNT BELOW SIGN 27 29 CUSTOM SLOW SCHOOL ZONE A 145+50, 36 RT 18 18 30 R9-6 BIKES YIELD TO PEDS A 149+04, 37.5 RT 12 18 31 R9-6 BIKES YIELD TO PEDS A 151+36, 25.75 RT 12 18 SIGN REMOVAL SPECIFICATIONS R—X SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION SIGN SIZE REMARKS X (INCH) Y (INCH) R-1 CUSTOM BUS STOP A 120+77, 15 LT EX EX R-2 R1-1 STOP A 123+13, 34 RT 30 30 R-3 CUSTOM BUS STOP A 131+71, 21 LT EX EX R-4 CUSTOM BUS STOP A 164+96, 21 RT EX EX R-5 D3-102 CROSSROADS NAME SIGN THOMAS T 50+68, 22 LT EX EX R-6 W11-2 PEDESTRIAN CROSSING A 143+58, 27 LT 36 36 R-7 CUSTOM I SPEED LIMIT 25 UNLESS OTHERWISE POSTED A 130+05, 11 LT 18 24 SIGNING NOTES 1. ALL MOUNTING HEIGHTS SHALL BE A MINIMUM OF 7' FROM BOTTOM OF SIGN TO FINISHED GRADE OF ALL ADJACENT ROADWAY, BIKEWAY, AND SIDEWALK. FOR s MOUNTING DETAILS SEE WSDOT STANDARD PLAN G-20.10. 4 5 2. EXISTING SIGN LOCATIONS ARE APPROXIMATE ONLY. 3. FOR CODE REFERENCES SEE WASHINGTON STATE FABRICATION MANUAL. t *mLI 4. EXCEPT WHERE NOTED, ALL SIGN SUPPORTS SHALL BE 2.5" POSTS WITH SLIP BASES 3 PER WSDOT STANDARD PLAN G-24.40. 5. STREET NAME SIGNS SHALL BE 4" UPPERCASE AND 3" LOWERCASE WHITE LETTERING x ON A 6" BLUE REFLECTIVE BACKGROUND WITH EXTRUDED BLADE ON TOP AND BOTTOM. BICYCLE BOX SYMBOL 6. ALL REMOVED SIGNS TO BE SALVAGED TO THE CITY PUBLIC WORKS DEPARTMENT. ENLARGEMENT SCALE 7. ALL MATERIALS SHALL BE NON —CORROSIVE. I I 0 1 2 = SCALE IN FEET SIGN RELOCATION SPECIFICATIONS REL—X SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION EXISTING LOCATION PROPOSED LOCATION SIGN SIZE REMARKS X (INCH) Y (INCH) REL-1 W11-2 PEDESTRIAN CROSSING A 114+86, 12.9 LT A 114+86, 14.9 LT 30 30 REL-2 W2-6 INTERSECTION WARNING A 115+37, 10.7 LT A 115+34, 14.7 LT 30 30 W13-1P 20 MPH 18 18 REL-3 W14-2 NO OUTLET H 11+06, 1 LT H 11+07, 19 LT 36 36 REL-4 R1-1 STOP A 117+00, 25 RT H 11+13, 18 RT 30 30 REL-5 D3-102 CROSSROADS NAME SIGN EDDY ST A 121+03, 21.4 RT E 20+89, 24 RT EX EX D3-102 CROSSROADS NAME SIGN DISC RD EX EX R1-1 STOP 30 30 REL-6 NOT USED REL-7 D3-102 CROSSROADS NAME SIGN MCPHERSON LOOP U 40+85.5, 14.5 LT U 40+85.5, 22 LT EX EX D3-102 CROSSROADS NAME SIGN DISC RD EX EX R1-1 STOP 30 30 REL-8 D3-102 CROSSROADS NAME SIGN MCPHERSON ST M 31+78, 25 RT M 31+84, 20 RT EX EX D3-102 CROSSROADS NAME SIGN DISC RD EX EX R1-1 STOP 30 30 REL-9 NOT USED REL-10 D3-102 CROSSROADS NAME SIGN DISC RD T 50+68, 22 LT T 50+83, 22.5 LT EX EX R1-1 STOP 30 30 REL-11 CUSTOM CROSS ROADS NAME SIGN (TOWNE POINT) A 134+82, 31.3 LT A 134+84, 36.8 LT EX EX HOUSING DEVELOPMENT ENTRANCE SIGN. RE —USE EXISTING WOOD POSTS OR REPLACE IN —KIND. REL-12 R2-1 SPEED LIMIT 25 A 137+48, 21.1 RT A 137+85, 15 RT 24 30 REL-13 S-1 SCHOOL ZONE SIGN A 139+72, 21.4 RT A 139+72, 14 RT 36 36 W16-9P AHEAD 24 12 REL-14 S5-1 SCHOOL SPEED LIMIT 20 WHEN FLASHING A 141+62, 19.3 RT A 141+63, 14 RT 24 48 REL-15 S5-2 END SCHOOL ZONE A 141+61, 14.5 LT A 141+63, 17 LT 24 30 REL-16 R2-1 SPEED LIMIT 25 A 142+52, 24.8 LT A 142+52, 14.4 LT 24 30 REL-17 D3-102 CROSSROADS NAME SIGN MCCLELLAN ST C 60+79, 24 LT C 60+85, 23 LT EX EX D3-102 CROSSROADS NAME SIGN DISC RD EX EX R1-1 STOP r 30 30 I PLASTIC WHITE DOTTED NOTE: EXTENSION LINE PER WSDOT SAME CROSSWALK AND CROSSBIKE STD PLAN M-20.10 (TYP) DIMENSIONS APPLY TO RD I AND MCPHERSON CROSSINGS 4.5 0 + N 1 4.5 0 00 0 00 0 00 o 1 F6' 00 00 00O O 00 o �5� CROSSBIKE AND CROSSWALK SPACING DETAIL ENLARGEMENT SCALE I I I 0 2.5 5 SCALE IN FEET =_0 0 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 1012212022 ALL DIMENSIONS ,�j A . Sq [) pF WASlytry �P s -.g-+%-dP, 44� If 1LT 11{r C L l y0 o rt, DRAWN BY: JOBNo.:SHOWN IN FEET y o ��w ` CJ ALLIANCE i q y U NNAYFIELO osss.la UNLESS OTHERWISE DESIGNATED r F REciSTEQE ti=� SStoNAL 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516Td ownsen 9/20/23 (ADDENDUMS 1-4) CHECKED BY: DRAWING FILE No.: SSAWYER 0699.14 CH-01 E'G P: 360-352-1465 F: 360-352-1509 z 10�12�22 SCIALLIANCE.COM I N PLASTIC BICYCLE WAYFINDING MARKING NTS DISCOVERY ROAD FRAGBIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA SIGN SPECIFICATIONS AND DETAILS 43 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. LUMINAIRE SCHEDULE LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 1 115+94.0 35.5' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 2 116+31.0 16.5' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 3 120+48.0 35.5' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 4 120+86.0 16.5' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 5 123+74.0 35.5' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 6 124+07.0 25.5' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 7 124+23.0 35.0' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD \ o �C' 'Co /V J- / i **,w- 0 30 60 SCALE IN FEET FOR GENERAL NOTES, SEE IL-2. ILLUMINATION LEGEND EXISTING NEW JEFFERSON COUNTY PUD HANDHOLE ® ® (SEE APPENDIX 1) ---- ---- CONDUIT ® JEFFERSON COUNTY PUD TRANSFORMER AWIRE NOTE OX CONSTRUCTION NOTE 0-0LIGHT STANDARD WIRING SCHEDULE RUN WIRE/CABLE NO. CONDUIT REMARKS SIZE 1 2" PVC SEE NOTES 1 & 2 1. WIRING TO BE INSTALLED BY JEFFERSON COUNTY PUD 2. CONDUIT SHALL BE SCHEDULE 40, GRAY, UL LISTED AND ELECTRICAL GRADE. ILLUMINATION CONSTRUCTION NOTES O LUMINAIRE, POLE, FOUNDATION, WIRING, AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED BY JEFFERSON COUNTY PUD. POLE SHOWN FOR REFERENCE ONLY. O2 LOCATION OF PROPOSED POWER SOURCE. Qs INSTALL NEW CONDUIT INTO EXISTING PEDESTAL COORDINATE INSTALLATION WITH PUD. FRANCHISE UTILITIES LEGEND INSTALLED BY OTHERS ® LUMEN 4484 VAULT ® LUMEN 3048 HAND HOLE WAVE PEDESTAL E WAVE 2" CONDUIT O_____ T----- T_ ___ ___ _____T _____ _ ° J rn W T _ _ - - - - p� - - - - wLe - -- ---- ---- ---- - ¢ - 12 0 i25�Q0 2 H i �_ _ 4 - ww ® w w w Z w Al Z, _ — �— { 7 _ __y ____p____p _____p ____=P ___ p_____o ____ U w o = w _ — —_WAVE WAVES _____OH _W�H~—OH_ OH____ O — O w Uw -_-_ _ _- 3 I\ 1 1 14 j 1 x_ I ® Y CO op( 'o REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: 0 ® ADDENDUM 2 06 05 23 SCJ GHILEN 06062023 �j A.Sq� �� Port DISCOVERY ROAD -� / / ALL DIMENSIONS °� °` was"'"sF�, `++ } yU� BIKEWAY ROADWAY & SIDEWALK PROJECT IL-1 DRAWN BY: JOB No.: SHOWN IN FEET a, 5HOWSDEN 0699.14 " �i lSte± AfLLIAN E PORT TOWNSEND, WA UNLDESIGNOTHERWISE Townsen SHEET No.,9/20/23 CHECKED BY: DRAWING FILENo.: DESIGNATED F RedQE �8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 ILLUMINATION PLAN fo (ADDENDUMS 1-4) SSAWYER 0699.141E-01 SSIpNAL ECG P:360-35C1ALLANCECOM52-1509 44 OF �1 06/05/2 A 112+00 - A 126+00 LUMINAIRE SCHEDULE LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 8 131+32.0 33.5' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 9 131+66.9 29.6' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 10/11 132+49.0 4.5' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 12/13 134+27.0 1.0' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 14 135+09.0 26.0' LT * * * * ' * *TO BE INSTALLED BY JEFFERSON COUNTY PU 0 0 N J Qw Lu w Z = J Cn = lw ----- p----- Q if), 0 0 M LL, w Q = a) wN z= �F— = L1.1 U UJ Q Cn bLU. 9 IN 1U, 1. JU N., K. I-VV., W.M. i 0 30 60 / SCALE IN FEET 1 o /41 / I k (DISCOVERY RD.) 7. V T-----T-----T-12STT4D---T----- ----- --... iLU- 4u" g �f _-'---rwtUV--T----- T----- T----- T ----- T f—_�_T=___S____T___ p..__pp:=___ ___-______-f�_ �w--- w----- w_____w_____,,, v4 _ T C / 1 J /� 0 0 ') W r- w ¢_ w "' Z CQ J = W Luco 0 0 O M 1 W w Lu z= J C/3 F W Q � ILLUMINATION LEGEND EXISTING NEW ® ® JEFFERSON COUNTY PUD HANDHOLE (SEE APPENDIX 1) ---- ---- CONDUIT ® JEFFERSON COUNTY PUD TRANSFORMER AWIRE NOTE O X CONSTRUCTION NOTE 0-0LIGHT STANDARD WIRING SCHEDULE RUN WIRE/CABLE N0. CONDUIT REMARKS SIZE 1 2' PVC JSEE NOTES 1 & 2 1. WIKINU IV UL IMIALLLU UY JL"LKJUN CUUNIY fUU 2. CONDUIT SHALL BE SCHEDULE 40, GRAY, UL LISTED AND ELECTRICAL GRADE. ILLUMINATION CONSTRUCTION NOTES O LUMINAIRE, POLE, FOUNDATION, WIRING, AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED BY JEFFERSON COUNTY PUD. POLE SHOWN FOR REFERENCE ONLY. O2 LOCATION OF PROPOSED POWER SOURCE. O3 INSTALL NEW CONDUIT INTO EXISTING PEDESTAL COORDINATE INSTALLATION WITH PUD. GENERAL CONSTRUCTION NOTES 1. LUMEN'S EQUIPMENT SHALL BE INSTALLED BY OTHERS PRIOR TO CONTRACT. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, CITY OF PORT TOWNSEND STANDARDS, JEFFERSON COUNTY PUD STANDARDS, SPECIAL PROVISIONS, AND THESE PLANS. 3. THE LOCATION OF ALL CONDUIT AND JUNCTION BOXES SHOWN ON THIS PLAN ARE FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FILED. STATION AND OFFSET PROVIDED FOR LUMINAIRE INSTALLATION IS AT THE CENTER OF THE FOUNDATION. 4. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADD111ONAL JUNCTION BOXES, AS REQUIRED. FRANCHISE UTILITIES LEGEND INSTALLED BY OTHERS ® LUMEN 4484 VAULT ® LUMEN 3048 HAND HOLE ■ WAVE PEDESTAL WAVE WAVE 2" CONDUIT -� Ql a, fo 0 REVISIONS DATE BY DESIGNED BY: GHILEN ISSUE DATE: oso6zoza ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED �� A.Sq� C; °` wAs"'"sF " „ * ,c. Reds E,i �_8730TALLONLANENE,SUITE200, SSIONAL E06 os/o6/2 �� `++ /�,, SC± ALLIANCE �L�y� LACEY,WASHINGTON98516 P:360-3SCJALLIANCECOM52-1509 �lty� f I O u� Townse� DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: IL-2 ® ADDENDUM 2 06 05 23 / / SCJ DRAWN BY: 5HOWSDEN JOB 0699.14 SHEETNo.,U 45 OF 71 9/20/23CHECKED ILLUMINATION PLAN A 126+00 - A 140+00 (ADDENDUMS 1-4) BY: SSAWYER DRAWING FILENo.: 0699.141L,01 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. ILLUMINATION LEGEND 0 N � J JJ W Z W W Q C103 LUMINAIRE SCHEDULE LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING BASE CIRCUIT COMMENTS # ARM HEIGHT # 15 142+93.0 16.0' RT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD 16 143+48.0 25.0' LT * * * * * *TO BE INSTALLED BY JEFFERSON COUNTY PUD X-----X--= 145+uu EXISTING NEW JEFFERSON COUNTY PUD HANDHOLE ® ® (SEE APPENDIX 1) ---- ---- CONDUIT ® JEFFERSON COUNTY PUD TRANSFORMER AWIRE NOTE OX CONSTRUCTION NOTE 0-0LIGHT STANDARD IlAyll WIRING SCHEDULE RUN WIRE/CABLE NO. CONDUIT REMARKS SIZE 1 2' PVC SEE NOTES 1 & 2 1. WIKINU IU lit IMIALLH) UY JL"LKJUN UUUNIY III 2. CONDUIT SHALL BE SCHEDULE 40, GRAY, UL LISTED AND ELECTRICAL GRADE. ILLUMINATION CONSTRUCTION NOTES O LUMINAIRE, POLE, FOUNDATION, WIRING, AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED BY JEFFERSON COUNTY PUD. POLE SHOWN FOR REFERENCE ONLY. O2 LOCATION OF PROPOSED POWER SOURCE. 3O INSTALL NEW CONDUIT INTO EXISTING PEDESTAL COORDINATE INSTALLATION WITH PUD. GENERAL CONSTRUCTION NOTES 1. LUMEN'S EQUIPMENT SHALL BE INSTALLED BY OTHERS PRIOR TO CONTRACT. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, CITY OF PORT TOWNSEND STANDARDS, JEFFERSON COUNTY PUD STANDARDS, SPECIAL PROVISIONS, AND THESE PLANS. 3. THE LOCATION OF ALL CONDUIT AND JUNCTION BOXES SHOWN ON THIS PLAN ARE FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FILED. STATION AND OFFSET PROVIDED FOR LUMINAIRE INSTALLATION IS AT THE CENTER OF THE FOUNDATION. 4. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. FRANCHISE UTILITIES LEGEND INSTALLED BY OTHERS ® LUMEN 4484 VAULT ® LUMEN 3048 HAND HOLE ■ WAVE PEDESTAL -WAVE- WAVE 2" CONDUIT ==-o q fo Q REVISIONS DATE BY DESIGNED BY: GHILEN ISSUE DATE: 06062023 DIMENSIONS SHOWN IN FEET UNLESS DESIGNATED DESIGN DESIGNATED �j A.Sq� ` WAS"'" s�,` „ F Reds QE �_8730TALLONLANENE,SUITE200, SSIpNAL ECG os/oe/2 �� Ste± AfLLIANE LACEY,WASHINGTON98516 P: 360-3SCIALLIANCE COM52-1509 �lty�fBIKEWAY ort Townsen DISCOVERY ROADALL ROADWAY &SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: IL-3 ® ADDENDUM 2 06 / 05 / 23 SCJ DRAWN BY: SHOWSDEN JOB No.: ossa,4 SHEET No.In 1 Y6 OF 71 9/20/23 ILLUMINATION PLAN A 140+00 - A 146+00 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILENo.: 0699.141E-01 MKE/PAINT LAYOUT FOR APPROVAL. CEMENT CONCRETE MIXING ZONE PAVEMENT CEMENT CONCRETE/ w / SIDEWALK - SEE \a N CVIL DWGS D \ 0U1� E OGE / v / / PANELS PLANT BED - SEE J2 EQ. PLANTING DWGS / Epw CEMENT 2 / CONCRETE MIXING L ZONE BORDER CEMENT CONCRETE SIDEWALK - SEE �. CIVIL DWGS �111 00' BIKEWAY - SEE / CVIL DWGS � i s CONTROL JOINT / TYP - SEE SPECS 2 CEMENT CONCRETE MIXING / i u3` yes 14.1 ZONE BORDER 1 CEMENT CONCRETE MIXING L4.1 ONMEN WEST MIXING ZONE ENLARGEMENT PLAN a� SCALE: 1 "=10'-0" NORTH 30'-0" 7 EQ PANELS LAY UT ERPENDICUL_AR T ROAD 2 CEMENT CONCRETE STATfQNlN L4.1 MIXING ZONE BORDER 1 -0" 10'-0" y/ TYP CONTROL JO NT, \ TYP -SEE SP S 0 CEMENT C CfiETE CEMENT CONCRETE PAVING; BUS SDEWALK - SEE SHELTER BY OTHERS I CVIL DWGS 123+00 1 CEMENT CONCRETE STA:122+78.00 L4.1 MIXING ZONE PAVEMENT BUS STOP ENLARGEMENT PLAN SCALE: 1 "=10'-O" aaD NORTH I I 10'-0" BIKEWAY - SEE CIVIL DWGS 14'-O" -0" 14'-0" oQo 0 0 6 DANELS ► — U ia> m W ANGLED CURB TRANSITION m Of oo w c=i N � - - SEE CIVIL DWGS 3 CEMENT CONCRETE CEMENT CONCRETE J o L4.1 APPROACH RAMP SIDEWALK - SEE CIVIL DWGS -0" 1 CEMENT CONCRETE / TYPO L4.1 MIXING ZONE PAVEMENT CONTROL JOINT TYP 14'-0" - SEE SPECS 28'-0 / 2 CEMENT CONCRETE / L4.1 MIXING ZONE BORDER SURFACE -SEE CIVIL] 1 CONCRETE CLASS 3000 DWG LAYOUT L4.0 RETAINING WALL WITH L��\ i j� / SANDSTONE WALL CAP MIXING ZONE 1 ENLARGEMENT PLAN SCALE: 1 "=10'-O" a NORTH A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 6/2412022 DISCOVERY ROAD ALL DIMENSIONS GffiZ6 a"oa` eC MacLeod Cityo fPort*,, BIKEWAY ROADWAY & SIDEWALK PROJECT L1.0 DRAWN JOB SHOWN IN FEET Reckord PLLCD.S./J.D. 0699.14 PORT TOWNSEND, WASHEET No.: 9/20/23 UNLESS OTHERWISE 110 e, waaine Place South, Suite 600 OWnSenCHECKED BY: DRAWING FILE No.: DESIGNATEDN ER CKORD SeaHle, Washington 98104 (ADDENDUMS 1-4) EXP1RE5ON „ P206-323-7919 C.R.ID.S. 8/10/22 F206-323.9242 LAYOUT AND MATERIALS ENLARGMENT PLANS 47 GE 69 2 CEMENT CONCRETE L4.1 MIXING ZONE BORDER 38'-4" / p/, , 4'-0" TY 1 CEMENT CONCRETE c L4.1 MIXING ZONE PAVEMENT p CEMENT CONCRETE SIDEWALKSo / ° - SEE CIVIL DWGS END MIXING ZONE PAVEMENT AT CURB ANGLE CHANGE; CONTROL JOINT, TYP - SEE VERIFY 1'-O" SPECS -_- TYP _ � ST +27.98 CEMENT CONCRETE PAVING; STA:13 +38.00 BUS SHELTER BY OTHERS --__ __ ---- - - - 135+00 — - STA:134+24.02 134+00 1 CEMENT CONCRETE L4.1 MIXING ZONE PAVEMENT 35'-0"- 14'-0" BIKEWAY -SEE TYP 8 EQ PANELS EQ PAN LS 2 -p" CIVIL DWGS TYP ---- <� I� _ o d o W W W — -- I i J 1 CEMENT CONCRETE SIDEWALK - SEE CIVIL DWGS I ANGLED CURB TRANSITION - EXISTING CHERRY TREE to SEE CIVIL DWGS TO BE PROTECTED AND 2-0"10'-0" 1_0 '-0 PRESERVED CONTROL JOINT, I 3 CEMENT CONCRETE TYP - SEE SPECS L4.1 APPROACH RAMP � CEMENT CONCRETE PAVING; BUS 2 CEMENT CONCRETE \ SHELTER BY OTHERS L4.1 MIXING ZONE BORDER HMA SURFACE - SEE 1 �ONCRETE CLASS 3000 CIVIL DWGS FOR LAYOUT L4.0 RETAINING WALL WITH SANDSTONE WALL CAP MIXING ZONE 2 ENLARGEMENT PLAN 6 SCALE: 1 "=10'-0" NORTH 0I CEMENT CONCRETE SIDEWALK - SEE CIVIL DWGS ANGLED CURB TRANSITION - SEE CIVIL DWGS CONTROL JOINT, TYP -SEE SPECS HMA SURFACE - SEE CIVIL DWGS FOR LAYOUT 14 -0" 6' j fill 75.00 C C C C C C 143+00 1 CEMENT CONCRETE C L4.1 MIXING ZONE PAVEMENT PLANT BED - SEE co PLANTING SHEETS CYCLE TRACKLO - SEE CIVIL DWGS 1 / 3 CEMENT CONCRETE L4,1 APPROACH RAMP 2 CEMENT CONCRETE L4.1 MIXING ZONE BORDER z 1 CONCRETE CLASS 3000 ® L4.0 RETAINING WALL WITH SANDSTONE WALL CAP 2 MIXING ZONE 3 ENLARGEMENT PLAN 6 SCALE: 1 "=10'-0" NORTH '3 Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No BID ADDENDUM 6/6/2023 D.S..: D.S./J.D. 6/2412022 DISCOVERY ROAD L1.1 ® ALL DIMENSIONS �� MacLeod Cityo f O 1 BIKEWAY ROADWAY & SIDEWALK PROJECT ® BID ADDENDUM 4-SEAT WALL 6/8/2023 D.S. DRAWN BY: JOB No.: SHOWN IN FEET ARCHITECT Reckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WA UNLESS OTHERWISE 0 Prefon aine Place South, Suite 600 SHEET No.:O W n S e n 9/20/23 N E R CKORD Seattle, Washington 98104 ADDENDUMS 1 4 -CONFORMANCE PLANS-- CHECKED BY: DRAWING FILE No.: DESIGNATED Exv1REsorvasao P206-323-7919 C.R.ID.S. F206-323.9242 LAYOUT AND MATERIALS ENLARGMENT PLANS 48 OF 69 0' 10' 20' 40' NORTH SCALE W m m Q W W N W Z U Q M PLANTING LEGEND OEXISTING TREE TO REMAIN 30 PROPOSED TREE J W m W W N l — - - — ROW LINE w z — — — PROPERTY LINE C) 113+00 ROADWAY CENTERLINE Q + STATIONING -------- ROOT BARRIER EXISTING PLANTING - FIELD VERIFY LOCATIONS NOTES: 1. SEE SHEET L2.3 FOR PLANTING SCHEDULE. 2. SEE SHEETS L2.4 FOR PLANTING NOTES. 3. SEE SHEET L2.5 FOR PLANTING DETAILS. N J W 2 !n W W !n Uj i J U Q 0' 10' 20' 40' NORTH SCALE Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS �j�b6ZATZI.K.N MacLeod C1tyo 01 BIKEWAY ROADWAY & SIDEWALK PROJECT L2.0 DRAWN BY: JOBNo.:SHOWN IN FEET 'TES Reckord PLLC D.S./J.D. 0699.14 _ PORT TOWNSEND, WA UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: _ 9/20/23 uNN EE RNocKORD Seattle, Washington 98104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: DESIGNATED oaEso avozs F206-323-9242 Townsen C.R.I D.S. F206-323-9242 PLANTING PLAN 49 OF 69 8110122 LidUj I - 130+00- 129+00 DISCOVERY ROAD W Z J � 2 M a 0' 10' 20' 40' NORTH SCALE J R %O�. ia70,Dr _ Z - _ 2 — — U Q PLANTING LEGEND OEXISTING TREE TO REMAIN 30 PROPOSED TREE J W m W W N l — - - — ROW LINE W z — — — PROPERTY LINE 113+00 ROADWAY CENTERLINE a + STATIONING - - - - - - - - ROOT BARRIER EXISTING PLANTING - FIELD VERIFY LOCATIONS NOTES: 1. SEE SHEET L2.3 FOR PLANTING SCHEDULE. 2. SEE SHEETS L2.4 FOR PLANTING NOTES. 3. SEE SHEET L2.5 FOR PLANTING DETAILS. x / EXISTING PRIVATE / LANDSCAPING TO BE RETAINED, FIELD VERIFY LIMITS, 0' 10' 20' 40' NORTH SCALE Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS �j�b6 MacLeod Cit 01 BIKEWAY ROADWAY &SIDEWALK PROJECT L2.1 DRAWN BY: JOBNo.:SHOWN IN FEET �� "E` Reckord PLLC D.S./J.D. 0699.14 _ PORT TOWNSEND, WA -CONFORMANCE PLANS --UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: 9/20/23 uNN EE RN�cKORD Seattle, Washington 96104 ADDENDUMS 1-4 CHECKED BY: ORAWINGFILENo.: DESIGNATED P206-3237919 Townsen ( ) O.R./D.S. EX°'RESON�p�' F206-323-9242 PLANTING PLAN 50 of 69 8110122 R PLANTING LEGEND OEXISTING TREE TO REMAIN 30 PROPOSED TREE J W m W W N — - - — ROW LINE — — — PROPERTY LINE 113+00 ROADWAY CENTERLINE a + STATIONING -------- ROOT BARRIER EXISTING PLANTING - FIELD VERIFY LOCATIONS NOTES: 1. SEE SHEET L2.3 FOR PLANTING SCHEDULE. 2. SEE SHEETS L2.4 FOR PLANTING NOTES. 0' 10 20 40' 3. SEE SHEET L2.5 FOR PLANTING DETAILS. NORTH SCALE rr • � rrr � W -------------\—=----- 0 139+00 — + +------------- a 14 +00 W + + + + + + + +. i DISCO R - - _ 144+00 W _ _ _ - 142+00 143+00 - z 0' 10' 20' 40' NORTH SCALE Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS �j�b6 MacLeod Cit 01 BIKEWAY ROADWAY &SIDEWALK PROJECT L2.2 DRAWN BY: JOBNo.:SHOWN IN FEET "E` Reckord PLLC D.S./J.D. 0699.14 _ PORT TOWNSEND, WA -CONFORMANCE PLANS --UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: 9/20/23 uNN EE RNocKORD Seattle, Washington 98104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: DESIGNATED oaEso avozs 206-323-7919 o risen C.R./D.S. F206-323-9242 PLANTING PLAN 51 OF 69 8/10/22 PLANT SCHEDULE PLANT SCHEDULE CONTINUED SYMBOL BID# SCIENTIFIC / COMMON NAME PLANT SIZE COND. REMARKS 39 LARGE TREE Liquidambar styraciflua 'Rotundiloba' / Rotundiloba Sweetgum 7 3" CAL. B&B — 40 Malus tschonoskii / Chonosuki Crabapple 32 3" CAL. B&B — 41 Prunus x yedoensis 'Akebono' / Flowering Cherry 2 3" CAL. B&B PROVIDE DEER PROTECTION FENCE. SEE L4.2 O42 Zelkova serrata 'Musashino' / Japanese Zelkova 8 3" CAL. B&B — SMALL TREE 43 Acer glabrum / Douglas Maple 5 0, 44 Amelanchier x grandiflora / Apple Serviceberry 11 45 Cornus kousa x nuttallii 'Venus' or 'Starlight' / Kousa Dogwood 3 6'-7' HT. B&B OR CONT.- 6'-7' HT. B&B OR CONT.— 2" CAL. B&B OR CONT.— SYMBOL BID# SCIENTIFIC / COMMON NAME QTY. SIZE COND. REMARKS SMALL SHRUBS / GROUNDCOVER 9 58 Abelia x grandiflora 'Kaleidoscope' / Abelia 56 1 GAL. CONT. 36" O.C. ® 59 Arctostaphylos uva ursi 'Massachusetts' / Kinnikinnick 15 1 GAL. CONT. 24" O.C. 66 Corpus sericea 'Kelseyi' / Dwarf Red —Osier Dogwood 20 1 GAL. CONT. 36" O.C. O 61 Erica x darleyensis 'Kramer's Rote' / Kramer's Red Winter Heath 166 1 GAL. CONT. 32" O.C. O 62 Fothergilla gardenii / Dwarf Fothergilla 61 1 GAL. CONT. 30" O.C. 67 Fragaria chiloensis / Beach Strawberry 295 4 INCH CONT. 15" O.C. 0 63 Lavandula angustifolia 'Hidcote' / Hidcote Lavender 52 1 GAL. CONT. 24" O.C. Q 64 Lonicera pileata / Privet Honeysuckle 165 1 GAL. CONT. 24" O.C. Q 65 Mahonia nervosa / Low Oregon Grape 12 1 GAL. CONT. 24" O.C. 66 Polystichum munitum / Swordfern 68 1 GAL. CONT. 24" O.C. SEED MIXES 38 Native Seed Mix with Topsoil Type A 38 Native Seed Mix with Topsoil Type A — Biofiltration 17750 SF (APPROX.) 12600 SF (APPROX.) LARGE SHRUB ® 46 Arbutus unedo 'Elfin King' / Dwarf Strawberry Tree 6 5 GAL. CONT. 8' O.C. SWALE GRASSES / 48 Ceanothus 'Dark Star' /California Lilac 12 2 GAL. CONT. 6' O.C. O 68 Carex obnupto Slough Sedge 36 PLUGS — ® 68 Carex testacea / Orange Sedge 63 PLUGS — (} 50 Lonicera involucrata / Twinberry 15 1 GAL. CONT. 4' O.C. / 51 Myrica Californica /Pacific Wax Myrtle 6 2 GAL. CONT. 5' O.C. ® 68 Juncus balticus Baltic Rush 36 PLUGS — ® 52 Rhododendron macrophyllum / Rhododendron 13 5 GAL. CONT. PROVIDE DEER PROTECTION FENCE. SEE L4.2 MEDIUM SHRUBS ® 51 Cistus x hybridus / White Rockrose 22 1 GAL. CONT. 42" O.C. 52 Gaultheria shallon / Salal 115 1 GAL. CONT. 42" O.C. 53 Potentilla fruticosa / Bush Cinquefoil 68 1 GAL. CONT. 42" O.C. 52 Ribes sanguineum / Red Flowering Currant 10 1 GAL. CONT. 42" O.C. 55 Rosmarinus officinalis / Rosemary 20 1 GAL. CONT. 42" O.C. ® 56 Symphoricarpus albus / Snowberry 36 1 GAL. CONT. 42" O.C. -Q 53 Voccinium ovatum / Evergreen Huckleberry 26 1 GAL. CONT. 42" O.C. Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS Gffl,�& Ec MacLeod CltyoPortBIKEWAY ROADWAY & SIDEWALK PROJECT L2.3 DRAWN BY: JOB No.: SHOWN IN FEET _ Reckord PLLCD.S./J.D. 0699.14 PORT TOWNSEND, WA —CONFORMANCE PLANbS- UNLESS OTHERWISE110PrefontainePlaoeSouth,Suite600 SHEETNo.: 9/20/23 DESIGNATEDa"VEER"CKORD se awe, Washington98104 ADDENDUMS 1-4) CHECKED 206-323-7919 CR./D.S.: DRAWING FILE No.: 10122so oavozs F206-323-9242 Townsend PLANTING SCHEDULE $/,D/22 52 OF 69 PLANTING NOTES 1. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS. 2. FLAG ALL TREES TO REMAIN PROTECTED AND UNDISTURBED. 3. STAKE SIGN LOCATIONS PRIOR TO TREE AND SHRUB INSTALLATION. TREE AND SHRUB LOCATIONS NEAR SIGNS MUST BE REVIEWED AND APPROVED IN THE FIELD. 4. STAKE LOCATIONS OF ALL NEW TREES FOR APPROVAL AND ORIENT AS DIRECTED. STAKE LOCATIONS OF ALL NEW PLANT BEDS FOR APPROVAL PRIOR TO PLANTING. SET SHRUBS IN PROPOSED LOCATIONS PRIOR TO PLANTING AND ADJUST LOCATIONS OF SHRUBS IN FIELD AS DIRECTED BY OWNERS REPRESENTATIVE. 5. PRESERVE AND PROTECT ALL EXISTING VEGETATION TO REMAIN. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS AND/OR EXISTING UTILITIES TO REMAIN. DO NOT DRIVE MACHINERY OVER ROOTS WITHIN EXISTING TREE DRIPLINES, INCLUDING TREES LOCATED OUTSIDE THE LIMIT OF WORK. 6. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH MINIMUM SIZES AND TYPES IDENTIFIED IN THE PLANT SCHEDULE AND CITY OF PORT TOWNSEND CODES. PLANTING MATERIALS AND METHODS SHALL BE PER THE SPECIFICATIONS. PLANT QUANTITIES SHALL BE PER PLANT SCHEDULE AND AS SHOWN ON THE DRAWINGS. IF THERE IS A DISCREPANCY, THE GREATER QUANTITY SHALL BE INSTALLED. 7. PRUNE EXISTING AND NEW VEGETATION ONLY AS DIRECTED BY OWNERS REPRESENTATIVE. 8. SEE SPECIFICATION FOR PLANT ESTABLISHMENT REQUIREMENTS. 9. SEE SPECIFICATIONS AND PLANTING DETAILS FOR PREPARATION OF PLANTED AREAS, INCLUDING SUBGRADE PREPARATION, IMPORTED MATERIALS AND FINISH GRADING. 10. PRIOR TO BEGINNING WORK, SET UP A PLANTING PRECONSTRUCTION MEETING TO DISCUSS OPTIMUM PLANTING SEASON, SITE PREPARATION, PLANTING AND IRRIGATION CONSTRUCTION WITH THE FOLLOWING PARTIES: • PLANTING / SITE PREPARATION CONTRACTOR(S) • IRRIGATION CONTRACTOR • OWNER • LANDSCAPE ARCHITECT 10. ALL DISTURBED AREAS NOT OTHERWISE DESIGNATED FOR IMPROVEMENTS SHALL BE RESTORED TO PREVIOUS OR BETTER CONDITION. 11. PROVIDE ROOT BARRIER PER SPECIFICATION AT PERIMETER OF PLANT BEDS AS SHOWN ON THE PLANS. 12. GRADE SURFACE OF PLANT BEDS AT 2% MINIMUM SLOPE TOWARD TOP OF CURB UNLESS OTHERWISE INDICATED. SEE GRADING PLANS. 13. PROVIDE FERTILIZER TABLETS AT TREES AND ALL PLANT MATERIAL IN PLANT BEDS. 14. AREAS DISTURBED BY THE PLANTING OF TREES NOT LOCATED IN PLANT BEDS SHALL BE SEEDED. Q I REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS a�bL� Ec MacLeod Cltyo 01 BIKEWAY ROADWAY & SIDEWALK PROJECT L2.4 DRAWN BY: JOBNo.:SHOWN IN FEET �� __ Reckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WA UNLESS OTHERWISE � Q 110PrefontainePlaceSouth,Suite600 SHEET No.: 9/20/23 DESIGNATED uNNEERNOKORD Seame,Washington98104 ��J ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: oaEso oavozs F206-323-9242 0 . I ns e n C.R.ID.S. F206-323-9242 PLANTING NOTES 53 OF 69 8/10/22 O.C. SPACING PER PLANS AND PLANT SCHEDULE CONTINUOUS OUTER ROW AT MIN. SPACING PER PLANT SCHEDULE. TRIANGULAR SPACING INSIDE BED. EDGE OF PLANTING BED 0 0 o o o o CENTER OF PLANT, TYP. o o o N ONE HALF OF PLANT SPACING DIMENSION, MIN. 6" FROM EDGE OF BED FOR GROUNDCOVERS AND 12" FROM EDGE FOR SHRUBS, LOCATE TREES AS SHOWN. PLANT BED SEEDED AREAS NOTE: 1. SEE SPECS FOR ADDITIONAL PREPARATION DETAIL. 2. FOR BIOSWALE SOIL PREPARATION SEE SHEET XS-1 SEQUENCE OF WORK (PLANT BED) O1 SCARIFY SUBGRADE MIN. 12" DEPTH O2 PLACE 6" TOPSOIL PER SPECS O TILL TOPSOIL INTO TOP 4" OF SCARIFIED SUBGRADE ® FINISH GRADE TOPSOIL PRIOR TO PLACING 2" ORGANIC MULCH SEQUENCE OF WORK (LAWN SEED AREAS) (5) SCARIFY SUBGRADE 6" DEPTH 6 PLACE 2" DEPTH TOPSOIL, PER SPEC 7 FINISH GRADE TOPSOIL PRIOR TO SEEDING 2'-0" WIDE CSTC SHOULDER HMA PAVING GROUNDCOVER SPACING 2 SOIL PREP ROOT BARRIER SCALE:1/2"=1'-O" SCALE:1"=1'-O" � SCALE:1/2"=1'-O" 1'-0" PER PER TYP.. PLAN I PLAN "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" WIDTH) PER SPEC. NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICAL. LOOP EACH TIE LOOSELY AROUND EACH TREE TRUNK TO PROVIDE 1" SLACK TRUNK GROWTH. WHITE PLASTIC TAPE FLAGS. PLANT TREE AT SAME GRADE AS NURSERY. REMOVE BURLAP, WIRE BASKETS, REQUIRED TOPSOIL DEPTHS: PLANT AT SAME GRADE AS AT NURSERY. I/% AND ALL NON —BIODEGRADABLE ITEMS FROM TOP 1/3 OF ROOTBALL. DRAINAGE SWALE — 18" DEPTH PLANTING BED — 12" DEPTH FEATHER SPECIFIED DEPTH OF MULCH TO FLUSH WITH �p Qf �0 q0 � (2) 2"0 WOOD STAKES PER TREE, SEE SPEC. BASE OF PLANT. � e � � FERTILIZER TABLETS AT ROOTBALL. PLACE TABLETS AT � � FEATHER SPECIFIED DEPTH OF MULCH TO FLUSH WITH BASE OF PLANT. ��v 0 OUTER EDGES OF ROOTBALL, 1"-2" BELOW TOPSOIL c� FERTILIZER TABLETS AT ROOT BALL. PLACE TABLETS AT OUTER SURFACE. EDGES OF ROOTBALL, 6"-8" BELOW THE TOPSOIL SURFACE. �� 00 FIRMLY FORMED SAUCER BERM (USE BACKFILL SOIL). TOP OF g0 e SAUCER SHOULD BE MIN. 2" HIGHER THAN BASE OF PLANT. FIRMLY FORMED SAUCER BERM (USE BACKFILL SOIL). TOP OF SAUCER SHOULD BE MIN. 2" HIGHER THAN BASE OF PLANT. PROVIDE 2" MIN. DEPTH MULCH OVER ENTIRE PLANTING PROVIDE 2" MIN. DEPTH MULCH OVER ENTIRE PLANTING BED. FREE ALL BRANCHES AND RUNNERS FROM MULCH BED. FREE ALL BRANCHES AND RUNNERS FROM MULCH. FOR PLANTING ON SLOPES: INSTALL PLANT UPRIGHT AND LEVEL o SOIL. ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF 1n FOR PLANTING ON SLOPES, INSTALL PLANT UPRIGHT AND LEVEL SOIL ';;` PLANT. TO ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT AND =III= ;.`; ..,. , ,,'_ ,.. — PLANTING SOIL BACKFILL PER SPECS. THOROUGHLY WATER SETTLE, PROVIDE A 2' HT SAUCER BERM ON THE DOWNHILL SIDE. DO NOT LEAVE AIR POCKETS, DO NOT DAMAGE ROOTS. REMOVESCAR ROCKS OVER 2" SIZE FROM SURFACE PRIOR TO PLACING MULCH , AND OADJACENTMAXIMIZE AREAFY WITHIDES OUT UNDERM NIONG PAVING OR CURBD SCARIFY SIDES AND BOTTOM OF PIT � z , = — — N —III _—_ =III= — PLANTING SOIL BACKFILL PER SPEC. SETTLE WITH WATER. DO NOT =III=III-III- REMOVE ALL BURLAP, WIRE AND NON —BIODEGRADABLE III III III LEAVE AIR POCKETS. COMPACT PLANTING SOIL BACKFILL TO 90%. MATERIAL FROM ROOTBALL. SPREAD ROOTS EVENLY OVER fl 12" GREATER FIRMLY MOUNDED BACKFILL SOIL 20" GREATER UNDISTURBED SUBGRADE OR COMMON FILL TO SPEC. THAN ROOTBALL SECTION UNDISTURBED EX. SUBGRADE THAN ROOTBALL COMPACT TO 90% PRIOR TO SCARIFYING PIT. SECTION SHRUB & GROUNDCOVER PLANTING TREE PLANTING 4 5 SCALE: 1 "=1'-0" SCALE: 1/4"=1'-0" & GROUNDCOVER PLANTING PLANTING BED PER PLAN FINISH GRADE TREE PLANTING 24" DEPTH ROOT BARRIER PER PLAN; SEE SPECS Q I REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS a�bL� Ec MacLeod Cltyo 01 BIKEWAY ROADWAY & SIDEWALK PROJECT L2.5 DRAWN BY: JOBNo.:SHOWN IN FEET __ Reckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WA —CONFORMANCE PLAMS— UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: 9/20/23 DESIGNATED uNNEER"OKORO Seame,Washington98104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILENo.: 10122so oavozs P206-3237919 Townsend C.R./D.S. F206-323-9242 PLANTING DETAILS 54 OF 69 8/10/22 LJ m Cb Q W W N W z U Q ME I I X X \ X X -- - ----- _ —----------- - —-------------------- �� _------- -- ---- + + + + + o ------ ------------- — — --- —------- ------ w LU — �+oo — — --_— ------ — — —_ ---___ 118 R xX \ X IRRI©.TION SLEEVE, TYP 0' 10' 20' 40' NORTH SCALE 0' 10' 20' 40' NORTH SCALE IRRIGATION LEGEND ■nongnmoommo■ 6" CLASS 200 PVC SLEEVE miimiimiis4" SCH40PVCSLEEVE SEE SHEET L3.3 FOR MORE INFORMATION IRRIGATION EQUIPMENT LEGEND NOTES 1. SEE SHEET L3.3 FOR IRRIGATION EQUIPMENT LEGEND, NOTES AND SCHEDULES. Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: — D.S.IJ.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS G6U MacLeod �1t [ of L3.0 DRAWN BY: JOB Na.: SHOWN IN FEET "E° Reckord PLLC �1BIKEWAY ROADWAY &SIDEWALK PROJECTD.S.IJ.D. 0699.14 PORT TOWNSEND, WA", --CONFORMANCE PLANS --UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: 9/20/23 N E R CKORD Sea tle, Washington 961040 s e nADDENDUMS 1-4 cREOKED Bv: DuwINC FILE No.: DESIGNATEDEXPIRES ON p206-3237919 C.R.ID.S. F206-32&9242 IRRIGATION PLAN 55 OF 69 8/10/22 \ /\ � IRRIGATION LEGEND ■........■■■■ 6" CLASS 200 PVC SLEEVE mIImIImIIs4" SCH40PVCSLEEVE SEE SHEET L3.3 FOR INFORMATION IRRIIGATI ONEEQUIPMENT —, — — LEGEND 0 ,xF r,<� xx +,r, �.. +x" y �. K;''x '+_xx�II.II.II.II.IIx+�_* +� a NOTES ++ w --- --- --- -- -- - -- _ _ _ __ -_ -- -- -__ -- - — w + ++ ++ --S — -- — — — _— — — --- - m 1. SEE SHEETL3.3FORIRRIGATION N = _— 125T0 —z—= — -- T26-+-O6 — — — — =17 150 — _ _—_ ---_-- _ _—___----- LEGEND, ATION . y $ _— w EQUIPMENT LE D NOTES w — — — — — — — — — — — — -- — — -- -- -- ---- ===— N SCHEDULES. n—_----- -- —----__-------__--------- — — ------_--- ---- — Ld __---__—_ ___ _ ____ __ _ — — — — — — _ J ___ ____ _ _ _ _ ___ ____ ____ _ __ ______ __ __ ___ 0' 10' 20' 40' NORTH SCALE / DRAIN VALVE AT LOW // \ / POINT OF MAIN LINE / MAIN LINE STUB-OU AND \ n n �in n QUICKCOUPLER ALVE Mu — — — — ai _ __ ---- y ` - - _ _ __ .�.�.a. --- — __ 132+00 5 ■ e _ _ cn -__�f3 ----- _ _ _ — — — — 111 II I — DISCOVERY ROAD_ 6" CLASS 200 PVC M — 1Ya" MAIN LINE INSIDE _ — 3+00 N SLEEVE, THIS LOCATION.-------- — — SLEEVE --------------- J _ _ _--____— _— _ _ _ —_�_t __ _ — — _ — _ —_— — Z ___ _ _ r %4" NEW WATER METER — — -------- — — ■ SEE CIVIL DRAWINGS SHEET WT-3 son TDRAIN VALVE AT LOW �` r POINT OF MAIN LINE / /_ ~ / / BACKFLOWASSEMBLY AS DETAILED. LOCATE / AS APPROVED 6" CLASS 200 PVC / \ SLEEVE, THIS LOCATION. 0' 10' 20' 40' NORTH SCALE o Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: s D.S.IJ.D. 612412022 } DISCOVERY ROAD DRAWN BY JOB Na.: ALL DIMENSIONS ad�bL� MacLeod ■ Cit Q� L3.1 Y BIKEWAY ROADWAY &SIDEWALK PROJECT D.S.IJ.D. 069914 SHOWN IN FEET �� Reckord PLLC PORT TOWNSEND, WA UNLESS OTHERWISE 110 Pretontaine Place South, Suite 600 SHEET No.: �'-CONFORMANCE PLANS--9/20/23 N E R CKORD Seattle, Washington 96104 Townsen i 1-1CHECKED BY: DRAWING FILE No.: DESIGNATED ��cE P206-323-7919 ADDENDUMS 1-4 C.R./D.S. 10/22s°" F206-323-9242 IRRIGATION PLAN anol2z 56 of 69 M J tz w M w w z 2 H hy ++++++++++++ - ++++ +++++ ---------------------- ------ > 139+00 ---- ----- -____------- o- ---- —----------- w-___�__ - --___ _ + + + + + + + + + + w ------- ------____ ++ N------- - - - z- - - - - - 4 94 / `99 ma 3 0 w m w U) w z U Q 0' 10' 20' 40' NORTH SCALE IRRIGATION LEGEND ■•••••••••••■ 6" CLASS 200 PVC SLEEVE miimiimiis4" SCH40PVCSLEEVE SEE SHEET L3.3 FOR MORE INFORMATION IRRIGATION EQUIPMENT LEGEND NOTES 1. SEE SHEET L3.3 FOR IRRIGATION EQUIPMENT LEGEND, NOTES AND SCHEDULES. \a AT • OF • _ RAIN VALVE AT END OF 1" DISTRIBUTION -- TUBING- ---- - - - 0' 10' 20' 40' NORTH SCALE Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: — D.S.IJ.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS ad�bL� MacLeod �1t [ of L3.2 DRAWN BY: JOB Na.: SHOWN IN FEET "E° Reckord PLLC �01 BIKEWAY ROADWAY &SIDEWALK PROJECT —_ D.S.IJ.D. 0699.14 a c, PORT TOWNSEND, WA ",--CONFORMANCE PLANS --UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: 9/20/23 N E R CKORD Seattle, Washington 96104 Townsen ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: DESIGNATED EXPIRES a" p206-323-7919 C.R./D.S. F206-323-9242 IRRIGATION PLAN 57 of 69 8/10/22 IRRIGATION DRIP EMITTER SCHEDULE IRRIGATION DRIP EMITTER SCHEDULE CONTINUED NUMBER OF NUMBER OF SCIENTIFIC / COMMON NAME PLANT QTY. EMITTERS PER PLANT SCIENTIFIC / COMMON NAME PLANT QTY. EMITTERS PER PLANT LARGE TREE SMALL SHRUB / GROUNDCOVER Uquidambor styraciflua 'Rotundiloba' / Rotundiloba Sweetgum 7 5 Abelia x grandiflora 'Kaleidoscope' / Abelia 56 1 Malus tschonoskii / Chonosuki Crabapple 32 5 Arctostaphylos uva ursi 'Massachusetts' / Kinnikinnick 15 1 Prunus x yedoensis 'Akebono' / Flowering Cherry 2 5 Corpus sericea 'Kelseyi' / Dwarf Red —Osier Dogwood 20 1 Zelkova serrata 'Musashino' / Japanese Zelkova 8 5 Erica x darleyensis 'Kramer's Rote' / Kramer's Red Winter Heath 166 1 Fothergilla gardenii / Dwarf Fothergilla 61 1 SMALL TREE Fragaria chiloensis / Beach Strawberry 240 1 Acer glabrum / Douglas Maple 5 3 Lavandula angustifolia 'Hidcote' / Hidcote Lavender 52 1 Amelanchier x grandiflora / Apple Serviceberry 11 3 Lonicera pileata / Privet Honeysuckle 165 1 Corpus kousa x nuttallii 'Venus' or 'Starlight' / Kousa Dogwood 3 4 Mahonia nervosa / Low Oregon Grape 12 1 Polystichum munitum / Swordfern 68 1 LARGE SHRUB Arbutus unedo 'Elfin King' / Dwarf Strawberry Tree 6 2 Ceanothus 'Dark Star' / California Lilac 12 1 DRIP EMITTER NOTES Lonicera involucrata / Twinberry 15 1 1. USE DEEP WATERING STAKES FOR ALL LARGE AND Myrica Californica / Pacific Wax Myrtle 6 1 SMALL TREES. ALL OTHER PLANTS TO HAVE Rhododendron macrophyllum /Rhododendron 13 2 EMITTERS PINNED TO THE BASE OF THE PLANT. MEDIUM SHRUB Cistus x hybridus / White Rockrose 22 1 Gaultheria shallon / Salal 115 1 Potentilla fruticoso / Bush Cinquefoil 68 1 Ribes sanguineum / Red Flowering Currant 10 1 Rosmarinus officinalis / Rosemary 20 1 Symphoricarpus albus / Snowberry 36 1 Vaccinium ovatum / Evergreen Huckleberry 26 1 COUNTS SHOWN FOR LARGE AND SMALL TREES ARE FOR WATERING STAKES EQUIPMENT LEGEND SYMBOL DESCRIPTION NOT SHOWN UNDERHILL DEEPDRIP 24" WATERING STAKES WITH 1/2 GPH PRESSURE COMPENSATING EMITTER NOT SHOWN RAIN BIRD XB-05PC 112 GPH PRESSURE COMPENSATING DRIP EMITTER WITH BUG CAP ® 3/4" WATER METER. SEE CIVIL SHEET WT-3 AUTOMATIC CONTROL VALVE, 1" RAIN BIRD 100-DVF PLASTIC VALVE WITH LATCHING SOLENOID AND FLOW CONTROL ® QUICK COUPLER VALVE - RAIN BIRD 33DLRC © CONTROLLER - RAIN BIRD TBOS-BT4 BLUETOOTH ENABLED, QUANTITY AND STATIONS AS REQUIRED DCV BACKFLOWASSEMBLY ASDETAILED QD MANUAL DRAIN VALVE 1-1/4 SCHEDULE 40 PVC MAINLINE NOT SHOWN 1-114" SCHEDULE 40 PVC LATERAL PIPE NOT SHOWN AGRICULTURAL GRADE 1" DRIP DISTRIBUTION TUBING NOT SHOWN RAIN BIRD XQ SERIES 114" DRIP DISTRIBUTION TUBING 11��111111111 SCHEDULE 40PVC SLEEVE -6"SIZE = SCHEDULE 40 PVC SLEEVE - 4" SIZE UNLESS OTHERWISE INDICATED - SEE NOTE 4 NOT SHOWN 18-5 AWS TYPE OF CONTROL WIRE, WHITE = COMMON CONTROL VALVE MUST BE WITHIN A 70' WIRE RUN TO CONTROLLER NOTES: 1. INSTALL AT LOW POINT ON EACH LATERAL LINE. 2. DIMENSION LOCATION ON AS-BUILTS LID FLUSH W/ FINISH GRADE, WEATHERMATIC MODEL 906L LOCKING CAP 2" SCH 40 PVC SAME DEPTH WRAP OUTLET WITH FILTER FABRIC AS MAIN OR AND SECURE IN AN APPROVED LATERAL LINE. MANNER 2 C.F. 7/8" MINUS DRAIN ROCK MAIN LINE OR LATERAL LINE PER PLAN DRAIN VALVE BRASS 1/2" GATE VALVE TYPE WITH CROSS HANDLE 1/2" x 6" PVC NIPPLE MANUAL DRAIN VALVE NO SCALE IRRIGATION NOTES 1. SEE SHEET L3.4 FOR IRRIGATION DETAILS. 2. STAKE ALL VALVE BOX, CONTROLLER, AND SLEEVE LOCATIONS FOR APPROVAL. PLAN IS DIAGRAMMATIC. NO VAULTS TO BE PLACED WITHIN TURF AREAS. 3. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING. 4. ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 4" MINIMUM DIAMETER, UNLESS OTHERWISE INDICATED. SLEEVING MAY BE INCLUDED FOR FUTURE USE. ALL PIPE WITHIN SLEEVES SHALL BE SCHEDULE 40 PVC, DRIP TUBING NOT PERMITTED. 5. ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED IN THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS PROPERTY. 6. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. 7. DRIP LINES SHALL HAVE 4" OF COVER. MAIN LINES SHALL HAVE A MINIMUM 12" OF COVER AND 18" MAXIMUM COVER. 8. REFER TO PLANTING PLAN FOR EXACT BED LAYOUT. 9. TEST STATIC PRESSURE AT POINT OF CONNECTION & SUBMIT WRITTEN RESULTS TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. STATIC PRESSURE IS ANTICIPATED TO BE 90 PSI, PER PORT TOWNSEND PUBLIC WORKS. 10. NO PIPING IS PERMITTED UNLESS WATER SUPPLY IS ACTIVE AND AVAILABLE. 11. INSTALL A MANUAL DRAIN VALVE IN A 10" ROUND VAULT AT THE LOW END OF THE MAIN LINE. PROVIDE MINIMUM 2 CIF WASHED DRAIN ROCK SUMP BELOW VALVE. 12. SEE SPECIAL PROVISIONS FOR FURTHER INFORMATION. Q I REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S.IJ.D. 612412022 DISCOVERY ROAD ALL DIMENSIONS G6U MacLeod C1t �l , L3.3 DRAWN BY: JOB Na.: Y BIKEWAY ROADWAY &SIDEWALK PROJECT D.S.IJ.D. 069914 SHOWN IN FEET Reckord PLLC PORT TOWNSENDWA -CONFORMANCE PLANIS UNLESS OTHERWISE 110 Prefontaine Place South, Suite 600 SHEET No.: CHECKED BY: DRAWING FILE No.: DESIGNATED 9/20/23 N E R CKORD Seattle, Washington 98104 0 �v n s e n ADDENDUMS 1-4 EXPIRES a"�� p206-323-7919 8/10/22 C.R.ID.S. F206-323-9242 IRRIGATION LEGEND AND DETAILS 58 of 69 a \ IROOTBALL EQ.- A�L 11', 3 EQ.' PLAN Irl DEEPDRIP WATERING STAKES NO SCALE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (2) EACH QCV KEYS AND SWIVEL HOSE ELLS 4. PROVIDE 6" DEPTH DRAIN ROCK. 18" MI I EXEND• 1Q DEEPDRIP TREE WATERING STAKE (TWS) WITH REMOVABLE CAP. 4 UNITS SHOWN. 2O TREE WATERING BASIN. 0 TREE — NEW 24- BOX SIZE SHOWN. O MULCH LAYER, 5O PLANTING BACKFILL MIX. © TREE PLANTING PIT — TWICE X TREE BOX SIZE — TYP. 7O DRIP TUBING SUPPLY LINE — ROUTING TO EMITTER INSTALLED WITHIN TREE WATERING STAKE (OPTIONAL) — TYP. REFER TO IRRIGATION LEGEND FOR DRIP EMTTER SPECIFICATION. NOTES: 1• FOUR (4) TWS UNITS RECOMMENDED FOR 24' BOX SIZE TREE AS SHOWN — LOCATED EQUALLY ON ALL SIDES WITHIN WATERING BASIN. 2. INSTALL TWS UNITS PER MANUFACTURER RECOMMENDATIONS. 3. DEEPDRIP STAKE TO EXTEND BELOW BOTTOM OF ROOTBALL. FLUSH W/ FINISH GRADE CARSON STANDARD VAULT BACKFLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL FITTINGS TO BE SAME SIZE AS BACKFLOW PREVENTER. 3. ALL SCHEDULE 80 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO DCV 4" MIN TO 6" MAX W 18" MIN. \ \ FLOW ` SCH. 80 P C UNION, TYP. — I�\ 12" BALL VALVE ` PVC ELBO FROM WATER METER 0 8 �02, O o 0 cQj o �o p 2 BACKFLOW ASSEMBLY NO SCALE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE WITHIN VAULT TO BE SCH. 80 PVC NIPPLES, SAME SIZE AS CONTROL VALVE. 3. ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 4. PROVIDE MIN. 6" DEPTH 5/8" DRAIN ROCK THROUGHOUT WITH LOCKING LID QUICK COUPLER VALVE 12" N SS HOSE CLAMP (2) 18" MIN. SCH 80 PVC NIPPLE SCH 80 ST. ELL & 90 DEG. ELL SCH 80 PVC NIPPLE, 3/4" X 12" LENGTH 3/4" SCH 80 TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL'T' FENCE POST, 36" LENGTH SCH 40 PVC MAIN LINE — SCH 80 PVC ST BUSHING SCH 40 LATERAL LINE PROVIDE EXPANSION COIL AT WIRE CONNECTION AUTOMATIC CONTROL VALVE. MODEL, SIZE & PRESSURE REGULATION PER VALVE KEY SCH 80 PVC UNION, TYPICAL SCH 80 PVC BALL VALVE SAME SIZE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE 4" 1 CI4EAR, RAINBIRD TBOS-BT4 BATTERY OPERATED CONTROL DEVICE CARBON JUMBO VAULT VAULT TO EXTEND MIN. 6" BELOW 6" VALVE. USE EXTENSIONS AS NECESSARY. 0 0 SCH 80 PVC NIPPLE, TYP. LENGTH AS REQUIRED SCH 80 PVC ST BUSHING SCH 40 PVC TEE SCH 40 PVC MAIN LINE NOTES 1. SEE SHEET L3.3 FOR IRRIGATION EQUIPMENT LEGEND, NOTES AND SCHEDULES. SCH. 80 PVC NIPPLE, 4" LENGTH, TYP. FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE 1" MODEL 950XLT 1" WYE STRAINER AND PRESSURE REGULATING VALVE. SET OUTLET PRESSURE TO 40 PSI PVC TEE W/ QUICK COUPLER. TWO (2) NOS PRO SERIES 13" x 20" x 15" HT JUMBO VAULTS WITH'T' TYPE LIDS. BOLT VAULTS TOGETHER, INSTALL LID IN BOTTOM VAULT. 4" SCH 80 PVC NIPPLE, TYP. TEE W/ PLUG, TYP. MAINLINE TO CONTROL VALVES CHANGE FROM SCH. 80 PVC TO SCH. 40 PVC PIPE. NO FEMALE ADAPTERS. WASHED DRAIN ROCK PER SPECS., 4" DEPTH THROUGHOUT --------------- EDGE OF ROOTBALL DOWN SLOPE SHRUB 1 EMITTER O STEM 180' 120° DOWN 4" MIN, 2 EMITTE SLOPE 8" MAX, O O EMITTER, TYPICAL LEVEL GRADE SLOPED GRADE NOTES: 1. QUANTITY OF EMITTERS PER IRRIGATION EMITTER SCHEDULE. 2. LOCATE EMITTERS ON UPHILL SIDE OF PLANT OR TREE. BIDDER DESIGN/BUILD PARAMETERS 1. GENERAL: CONTRACTOR IS RESPONSIBLE FOR DESIGNING THE IRRIGATION SYSTEM IN ACCORDANCE WITH THE DESIGN PARAMETERS, ZONED AND PER OTHER PROVISIONS ON THE PLANS AND DETAILS, AND TO THE HIGHEST STANDARDS OF DURABILITY, DISTRIBUTION UNIFORMITY, EFFICIENCY OF DESIGN, AND EASE OF MAINTENANCE. IT IS RECOMMENDED THAT THE SYSTEM BE DESIGNED BY A LICENSED LANDSCAPE ARCHITECT, OR A DESIGNER CERTIFIED BY THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS (A.S.I.C.) OR THE IRRIGATION ASSOCIATION (I.A.). 2. SHOP DRAWINGS: ELECTRONIC SHOP DRAWINGS IN AUTOCAD FORMAT ARE PREFERRED (PAPER OR PDF PLANS INCREASE RESPONSE TIME TO TWO WEEKS). 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL, AT 1" = 20' SCALE OR LARGER, SHOWING: A. VALVE LOCATION, TYPE, FLOW, AND SIZE. B. DRIP EMITTER LOCATION, TYPE, AND SIZE. C. PIPE LOCATION AND SIZE. D. DRIP LINE AND FLUSH VALVE LOCATIONS. E. WIRE LOCATION. F. CONTROLLER INSTALLATION AND ENCLOSURES DETAIL. G. SLEEVING PLAN, SHOWING SIZE, LOCATION AND QUANTITY. H. ALL NECESSARY IRRIGATION DETAILS. OTHER REQUIREMENTS: 4. DRAWING SHALL CONTAIN THE FOLLOWING NOTES: 5. "NO VALVES, HEADS, OR LATERAL LINES SHALL BE INSTALLED UNTIL THE IRRIGATION METER AND BACKFLOW ASSEMBLY ARE INSTALLED AND FUNCTIONING. 6. "CALL BEFORE YOU DIG 1-800-424-5555" 7. SUBMIT CUT SHEETS FOR APPROVAL OF ALL PROPOSED MATERIALS. ALL MATERIALS SHALL BE PROFESSIONAL GRADE. 8. DESIGN PARAMETERS: THE FOLLOWING SHALL BE INCORPORATED INTO THE DESIGN: A. PIPE FLOW RATES NOT TO EXCEED 5 F.P.S. B. DELIVER 1" POLY DRIP DISTRIBUTION TUBING IN THE LONGEST ROLLS AVAILABLE. C. VALVES SIZED PER MANUFACTURERS RECOMMENDATIONS TO ENSURE OPERATION OF PRESSURE REGULATING FEATURE. FRICTION LOSS THROUGH VALVE NOT TO EXCEED 10 % OF THE AVAILABLE STATIC WATER PRESSURE, OR 9 P.S.I., WHICHEVER IS SMALLER. D. USE DRIPLINE WITH Y2 GPH PRESSURE COMPENSATING EMITTERS IN ALL TREE AND SHRUB AREAS AS. NO IRRIGATION REQUIRED FOR TURF AREAS. E. LOCATE EMITTERS ON UPHILL SIDE OF PLANT OR TREE. F. INSTALL ALL MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, LOCAL AND STATE CODES, LAWS, ORDINANCES, AND REGULATIONS. NOTES: 1. J—SHAPED TIE DOWN STAKES NOT PERMITTED. 2. QUANTITY OF EMITTERS PER IRRIGATION EMITTER SCHEDULE. 3. LOCATE EMITTERS ON UPHILL SIDE OF PLANT OR TREE. SINGLE OUTLET EMITTER: Y2 GPH PRESSURE COMPENSATING WITH BUG CAP ON SURFACE PER THE EQUIPMENT LEGEND. INSTALL DRIPLINE ON SOIL BENEATH MULCH. U—SHAPE GALVANIZED DRIP IRRIGATION TIE DOWN STAKE Yd" DRIP TUBING " BARB TRANSFER FITTING 1" DRIP DISTRIBUTION TUBING 4" COVER MINIMUM QUICK COUPLER VALVE ii AUTOMATIC CONTROL VALVE & TBOS-BT4 CONTROLLER DRIP EMITTER PLACEMENT V DRIP EMITTER ON MULCH NO SCALE NO SCALE �NO SCALE NO SCALE A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DISCOVERY ROAD DRAWING No.: — D.S.IJ.D. 612412022 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE ad�bL� "E° — MacLeod Reckord PLLC tiO Pretontaine Place south Suite sDo CityoPort BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA L3.4 SHEET No.: DRAWN J.D.JOB0699 D.S.IJ.D 0699.14 - I ownset a 9/20/23 DESIGNATED NEE R"o KORD Seattle, Washington 96104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: EXPIRES ON P206-323-7919 C.R. / D.S. F 206-323-9242 8110/22 59 OF 69 SKATEBLOCKS, PER SPECS 3/8" MIN., 1/2" - MAX. MORTAR BED W/RECESSED MORTAR JTS FIN. GRADE — SURFACING PER PLANS 0 do 6" 1 1'-4" 1 6" SECTION SANDSTONE WALL CAP PIN TO CONC. WALL PER SPEC. TOP TO BE LEVEL CONCRETE CLASS 3000 RETAINING WALL AND FOOTING #4 REBAR 3" MIN. CUR., 12" MAX. O.C. BOTH WAYS, TYP. WALL AND FOOTING I TOP OF WALL SCHEDULE MIXING ZONE ELEVATION VERIFY ELEVATION WITH OWNER'S REPRESENTATIVE PRIOR TO FORMING AND POUR 1 265.00 2 256.00 3 233.50 VARIES (SEE LANDSCAPE LAYOUT DETAIL PLAN) SKATEBLOCKS, SANDSTONE WALL CAP PER SPECS PIN TO CONIC. WALL E EC. O T E A VARIABLE AT ONE ( E T P OF WA L SC ED LE) FIN. GRADE END, 1' MIN. u 3'-0" TYP u 3'-0" TYP 2X4 KEY 3/8" MIN., 1/2" MAX. MORTAR JOINTS FLUSH WITH STONE SURFACE, TYP. 1/2" MORTAR BED W/ COMPACTED CSTC, RECESSED MORTAR JTS PER SPECS LIZ 3/8" CONTROL JOINT, TYP COMPACT SUBGRADE, PER SPECS 5'-0" ELEVATION CONCRETE CLASS 3000 RETAINING WALL WITH SANDSTONE WALL CAP SCALE: 1 "=1'-O" f U VARIABLE AT ONE END, 1' MIN. J4 NOTES: 1. SUBMIT SHOP DRAWINGS FOR APPROVAL. 2. PROVIDE SKATEBLOCKS FULL LENGTH OF WALLS ALONG ALL FACES THAT ABUT PAVEMENT, AT SPACING SHOWN. TYPICAL PLAN AT SANDSTONE WALL CAPS 8'-0", TYP. SKATEBLOCKS, PER SPECS SKATEBLOCKS ON SIDES ADJACENT TO PAVING SANDSTONE WALL CAP PIN TO CONC. WALL PER SPEC. TOP TO BE LEVEL NO SKATEBLOCKS ON SIDES ADJACENT TO PLANTING 3/4" CHAMFER, TYP. I'I'I'I'I' 3/4" CHAMFER, TYP. IIIII IIIII IIIII � IIIII IIIII � IIIII I'I'I'I'I' BOLT,x RECESSED FLUSH NiII�I�IIIII 4"x8" D.F. #2 OR BETTER PT 3/41 'I'l 4"x8" D.F. #2 OR BETTER PT I RAIL (16' LENGTHS, TYP.) N IIIII N IIIII IIIII CHAMFER, RAIL (16' LENGTHS, TYP.) 1/2" x 8" GALV. LAG IIIII IIIII IIIII TYP. I,I,I,I,I, I,I,I,I,I, I,I,I,I,I, BOLT, RECESSED FLUSH IIIII IIIII IIIII 8"X8" D.F. #2 OR BETTER POST —III= 8"X8" D.F. #2 OR BETTER POST INTENTIONALLY _1 FIN. GRADE FIN. GRADE NATIVE SOIL NATIVE SOIL = COMPACTED CSTC; SEE SPECSLEFT BLANK ao COMPACTED CSTC; SEE SPECS 00 I' 1' �' NOTES: 1 'I'I'I N I'I'I'I'I' 1. ALL CHAMFERS ON ALL POSTS AND RAILS SHALL BE CUT N I' I' I' I' I' I' I' I' I' PRIOR TO PRESSURE TREATING. IIIII IIIII 2. ALL CUTS MADE IN THE FIELD SHALL BE SEALED WITH (2) COATS COPPER NAPHTHENATE WOOD PRESERVATIVE. 3. SECTION L 1� ELEVATION AT GRADE ECHANGES. SHOP WINGS TO SHOW HOW CONSTRUCTED 2 J TIMBER GUARDRAIL SCALE: 1 "=1'-O" '3 Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: ® BID ADDENDUM 3 -CONCRETE 6/6/2023 D.S. D.S./J.D.6/2412022 DISCOVERY ROAD ® BID ADDENDUM4-SEAT WALL 6/8/2023 D.S. ALL DIMENSIONS ,�� J��, u"oa` ARCHITECT MacLeod CltYofPort*, BIKEWAY ROADWAY &SIDEWALK PROJECT L4.0 DRAWN BY: JOBNo.: SHOWN IN FEET �% Reckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WA SHEET No.: UNLESS OTHERWISE S tle,WashinPlaceSouth,Suite600 Townsend CONFORMANCE PLANS 9/20/23 N E R CKORD Sea e, Washington 98104 - CHECKED BY: DRAWING FILE No.: DESIGNATED P206-32&7919 ADDENDUMS 1-4 C.R.ID.S. EX1RE$pN F206-323.9242 LANDSCAPE DETAILS 60 OF 69 COLD POURED JOINT, TYP. DOWEL SYSTEM AS SPECIFIED AT 1'-6" O.C. CONCRETE CURB AND PIGMENTED CEMENT CONIC PAVING GUTTER, SEE CIVIL DWGS W/ SU E TOOLED JOINT, FLUSH SPECS PROVIDE TROWEL FINISH ® TYP, SEE SPECS E LCS� W/LIGHT ® o + + 3/8„ EXPANSION JOINT fr �1N 1 /4" RAD., TYP. i + + + + Of✓ F I H PE P N IC R 0 CURB CEMENT CONCRETE 1 N + + + + + MIXING ZONE PAVEMENT L4.1 FLUSH ALIGN #4 REBAR, 12"O.C. TWO—WAY, 2" MIN. CLR. TYP. COLD POURED JOINT, TYP 1 /4" RAD., TYP. COLD POURED JOINT, TYP. ° 1 CEMENT CONCRETE 2 CEMENT CONCRETE a 3 CEMENT CONCRETE L4.1 MIXING ZONE PAVEMENT L4.1 APPROACH RAMP L4.1 MIXING ZONE BORDER io _ _ _ #4 REBAR, 12" O.C., 3 CEMENT CONCRETE <o a a _ III III= III -III —III — TWO—WAY, 2" MIN. CLR. TYP. L4.1 APPROACH RAMP DOWEL SYSTEM AS —IiI SPECIFIED AT 1'-6" O.C. Z CSTC, COMPACTED PER SPECS o _ = = CSTC, COMPACTED PER SPECS N U COMPACTED SUBGRADE, PER SPECS 4'-0" —I I I- - COMPACTED SUBGRADE, PER SPECS J 2'-0" TYP a SECTION SECTION PLAN — ANGLED BIKEWAY APPROACH RAMP CEMENT CONCRETE MIXING ZONE PAVEMENT 2 CEMENT CONCRETE MIXING ZONE BORDER SCALE: 1 "=1'-O" SCALE: 1 "=1'-O" 2,-0" TYP PLANT BED TYP, SEE PLANTING DWGS CEMENT CONCRETE 2 + + + + + + + + + + + i MIXING ZONE BORDER L4.1 + + + + + + + + + + + ALTERNATING 2'-0" WIDE BANDS ALTERNATING 2'-0" WIDE BANDS PIGMENTED CEMENT CONCRETE PAVING W/ CEMENT CONCRETE CEMENT CONCRETE PAVING W/ LIGHT H PER SPECS, MIXING ZONE PAVEMENT L4.1 BROOM FINISH PERPENDICULAR TO CURB PROVIDE TROWE FI I PIGMENTED CEMENT CONCRETE PAVING W/ CEMENT CONCRETE PAVING W/ LIGHT SURFACE APPLIED FINISH PER SPECS, BROOM FINISH PERPENDICULAR TO CURB 6 moo• PROVIDE TROWEL FINISH s _ FLUSH — — /PERPLAN 1/4" RAD TYP o BIKEWAY PATH CENTERLINE CEMENT CONCRETE 2 2 —0 2 —0" 2" ANGLED CONCRETE TYP I TYP 3/8" EXPANSION JOINT MIXING ZONE BORDER L4.1 1.2% SLOPE, TYP CURB; SEE CIVIL DWGS i BIKEWAY; SEE COLD POURED JOINT, TYP CIVIL DWGS 90. DOWEL SYSTEM AS _ SPECIFIED AT 1'-6" O.C. ° ANGLED CURB TRANSITION _ ° + — SEE CIVIL DWGS _ #4 REBAR, 12" O.C., d a + + + + + + + + T + + � III =III— �=III=III III —III _ = III 1-1 TWO—WAY, 2 MIN. CLR. TYP. NOTE: "I _III—III=1 I I=1 I I—� 3/8" EXPANSION JOINT z CSTC, COMPACTED PER SPECS 2'-0" VERIFY PROPOSED ANGLED LAYOUT N COMPACTED SUBGRADE, PER SPECS TYP CONFORMS WITH CIVIL PLANS AND SECTION COLD POURED JOINT BUILT CONDITIONS. PLAN — ANGLED BIKEWAY APPROACH RAMP CEMENT CONCRETE APPROACH RAMP SCALE:1"=1'-O" REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: D.S./J.D. 6/2412022 DISCOVERY ROAD BID ADDENDUM 3-CONCRETE 6/6/2023 D.B. MacLeod ■ City Port* L4.1 ALL DIMENSIONS �� J�� eC 0 f BIKEWAY ROADWAY &SIDEWALK PROJECT DRAWN BY: JOB No.: SHOWN IN FEET Reckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WA SHEET No.: UNLESS OTHERWISE 110 Prefonta6-323-791 Place South, Suite600 o wn s e n v 9/20/23 N E R CKORD Seattle, Washington 98104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: DESIGNATED exvi"es ON azsaozs P206-32&7919 C.R.ID.S. F206-323.9242 LANDSCAPE DETAILS 61 OF 69 5'-0" O.C. TYP CONNECTORS PER MANUFACTURER FENCE POST, SEE SPECS CHAIN LINK MESH, MOUNT PER MANUFACTURER RECOMMENDATIONS, SEE SPECS POST CONNECTION, SEE DETAIL ENLARGEMENT / FIN GRADE, CONIC 00 T^P RAIL, SEE SPECS NNECTORS PER NUFACTURER NICE POST, SEE SPECS AIN LINK MESH, iUNT PER NUFACTURER COMMENDATIONS, E SPECS 1/4" THICK STEEL BASE PLATE, SEE SPECS FENCE POST, SEE SPECS 1/2" x 4" ANCHOR BOLT, SEE SPECS PROVIDE 4 PER POST / FENCE POST, SEE SPECS \ WELD PER MANUFACTURER \1/4" THICK STEEL BASE PLATE, SEE SPECS 1. PROVIDE SHOP DRAWINGS SHOWING 1 FIN GRADE, CONIC CONNECTIONS, BASE PLATE AND � a ° —III— �- LONGITUDINAL SECTION INSTALLATION RELATIVE TO GRADE CHANGES 1/2" x 4" ANCHOR lA BOLT, SEE SPECS 6" THICKENED EDGE j MIN. CONC., TYP a .Q CROSS SECTION 6" S4. BASE PLATE ENLARGEMENT %1 SURFACE MOUNTED CHAIN LINK FENCE SCALE: 1 "=1'-O" CL >_"X2" OR APPROVED WIRE MESH, ;ONTIN000S ALL SIDES; SECURE TO POSTS \S APPROVED ?"X2"X8' WOOD POSTS AT MAX 6' O.C. NSTALL AT LOCATION AS IDENTIFIED IN PLANT >CHEDULE -IN. GRADE DEER PROTECTION FENCE SCALE: 1 /4"=l'-O" NOTES: TTOM RAIL, SEE SPECS I GRADE, CONIC A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: Ds./J.D. 6/2412022 DISCOVERY ROAD ALL DIMENSIONS GffiZ6 E MacLeod CltYoport BIKEWAY ROADWAY & SIDEWALK PROJECT L4.2 DRAWN BY: JOB No.: SHOWN IN FEETReckord PLLC D.S./J.D. 0699.14 PORT TOWNSEND, WASHEET No.: UNLESS OTHERWISE 110 Prefonta6-323-791 Place South, Suite600 OWnSenCONFORMANCE 9/20/23 N E R CKORD Seattle, Washington 98104 ADDENDUMS 1-4 CHECKED BY: DRAWING FILE No.: DESIGNATEDEXPIRES Orvasao P206-32&7919 C.R.I D.S. F206-323.9242 LANDSCAPE DETAILS 62 oR 69 8/10/22 0 50 100 SCALE IN FEET ��- i'• $� o SEC. 9 & 10, T. 30 N., R. 1 W., W.M. ,I _� _ sag oo 12s+oo ,' \ 1 zs+oo 127+00 12 --1-t- - 8+00 ----I ±------I===�-- �-- _I— lo�s°°�� f X 4 CO 00 / / pox ?O �o \ CONSTRUCTION SEQUENCE 1 • CLEARING AND GRUBBING. / o01+00 — 130+00 f _1, aaboo i �� — — _ — 133+00 t1135+oo( D I SC p IN 0— co �oXVj co Q REVISIONS DATE BY DESIGNED BY: ISSUE DATE: ` DRAWING No.: M WEYRALICH 10/2212022 A. o Prt DISCOVERY ROAD � �� f ALL DIMENSIONS ;° wAs"'�T�� +� CIty0 f BIKEWAY ROADWAY & SIDEWALK PROJECT CS-1 DRAWN BY JOB No.: SHOWN IN FEET_\ +1 M WEYRCH 0699.14 SCJ ALLIANCE ADPORT TOWNSEND, WA 9/2o/23 UNLESS DESIGNATED OTHERWISE A w �`'-LTI � TownsendSHEET No CHECKED BY'. DRAWING FILE No. DESIGNATED F. °ear sr Eae° �`� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 CONSTRUCTION SEQUENCING PLAN (ADDENDUMS 1-4) SSAWYER 0699.14 CS-01 'PIZANAL ECG P: 360-352-1465 F: 360-352-1509 10/12/22 SCIALLIANCE.COM 63 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. I I 0 50 100 SCALE IN FEET 112+00 F�-�NR,� ROl 119+00 s 0'_ 1 / SO _ + SD 0/ W // Zia --- - s ---- Spy__ _� 1 +00 --------------- '—sD © _ 1= 133+00 sD (D/SC E c / / 413 �� Q •12 0 =--I-----1so =-----_ OvERYRD.) SO ?0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: 10/22@Ozz A . S � M WEYRAUCH .�'C q `1T 11{r 0 y� O pF WAS/yt �P �� C I l yO i 1 ALL DIMENSIONS c, � " ��w ` DRAWN BY: JOBNo.:SHOWN IN FEET CJ ALLIANCE 3 q M WEYRAUCH osss.la UNLESS OTHERWISE r y CzKqMAL Townsend y U 9/2OI23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 (ADDENDUMS 1-4) SSAWYER 0699.14 CS-01 SSroNAL ECG P: 360-352-1465 F: 360-352-1509 z 10/12/22 SCIALLIANCE.COM 125+00 / \ 126+00 =1=7==Z-±�_ 127+00 �— ss12g+U0 ss— SD CONSTRUCTION SEQUENCE 2 • STORM, WATER, SEWER, AND ILLUMINATION INSTALLATION. • ONE-WAY ALTERNATING TRAFFIC CONTROL USED IN EXISTING SOUTHWEST BOUND TRAVEL LANE FOR WORK AREA LENGTHS NO LONGER THAN 600 FEET AT A TIME. • CONTRACTOR TO COORDINATE AND PROVIDE TRAFFIC CONTROL FOR FRANCHISE UTILITY UNDERGROUNDING. so�1\1't \W��; �W\\ so \\ W DISCOVERY ROAD DRAWING No.: BIKEWAY ROADWAY & SIDEWALK PROJECT CS-2 PORT TOWNSEND, WA SHEET No.: CONSTRUCTION SEQUENCING PLAN 64 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. I I 0 50 100 SCALE IN FEET 1111 »s+oo 120+00 — ttan `__ _ — ---I ±-----1=-- _ _— i Re i _ =i2s+ _iz7i oo + zs+oo � ---------- 1 ♦ r— ALTERNATING ONE-WAY TRAFFIC CONTROL 1 / "co TO INSTALL CURB AND GUTTER A�k00� i" /ff of / ,bv �Ox CONSTRUCTION SEQUENCE 3 ?C-D CONSTRUCT NORTHWEST SIDEWALK AND CURBS. O�Q ONE-WAY ALTERNATING TRAFFIC CONTROL USED IN EXISTING NORTHEAST BOUND TRAVEL LANE FOR WORK AREA LENGTHS NO LONGER THAN 600 FEET AT A TIME. PROVIDE MINIMUM ONE WEEK RESTRICT ACCESS TO IN ONLY WHILE NOTICE TO RESIDENTS TO SINGLE CONSTRUCTING CURB, GUTTER, AND SIDEWALK CLOSURE OF ACCESS DURING CONSTRUCTION OF DRIVEWAY ACCESS TO PROPERTY IS REQUIRED AT ALL OTHER TIMES �!+00 " \ 4_�_ 133+00 CLOSE EXIT WHILE CONSTRUCTING CURB, ER, AND SIDEWALK AND PROVIDE DETOUR ROUTE THROUGH AUS11N MATTHEWS LANE CD r CLOSE ENTRANCE WHILE CONSTRUCTING CURB, GUTTER, AND SIDEWALK AND PROVIDE ALTERNATING ONE-WAY ACCESS THROUGH THE EXIT LANE OF TOWNE POINT BLVD — l jo+ (DES ALINE RDj 77 • ONLY CLOSE HALF OF EACH ACCESS WHILE CONSTRUCTING CURB, GUTTER, AND SIDEWALK OF INTERSECTIONS. PROVIDE MINIMUM ONE WEEK NOTICE TO RESIDENTS TO SINGLE CLOSURE OF ACCESS DURING CONSTRUCTION OF DRIVEWAY ACCESS TO PROPERTY IS REQUIRED AT ALL OTHER TIMES ■ 0 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10/22/2022 ALL DIMENSIONSco SHOWN IN FEET '<j A.S4� °F WAS"'"sF�, o �� `++ CJ ALLIANCE Cltyo fPort* DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: CS-3 DRAWN BY: M WEYRAUCH JOB No.: 0699.14 No.: UNLESS OTHERWISE DESIGNATED P ,� F REciSTEQE ti=� SSroNAL �� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 TownsendSHEET 9/2o/23 CONSTRUCTION SEQUENCING PLAN CHECKED BY: DRAWING FILE No.: (ADDENDUMS 1-4) SSAWYER 0699.14 CS-01 ECG 10/12/22 P: 360-352-1465 F: 360-352-1509 SCIALLIANCE.COM 65 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. I I 0 50 100 SCALE IN FEET /I 171 /1 ICI xi I � alp '• o / / / 3 114V/ / CD BEGIN WITH WIDENING OF SOUTHWEST BOUND TRAVEL LANE\ PROVIDE DETOUR ROUTE THROUGH EDDY ST WHILE CONSTRUCTING HOWARD ST INTERSECTION �g _ 7334- \ PROVIDE MINIMUM ONE WEEK-F , NOTICE TO RESIDENTS TO SINGLE CLOSURE OF ACCESS DURING CONSTRUCTION OF DRIVEWAY ACCESS TO PROPERTY IS REQUIRED AT ALL OTHER TIMES 120+00 PROVIDE DETOUR ROUTE THROUGH / HOWARD ST WHILE CONSTRUCTING EDDY ST INTERSECTION oxoo ti 4�' . . O� BEGIN WITH WIDENING OF SOUTHWEST BOUND TRAVEL LANE IQ- (D1sC0VERV8o) \00 ACCESS THROUGH 14TH STREET NEEDED FOR MCPHERSON AND MID -BLOCK CROSSING DETOURS =_0 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: s M WEYRAUCH 10/22/2022 '� j A . S4 %-dP, 1 `o o1T 11{r [) pF WASlytry �P �� C L l y0 ipo rt ALL DIMENSIONS s ��w ` y y o DRAWN BY: JOB No.: SHOWN IN FEET 'kiwi ALLIANCE 3 q M WEYRAUCH osss.la UNLESS OTHERWISE r y Townsend y U 9/2O/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 (ADDENDUMS 1-4) SSAWYER 0699.14 CS-01 SSroNAL ECG P: 360-352-1465 F: 360-352-1509 z 10/12/22 SCIALLIANCE.COM CONSTRUCTION SEQUENCE 4 • BEGIN WITH WIDENING OF THE SOUTHWEST BOUND TRAVEL LANE. THIS WILL PROVIDE SPACE FOR TWO-WAY TRAFFIC IN OFF WORKING HOURS ONCE CURB AND GUTTER IS INSTALLED. • CONSTRUCT CURB, GUTTER, BIKEWAY, AND SIDEWALK ON THE SOUTHEAST SIDE. • ONE-WAY ALTERNATING TRAFFIC CONTROL USED ADJACENT TO WORK AREA LENGTHS NO LONGER THAN 600 FEET AT A TIME. • PROVIDE DETOUR ROUTES DURING CONSTRUCTION ON INTERSECTIONS. Co G V� /d DISCOVERY ROAD DRAWING No.: BIKEWAY ROADWAY & SIDEWALK PROJECT CS-4 PORT TOWNSEND, WA SHEET No.: CONSTRUCTION SEQUENCING PLAN 66 OF 71 SEC. 9 & 10, T. 30 N., R. 1 W., W.M. � _�m�-- _ -------------------- _— — — — — - — — — � 0 50 100 ��\SCO � � SCALE IN FEET S'T /T /il �. -Isom e®' °° \ CONSTRUCTION SEQUENCE 5 112+0p �� CONSTRUCT MID -BLOCK RAISED CROSSING FIRST. PROVIDE DETOUR ROUTE THROUGH 14TH ST AND MCPHERSON. THEN CLOSE ACCESS TO 14TH WITH CURB, OO 11 �u �� GUTTER, BIKEWAY, SIDEWALK, AND CUL-DE-SAC. W �® CONSTRUCT MEDIAN, RAISED CROSSING, TRAVELED WAY, AND LIGHT STANDARDS BETWEEN MCPHERSON ST AND TOWNE POINT BLVD. / • USE ALTERNATING ONE-WAY TRAFFIC CONTROL THROUGH WORK AREA WHEN POSSIBLE. OTHERWISE PROVIDE ALTERNATING ONE-WAY DETOUR ROUTE THROUGH TOWNEPOINT BLVD AND AUSTIN MATTHEWS LANE. 4+00 1344-00 s —_-- — �_—a_+ _ 135 --- C / RDj Q3 e N +00 REVISIONS DATE BY DESIGNED BY: M WEYRAUCH ISSUE DATE: 10/22/2022 '<j A.Sq� °F WAS"'"sF�, �� `++ Cltyo rt '' DISCOVERY ROAD DRAWING No.: CS-5 3� ALL DIMENSIONS°� SHOWN IN FEET IN FEET o � 'kiwi ALLIANCE fPo ' - BIKEWAY ROADWAY &SIDEWALK PROJECT DRAWN BY: JOB No.: ; q MWEYRAUCH 0699.14 UNLESS OTHERWISE P PORT TOWNSEND, WA No.: 9/2D/23 yU DESIGNATED ,c. REciSTEQE ti= SSroNAL ECG 8730TALLONLANENE,SUITE200, LACEY,WASHINGTON98516 P: 360-352-1465 F: 360-352-1509 TownsendSHEET CONSTRUCTION SEQUENCING PLAN 67 OF ,I 7 1 (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 CS-01 - i 10/12/22 SCIALLIANCE.COM SEC. 9 & 10, T. 30 N., R.1 W., W.M. I I 0 50 100 SCALE IN FEET %T � r-- l�l I I \ or /'� �'�ippp Y n1� ' %�k�� N ,B / \Q i®®'0' B U � Q -- F- T-73k+0 -- �QO i + I_= -- --1--= _ - H -I + I- CONSTRUCTION SEQUENCE 6 • PAVE WEARING COURSE OF EACH LANE SEPARATELY USING ALTERNATING ONE-WAY TRAFFIC CONTROL. ALTERNATING ONE-WAY TRAVEL LANE NOT TO EXCEED 600'IN LENGTH AT ANY TIME. • ACCESS TO CONNECTING STREETS IS REQUIRED AT ALL TIMES. INTERSECTION PAVING TO BE PERFORMED IN HALVES. +00 3� q yU - i REVISIONS DATE BY DESIGNED BY: A WEYRAUCH ISSUE DATE: 10/22/2022 ALL DIMENSIONS°� SHOWN IN FEET UNLESS OTHERWISE DESIGNATED '<j A.Sq� °F WAS"'"sF�, P o F REciSTEQE ti=� SSrONAL ECG 10/12/22 �� `++ ALLIANCE �� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCJALLIANCE.COM Cltyo fport '' - TownsendSHEET DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: CS-6 DRAWN BY: MWEYRAUCH JOB No.: o699.,4 No.: p 60 OF ,I 7 1 9/2O/23 CONSTRUCTION SEQUENCING PLAN (ADDENDUMS 1-4) CHECKED BY: SSAWYER DRAWING FILE No.: 0699.14 CS-01 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R NOT APPLICABLE PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED X X X X 48, 48" ONE LANE . ROAD AHEAD 48" 48" 48" W20-4 48" W20-7A ROAD BE WORK PREPARED AHEAD NN TO STOP 48" 48" W20-1 W20-7B W20-71B (OPTIONAL IF 40 MPH OR LESS) - LEGEND Y FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE (OPTIONAL) o A REVISIONS DATE BY DESIGNED BY: ISSUE DATE: g M WEYRAUCH 1012212022 V DRAWN BY: JOB No., M WEYRAUCH 0699.14 9/20/23 (ADDENDUMS 1-4) CHECKED BY S SAWYER DRAWING FILE No.. 0699.14 TC-01 5070 300' ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'1 RURAL ROADS 45 /55 MPH 500'1 RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' 1 RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN I I R O >RK �EA O O w O 50, TO 100, 6 DEVICE B MIN. M x 48" x 48" W20-7A x x 48" ONE LANE ROAD AHEAD 48" W20-4 W20.713 (OPTIONAL IF 40 MPH OR LESS) 48" BE /ROAINK PREPARED W 0 RK TO STOP AHEAD W20-7111 ONE LANE W20.1 ROAD AHEAD 48" 48" W20-7A W20-4 X 1 X X I X BE PREPARED W20-7113 (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" W20-7B 48" ROAD WORK AHEAD 48" W20-1 ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE r; A.Sq Cit .o of e a yof, SCJ ALLIANCE Port w 1��TI R °Fcrsre e° ti`' 5730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 S""ONAL0.'� P: 360-352-1465 F: 360-352-1509 Townsen 10/12/221 SCJAUUANCE.COM CHANNELIZATION DEVICE SPACING FEET MPH TAPER TANGENT 50165 10 TO 20 80 35145 10 TO 20 60 25/30 10 TO 20 40 1. ALL SIGNS BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 5. CONTRACTOR TO PROVIDE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS'S) FOR DURATION OF PROJECT AS DIRECTED BY THE ENGINEER. DISCOVERY ROAD DRAWING Na. BIKEWAY ROADWAY & SIDEWALK PROJECT TC-1 PORT TOWNSEND, WA SHEET No: TRAFFIC CONTROL PLAN 69 OF 71 SIGN SPACING = X (FEET) (1) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'f (OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH SOOT RURAL ROADS 45/55 MPH 500'f RURAL ROADS, URBAN ARTERIAL 35/40 MPH 350'f RURAL ROADS, URBAN ARTERIAL RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200't (2) URBAN STREETS 25 MPH OR LESS 100't (2) ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. (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. MINIMUM TAPER LENGTH IN FEET (L) WIDTH POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 6 — — — — 270 300 330 360 390 420 8 84 120 162 210 360 405 450 480 525 570 10 105 150 205 270 450 500 550 600 660 705 11 115 165 225 295 495 550 605 660 — — 12 125 180 1 245 1 320 1 540 1 600 1 660 720 780 840 3 DENCES MINIMUM SPACED 10' O.C. IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET W20-4 0ELM 48"X48" Leo B/O MUD W20-1 48"X48" B/0 0 MEW BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 1 35 1 40 1 45 1 50 1 55 60 65 70 LENGTH (feet) 155 200 1 250 1 305 1 360 425 1 495 .970 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R NOT APPLICABLE PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 40 80 45/50 30 60 35/40 30 60 25/30 20 40 a a a X X X L/2 B FR ®3 L 2 I W20-7A W�0-1„ W20-7A X 4 "X48" NOTES 48 X48 48"X48" I B/O GICIUfD B/O I X 1. PROTECTIVE VEHICLE OPTIONAL — MAY BE A WORK VEHICLE. Sz X 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS W1-4L I NEU= W�0-4„ RECOMMENDED. 4 B/O' 48 X48 ' o B/O 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. mm wow I MEM 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LEGEND J f Woo-1„ 5. FLAGGING STATION TAPER SHALL BE 50' MINIMUM, 100' MAXIMUM AND REQUIRE SIGN LOCATION - TEMPORARY MOUNT I 48 ,X48 A MINIMUM OF 6 DEVICES. 3 ®® TRAFFIC CONES FLAGGING STATION PROTECTIVE VEHICLE (OPTIONAL) INTERSECTION LANE CLOSURE FOUR LANE ROADWAY NOT TO SCALE 0 REVISIONS DATE BY DESIGNED BY: ISSUE DATE: DRAWING No.: a DESIGNER NAME 10/22/2022 '<j A.S4�� DISCOVERY ROAD ALL DIMENSIONS °� °F WAS"'"sF� `++ Cltyo fPort BIKEWAY ROADWAY & SIDEWALK PROJECT TC 2 DRAWNBY:JOB SHOWN IN FEET 'kiwi �L<L.I14N� 3 q DRAFTER NAME osss.la UNLEOWN IN EET r y o PORT TOWNSEND, WA TownsendSHEET No.: yU 9/20/23 CHECKED BY: DRAWING FILE No.: DESIGNATED F REciSTEQE ti=� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 TRAFFIC CONTROL PLAN (ADDENDUMS 1-4) ENGINEER NAME 0699.14 TC-01 SSIONAL ECG P: 360-352-1465 F: 360-352-1509 - SCIALLIANCE.COM 70 OF 71,I i 10/12/22 SIGN SPACING = X (1) RURAL HIGHWAYS 60-65 MPH 800' +/- RURAL ROADS 45-55 MPH 500' +/- 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 1DO'+/- (2) (I)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED LONGITUDINAL BUFFER SPACE = B SPEED (MPH)1201251 30 135140 45 1 501551 60 65 LENGTH (feet) 115 155 200 250 305 360 425 495 571) 645 J, 50' min 1 00'max ° ° 93 W12-1 LO key TYPICAL SIGNING APPROACHING ALL FLAGGER STATIONS T 1 a a a a X x x ROAD BE WORK PREPARED AHEAD TO STOP ONE LANE . \ w20-1 ROAD W20-71B AHEAD (optional if 40 mph or less) W2V120-7A 50' min 100' max 0- .° :. ® 13 ° Do q ® ° ° CI a + ° !1' "04,ork rJ ° ' 1! /Area ,i 50' min 100' max ® B NOTES LEGEND W12-1 0 1. Night work requires additional roadway lighting T at flagging stations. FLAGGING STATION ° 50' min 2. Protective vehicle (optional) — may be a work vehicle ® 1 00'max strategically located to shield work area. a SIGN LOCATION ° ° 3. This plan should be modified to meet the specific 3 TYPE 3 BARRICADE conditions of the location and the work operation. a m a CHANNELIZING DEVICES 20' SPACING MAX. 4. If the work and all work vehicles are off of the travel lanes 9 and island apron, a single Road Work Ahead sign per PROTECTIVE VEHICLE (OPTIONAL) approach is all that is required. VEHICLE TRAVEL PATH DURING A FLAGGING PHASE 5. Additional signing in center island may be necessary to assist traffic movement through roundabout TYPICAL ROUNDABOUT FLAGGING OPERATION TCP 7 a ;q yU - z A REVISIONS DATE BY DESIGNED BY: DESIGNER NAME ISSUE DATE: 1012212022 ALL DIMENSIONS°� IN FEET UNLESS OTHERWISE DESIGNATED ,�-� A.Sq� °F WAS"'"sF�, � r y co o F REciSTEQE ti=� SStONAI ECG 10/12/22 ++�� w ` `++ CJ ALLIANCE ALL-TtNI� 8730TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516 P: 360-352-1465 F: 360-352-1509 SCJALLIANCE.COM CityU fPort '/ '`' Townsend DISCOVERY ROAD BIKEWAY ROADWAY & SIDEWALK PROJECT PORT TOWNSEND, WA DRAWING No.: TC 3 DRAWNBY:JOB DRAFTER NAME No.:SHOWN osss.la SHEET No.: ,I 71 OF 71 9/20/23 TRAFFIC CONTROL PLAN (ADDENDUMS 1-4) CHECKED BY: ENGINEER NAME DRAWING FILE No.: 0699.14 TC-01