The URL can be used to link to this page

Home My WebLink AboutCD-4116PSE ELECPSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELECPSE ELECPSE ELECCOMCASTCOMCASTCOMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-1.01.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425) 395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT, WA 98032 (253) 372-5361 COMCAST 410 VALLEY AVE NW, SUITE 12-BLDG C PUYALLUP, WA 98371 (253) 288-7532 FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON, WA 98057 (425) 430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 Page Setup: _INSIDE TB 22X34BUILDING PERMIT NO. ____________ TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930 116TH AVE NE BELLEVUE, WA 98004 HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. 40 0 40 80 scale feet1" = 40' 20 SHEET CA-2.41 UTILITY CONVERSION PLANS Utility Conversion Cover Sheet Utility Conversion General Notes Utility Conversion Plan / Profile - Bronson Way N Utility Conversion Plan / Profile - Garden Ave N Utility Conversion Plan / Profile - N 2nd St Utility Conversion Plan / Profile - Meadow Ave N Utility Conversion Plan / Profile - Alley Typical Early Work Street Sections Typical Early Work Details CA-1.01 CA-1.02 CA-2.01 CA-2.21 CA-2.31 CA-2.41 CA-2.51 CA-4.01 CA-4.11 N 3rd St Park Ave NBronson Way N Ced a r R i v e r I-405 N 2nd St Liberty Park Cedar River ParkHouser Way S169Meadow Ave NN 1 s t S t I-405 I-405 Project Site SHEET CA-2.21 SHEET CA-2.31 PUGET SOUND ENERGY UTILITY PERMIT NO. ________________ CENTURYLINK UTILITY PERMIT NO. ________________ COMCAST UTILITY PERMIT NO. ________________ SHEET CA-2.51WWP-27-4116TED-40-4116R-411601 S-411601 NAD 83/91 Washington North Zone State Plane Coordinates Per City of Renton Survey Control Network Monuments 1879 and 1887 NAVD88 Per City of Renton Benchmark 471. Found CGS Disc Stamped "K 384 1959" on concrete curb on the Bronson Way bridge over the Cedar River. Elevation on disc = 44.557 SHEET CA-2.01 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 1 SHEET # 1 2 3 4 5 6 7 8 9 9 2020.10.11 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-1.02.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55Page Setup: _INSIDE TB 22X34GENERAL NOTES 1.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION”. 2.A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 4.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON. 5.SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. 6.THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). 7.THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. 8.THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 9.IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 10.THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 12.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING CONSTRUCTION. S-411602 R-411602TED-40-4116WWP-27-4116AC Asphalt Concrete ARCH Architectural ASPH Asphalt AVE Avenue BLDG Building BM Benchmark BOT Bottom BW Bottom of Wall CB Catch Basin CIP Cast-In-Place C/L Centerline CLR Clearance CO Cleanout CONC Concrete COND Conduit CONN Connect or Connection CONT Continuous, Continuation COORD Coordinate C.O.R.City of Renton CTL CenturyLink CTR Center CF Cubic Feet DEMO Demolition DEPT Department DI Ductile Iron DIA Diameter DIP Ductile Iron Pipe DW Domestic Water DWG Drawing E East EA Each EJ Expansion Joint ELEC Electrical EX or EXIST Existing FD Footing Drain FF Finished Floor FG Finished Grade FT Foot or Feet FTG Footing FW Fire Water G Natural Gas, Finished Grade, or Finished Gutter Elevation HYD Fire Hydrant IE Invert Elevation INV Invert JT Joint LARCH Landscape Architect LB Pound LF Linear Feet LP Low Point LT Left MAX Maximum MECH Mechanical MH Manhole MIN Minimum MISC Miscellaneous N North NO Number PC Point of Curvature PERF Perforated P/L Property Line PROP Property PSE Puget Sound Energy PT Point of Tangency PVC Polyvinyl Chloride PVMT Pavement R Radius REINF Reinforcing RT Right R/W Right of Way S South SD Storm Drain SDMH Storm Drain Manhole SF Square Feet SHT Sheet SIM Similar SSMH Sanitary Sewer Manhole ST Street STD Standard T Tangent TC Top of Curb TELECOM Telecommunications TYP Typical TESC Temporary Erosion and Sedimentation Control TW Top of Wall V Vertical VC Vertical Curve VERT Vertical W West, or Water FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 2 9 2020.10.11 PSE ELECPSE E L E C PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC25+0012+00 13+00 14+00 44+0054+00(1) 2" ELEC (SCL, ST LIGHT) CENTERLINE (RIGHT-OF-WAY) POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY STA 11+97 .87 , 24 .51 ' LTRIM = 42 .65ELEC HANDHOLE (PSE )STA 13+16.26, 30.71' LTRIM = 43.20ELEC HANDHOLE (PSE)STA 13+95.33, 30.15' LTCONDUIT BEND (PSE)STA 12+50.21, 24.72' LTRIM = 42.90ELEC HANDHOLE (PSE)STA 4 4 + 3 2 . 0 2 , 2 2 . 6 8 ' L T CON D U I T B E N D ( P S E ) STA 4 4 + 2 4 . 0 4 , 2 2 . 5 0 ' L T RIM= 4 3 . 1 4 ELEC H A N D H O L E ( P S E )12+0013+0040 45 35 50 30 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.01.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE.WWP-27-4116TED-40-4116R-411603 S-411603 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 3 9 2020.10.11 EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP 30'17'22'PSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E LECPSE ELECCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 EXISTING O/H CABLING TO BE REMOVED (PSE) TEMPORARY STREET LIGHT ELECTRICAL RE-CONNECTION CONDUIT TEMPORARY STREET LIGHT ELECTRICAL RE-CONNECTION CONDUIT32+0022+00 23+00 24+00 25+00 12+00MATCHLINESEE SHEET CA-2.313'3'3'EXISTING OVERHEAD TELECOM TO BE REMOVED BY PURVEYOR (COMCAST)STA 22+37.51, 27.00' LTCONDUIT BEND (PSE)STA 22+52.19, 24.00' LTRIM = 41.83ELEC HANDHOLE (PSE)STA 23+81.20, 27.00' LTCONDUIT BEND (PSE)STA 24+10.56, 27.00' LTCONDUIT BEND (PSE)STA 24+72.76, 27.00' LTCONDUIT BEND (PSE)STA 24+87.50, 24.00' LTRIM = 42.45ELEC HANDHOLE (PSE)STA 24+94.57, 26.69' LTCONDUIT BEND (PSE)1 CA-2.21 CA-4.01 TYP SECTION (1) 2" ELEC (PSE, ST LIGHT) (1) 2" ELEC (PSE, ST LIGHT) (1) 2" ELEC (PSE, ST LIGHT) (1) 2" ELEC (PSE, ST LIGHT) POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST STA 22+66.87, 27.00' LTCONDUIT BEND (PSE)STA 23+17.93, 27.00' LTCONDUIT BEND (PSE)STA 23+47.28, 27.00' LTCONDUIT BEND (PSE)STA 23+32.61, 24.00' LTRIM = 42.19ELEC MANHOLE (PSE)STA 23+93.00, 24.00' LTRIM = 42.33ELEC HANDHOLE (PSE)CONSTRAINED UTILITY CROSSING: CONDUIT (PSE) AND CONDUIT (CTL) TO BE INSTALLED 12" MIN BELOW INVERT OF FUTURE 6" SD (SEE SHEET CB-8.11) CONSTRAINED UTILITY CROSSING: CONDUIT (PSE) TO BE INSTALLED 12" MIN BELOW INVERT OF FUTURE 6" SD (SEE SHEET CB-8.11)21+0022+0023+0024+0040 45 35 50 30 25+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.21_Rev.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE.WWP-27-4116TED-40-4116R-411604 S-411604 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 4 9 2020.10.11 CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP 15'16' EXISTING MEDIAN ISLAND TO REMAIN30'14.91'PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY POLE (PSE) TO REMAIN EXISTING UTILITY POLE TO BE REMOVED (CTL) EXISTING UTILITY POLE TO REMAIN (PSE) EXISTING UTILITY POLE TO BE REMOVED (CTL) EXISTING UTILITY POLE TO BE REMOVED (CTL) EXISTING UTILITY POLE (PSE) TO REMAIN EXISTING UTILITY POLE TO REMAIN (PSE) REATTACH OVERHEAD ELECTRICAL RESIDENTIAL SERVICE CABLING (PSE) 1' VACATED RIGHT-OF-WAY 1' DEDICATED RIGHT-OF-WAY EXISTING UTILITY POLE TO REMAIN (PSE) (2) 4" TELECOM CONDUIT (CTL) (1) 4" TELECOM CONDUIT (CTL) (1) 4" ELEC (PSE) (1) 2" ELEC (PSE, ST LIGHT) (2) 4" TELECOM CONDUIT (CTL) ELEC SERVICES FOR 1300 AND 1408 BRONSON WAY NORTH. CONDUIT BUNDLES TBD. SEE PSE ORDER No. 101121708 FOR DETAILS (2) 4" ELEC (PSE) (2) 4" TELECOM (COMCAST) (1) 4" TELECOM (CTL) PROPOSED O/H UTILITY (PSE) (2) 4" TELECOM CONDUIT (CTL) EXISTING O/H CABLING TO BE REMOVED (PSE) EXISTING O/H CABLING TO REMAIN (PSE) EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 TEMPORARY STREET LIGHT ELECTRICAL RE-CONNECTION CONDUIT MATCHLINE SEE SHEET CA-2.21 23'5'MATCHLINE SEE SHEET CA-2.41 32+00 33+00 22+0042+0052+006'10'3'3'5' RADIUS MIN CONDUIT BEND (CTL) ABOVE GRADE STREET LIGHT CABINET (PSE) STA 21+36.81, 22.00' LT RIM = 40.90 PROPOSED 264TA TELECOM VAULT (CTL) STA 20+84.79, 23.14' RT PROPOSED UTILITY POLE, INSTALL ELEC RISER CONDUIT AND GUY WIRE (PSE) STA 20+17.17, 25.00' LT PROPOSED UTILITY POLE, INSTALL ELEC RISER CONDUIT AND GUY WIRE (PSE), SEE DETAIL STA 39+65.11, 20.00' RT SEE DETAIL PROPOSED UTILITY POLE, INSTALL ELEC RISER CONDUIT AND GUY WIRE (PSE)STA 32+98.11, 20.00' LTRIM = 40.35PROPOSED 444LATELECOM VAULT (CTL)STA 32+75.97RECONNECT (1) 2" EXISTINGBUILDING TELECOM SERVICEUNDERGROUND (CTL)STA 31+30.28BEGIN JOINTUTILITY TRENCHSTA 32+21.97END JOINTUTILITY TRENCHSTA 32+60.45, 22.80' RTRIM = 41.05TELECOM HANDHOLE (COMCAST)STA 32+85.75BEGIN JOINTUTILITY TRENCHSTA 33+52.05END JOINTUTILITY TRENCHSTA 32+68.37, 20.00' RTRIM = 40.95PROPOSED 467TATELECOM VAULT (CTL)STA 32+39.12CONDUIT BEND (CTL)3 CA-2.31 CA-4.01 TYP SECTION SHADING INDICATES JOINT TRENCH, SEE NOTE 4, TYP MATCHLINE SEE SHEET CA-2.51 1 CA-2.31 CA-4.11 2 CA-2.31 CA-4.11 (1) 2" ELEC (PSE, ST LIGHT) (2) 4" ELEC (PSE) (2) 4" TELECOM (COMCAST) (2) 4" TELECOM (CTL) (1) 2" ELEC (PSE, ST LIGHT) (1) 4" ELEC (PSE) (1) 2" ELEC (PSE, ST LIGHT) (1) 4" TELECOM (COMCAST) (2) 4" TELECOM (CTL)(2) 4" TELECOM(COMCAST)(1) 4" TELECOM (CTL)OVERHEAD STRAIN WIRE TO BE REMOVED (COMCAST), SEE NOTE 5 STA 41+20.40, 56.90' LT PROPOSED UTILITY POLE, INSTALL TELECOM RISER CONDUIT AND GUY WIRE (CTL) CAUTION!! EXISTING O/H FIBEROPTIC TO REMAIN (COMCAST) STA 21+88.46, 129.90' RT PROPOSED UTILITY POLE, INSTALL TELECOM RISER CONDUIT AND GUY WIRE (CTL) STA 21+42.51, 33.71' RT EXISTING UTILITY POLE TO BE REMOVED (COMCAST), PROPOSED UTILITY POLE (COMCAST), SEE NOTE 5 POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N STA 21+48.03, 24.00' LT FG = 41.65 STA 22+62.71, 27.00' LT CONDUIT BEND (PSE)STA 32+08.84, 22.83' RTRIM = 41.48ELEC HANDHOLE (PSE)STA 32+75.52, 22.83' RTRIM = 41.00ELEC HANDHOLE (PSE)SEE NOTE 6SEE NOTE 7SEE NOTE 7(1) 2" ELEC (PSE, ST LIGHT) STA 41+20.81, 22.40' RT RIM = 40.94 ELEC HANDHOLE (PSE, ST LIGHT)30+0031+0032+0033+0040 45 35 30 34+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.31_Rev.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34EXISTING UTILITY POLE TO REMAIN, OVERHEAD TO BE RE-STRUNG BY PURVEYOR (CTL) S-411605 R-411605TED-40-4116WWP-27-4116NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE TYPICAL DETAIL 5.PRIOR TO REMOVAL OF EXISTING UTILITY POLE, CONTRACTOR TO COORDINATE WITH PURVEYOR (COMCAST) THE SCHEDULE AND DURATION OF TEMPORARY SUPPORT OF FIBEROPTIC OVERHEAD CABLING AND REQUIRED TRAFFIC CONTROL APPROVALS WITH THE CITY OF RENTON. FOLLOWING TEMPORARY CABLING SUPPORT BY PURVEYOR, REMOVE EASTERLY EXISTING STRAIN WIRE AND EXISTING UTILITY POLE COMPLETELY, AND INSTALL STRUCTURAL (GLULAM POLE) AS PART OF CONTRACTOR DESIGN-BUILD IN SAME LOCATION. 6.CONSTRAINED UTILITY CROSSING: CONDUIT TO BE INSTALLED 12" MIN ABOVE EXISTING SD. 7.CONSTRAINED UTILITY CROSSING: CONDUIT (CTL) TO BE INSTALLED 12" MIN BELOW PROPOSED SD (SEE SHEET CC-8.13) AND EXISTING GAS. 8.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE. 3 CA-2.31 CA-4.11 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 5 9 2020.10.11 EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP 18'30'17.83'PSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC COMCASTCOMCASTCOMCASTCOMCASTEXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 EXISTING UTILITY POLE TO BE REMOVED (CTL) SEE NOTE 1 LOCATE AND INTERCEPT EXISTING ELEC AND TELECOM CONDUIT (PSE, COMCAST) ELEC SERVICE FOR 1408 BRONSON WAY NORTH (REPLACEMENT OF EXISTING MEADOW AVE N O/H TRANSFORMER TO BE REMOVED). CONDUIT BUNDLE TBD. SEE PSE ORDER No. 101121708 FOR DETAILS EXISTING O/H CABLING TO BE REMOVED (PSE) TEMPORARY STREET LIGHT ELECTRICAL RE-CONNECTION CONDUIT TEMPORARY STREET LIGHT ELECTRICAL RE-CONNECTION CONDUIT 33+0014+0042+00 43+00 44+00 5'MATCHLINESEE SHEET CA-2.31CONDUIT BEND (PSE)STA 43+11.64, 25.00' RT5'TELECOM HANDHOLE (COMCAST)STA 41+30.59, 21.75' RTRIM = 40.90ELEC HANDHOLE (PSE)STA 43+23.65, 22.50' RTRIM = 42.32TELECOM HANDHOLE (COMCAST)STA 43+52.08, 20.19' RTRIM = 42.502 CA-2.41 CA-4.01 TYP SECTION SHADING INDICATES JOINT TRENCH, SEE NOTE 4, TYP (1) 2" ELEC (PSE, ST LIGHT) (1) 2" ELEC (PSE, ST LIGHT) POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N STA 41+58.85, 22.50' RTFG = 41.14ABOVE GRADE STREETLIGHT CABINET (PSE)STA 41+46.84, 25.00' RTCONDUIT BEND (PSE)STA 41+70.86, 25.00' RTCONDUIT BEND (PSE)STA 42+25,04, 25.00' RTCONDUIT BEND (PSE)STA 42+49.06, 25.00' RTCONDUIT BEND (PSE)STA 42+37.05, 22.50' RTRIM = 41.63ELEC HANDHOLE (PSE)CONDUIT BEND (PSE)STA 43+36.94, 25.00' RTCONDUIT BEND (PSE)STA 44+12.03, 25.00' RT(1) 2" ELEC (PSE, ST LIGHT)(2) 2" ELEC(PSE, ST LIGHT)30 50 35 45 40 30 50 35 45 40 44+0043+0042+0041+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.41_Rev.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. 2.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 3.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE TYPICAL DETAIL 5.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE. 3 CA-2.41 CA-4.11 WWP-27-4116TED-40-4116R-411606 S-411606 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 6 9 2020.10.11 32+0033+0012+0013+0052+00 53+00 54+00 CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP SEE SHEET CA-2.41 PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E LECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCAST COMCAST 1' DEDICATED RIGHT-OF-WAY 1' VACATED RIGHT-OF-WAY5.2'13'6.7'STA 51+36.32, 13.80' LTRIM = 41.25ELEC VAULT "J01"(PSE ORDER No. 101121708)STA 52+36.00, 13.40' LTTRANSFORMER "V01"(PSE ORDER No. 101121708)STA 52+90.60, 13.40' LTTRANSFORMER "V02"(PSE ORDER No. 101121708)STA 53+41.30, 21.72' LTCONDUIT BEND (PSE)STA 53+00.37, 29.00' LTRIM = 42.10TELECOM HANDHOLE (COMCAST)STA 52+81.28, 6.22' RTCONDUIT BEND (CTL)STA 52+43.75, 14.42'LTRIM = 41.85SECONDARY HH "HH1"(PSE ORDER No. 101121708)BLDG SERVICE CONNECTIONS, SEE NOTE 3 SHADING INDICATES JOINT TRENCH, SEE NOTE 4, TYP MATCHLINE SEE SHEET CA-2.31 (2) 4" ELEC (PSE) (1) 4" TELECOM (COMCAST) (1) 4" ELEC (PSE) (1) 4" TELECOM (COMCAST) (1) 3" ELEC (PSE) (1) 4" TELECOM (COMCAST) (1) 4" ELEC (PSE) (1) 4" TELECOM (CTL) (1) 4" TELECOM (COMCAST) POINT OF INTERSECTION STA 12+74.03 BRONSON WAY N= STA 54+84.33 ALLEY POINT OF INTERSECTION STA 32+41.36 N 2ND ST= STA 51+00.00 ALLEY 30 50 35 45 40 30 50 35 45 40 54+0053+0052+0051+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-2.51.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, CONDUIT BEND RADII SHALL BE 4' MINIMUM. DEPTH OF COVER OVER STREET LIGHT CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 18" MIN. DEPTH OF COVER OVER PRIMARY CONDUIT OUTSIDE OF JOINT TRENCHING CONDITION SHALL BE 36" MIN. 2.PROVIDE REPLACEMENT SURFACING (SIDEWALK OR VEHICLE PAVEMENT) MATCHING EXISTING OR PROPOSED NEW CONDITION OVER UTILITY TRENCH ROUTES. 3.THIS DRAWING IS INTENDED TO DEPICT EARLY WORK INSTALLATIONS OF DRY UTILITIES PRIOR TO BUILDING AND ALLEY IMPROVEMENTS BEING CONSTRUCTED. BUILDING SERVICE CONNECTIONS FOR TELECOM AND ELECTRICAL UTILITIES SHALL BE COORDINATED WITH THE BUILDING CONSTRUCTION AND UTILITY PURVEYORS. 4.UTILITY JOINT TRENCH PER PURVEYOR'S REQUIREMENTS. SEE TYPICAL DETAIL 5.FIELD ADJUST PSE ELEC, CENTURY LINK, AND COMCAST CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT TO MAINTAIN 1' MINIMUM SEPARATION FROM WATER, SEWER, AND STORM DRAINAGE INFRASTRUCTURE. 3 CA-2.51 CA-4.11 S-411607 R-411607TED-40-4116WWP-27-4116FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 7 9 2020.10.11 13'+/-17'+/- FACE OF EX BLDG TO REMAIN PROPERTY LINE 30'30' GARDEN AVE N EX GRADE 22'+/- PROPERTY LINE EX 8" W (TO BE REMOVED) 12'+/- PROPERTY LINE 30'30' EX GRADE 18'+/- PROPERTY LINE EX 8" W CAUTION!! EX G 15'+/-15'+/- PROPERTY LINE 30'30' EX GRADE 15'+/- PROPERTY LINE CAUTION!! EX G EX OVERHEAD ELEC & TELECOM TO REMAIN EX SD 3' (1) 2" ELEC, ST LIGHT (PSE) SEE NOTE 1 FOR TEMPORARY AND PERMANENT SUFACE REPAIR REQUIREMENTS 18'+/- EX OVERHEAD ELEC AND POLES TO BE REMOVED (BY PURVEYOR) (1) 2" ELEC, ST LIGHT (PSE) SEE NOTE 1 FOR TEMPORARY AND PERMANENT SUFACE REPAIR REQUIREMENTS 5' EX OVERHEAD TELECOM TO BE REMOVED (BY PURVEYOR) (1) 4" ELEC (PSE) (1) 2" ELEC, ST LIGHT (PSE) JOINT TRENCH PER PSE HANDBOOK, DEPTH OF COVER = 36" MIN, 48" MAX (2) 4" TELECOM (CTL) (2) 4" TELECOM (COMCAST) 3' SEE NOTE 1 FOR TEMPORARY AND PERMANENT SUFACE REPAIR REQUIREMENTS EX STREET TREE TO REMAIN NTS 3 CA-2.31 CA-4.01 NTS 1 CA-2.21 CA-4.01 NTS 2 CA-2.41 CA-4.01 DEPTH OF COVER = PRIMARY: 36" MIN, 48" MAX STREET LIGHTING: 18" EX OVERHEAD ELEC AND POLES TO BE REMOVED (BY PURVEYOR) N 2ND ST MEADOW AVE N NOTES: 1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 2.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. FIELD ADJUST PSE CONDUIT AS NEEDED TO MAINTAIN 1' MINIMUM SEPARATION. NOTES: 1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 2.SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES. FIELD ADJUST PSE CONDUIT AS NEEDED TO MAINTAIN 1' MINIMUM SEPARATION. NOTES: 1.DEPICTED UTILITY INSTALLATIONS ARE PROPOSED TO BE INSTALLED PRIOR TO (BUT UNDER THE SAME PERMIT AS) PERMANENT IMPROVEMENTS. SEE SHEETS CB-1.01 THROUGH CB-8.11 FOR PERMANENT STREET AND UTILITY IMPROVEMENTS. IF SEQUENCING OF WORK REQUIRES TEMPORARY SURFACE REPAIRS TO BE INSTALLED, THOSE REPAIRS SHALL BE COORDINATED WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. DEPTH OF COVER = PRIMARY: 36" MIN, 48" MAX STREET LIGHTING: 18" IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-4.01_Rev.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55Page Setup: _INSIDE TB 22X34WWP-27-4116TED-40-4116R-411608 S-411608 FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 8 9 2020.10.11 NTS 1 CA-2.31 CA-4.11 NTS 2 CA-2.31 CA-4.11 NTS 3 CA-2.31, CA-2.41 CA-4.11 18" TYP 48" MAX36" MIN COVERSTRUCTURAL BACKFILL 12" SEPARATION 6" OR 12" OF SAND, 5 8" MINUS GAS OR ELECTRICPHONE AND TV6" OR 12"3"EXISTING PSE POLE EXISTING OVERHEAD ELEC TO BE REMOVED; COORDINATE TEMP RE-ROUTE WITH PSE AS NEEDED TO INSTALL NEW POLE No. P09 NEW OVERHEAD ELEC TO EXISTING PSE POLE NEW PSE POLE No. P09 W/ CROSS ARMS, ETC. (PER PSE DESIGN No. 101121708) GUY WIRE (1) 4" TELECOM (CTL) PSE CONDUIT CLUSTER (PER PSE DESIGN No. 101121708) NEW OVERHEAD ELEC TO RESIDENCE NEW OVERHEAD ELEC TO EXISTING PSE POLE NEW PSE POLE No. P02 W/ CROSS ARMS, TRANSFORMER, ETC. (PER PSE DESIGN No. 101121708) GUY WIRE (1) 4" TELECOM (CTL) (1) 4" TELECOM (COMCAST) PSE CONDUIT CLUSTER (PER PSE DESIGN No. 101121708) EXISTING OVERHEAD ELEC TO BE REMOVED; COORDINATE TEMP RE-ROUTE WITH PSE AS NEEDED TO INSTALL NEW POLE No. P02 EXISTING PSE POLE (1) 2" ELEC, ST LIGHT (PSE) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 10:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CA-4.11_Rev.dwg2020.07.22 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 55Page Setup: _INSIDE TB 22X34S-411609 R-411609TED-40-4116WWP-27-4116FOR REFERENCE ONLY; UTILITY CONVERSION UNDER SEPARATE PERMIT. 9 9 2020.10.11 BIO-RETENTION PLANTERIN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-1.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X341.TOTAL AREA: 1.67 AC 2.TAX PARCEL #'S: 1.67 AC 3.SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 1.67 AC (WELLHEAD PROTECTION AREA ZONE + SEISMIC HAZARD AREA) 1.67 AC TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930 116TH AVE NE BELLEVUE, WA 98004 HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON PREDEVELOPED IMPERVIOUS SURFACE 1.47 AC DEVELOPED NET NEW IMPERVIOUS SURFACE N/A (REDUCED FROM EXISTNG) TOTAL DEVELOPED IMPERVIOUS SURFACE 1.38 AC RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA 0.82:1 (82%) NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. 40 0 40 80 scale feet1" = 40' 20 WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425) 395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT, WA 98032 (253) 372-5361 COMCAST 410 VALLEY AVE NW, SUITE 12-BLDG C PUYALLUP, WA 98371 (253) 288-7532 FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON, WA 98057 (425) 430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 STREET IMPROVEMENT PLANS Street Improvement Cover Sheet General Notes Road, Paving, and Drainage Plan - Bronson Way N Road, Paving, and Drainage Plan - Garden Ave N Road, Paving, and Drainage Plan - N 2nd St Road, Paving, and Drainage Plan - Meadow Ave N Road, Paving, and Drainage Plan - Alley Signing and Channelization Plan - Bronson Way N Signing and Channelization Plan - Garden Ave N Signing and Channelization Plan - N 2nd St Signing and Channelization Plan - Meadow Ave N Signing and Channelization Plan - Alley Watermain Plan and Profile - Garden Ave N Watermain Connection Details Water Sections - Garden Ave N Water Details Water Details Curb Return/ Pedestrian Ramp Details Curb Return/ Pedestrian Ramp Details City Standard Details City Standard Details City Standard Details City Standard Details City Standard Details City Standard Details Typical Street Sections Typical Street Sections Temporary Erosion and Sedimentation Control Plan Street Lighting Fixture Schedule Street Lighting Photometrics - Bronson Way N Street Lighting Photometrics - Garden Ave N Street Lighting Photometrics - N 2nd St Street Lighting Photometrics - Meadow Ave N Street Light Wiring Notes and Legend Street Light Wiring Plan Street Light Wiring Schedules Landscape Plan (within ROW) Landscape Details (within ROW) Storm Drain Plan and Profile - Garden Ave N Storm Drain, Sewer Plan and Profile - Alley Storm Drain Plan and Profile - Meadow Ave N Bioretention Enlargement and Sections Storm and Sewer Details Storm and Sewer Details Storm and Sewer Details ONSITE PLANS (30"x42" TITLE BLOCK) Site Plan TESC Plan TESC Plan Demolition Plan Demolition Plan Grading Plan Grading Plan Composite Utility Plan Tree Retention / Removal Plan Landscape Plan Irrigation Plan Irrigation Plan Irrigation Details CB-1.01 CB-1.02 CB-2.01 CB-2.21 CB-2.31 CB-2.41 CB-2.51 CB-3.01 CB-3.21 CB-3.31 CB-3.41 CB-3.51 CB-5.21 CB-5.22 CB-5.23 CB-5.24 CB-5.25 CB-6.01 CB-6.11 CB-7.01 CB-7.11 CB-7.21 CB-7.22 CB-7.31 CB-7.41 CB-8.01 CB-8.11 CB-9.01 CB-10.00 CB-10.01 CB-10.21 CB-10.31 CB-10.41 CB-10.51 CB-10.61 CB-10.71 CB-11.01 CB-11.11 CC-8.11 CC-8.12 CC-8.13 CC-8.14 CC-8.15 CC-8.16 CC-8.17 CC-4.11 CC-5.01 CC-5.11 CC-6.01 CC-6.11 CC-7.01 CC-7.11 CC-11.11 L-1.00 L-1.01 L-3.01 L-3.02 L-3.03 SHEETS CB-2.41 CB-3.41 N 3rd St Park Ave NBronson Way N Ced a r R i v e r I-405 N 2nd St Liberty Park Cedar River ParkHouser Way S169Meadow Ave NN 1 s t S t I-405 I-405 Project Site SHEETS CB-2.01 CB-3.01 SHEETS CC-4.11 CC-5.11 CC-6.11 CC-7.11 SHEETS CC-4.01 CC-5.01 CC-6.01 CC-7.01 SHEETS CB-2.21 CB-3.21 SHEETS CB-2.31 CB-3.31 SHEETS CB-2.51 CB-3.51WWP-27-4116TED-40-4116R-411610 S-411610 NAD 83/91 Washington North Zone State Plane Coordinates Per City of Renton Survey Control Network Monuments 1879 and 1887 NAVD88 Per City of Renton Benchmark 471. Found CGS Disc Stamped "K 384 1959" on concrete curb on the Bronson Way bridge over the Cedar River. Elevation on disc = 44.557 PUGET SOUND ENERGY UTILITY PERMIT NO. ________________ CENTURYLINK UTILITY PERMIT NO. ________________ COMCAST UTILITY PERMIT NO. ________________ SHEET # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 1 REGIONAL FIRE AUTHORITY cthomas 08/31/2020 APPROVED WATER UTILITY M.Mitchell 09/04/2020 DEVELOPMENT ENGINEERING jchavez 08/28/2020 SURFACE WATER UTILITY jfarah 08/28/2020 WASTEWATER UTILITY Ann Fowler 09/03/2020 T-411601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-1.02.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34GENERAL NOTES 1.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION”. 2.A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 4.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON. 5.SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. 6.THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). 7.THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. 8.THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 9.IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 10.THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 12.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING CONSTRUCTION. 10. PHENOLIC ADDESS LABEL PLATE IN 2" HIGH BLACK NUMBERS ONLY ON WHITE BACKGROUND NEEDS TO BE ADDED TO FRONT OF CABINET FACING STREET WITH ADHESIVE. R-411611TED-40-4116AC Asphalt Concrete ARCH Architectural ASPH Asphalt AVE Avenue BLDG Building BM Benchmark BOT Bottom BW Bottom of Wall CB Catch Basin CIP Cast-In-Place C/L Centerline CLR Clearance CO Cleanout CONC Concrete COND Conduit CONN Connect or Connection CONT Continuous, Continuation COORD Coordinate C.O.R.City of Renton CTL CenturyLink CTR Center CF Cubic Feet DEMO Demolition DEPT Department DI Ductile Iron DIA Diameter DIP Ductile Iron Pipe DW Domestic Water DWG Drawing E East EA Each EJ Expansion Joint ELEC Electrical EX or EXIST Existing FD Footing Drain FF Finished Floor FG Finished Grade FT Foot or Feet FTG Footing FW Fire Water G Natural Gas, Finished Grade, or Finished Gutter Elevation HYD Fire Hydrant IE Invert Elevation INV Invert JT Joint LARCH Landscape Architect LB Pound LF Linear Feet LP Low Point LT Left MAX Maximum MECH Mechanical MH Manhole MIN Minimum MISC Miscellaneous N North NO Number PC Point of Curvature PERF Perforated P/L Property Line PROP Property PSE Puget Sound Energy PT Point of Tangency PVC Polyvinyl Chloride PVMT Pavement R Radius REINF Reinforcing RT Right R/W Right of Way S South SD Storm Drain SDMH Storm Drain Manhole SF Square Feet SHT Sheet SIM Similar SSMH Sanitary Sewer Manhole ST Street STD Standard T Tangent TC Top of Curb TELECOM Telecommunications TYP Typical TESC Temporary Erosion and Sedimentation Control TW Top of Wall V Vertical VC Vertical Curve VERT Vertical W West, or Water 2 DEVELOPMENT ENGINEERING jchavez 08/28/2020 25+0012+00 13+00 14+00 44+0054+00VARIES8'8'60'±16' EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY R=35'CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) EXISTING CURB TO REMAIN RIGHT-OF-WAY, TYP CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.41.5%1.5%EXISTING CURBTO REMAINPLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP LIMITS OF GRIND & OVERLAY TO EXTEND TO EXISTING LANE STRIPE, TYP DEDICATED RIGHT-OF-WAY SEE NOTE 5, TYP PSE ELECPSE E L E C PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC4 2 4 3 43 4343.50 43.5042.50 STA 12+58.14, 23.43' LTSTREET LIGHT 2 ,COR STD DETAIL 117.1STA 12+77.63, 21.67' LTCL ALLEY DWYSTA 13+80.53, 22.42' LTPC, BEGIN CURBSTA 12+02 .00 , 16 .67 ' LTPT, END CURB 2 CB-2.01 CB-6.01 PEDESTRIAN RAMP #2A SEE DETAIL 2 CB-2.01 CB-6.01 PEDESTRIAN RAMP #1A SEE DETAIL 2 CB-2.01 CB-6.11 PEDESTRIAN RAMP #12A SEE DETAIL 2 CB-2.01 CB-6.11 PEDESTRIAN RAMP #11A SEE DETAIL 2 CB-2.01 CB-8.11 TYP SECTI O N BRICK PAVING PER ARCHITECTURAL DRAWINGS SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: ·COLOR = CITY OF RENTON DOWNTOWN STANDARD ·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP ·FINISH = MEDIUM BROOM STA 12+22 .16 , 14 .10 ' LTBEGIN CURBSTA 12+51.72, 17.25' LTEND CURBSEE NOTE 3 SEE NOTE 4 SEE NOTE 2POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE NSTA 11+91 .04 , 24 .24 ' LTSTREET L IGHT 1 ,COR STD DETA IL 117 .1STA 13+25.08, 27.65' LTSTREET LIGHT 3 ,COR STD DETAIL 117.120' MIN CLEAR, TYP 12+0013+0040 45 35 50 30 ELEVATION AT TOP OF CURB, TYPELEVATION AT P/L, TYPMEET & MATCH EXISTING CURBG = 42.28P/L = 43.05G = 42.50P/L = 43.2016' ALLEY G = 42.16TC = 42.66S EDGE OF SIDEWALK=42.75P/L = 42.93G = 42.31TC = 42.81S EDGE OF SIDEWALK=42.90P/L = 43.04G (EXISTING)= 42.6+/-TC (EXISTING)= 43.0+/-S EDGE OF SIDEWALK=43.12P/L = 43.26G (EXISTING)= 42.7+/-TC (EXISTING) = 43.1+/-S EDGE OF SIDEWALK=43.23P/L = 43.37G (EXISTING)= 42.7+/-TC (EXISTING) = 43.1+/-S EDGE OF SIDEWALK=43.24P/L = 43.38G (EXISTING)= 42.6+/-TC (EXISTING) = 43.0+/-S EDGE OF SIDEWALK=43.16P/L = 43.30MEET & MATCH EXISTING CURBMEET & MATCH EXISTING CURBEXISTING CURB TO REMAIN NEW CURB EXISTING CURB TO REMAIN 25' TYP STA 12+02: PC + BEGIN NEW CURBG = 42.11TC = 42.61STA 13+80.53: PC + BEGIN NEW CURBG = 42.56TC = 43.06IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.PROFILE INFORMATION IS ESTABLISHED BY STATION ALONG THE MAPPED CENTERLINE OF BRONSON WAY NORTH AND THEN PERPENDICULAR. SINCE THE CENTERLINE IS NOT CONCENTRIC WITH CURB LINE, THE PROFILE INFORMATION IS NOT ESTABLISHED PERPENDICULAR TO CURB LINE. 2.EXISTING UTILITIES, INCLUDING 8" PUBLIC WATER MAIN, ARE SHOWN IN THE SURVEY BACKGROUND BASED ON POTENTIALLY UNRELIABLE CITY OF RENTON AS-BUILT RECORD DOCUMENTATION, AND ARE DEPICTED FOR REFERENCE ONLY. LOCATIONS OF EXISTING UTILITIES MAY VARY SIGNIFICANTLY FROM WHAT IS SHOWN. CONTRACTOR SHALL LOCATE EXISTING 8" WATER MAIN AND NOTIFY OWNER IMMEDIATELY IF THE EXISTING WATER MAIN IS WITHIN 5' OF THE PROPOSED LOCATION OF ANY PROPOSED STREET TREE TRUNK, STREET LIGHT, OR OTHER PROPOSED UTILITY INFRASTRUCTURE IN ORDER TO PROVIDE TIME FOR THE OWNER TO DEVELOP AND PROCESS WITH THE CITY OF RENTON AN ACCEPTABLE WATER MAIN PROTECTION SOLUTION AND / OR LOCATION REVISION. 3.DECORATIVE CONCRETE BENCH WALL PER ARCH, UNDER SEPARATE PERMIT. 4.DECORATIVE CONCRETE FOUNTAIN WALL PER ARCH, UNDER SEPARATE PERMIT. 5.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. 6.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE.TED-40-4116R-411612 3 DEVELOPMENT ENGINEERING jchavez 08/28/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 COMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE E LEC32+0022+00 23+00 24+00 25+00 12+00EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY R=35' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP EXISTING CURB TO REMAIN PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=20' R=10' R=10'5'7.5'30'22'FOR WATER MAIN IMPROVEMENTS SEE SHEET CB-5.2111'FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP 4242 41 4141 41.50 41.50 40.50 42.5042.5041.50TYP 3 LOCs: H-20 RATED PERMEABLE PAVER SYSTEM, TYP FG 42.46 FG 42.42 FG 42.42 FG 41.90 FG 41.92 FG 41.92 FG 42.35 FG 42.35 FG 42.32FG 42.35 FG 41.83 FG 41.83 FG 41.83 FG 41.83 FG 41.83 TC 40.92 G 40.42 TC 41.30 G 40.80 TC 41.25 G 40.751.5%TYP11.8%12.2%11.4%TC 41.72 G 41.22 TC 41.61 G 41.11 1.5%1.5%8.6%9.3%7.9%6.9%3.9%1.5%7.3%1.5%6.6%1.5%5.1%FG 42.31 1.5%1.5%FG 42.30 FG 42.22 1.5%TYPVARIESFG 41.96 FG 42.39 STA 20+73.76, 19.89' LTBEGIN CURBSTA 21+59.39, 21.00' LTSTREET LIGHT 4 ,COR STD DETAIL 116.1STA 23+19.93, 21.00' LTSTREET LIGHT 6 ,COR STD DETAIL 116.1STA 24+00.27, 21.00' LTSTREET LIGHT 7 ,COR STD DETAIL 116.1STA 24+32.21, 17.00' LTPCSTA 24+69.31, 11.00' LTPCSTA 24+46.49, 11.00' LTPTSTA 21+34.69, 17.00' LTPCTYP SECTION 1 CB-2.21 CB-8.01 3 CB-2.21 CB-8.01 TYP SECTION MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT IRRIGATION CONTROL BOX (UNDER SEPARATE PERMIT)17'POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST STA 24+80.44, 21.00' LTSTREET LIGHT 8 ,COR STD DETAIL 116.1STA 22+39.67, 21.00' LTSTREET LIGHT 5 ,COR STD DETAIL 116.120' MIN CLEAR, TYP SEE NOTE 1, TYP 2 CB-2.21 CB-6.01 PEDESTRIAN RAMP #2A SEE DETAIL 2 CB-2.21 CB-6.01 PEDESTRIAN RAMP #1A SEE DETAIL 1 CB-2.21 CB-6.01 PEDESTRIAN RAMP #6A SEE DETAIL PEDESTRIAN RAMP #5B SEE DETAIL 1 CB-2.21 CB-6.01 PEDESTRIAN RAMP #3A SEE DETAIL 1 CB-2.21 CB-6.01 PEDESTRIAN RAMP #5A SEE DETAIL PEDESTRIAN RAMP #4A SEE DETAIL 1 CB-2.21 CB-6.01 STA 21+85.10, C/L14'-WIDEPERMEABLE PAVER SYSTEMSTA 22+65.30, C/L14'-WIDEPERMEABLE PAVER SYSTEMSTA 23+56.02, C/L14'-WIDEPERMEABLE PAVER SYSTEMW AND IRRIGATION CONN'S TO BLDG (x3), SEE SHT CB-5.22 FOR ADD'L INFO 21+0022+0023+0024+0040 45 35 50 ELEVATION AT TOP OF CURB, TYP ELEVATION AT P/L, TYP G = 40.49TC = 40.99P/L = 41.90G = 40.61TC = 41.11P/L = 41.90G = 40.73TC = 41.23P/L = 41.90G = 40.84TC = 41.34P/L = 41.90SEE CURB RAMP DETAIL FOR CONT. SEE CURB RAMP DETAIL FOR CONT.G = 40.96TC = 41.46P/L = 42.34G = 41.05TC = 41.55P/L = 42.40G = 41.16TC = 41.66P/L = 42.40G = 41.35TC = 41.85P/L = 42.40G = 41.52TC = 42.02P/L = 42.40G = 41.59TC = 42.09P/L = 42.32G = 41.74TC = 42.24P/L = 42.3725+0025' TYP G = 40.48TC = 40.98P/L = 41.75G = 40.42TC = 40.92P/L = 41.90G LOW PT (INLET) = 40.40TC=40.90G HIGH PT = 40.50TC=41.00STA 21+34.69: PCG = 40.45TC = 40.958.5'7.4'STA 24+69.31: PCG = 41.80TC = 42.30IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.21.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34R-411613TED-40-4116NOTES: 1.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. 2.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. 4 DEVELOPMENT ENGINEERING jchavez 08/28/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 COMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC32+00 33+00 22+0042+0052+00BIO-RETENTION PLANTERCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.4 2%PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=20'R=15'5'8.3'15'EXISTING MEDIAN ISLAND TO REMAIN CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.430'14.91'EXISTING INLET TO REMAIN, ADJUST TO GRADE RIM = 40.20 24' 1' VACATED RIGHT-OF-WAY 1' DEDICATED RIGHT-OF-WAY FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP 414 1 4141 41 41.50 41.5040.5041.50 40.5041.50 FG 41.13 FG 41.10FG 41.74 FG 41.79 FG 41.96 FG 41.79 1.5%TYPFG 41.72 10.3%10.0%G 40.36 G 40.28 G 41.06 G 40.98 G 40.42 G 41.05G 41.02 G 40.38 TC 40.96 G 40.46 VARIES1.5%1.5%1.5%1.5%EXISTING INLET TO REMAIN, ADJUST TO GRADE RIM = 40.24 1 CB-2.31 CB-6.01 PEDESTRIAN RAMP #6A SEE DETAIL 1 CB-2.31 CB-6.01 PEDESTRIAN RAMP #5B SEE DETAIL 1 CB-2.31 CB-6.11 PEDESTRIAN RAMP #7A SEE DETAIL 1 CB-2.31 CB-6.11 PEDESTRIAN RAMP #10B SEE DETAILSTA 31+36.71, 15.00' RTPCSTA 31+92.96, 19.00' RTSTREET LIGHT 9 ,COR STD DETAIL 116.1STA 32+41.24, 15.00' RTCL ALLEY DRIVEWAYSTA 32+75.81, 15.08' LTCURBSTA 32+83.86, 19.00' RTSTREET LIGHT 10 ,COR STD DETAIL 116.1STA 33+09.85, 15.00' RTCL DRIVEWAYSTA 33+51.79, 15.00' RTPCTYP SECTION 1 CB-2.31 CB-8.11 BRICK PAVING PER ARCHITECTURAL DRAWINGS SEE NOTE 1 SEE NOTE 1 MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT 1 CB-2.31 CB-6.01 PEDESTRIAN RAMP #3A SEE DETAIL 1 CB-2.31 CB-6.01 PEDESTRIAN RAMP #4A SEE DETAIL 1 CB-2.31 CB-6.11 PEDESTRIAN RAMP #8B SEE DETAIL 1 CB-2.31 CB-6.11 PEDESTRIAN RAMP #9A SEE DETAIL MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT 1 CB-2.31 CB-6.01 PEDESTRIAN RAMP #5A SEE DETAIL 16' LOW POINT G 40.24 POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N FG 41.96 20' MIN CLEAR, TYP SEE NOTE 2 30+0031+0032+0033+0040 45 35 50 ELEVATION AT TOP OF CURB, TYP ELEVATION AT P/L, TYP G = 40.35TC = 40.85P/L = 41.08SEE CURB RAMP DETAIL FOR CONT. SEE CURB RAMP DETAIL FOR CONT.G = 40.27TC = 40.77P/L = 41.78G = 40.20TC = 40.70P/L = 41.80G = 40.31TC = 40.81P/L = 41.73G = 40.30TC = 40.80P/L = 41.08G = 40.38P/L = 41.10G LOW PT (INLET) = 40.2425' TYP G = 40.42P/L = 41.1324' DWY 16' ALLEY G = 40.40P/L = 40.98G = 40.36P/L = 41.08G = 40.28P/L = 41.085.15'STA 31+36.71: PCG = 40.19TC = 40.69STA 33+51.79: PCG = 40.47IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.31.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: ·COLOR = CITY OF RENTON DOWNTOWN STANDARD ·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP ·FINISH = MEDIUM BROOM 2.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. 3.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE.TED-40-4116R-411614 5 DEVELOPMENT ENGINEERING jchavez 08/28/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 COMCASTCOMCASTCOMCASTCOMCASTPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC 33+0014+0042+00 43+00 44+00 EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP 1.5%EXISTING CURB TO REMAIN PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=15'8'5'15'30'17.83'9'15'FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP 42 42 424342.5041.50 4 3 . 5 0 42.50 41.50 41.50 43 4 3 . 5 0 40.50 1 CB-2.41 CB-6.11 PEDESTRIAN RAMP #7B SEE DETAIL 1 CB-2.41 CB-6.11 PEDESTRIAN RAMP #10A SEE DETAIL STA 41+30.25, 15.00' RTPCSTA 41+68.28, 19.00' RTSTREET LIGHT 11 ,COR STD DETAIL 116.1STA 43+35.91, 19.00' RTSTREET LIGHT 13 ,COR STD DETAIL 116.1STA 43+69.72, 15.00' RTPCSTA 43+83.91, 9.00' RTPTSTA 44+11.23, 9.00' RTPC2 CB-2.41 CB-8.01 TYP SECTION 4 CB-2.41 CB-8.01 TYP SECTION 1 CB-2.41 CB-6.11 PEDESTRIAN RAMP #8A SEE DETAIL 1 CB-2.41 CB-6.11 PEDESTRIAN RAMP #9B SEE DETAIL R=10' R=10' EXISTING INLET TO BE REMOVED EXISTING INLET TO BE REMOVED POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N SEE NOTE 1, TYPSTA 42+51.72, 19.00' RTSTREET LIGHT 12 ,COR STD DETAIL 116.1STA 44+17.55, 14.16' RTSTREET LIGHT 14 ,COR STD DETAIL 117.120' MIN CLEAR, TYP 7 CB-2.41 CB-7.11 SEE DETAIL 4141 25' TYP G = 42.50TC = 43.00P/L = 43.32G = 42.23TC = 42.73P/L = 42.98G = 41.90TC = 42.40P/L = 42.48G = 41.71TC = 42.21P/L = 42.29G = 40.78TC = 41.28P/L = 41.36G = 40.57TC = 41.07P/L = 41.15G = 41.56TC = 42.06P/L = 42.14G = 41.40TC = 41.90P/L = 41.98G = 41.24TC = 41.74P/L = 41.82G = 41.08TC = 41.58P/L = 41.66G = 40.93TC = 41.43P/L = 41.51ELEVATION AT P/L, TYP ELEVATION AT TOP OF CURB, TYP 30 50 35 45 40 30 50 35 45 40 44+0043+0042+0041+00SEE CURB RAMP DETAIL FOR CONT.STA 44+11.23: PC + HIGH POINTG = 42.60TC = 43.10SEE CURB RAMP DETAIL FOR CONT.STA 41+30.25: PCG = 40.48TC = 40.98IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.41.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34R-411615TED-40-4116NOTES: 1.SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD LATERAL AT THE LOCATION OF THE PROPOSED CB IN ORDER TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. 2.SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. 6 DEVELOPMENT ENGINEERING jchavez 08/28/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE E LECPSE ELECPSE ELECCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCAST COMCAST 32+0033+0012+0013+0052+00 53+00 54+00 BIO-RETENTION PLANTER CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP ASPHALT ALLEY PAVEMENT PER C.O.R. ORDINANCE 5517. 4" HMA OVER 6" CSTC PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP 16'5'24' SEE SHEET CB-2.41 5' SPECIALTY PAVEMENT, SEE NOTE 1 SPECIALTY PAVEMENT, SEE NOTE 1 1' DEDICATED RIGHT-OF-WAY 1' VACATED RIGHT-OF-WAY 434342414241434342.5041.50 4 3 . 5 0 41.5042.5041.50 FF 42.00 FF 42.50 FG 43.15 FF 42.46FF 42.00 FOR PARCEL STORM DRAINAGE AND SANITARY SEWER UTILITIES SEE SHEET CC-8.12 5'STA 53+87.90, 8.64' LTCL DRIVEWAYFOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP TYP SECTION 3 CB-2.51 CB-8.11 SEE NOTE 2 RIM = 43.18 SEE NOTE 2 RIM = 42.97 SEE NOTE 2 RIM = 41.22 SEE NOTE 2 RIM = 41.85 POINT OF INTERSECTION STA 12+74.03 BRONSON WAY N= STA 54+84.33 ALLEY POINT OF INTERSECTION STA 32+41.36 N 2ND ST= STA 51+00.00 ALLEY 51+0052+0053+0054+0040 45 35 50 30 40 45 35 50 30 SEE SHEET __ FOR CONT. SEE SHEET __ FOR CONT. ELEVATION AT CENTERLINE OF ALLEY, TYPLT P/L=41.71C/L = 41.83RT P/L =41.9625' TYP LT P/L=41.25C/L = 41.44RT P/L =41.64LT P/L=41.58C/L = 41.69RT P/L =41.81LT P/L=41.84C/L = 41.90RT P/L =41.96LT P/L=41.90C/L = 41.93RT P/L =41.96LT P/L=42.13C/L = 41.95RT P/L =42.15LT P/L=42.28C/L = 42.37RT P/L =42.46LT P/L=42.37C/L = 42.42RT P/L =42.46LT P/L=42.44C/L = 42.45RT P/L =42.46LT P/L=42.55C/L = 42.57RT P/L =42.60LT P/L=42.81C/L = 42.83RT P/L =42.85LT P/L=43.10C/L = 43.13RT P/L =43.1513' ROLL-UP DOOR PER ARCH; ALLEY PAVT AT RT P/L = 41.96 ACROSS DOOR WIDTH 13' ROLL-UP DOOR PER ARCH; ALLEY PAVT AT RT P/L = 42.46 ACROSS DOOR WIDTH13' ROLL-UP DOOR PER ARCH; ALLEY PAVT AT RT P/L = 41.96 ACROSS DOOR WIDTH 13' ALCOVE AND PERSON-DOOR PER ARCH; ALLEY PAVT AT RT P/L = 42.46 ACROSS DOOR AND ALCOVE WIDTH IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-2.51.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: ·COLOR = CITY OF RENTON DOWNTOWN STANDARD ·PATTERN = 2'x2' SCORE JOINT, 1/2" DEEP ·FINISH = MEDIUM BROOM 2.ADJUST EXISTING CATCH BASIN TO GRADE. REMOVE EXISTING GRATE AND FRAME, AND REPLACE WITH NEW FRAME AND SOLID LID PER COR STD DETAIL 204.10.TED-40-4116R-411616 7 DEVELOPMENT ENGINEERING jchavez 08/28/2020 25+0012+00 13+00 14+00 44+0054+00EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP DEDICATED RIGHT-OF-WAY 4" WHITE SOLID LANE STRIPE (MATCH EXISTING LOCATION) 4" WHITE SOLID LANE STRIPE (MATCH EXISTING LOCATION) R5-1 ("DO NOT ENTER") + R6-1L ("ONE WAY") SIGNS ON POSTS, 2 EA R1-1 ("STOP") SIGN ON POST POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-3.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411601 8 DEVELOPMENT ENGINEERING jchavez 08/28/2020 32+0022+00 23+00 24+00 25+00 12+00EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY)RIGHT-OF-WAY, TYP 70'90' CHANNELIZED MARKERS, DOUBLE YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31 CHANNELIZED MARKERS, DOUBLE YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31 CHANNELIZED MARKERS, SINGLE SKIP YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31, TYP 2' OFFSET FROM MAPPED CENTERLINE, TYP THERMOPLASTIC WHITE STOP BAR, 18" WIDE R1-1 ("STOP") SIGN ON STREET LIGHT POST R2-1 ("25 SPEED LIMIT") SIGN ON STREET LIGHT POST R11-3 MOD ("LOCAL ACCESS ONLY") SIGN ON POST STA 21+37.00THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 25+31.13, 4.00' LTTHERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 25+01.50, 2.00' RTPCSTA 25+21.40, 1.19' LTPTR=70' BUILDING-MOUNTED FDC SIGNAGE, SEE PLUMBING DRAWINGS R9-3 ("NO PED CROSSING") AND R9-3A (NO PED CROSSING SYMBOL) SIGNS VERTICALLY POSITIONED ON SINGLE POST R1-1 ("STOP") SIGN ON POST POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH= STA 25+76.54 GARDEN AVE N POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-3.21.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411602 9 DEVELOPMENT ENGINEERING jchavez 08/28/2020 32+00 33+00 22+0042+0052+00BIO-RETENTION PLANTERCENTERLINE (RIGHT-OF-WAY)RIGHT-OF-WAY, TYP 1' VACATED RIGHT-OF-WAY 1' DEDICATED RIGHT-OF-WAY R1-1 ("STOP") SIGN ON POST R1-1 ("STOP") SIGN ON POSTSTA 31+30.80THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 33+51.50THERMOPLASTIC WHITESTOP BAR, 18" WIDER6-1R ("ONE WAY" RIGHT) AND R6-1L ("ONE WAY" LEFT) SIGNS ON POST (4 SIGNS ON 2 POSTS, PAIRED BACK-TO-BACK) R1-1 ("STOP") SIGN ON POST POINT OF INTERSECTION STA 21+00.00 GARDEN AVE N= STA 31+00.00 N 2ND ST POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:01 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-3.31.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411603 10 DEVELOPMENT ENGINEERING jchavez 08/28/2020 33+0014+0042+00 43+00 44+00 EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP EXISTING CURB TO REMAIN R8-3 MOD ("NO PARKING" / RESTRICTIONS) SIGN ON STREET LIGHT POST R1-1 ("STOP") SIGN ON POST R8-3 MOD ("NO PARKING" / RESTRICTIONS) SIGN ON STREET LIGHT POST 40' 60' CHANNELIZED MARKERS, DOUBLE YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31 CHANNELIZED MARKERS, SINGLE SKIP YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31, TYP CHANNELIZED MARKERS, DOUBLE YELLOW CENTERLINE FORMATION, SEE DETAIL SHEET CB-7.31STA 41+34.10THERMOPLASTIC WHITESTOP BAR, 18" WIDESTA 44+12.50THERMOPLASTIC WHITESTOP BAR, 18" WIDEPOINT OF INTERSECTION STA 14+16.65 BRONSON WAY N= STA 44+62.12 MEADOW AVE N POINT OF INTERSECTION STA 33+82.06 N 2ND ST= STA 41+00.00 MEADOW AVE N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-3.41.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411604 11 DEVELOPMENT ENGINEERING jchavez 08/28/2020 32+0033+0012+0013+0052+00 53+00 54+00 BIO-RETENTION PLANTER CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP SEE SHEET CB-3.41 1' DEDICATED RIGHT-OF-WAY 1' VACATED RIGHT-OF-WAY R6-1R ("ONE WAY") SIGN ON POST R1-1 ("STOP") SIGN ON POST R1-1 ("STOP") SIGN ON POST R6-1R ("ONE WAY") SIGN ON POST R6-1R ("ONE WAY") SIGN ON POST POINT OF INTERSECTION STA 12+74.03 BRONSON WAY N= STA 54+84.33 ALLEY POINT OF INTERSECTION STA 32+41.36 N 2ND ST= STA 51+00.00 ALLEY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-3.51.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34NOTES: 1.UNLESS NOTED OTHERWISE, ALL SIGNAGE SHALL CONFORM TO STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION'S SIGN FABRICATION MANUAL.TRO-41-4116T-411605 12 DEVELOPMENT ENGINEERING jchavez 08/28/2020 58 DCDA DCVA PIV TO BE INSTALLED AWAY FROM FACE OF BUILDING PER STD PLAN 360.5 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 58 PIV TO BE INSTALLED AWAY FROM FACE OF BUILDING PER STD PLAN 360.5 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 58 INSTALL PIV PER STD PLAN 360.5 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WATER UTILITY M.Mitchell 09/04/2020 25+00 12+00PROPERTY LINE, TYP R=35.00' TC 42.57 G 42.11 TC 42.69 G 42.19 TC 42.76 G 42.76 TC 42.91 G 42.23 TC 42.96 G 42.96 TC 43.07 G 42.23 G 41.92 G 41.90 TC42.50 G 42.04 TC 42.50 G 42.50 TC 42.50 G 42.50 HIGH POINT TC 42.55 G 42.05 TC 42.35 G 41.85 G 41.90 TC 42.53 G 42.03 G 42.52 LOW PT (INLET) G=41.80 9.5' C/L PED RAMP #2A STA 25+63.30, 22.25' RT (GARDEN AVE N) EXISTING SIGN TO REMAIN MAX SLOPE = 7.5% MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT LANDING MAX SLOPE = 1.5% MAX SLOPE = 7.5% SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR SIDEWALK IMPROVEMENTS OUTSIDE OF CURB RETURNS, TYP C/L PED RAMP #1A STA 25+03.40, 38.36' RT (GARDEN AVE N) LANDING MAX SLOPE = 1.5% MAX SLOPE = 7.5% PROPOSED PROPERTY LINE, TYP 6'6'4'9.5' PROPERTY LINE, TYP 16.1' TC 42.54 G 42.13 TC 42.88 G 42.88 TC 42.65 G 42.15 1 0 . 8 '5.7'6. 8 '7'1 3 . 5 ' 10.5' EXISTING 35' CURB RADIUS TO REMAIN 22+00 G 40.89 G 40.27 TC 40.58 G 40.16 G 40.30 TC 40.92 G 40.42 TC 40.87 G 40.37 TC 40.84 G 40.84 TC 40.90 G 40.90 TC 40.86 G 40.36 TC 40.83 G 40.33 G 40.23 G 40.28 TC 40.75 G 40.75 TC 40.71 G 40.29 TC 40.72 G 40.35 TC 40.69 G 40.32 TC 40.61 G 40.61 TC 40.56 G 40.12 TC 40.72 G 40.30 MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT TC 40.65 G 40.65 TC 40.79 G 40.79 TC 40.70 G 40.70 TC 40.85 G 40.85 TC 40.67 G 40.17TC 40.66 G 40.16 TC 40.63 G 40.13 TC 40.64 G 40.14 TC 40.65 G 40.15 TC 40.62 G 40.12 TC 40.72 G 40.22 TC 40.72 G 40.22 G 40.07 TC 40.49 G 39.99 TC 40.62 G 40.12 TC 40.66 G 40.16TC 40.66 G 40.16 TC 40.70 G 40.70 TC 40.70 G 40.70 ADJUST EXISTING W METER BOX TO GRADE, REPLACE COVER WITH NON-SKID COVER TC 40.62 G 40.62TC 40.68 G 40.18 G 40.23 G 40.22 TC 40.70 G 40.20 TC 40.78 G 40.28 G 40.70 G 40.72 G 40.67 G 40.75 6.4'12.3'4.8 ' 7. 1 ' 7'9.7 '2'4'14.4'MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT, REMOVE EXISTING RAMP IN ENTIRETY MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MAX SLOPE = 7.5% LANDING MAX SLOPE = 1.5% C/L PED RAMP #5A STA 20+77.06, 21.67' RT (GARDEN AVE N) MAX SLOPE = 7.5% R = 20' R = 20' C/L PED RAMP #4A STA 21+50.33, 37.75' RT (GARDEN AVE N) C/L PED RAMP #3A STA 21+81.54, 35.75' RT (GARDEN AVE N) R = 20'5'4'6'3'6.2'4'5.6'4.9'6.5'4.5'9'4'7.8'MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT 8.6' 2.5' SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR SIDEWALK IMPROVEMENTS OUTSIDE OF CURB RETURNS, TYP LANDING MAX SLOPE = 1.5% PROPERTY LINE, TYP LANDING MAX SLOPE = 1.5% C/L PED RAMP #6A STA 20+77.65, 22.35' LT (GARDEN AVE N) C/L PED RAMP #5B STA 31+27.29, 17.35' RT (N 2ND ST) ADJUST EXISTING W METER BOX TO GRADE EXISTING HYDRANT TO REMAIN MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT EXISTING UTILITY POLE TO REMAIN (PSE) MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MAX SLOPE = 7.5% MAX SLOPE = 7.5% 6.9'4'4'4'7.6' 5 . 7 ' MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT, REMOVE EXISTING RAMP IN ENTIRETY PROPERTY LINE, TYP PROPERTY LINE, TYP LANDING MAX SLOPE = 1.5% MAX SLOPE = 7.5% MAX SLOPE = 7.5%MAX SLOPE = 7.5% LANDING MAX SLOPE = 1.5% MAX SLOPE = 7.5% MAX SLOPE = 7.5% PROPERTY LINE, TYP R = 18.66' (MATCH EXISTING) EXISTING INLET TO REMAIN, ADJUST TO GRADE GRADE BREAK 41.83 41.91 40.72 40.80 2.3%1.5%TC 40.64 G 40.39 3.5'3.6'8.1'5' 4' 5.6' IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-6.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 10 5 0 10 20 scale feet1" = 10'Page Setup: _INSIDE TB 22X341" = 10' 1" = 10' 1 CB-2.21, CB-2.31 CB-6.01 2 CB-2.01, CB-2.21 CB-6.01 R-411617TED-40-4116NOTES: 1.RAMPS #3A, #4A, #6A SHALL BE TYPE PARALLEL 'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. 2.RAMP #5A SHALL BE TYPE SINGLE DIRECTION 'B' PER DETAIL ON SHEET CB-7.22. 3.RAMP #5B SHALL BE TYPE PERPENDICULAR 'A' CURB RAMP PER DETAIL ON SHEET CB-7.21. NOTES: 1.RAMPS #1A AND #2A SHALL BE TYPE PARALLEL 'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. 18 DEVELOPMENT ENGINEERING jchavez 08/28/2020 14+0044+00 PROPERTY LINE, TYP G 42.51 G 42.49 G 43.10 G 43.08 G 43.14 G 43.16 TC 43.06 G 42.56 LOW PT (INLET) G=42.48 TC 43.03 G 42.53 TC 43.00 G 42.58 TC 42.97 G 42.55 G 42.90 G 42.90 G 43.00 G 42.96 G 42.92 G 42.52 G 42.50 SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR SIDEWALK IMPROVEMENTS OUTSIDE OF CURB RETURNS, TYP PROPOSED PROPERTY LINE, TYP LANDING MAX SLOPE = 1.5% C/L PED RAMP #11A STA 44+21.92, 18.27' LT (MEADOW AVE N) EXISTING INLET TO REMAIN EXISTING HAND HOLE TO REMAIN LANDING MAX SLOPE = 1.5% MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MAX SLOPE = 7.5% MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MAX SLOPE = 7.5% R = 14.3' C/L PED RAMP #12A STA 44+29.84, 14.49' RT (MEADOW AVE N) R = 35' R = 35'4'4'5.5'4' 5' 5.5' 11.3' 5.5' 4'4'4'9.5'PROPERTY LINE, TYP TC40.59 G 40.17 TC40.63 G 40.21 TC40.72 G 40.30 TC40.64 G 40.22 TC40.65 G 40.65 TC40.62 G 40.62 G 40.62 G 40.70 G 40.70 TC40.60 G 40.18 G 40.68 TC40.29 G 39.87 TC40.27 G 39.85 TC40.32 G 39.90 TC40.34 G 39.92 TC40.35 G 40.35 TC40.34 G 40.34 G 40.42TC40.32 G 40.32 TC40.57 G 40.07 G 40.08 G 40.12 G 40.18 G 40.21 TC40.66 G 40.16 G 40.60 G 40.58 G 40.55 G 40.52 TC40.72 G 40.22 G 40.60 G 40.65 G 40.48G 40.47 G 40.42 G 40.40 G 40.84 G 40.90 G 40.96 TC40.95 G 40.45 TC 40.99 G 40.49 TC 40.89 G 40.39 INLET G=40.48 LANDING MAX SLOPE = 1.5% MAX SLOPE = 7.5% LANDING MAX SLOPE = 1.5% LANDING MAX SLOPE = 1.5% LANDING MAX SLOPE = 1.5% MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT SEE SHEETS CB-2.01 THROUGH CB-2.51 FOR SIDEWALK IMPROVEMENTS OUTSIDE OF CURB RETURNS, TYP MAX SLOPE = 7.5% EXISTING INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING INLET TO REMAIN SIDEWALK REPLACEMENT TO MATCH EXISTING GRADE SIDEWALK REPLACEMENT TO MATCH EXISTING GRADE R = 8' R = 9' R = 9' R = 15' C/L PED RAMP #8A STA 40+75.16, 18.08' LT (MEADOW AVE N) C/L PED RAMP #9A STA 34+07.97, 15.51' LT (N 2ND ST)C/L PED RAMP #9B STA 41+26.48, 17.95' LT (MEADOW AVE N) C/L PED RAMP #8B STA 34+08.32, 15.71' LT (N 2ND ST) C/L PED RAMP #7B STA 40+73.63, 17.81' RT (MEADOW AVE N) C/L PED RAMP #7A STA 33+53.15, 15.12' LT (N 2ND ST) C/L PED RAMP #10B STA 33+52.99, 15.18' RT (N 2ND ST) C/L PED RAMP #10A STA 41+26.33, 15.68' RT (MEADOW AVE N) 14. 5 '4'6.6' 4'6'14.3'9.5'11 . 1 ' 4'6'4'6.3'4'4.7'6'4' 6.3'4'6.9'4'4'4' 4'6'4'4'4'5.6' ELEC HAND HOLE PER SHEET CA-2.31 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-6.11_Rev.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58 10 5 0 10 20 scale feet1" = 10'Page Setup: _INSIDE TB 22X341" = 10'1" = 10' 2 CB-2.01 CB-6.11 1 CB-2.31, CB-2.41 CB-6.11TED-40-4116R-411618 NOTES: 1.RAMPS #7A, #7B, #10A, AND #10B SHALL BE TYPE PERPENDICULAR 'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. 2.RAMPS #8A, #8B, #9A, AND #9B SHALL BE TYPE SINGLE DIRECTION 'A' CURB RAMPS PER DETAIL ON SHEET CB-7.22. NOTES: 1.RAMPS #11A AND #12A SHALL BE TYPE PERPENDICULAR 'A' CURB RAMPS PER DETAIL ON SHEET CB-7.21. 19 DEVELOPMENT ENGINEERING jchavez 08/28/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34R-411619TED-40-4116NTS NTS NTS NTS NTS NTS NTS 20 DEVELOPMENT ENGINEERING jchavez 08/28/2020 SURFACE WATER UTILITY jfarah 08/28/2020 TC 41.92 G 41.42 FILLET R = 6", TYP STA 42+76.00, 17.00' RT (MEADOW AVE N) TC 41.90 G 41.40 TC 41.88 G 41.38 LIMIT OF CONTINUOUS GUTTER PAN FACE OF 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER VARIABLE WIDTH GUTTER PAN DRAINAGE STRUCTURE STREET TREE 2'2'EQ EQ 2' 2.83' IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.11.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34TED-40-4116R-411620 NTS NTS NTS NTS NTS NTS 21 DEVELOPMENT ENGINEERING jchavez 08/28/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.21.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34R-411621TED-40-4116NTS NTS NTS NTS NTS 22 DEVELOPMENT ENGINEERING jchavez 08/28/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.22.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34R-411622TED-40-4116NTS 23 DEVELOPMENT ENGINEERING jchavez 08/28/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:02 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.31.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34TED-40-4116R-411623 NTS NTS NTS NTS NTS NTS NTS 24 DEVELOPMENT ENGINEERING jchavez 08/28/2020 TRANSPORTATION OPERATION cbarnes 09/09/2020 T-411606 condition of approval: provide structural analysis for review prior to foundation installation condition of approval: provide structural analysis for review prior to foundation installation condition of approval: provide structural analysis for review prior to foundation installation Add standard detail 135 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-7.41.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34R-411624TED-40-4116NTS NTS NTS NTS NTS NTS NTS 25 DEVELOPMENT ENGINEERING jchavez 08/28/2020 TRANSPORTATION OPERATION cbarnes 09/09/2020 T-411607 8' 5' 17' CONC SIDEWALK PER COR STD DETAIL 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD DETAIL 101, H=6" FACE OF BLDG PROPERTY LINE PAVEMENT REPLACEMENT PER COR STD DETAIL 103 30'30' GARDEN AVE N EX GRADE 12" W STREET TREE 1.5%2" G&O MATCH EX CROSS SLOPES 22'+/- VARIES PROPERTY LINE EX 8" W (TO BE REMOVED) 8.5' 1.52' 15' CONC SIDEWALK PER COR STD DETAIL 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD DETAIL 101, H=6" PROPERTY LINE PAVEMENT REPLACEMENT PER COR STD DETAIL 103 30'30' EX GRADE STREET TREE 1.5% TYP 2" G&O MATCH EX CROSS SLOPES 18'+/- PROPERTY LINE EX 8" W 5' 14' 5' 11' CONC SIDEWALK PER COR STD DETAIL 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD DETAIL 101, H=6" FACE OF BLDG PROPERTY LINE PAVEMENT REPLACEMENT PER COR STD DETAIL 103 30'30' EX GRADE 12" W STREET TREE 1.5% 2" G&O MATCH EX CROSS SLOPES 22'+/- VARIES PROPERTY LINE EX 8" W (TO BE REMOVED) 14.5' 1.52' 9' CONC SIDEWALK PER COR STD DETAIL 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD DETAIL 101, H=6" PROPERTY LINE PAVEMENT REPLACEMENT PER COR STD DETAIL 103 30'30' EX GRADE STREET TREE 1.5% TYP 2" G&O MATCH EX CROSS SLOPES 18'+/- PROPERTY LINE EX 8" W 5' CAUTION!! EX G NTS 1 CB-2.21 CB-8.01 NTS 2 CB-2.41 CB-8.01 NTS 3 CB-2.21 CB-8.01 NTS 4 CB-2.41 CB-8.01 CAUTION!! EX G MEADOW AVE N GARDEN AVE N MEADOW AVE N EARLY WORK: (1) 2" ELEC (PSE), SEE SHEET CA-2.21 EARLY WORK: (1) 2" ELEC (PSE), SEE SHEET CA-2.41 10' 10' NOTES: 1.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. NOTES: 1.SEE SHEETS CB-5.21, CB-5.23, CC-8.11 FOR WATER AND STORM DRAIN PROFILES AND SECTIONS. NOTES: 1.SEE SHEET CC-8.13 FOR STORM DRAIN PROFILES. 12" SD 12" SD EARLY WORK: (1) 2" ELEC (PSE), SEE SHEET CA-2.41EARLY WORK: (1) 2" ELEC (PSE), SEE SHEET CA-2.21 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-8.01_Rev.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34TED-40-4116R-411625 26 DEVELOPMENT ENGINEERING jchavez 08/28/2020 VARIES8.5' 30'+/- CONC SIDEWALK PER COR STD DETAIL 102 PROPERTY LINE VARIESVARIES BRONSON WAY N EX GRADE STREET TREE 1.5% TYP 30'+/- PROPERTY LINE UNKNOWN TELECOM 8' CAUTION!! EX G 8.5' 1.52' 15' CONC SIDEWALK PER COR STD DETAIL 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD DETAIL 101, H=6" PROPERTY LINE PAVEMENT REPLACEMENT PER COR STD DETAIL 103 30'30' EX GRADE STREET TREE 1.5% TYP 2" G&O MATCH EX CROSS SLOPES 15'+/- PROPERTY LINE 5' CAUTION!! EX G EX OVERHEAD ELEC & TELECOM EX SD EX CURB TO REMAIN EX 8" W EX SD (LIBERTY PARK) NTS 1 CB-2.31 CB-8.11 NTS 2 CB-2.01 CB-8.11 EARLY WORK: (2) 4" ELEC (PSE), (2) 4" TELECOM COMCAST, (2) 4" TELECOM (CTL), SEE SHEET CA-_____ 16' EXISTING RIGHT OF WAY FNISHED GRADE VARIES, 2.8-3.5% FACE OF BLDG EXISTING 8" SANITARY SEWER MAIN EXISTING 12" STORM DRAIN MAIN 16' PROPOSED RIGHT OF WAY 1' VACATION 1' DEDICATION 2" GAS SERVICE (PSE) 1'TELECOM (CTL) TELECOM (COMCAST) 1' 1'EXISTING GAS SERVICE TO BE ABANDONED (BY PURVEYOR) 1300 BRONSON WAY NORTH EAST PARCEL PAVT, SEE NOTE 6 NTS 3 CB-2.51 CB-8.11 N 2ND ST NOTES: 1.ALLEY PAVEMENT SECTION SHALL BE 4" HMA OVER 6" CRUSHED SURFACING TOP COURSE. 2.SEE SHEETS CC-8.11 FOR SEWER LATERAL LOCATIONS, ROOF DRAIN LOCATIONS, AND STORM DRAIN PLAN AND PROFILE. SEE TYPICAL SECTIONS, SHEET CC-4.11, PERMIT No. ______ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-8.11.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34R-411626TED-40-411627 DEVELOPMENT ENGINEERING jchavez 08/28/2020 STRAW WADDLES PER COR STD DETAIL 213.40, EXCEPT IN LIEU OF STAKING PROVIDE BRICK WEIGHTS TO STABILIZE AT A LONGITUDINAL SPACING NOT TO EXCEED 5', REMOVE BRICKS AND WADDLES AS SOON AS IMPROVEMENTS ARE COMPLETED SUFFICIENT TO STABILIZE SOILS, TYP SILT FENCE PER COR STD DETAIL 214.00 CURB AND GUTTER BARRIER PROTECTION PER COR STD DETAIL 216.50, TYP 2' TYP FROM FACE OF CURB ONSITE EROSION AND SEDIMENTATION CONTROL UNDER SEPARATE PERMIT SILT FENCE PER COR STD DETAIL 214.00 SILT FENCE PER COR STD DETAIL 214.00 SILT FENCE PER COR STD DETAIL 214.00 SILT FENCE PER COR STD DETAIL 214.00 SILT FENCE PER COR STD DETAIL 214.00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-9.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X3440 0 40 80 scale feet1" = 40' 20 R-411627TED-40-411628 DEVELOPMENT ENGINEERING jchavez 08/28/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.00.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411628 29 STREET LIGHT WIRING NOTES: 1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. LUM POLE No. ILLUMINATION POLE SCHEDULE STREET NAME POLE ID* GPS COORDINATES (LAT / LONG)** STATION OFFSET MOUNT HEIGHT ARM LENGTH WATTAGE / TYPE VOLTAGE FIXTURE MODEL (OR APPROVED EQUAL) BASE TYPE SERVICE / CIRCUIT COMMENTS *POLE ID NUMBERING SHALL BE PROVIDED BY CITY AT THE TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. **GPS COORDINATES INFORMATION SHALL BE PROVIDED BY CONTRACTOR AND ADDED TO AS-BUILT PLANS. BRONSON WAY N BRONSON WAY N BRONSON WAY N GARDEN AVE N GARDEN AVE N GARDEN AVE N GARDEN AVE N N 2ND ST N 2ND ST MEADOW AVE N MEADOW AVE N MEADOW AVE N 11+91.04 24.24' LT 12+58.14 23.43' LT 13+25.08 27.65' LT 21+59.39 21.00' LT MEADOW AVE N GARDEN AVE N 21.00' LT 21.00' LT 21.00' LT 21.00' LT 22+39.67 23+19.93 24+00.27 24+80.44 19.00' LT 19.00' LT 31+92.96 32+83.86 19.00' RT 19.00' RT 19.00' RT 14.16' RT 41+68.28 42+51.72 43+35.91 44+17.55 14' 14' 14' 14' 14' 14' 14' 14' 14' 14' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 38 38 38 38 38 38 38 38 38 38 120-277V 120-277V 120-277V 120-277V 120-277V 120-277V 120-277V 120-277V 120-277V 120-277V TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) TYPE 'LE1' (SEE LUMINARIE SCHEDULE THIS SHEET) FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 FOUNDATION PER C.O.R. STD PLAN 116.1 10' / 4' 10' / 4' 10' / 4' 10' / 4' 105 / 36 105 / 36 105 / 36 105 / 36 120-277V 120-277V 120-277V 120-277V TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT) TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT) TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT) TYPE 'LE2' / 'LE2A' (SEE LUMINARIE SCHEDULE THIS SHT) FOUNDATION PER C.O.R. STD PLAN 117.1 FOUNDATION PER C.O.R. STD PLAN 117.1 FOUNDATION PER C.O.R. STD PLAN 117.1 FOUNDATION PER C.O.R. STD PLAN 117.1 FIXED FIXED FIXED FIXED 35' / 14' 35' / 14' 35' / 14' 35' / 14' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUM 'A' ILLUMINATION GENERAL NOTES: 1.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED BY THE ENGINEER. 2.CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 3.THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES ANDANY OVERHEAD POWER LINES THAT ARE NOT PROPOSED TO BE REMOVED. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 4.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND SDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 5.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 6.THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 7.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 9.POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 10.ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. 11.CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND / ROUGH-IN INSPECTION. 12.CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL (425) 430-7423, FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. 13.FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHALL CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION. 14.FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING. 15.ELECTRICAL CONTRACTOR SHALL CONTACT THE CITY ELECTRCIAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. 240V LUMINAIRE: DMS55-110W64LED4K-T-LE3F-240V- LUMINAIRE: DOS-35W32LED4K-T-LE3F-240V-MAS- LUMINAIRE: CY17T4-VS3AR-SKY-3-34W-4K-240V- 240V 240V DEVELOPMENT ENGINEERING jchavez 10/15/2020 T-411608 TRANSPORTATION OPERATION cbarnes 10/21/2020 Street lights shall be 240V IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.01.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411629 30 STREET LIGHT WIRING NOTES: 1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. DEVELOPMENT ENGINEERING jchavez 10/15/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 T-411609 TRANSPORTATION OPERATION cbarnes 10/21/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.21.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411630 31 STREET LIGHT WIRING NOTES: 1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. DEVELOPMENT ENGINEERING jchavez 10/15/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 T-411610 TRANSPORTATION OPERATION cbarnes 10/21/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.31.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411631 32 STREET LIGHT WIRING NOTES: 1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. DEVELOPMENT ENGINEERING jchavez 10/15/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 T-411611 TRANSPORTATION OPERATION cbarnes 10/21/2020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10/11/2020 11:03 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CB-10.41.dwg2020.10.11 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754 58Page Setup: _INSIDE TB 22X34 HRTED-40-4116R-411632 33 STREET LIGHT WIRING NOTES: 1.CONTRACTOR TO COORDINATE PROVISION AND INSTALLATION OF GROUNDING, NEUTRAL, AND POWER CABLING REQUIREMENTS WITH THE INFORMATION SHOWN ON THIS SHEET, WITH THE CITY OF RENTON, AND WITH STANDARD DETAILS ON SHEETS CB-7.31 AND CB-7.41. DEVELOPMENT ENGINEERING jchavez 10/15/2020 Condition of Approval: Install Light Pole and junction box concrete pad per STD Plan 120 on sheet CB-7.41 T-411612 TRANSPORTATION OPERATION cbarnes 10/21/2020 TRANSFORMERWATERTIGHT, WEIGHTWEATHERPROOFWATT, WIDTHVOLTS ALTERNATING CURRENTVOLT-AMPEREVOLTUNLESS OTHERWISE NOTEDUNDERWRITERS LABORATORIES, INC.TYPICALSINGLE POLE SINGLE THROWSINGLE POLE DOUBLE THROWRUNNING LOAD AMPSPOLYVINYL CHLORIDEFURNISH AND INSTALLPHASEPOWER FACTOROCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONON CENTERNORMALLY OPEN, NORMALLY CLOSEDNUMBERNATIONAL FIRE PROTECTION ASSOCIATIONNATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNATIONAL ELECTRICAL CODENOT APPLICABLEMAIN LUGS ONLYMETAL HALIDEMAIN CIRCUIT BREAKERMINIMUM CIRCUIT AMPACITYLIGHTINGLOCKED ROTOR AMPSPOUNDSLENGTHKILOWATT-HOURKILOWATTKILOVOLT-AMPS REACTIVEKILOVOLT-AMPSKILOVOLT1000 CIRCULAR MILSJ-BOXIN.IMCIGHZHVACHPHOAHIDHGRSGNDGFCI GA. G FT. FLA FACP FA EWCEMSDPDTDISDCCUCLGCKTCCTVCBKRAWGAICAFGAFFACTAAMPSABOVE COUNTERTOPABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CURRENTAMERICAN WIRE GAUGEBREAKERCONDUITCLOSED CIRCUIT TELEVISIONCIRCUITCEILINGCOPPER, CONDENSING UNITDIRECT CURRENTDISCONNECTDOUBLE-POLE, DOUBLE-THROWENERGY MANAGEMENT SYSTEMELECTRIC WATER COOLERFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFOOT, FEETGROUNDGAUGEGROUND FAULT CIRCUIT INTERRUPTERGROUNDGALVANIZED RIGID STEELHEIGHTHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSEPOWERHEATING, VENTILATING AND AIR CONDITIONINGHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITINCH, INCHESJUNCTION BOXkcmilkVkVAkVARkWkWHLLBLRALTGMCAMCBMHMLON/ANECNEMANFPANO.N/O,N/COCOSHAPFPHPROVIDEPVCRLASPDTSPSTTYPULU.O.N.VVAVACWWPWTXFMRWPGFIALL CONDUCTORS SHALL BE THWN/THHN UNLESS OTHERWISE INDICATED. TERMINATIONS SHALL BE RATED FOR 75DEGREES C MINIMUM. DEVIATIONS SHALL COMPLY WITH NEC ARTICLE 110-14(c) FOR EXACT EQUIPMENT BEINGPROVIDED.PROVIDE LUGS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT TO ACCEPT THE SIZE AND NUMBER OF CONDUCTORSSHOWN IN THESE DOCUMENTS.ALL WIRING AND CONDUIT SIZES SHALL BE BASED ON THE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE.THERE SHALL BE NO SPLICES OF WIRING INSIDE PANELBOARDS OR DISCONNECT SWITCHES. ONLY ONE WIRE SHALLBE TERMINATED TO ANY SINGLE LUG ON A CIRCUIT BREAKER.ALL PULL CORD/WIRE PROVIDED FOR EMPTY RACEWAY/CONDUIT SYSTEMS SHALL HAVE A MINIMUM STRENGTH OF200 LBS TENSILE STRENGTH. ALL EMPTY CONDUITS SHALL HAVE A PULL CORD.MINIMUM CONDUCTOR SIZE: ALL CIRCUIT HOMERUNS AND ALL CONDUIT -AND-WIRE CIRCUITS SHALL BE #12 AWGUNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS.1.2.3.4.5.6.7.8.9.10.11.EMTELECTRICAL METALLIC TUBINGCHCOUNTER HEIGHTCHPCJJSTV1WALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRIC CODEEXTERIOR CONDUIT RUNS MINIMUM 24" BELOW FINISHED GRADE.AND ALL STATE AUTHORITIES HAVING JURISDICTION.IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE ANDFUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL ANDOTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES IN THE PLANS ANDSPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF HIS BID PRICE.THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FORINSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THEIR WORK.THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTERACCEPTANCE BY OWNER.DRAWING NODESCRIPTIONCB-10.51CB-10.61LEGEND, GENERAL NOTES, DRAWING INDEXSITE PLANOSPSCB-10.71SCHEDULESIN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg 2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSONCB-10.5134DJADJADJADJA2020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411613 BIO-RETENTION PLANTERLE1LE1LE1LE1LE1LE1LE2ALE1LE2LE1LE1LE1LE2ALE2LE2ALE2LE2ALE2HAND HOLESERVICE CABINETUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE2" PVC SCHED 802" PVC SCHED 402" PVC SCHED 40CKT 1Vd = 0.34VVd% = 0.14%V = 239.66CKT 1Vd = 0.13VVd% = 0.06%V = 239.52CKT 1Vd = 0.13VVd% = 0.06%V = 239.39CKT 1Vd = 0.09VVd% = 0.04%V = 239.30CKT 1Vd = 0.06VVd% = 0.03%V = 239.24CKT 1Vd = 0.04VVd% = 0.02%V = 239.20CKT 1Vd = 0.02VVd% = 0.01%V = 238.79CKT 1 TOTALVd = 0.80VVd% = 0.34%V = 239.20 END OFRUNCKT 2 TOTALVd = 2.18VVd% = 0.94%V = 237.74 END OFRUNCKT 2Vd = 0.73VVd% = 0.31%V = 239.27CKT 2Vd = 0.37VVd% = 0.16%V = 238.89CKT 2Vd = 0.35VVd% = 0.15%V = 238.54CKT 2Vd = 0.33VVd% = 0.14%V = 238.22CKT 2Vd = 0.26VVd% = 0.11%V = 237.96CKT 2Vd = 0.14VVd% = 0.06%V = 237.82CKT 2Vd = 0.08VVd% = 0.03%V = 238.742" PVC SCHED 80 2" PVC SCHED 802" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 402" PVC SCHED 40SITE PLANSCALE: 1" = 20'GARDEN AVE NMEADOW AVE NN. 2ND ST.BRONSON WAY N.PSE POLE #:318012166247HAND HOLETYP. AT EA. POLESC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-1,3SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4SC-2,4UEUE25kVATRANSFORMER9.3kAICAVAILABLE.UE OH TRANSFORMER.7.1kAIC AVAILABLE.HAND HOLEUEUE2" PVC SCHED 402" P V C S C H E D 4 0IN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg 2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSON35DJADJADJADJACB-10.612020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411614Add spare 2" conduiton BronsonTRANSPORTATION OPERATIONcbarnes 10/22/2020 STREET LIGHTING SERVICE CABINET BREAKER SCHEDULECIRCUITMAINCKT 1CKT 2BREAKERCONTACTOR2P-100 AMP2P-20 AMP2P-20 AMP-----30 AMP30 AMPLE1POLEPEDESTRIAN POLE240V 2P 2W(1) LED38LE2POLEDECORATIVE STREET LIGHT240V 2P 2W(1) LED105LE2APOLEDECORATIVE PEDESTRIAN240V 2P 2W(1) LED36ILLUMINATION WIRING SCHEDULELOCATIONROAD OR ALLEY CROSSINGNON ROAD CROSSINGRACEWAYCONDUCTOR2" SCHEDULE 80 PVC2" SCHEDULE 40 PVC#8 CuEQ. GROUND#8 Cu#8 Cu#8 CuSEE CIVIL ENGINEERING SET FORILLUMINATION GENERAL NOTES, POLEAND FIXTURE SCHEDULES, ANDPHOTOMETRIC RESULTS.a2120/220/20.2660.678b43 | |a6520/120/10.50b8720/120/10.10a10920/120/10.180b121120/120/100CONNKVACONNKVACALCKVACALCKVALIGHTING0.9441.18(125%)RECEPTACLES0.180.18(50%>10)NONCONTINUOUS0.60.6(100%)TOTAL LOAD1.96BALANCED LOAD8.17 APHASE A134%PHASE B66.4%LIGHTINGITS BRANCHCONTROL CKT BRANCHGFCI REC. BRANCHSPARELIGHTINGSPARESPARESPARESPAREIN COMPLIANCE WITH CITY OF RENTON STANDARDS10/9/2020 1:40 PM USER: danderson PATH: F:\697-026 Renton Street Lighting\Dwg\E0.0.dwg 2020.07.2258RENGINEERING, INCOBISON19401 40TH AVE W., SUITE 302LYNNWOOD, WA 98036206-364-3343 telCONTACT: DALLAS ANDERSON36DJADJADJADJACB-10.712020.10.11DEVELOPMENT ENGINEERINGjchavez 10/15/2020T-411615#8 AWG THWN wire 37 58 38 58 39 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 40 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 WASTEWATER UTILITY Ann Fowler 09/03/2020 CONDITION OF APPROVAL existing sewer stubs must be cctv'd prior to connection to ensure that they are in good condition. if stubs are in good condition, contractor must line the existing stubs. if the stubs are not in good condition, the stubs must be replaced. 41 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 42 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 43 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 44 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 45 58 DEVELOPMENT ENGINEERING jchavez 08/28/2020 52+0053+0054+00BIO-RETENTION PLANTERMATCHLINE SEE SHEET CC-4.01 258.15'64'4" WHITE PAINT STRIPING, TYPPARKING LOT PAVEMENT2" HMA OVER4" CRUSHED ROCK BASEFOR TRASH ENCLOSURE ANDTRANSFORMER VAULT ENCLOSUREDETAILS SEE SHEET A1.12FOR BIORETENTION PLANTERDETAILS SEE SHEET CC-8.11CEMENT CONCRETESIDEWALK PER C.O.R. STDDETAILS 102 AND F007, TYP1' VACATED RIGHT-OF-WAY1' DEDICATED RIGHT-OF-WAYCONCRETE WHEEL STOP, TYPSEE SPECIFICATIONS1CC-4.11CC-4.11TYP SECTION5'5'24'5' 5' 18" TYPEQUAL,TYP24'5'5'N 179,884.46E 1,302,606.94EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,626.92E 1,302,571.76N 179,650.73E 1,302,582.55EDGE OF PAVEMENTN 179,720.47E 1,302,572.01EDGE OF PAVEMENTN 179,898.26E 1,302,570.33EDGE OF PAVEMENTN 179,801.16E 1,302,573.52EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,606.91E 1,302,571.39N 179,883.63E 1,302,650.96EDGE OF PAVEMENTN 179,625.52E 1,302,646.13EDGE OF PAVEMENTEDGE OF PAVEMENTN 179,625.85E 1,302,628.79EDGE OF PAVEMENTN 179,605.84E 1,302,628.41N 179,799.76E 1,302,649.39EDGE OF PAVEMENTN 179,719.06E 1,302,647.88EDGE OF PAVEMENTFOR ONSITE LIGHTINGSEE SHEET E2.01, TYP102'16'PUBLICALLEY1.5%11'64' PARKING AREA10'2%VARIES,0.5% MINVARIES,4-5%CONC SIDEWALK PER COR STD DETAIL 1025'SEE SHEET CC-8.13 FOR BIORETENTION PLANTER DETAILSELECTRICAL SERVICE CONDUIT (PSE)MEADOW AVE NNTS1CC-4.11CC-4.11SEE TYPICAL SECTIONS,SHEET CB-8.01SEE TYPICAL SECTION,SHEET CB-8.11PROPERTY LINE12' BIO-RETENTIONPLANTERTREE PERLANDSCAPEPLANTREE PERLANDSCAPEPLANFINISHED GRADEPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-4.11.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE PAVING NOTES:1.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDINGUNLESS NOTED OTHERWISE.2.PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK ANDCONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AND FIXEDOBJECTS.3.SEE SHEET A1.10 FOR ADDITIONAL PLAZA DETAIL AND INFORMATION.SHEET 46 of 58 MATCHLINE SEE SHEET CC-5.11PROPERTY LINE, TYPSILT FENCE PER C.O.R.STANDARD DETAIL 214.00, TYPCATCH BASIN INSERT PERC.O.R. STANDARD DETAIL216.30, TYPEXISTING BUILDINGTO BE PARTIALLYDEMOLISHEDPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-5.01.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'TESC NOTES:1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTEAN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OFROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEAPPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDVEGETATION/LANDSCAPING IS ESTABLISHED.3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLYFLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THEFLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITHALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THATSEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIESSHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THATSEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR ANDMAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.7.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUMOF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.8.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BECLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADENWATER INTO THE DOWNSTREAM SYSTEM.9.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THEDURATION OF THE PROJECT.SHEET 47 of 58 MATCHLINE SEE SHEET CC-5.01 COLLECTION PONDPUMPTEMPORARY HDPESTORM DRAIN PIPE, TYPBAKER TANK OR APPROVEDSETTLEMENT SYSTEMSCONNECT TO EXISTINGSTORM DRAIN CATCH BASINIE = ____CATCH BASIN INSERT PER C.O.R.STANDARD DETAIL 216.30, TYPPROPERTY LINE, TYPSTABILIZED CONSTRUCTIONENTRANCE PER C.O.R.STANDARD DETAIL 215.1020'WHEEL WASH PERC.O.R. STANDARDDETAIL 215.006" DUCTILE IRON PIPE CROSSINGEXISTING DRIVEWAYTO BE USED FORCONSTRUCTIONINTERCEPTOR SWALEPER C.O.R. STANDARDDETAIL 217.10, TYPDITCH CHECK DAMSPER C.O.R. STANDARDDETAIL 217.40, TYPSILT FENCE PERC.O.R. STANDARDDETAIL 214.00, TYPPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-5.11.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-5.01 FOR TESC NOTES.SHEET 48 of 58 DEDICATEDRIGHT-OF-WAYPARTIAL BUILDING REMOVAL.SEE ARCH AND STRUCTURALFOR ADDITIONAL INFORMATIONEXISTINGRIGHT-OF-WAY,TYPMATCHLINE SEE SHEET CC-6.11CAUTION!!PROTECT IN PLACE EXISTING C.O.R.GROUNDWATER MONITORING WELLPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-6.01.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE DEMOLITION NOTES:1.NO DEMOLITION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMMENCE WITHOUTPERMIT APPROVAL FROM THE CITY OF RENTON.2.THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARYBARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THEADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAY.3.NO DEMOLITION OUTSIDE THE LIMITS OF WORK IS ALLOWED UNLESS NOTEDOTHERWISE ON THE PLAN.4.THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/ORCAPPING OF THE EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY.5.CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRESAND CONDUCTORS HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OFCOMMUNICATIONS AND TELEPHONE DUCTBANK CONDUIT AND VAULTS.6.DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALLNOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FORREMOVAL HAVE BEEN MADE SAFE.7.CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OFDEMOLITION, UNLESS NOTED OTHERWISE.8.REFER TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR HISTORIC ANDANTICIPATED UNDERGROUND TANK AND CONTAMINATION REMOVAL PROCEDURES.9.FOR ADDITIONAL ENVIRONMENTAL REQUIREMENTS DURING DEMOLITION, SEE SHEETA1.21.LEGEND:REMOVE EXISTING PCC PAVEMENTREMOVE EXISTING BUILDING AND FOUNDATIONSREMOVE EXISTING AC PAVEMENTINFRASTRUCTURE TO BE REMOVEDINFRASTRUCTURE TO REMAINSHEET 49 of 58 EXISTINGRIGHT-OF-WAY,TYPREMOVE EXISTINGSHRUBS, TYPEXISTING ALLEY UTILITYSTRUCTURES AND PIPINGTO REMAIN, TYPCOORDINATE REMOVAL OF CELLTOWER FACILITY WITH OWNERREMOVE EXISTING PCCSLABS, WALLS, UTILITY STUBS,AND FOUNDATION ELEMENTS,TYP THIS PARCELREMOVE EXISTING ONSITE LIGHTSTRUCTURE AND ELECTRICALCONDUIT & CABLINGREMOVE EXISTING BOLLARDS,FOUNDATIONS, AND CHAIN BARRICADES,TYP EAST AND SOUTH PARCEL LIMITSMATCHLINE SEE SHEET CC-6.01SEE SHEET CC-12.11 FOR SIDE SEWERRE-USE, ABANDONMENT, AND/ORRECONNECTION INFORMATION(TYPICAL 8 LOCS)REMOVE EXISTING ONSITELIGHT STRUCTURE, CONDUIT,AND CABLINGCLEAR EXISTING LAWNAND VEGETATIONPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-6.11.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-6.01 FOR SITE DEMOLITION NOTES AND LEGEND.SHEET 50 of 58 24+0025+001 2 + 0 0 13+0054+00FG 42.65FG 42.39MATCHLINE SEE SHEET CC-7.11FG 42.50FG 42.85FG 42.48FG 42.50FG 42.31FG 42.39FG 42.65FG 42.70FG 42.87FG 43.11FG 43.15FG 42.40FG 42.300.3%1.6%VARIESUP TO3.0%1.6%424343 4343.5042.501.8%TYPICAL: FOR GRADINGWITHIN THE PUBLIC RIGHTOF WAY REFER TO SHEETSCB-2.01 THROUGH CB-2.5143 Page Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-7.01.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SITE GRADING NOTES:1.ALL GRADING SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECTGEOTECHNICAL REPORT TITLED: “GEOTECH REPORT, PROPOSED BUILDING ADDITIONPROJECT, 1300 BRONSON WAY NORTH, RENTON WASHINGTON” PREPARED BY GEOTECHCONSULTANTS INC., APRIL 26, 2019.2.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHEDGRADE UNLESS NOTED OTHERWISE.3.TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISHGRADE.4.TOP ELEVATION FOR ALL VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS ASREQUIRED.5.FOR ADDITIONAL RETAINING WALL SECTION AND PROFILE INFORMATION SEESTRUCTURAL AND ARCHITECTURAL DRAWINGS.6.SLOPES PROVIDED ARE FOR REFERENCE ONLY, MATCH SPOT ELEVATIONS ANDCONTOURS.7.ENVIRONMENTAL REVIEW INFORMATION:A. AREA OF ENTIRE PROPERTY: 65,176 SFB. AREA OF WORK: 65,176 SFC. TOTAL EARTHWORK: CUT=900 CY (1,100 TONS); FILL=0D. EARTHWORK SOURCE / DESTINATION: TBDSHEET 51 of 58 42+0043+0044+0052+0053+0054+00BIO-RETENTION PLANTERMATCHLINE SEE SHEET CC-7.01 SEE SHEET CC-8.01 FOR BIORETENTIONPLANTER SHEET FLOW DRAIN OPENINGLOCATIONS AND PIPE LAYOUTSFG 42.00FG 42.50FG 41.13FG 41.10G 42.57G 42.81G 43.08G 42.655'11.07' 1.5%0.9%G 42.57G 43.00FG 43.80FG 43.90FG 43.80FG 43.15FG 42.19FG 42.24FG 41.92FG 41.48FG 41.38(LOW PT)FG 41.22FG 41.34FG 41.70FG 41.44FG 41.40FG 41.45VARIES UP TO 8.0% 3.5%0.4%1.4%GENTLE RIDGE 1.1% 0.5%3.1%1.5%2.0% 0.4%0.4% 1.5%1.5% 2.2% 1.5% VARIES UP TO 3.5%G 42.48CENTERLINE OF 1-1/2" DEEPPCC RIBBON GUTTER4.3%FG 42.46FG 42.00FG 42.00FG 42.09FG 42.12FG 42.08FG 42.11FG 41.70FG 41.72FG 41.67FG 41.70FG 41.53FG 41.33FG 41.47FG 41.6741424241 43 4241 42 434342.5041.5043.5042.5041.5041.504343.5042.5041.50TC 43.98G 43.48TC 43.45G 42.95CEMENT CONCRETE TRAFFIC CURB,6" HEIGHT PER CITY OF RENTONSTANDARD PLAN 101,SEE SHEET CB-7.01FG 42.96FG 43.0111.85'FG 41.874.3%FG 42.60FG 42.64FOR GRADING WITHIN THE PUBLICRIGHT OF WAY REFER TO SHEETSCB-2.01 THROUGH CB-2.5116.5'11.85' 1.9% 4.3% Page Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-7.11.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-7.01 FOR SITE GRADING NOTES.SHEET 52 of 58 PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELEC PSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECPSE ELECCOMCAST COMCAST COMCAST COMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST COMCAST COMCAST COMCAST COMCAST COMCAST CO M C A S TCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCASTCOMCAST52+0053+0054+00BIO-RETENTION PLANTERGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGAS SERVICE BYPURVEYOR (PSE)TELECOM CONDUIT COMPLETED ASEARLY WORK (UNDER SEPARATEPERMIT), TYPSEE SHEET CC-8.11 THROUGH CC-8.17FOR ADDITIONAL STORM AND SANITARYSEWER INFORMATION, TYPPROPERTY LINE, TYP1300 BRONSON WAY NORTH NATURALGAS SERVICE AND METER BANK (PSE),SEE ARCH FOR ADDITIONAL INFO1300 BRONSON WAY NORTHELECTRICAL SERVICE (PSE)1300 BRONSON WAY NORTHTELECOM SERVICE (COMCAST)1300 BRONSON WAY NORTHTELECOM SERVICE (CENTURYLINK)TRAFFIC-RATED 467TATELECOM VAULT(COMCAST)TRANSFORMER FOR SERVICETO 1300 BRONSON WAYNORTH (PSE)TRAFFIC RATED 5'x7'ELECTRICAL SERVICE VAULT TO1300 BRONSON WAY NORTH(PSE)TRANSFORMER FOR SERVICE TO1408 BRONSON WAY NORTH(PSE)SEE SHEET CC-8.11 FOR SLOTTEDDRAIN LAYOUT AND DETAILSPage Setup: PDF 30X42 (L)10/11/2020 11:20 AM USER: ---- PATH: /Users/hansen-lund/Desktop/Engineering_HL Engineering/Engagement_RA+L_CITC Construction Document Phase Renton/CAD/Sheets/CC-11.11.dwg Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEP.O. Box 81211Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / Project Manager1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSBRPHL240042020.10.11BUILDING PERMITA2019.09.16LAND USE PERMIT APPLICATION12020.02.0590% SITE PRICING SET22020.03.1350% CONSTRUCTIONDOCUMENTS (VE)C2020.05.04CITY OF RENTON BUILDINGPERMIT SETD2020.08.05CITY OF RENTON BUILDINGPERMIT CORRECTIONSB2020.02.24LAND USE MODIFICATION32020.06.26100% CD SET42020.08.05CITC REVISIONS52020.08.05VE REVISIONSE2020.09.08CITY OF RENTON CIVIL CONSTPERMIT CORRECTIONS10501020scalefeet1" = 10'SHEET 53 of 58 54 58 CURRENT PLANNING Clark Close 09/02/2020 55 58 CURRENT PLANNING Clark Close 09/02/2020 56 58 CURRENT PLANNING Clark Close 09/02/2020 57 58 CURRENT PLANNING Clark Close 09/02/2020 58 58 CURRENT PLANNING Clark Close 09/02/2020