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HomeMy WebLinkAboutR-419503Ln _O O W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RAN/GE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE 3' CHN LNK FNC I 1`� s ', z oL MPIc PIPE LINE" SANITARY SEWER MANHOLE RIM=416.4E / O NO'19'43"W 1.82' IE=409.28, 8"PVC N I£ _ / - N �W U) "E "PS8'4'37 _ ~W O O O OS884826E 359.25I I S' VC S A\6� 5 N?SK IN CASE HN LNK pCONC STNE9TH PLJGRASS RI 6pC4CLNK FNC ox6O.fif O O LAD-ExT�O U1 /7 WITH XDOWN -• SS SS SS SS 006' EAST OF CALCULATED CENTERLINE ROADWAY 0�0 SS $SASPHALT (D / (0210612020) 0S 6 x 161 CP-2 HORIZONTAL CONTROL -'• z' SANITARY SEWER MANHOLE ib�ILL _ = i o A /_ , _, I RIM =422. 5 Cf)� CI z SREETSI COORDINATE BASE POINT No. 2 I ° o 1E=414.0 8"PVC E 0 6'WOO \Ir I�z / / �� "\ _ \ IE=414.1,E"PVCS 4 X j ~ 33"CEDAR RP=12 FOUND MONUMENT N i 1 STORM CATCH BASIN z 1/7 Z. / m \ I IE=414.06, 8-PVC NW _ II Q I ..;�, 0 �i /Lm m V ry \ FLOW EAST TYPE II 416.�43 STORM CATCH BASIN N 184446.815.E 1311371.952 z z / o / z �i o� z ro\ RIM=41Z65 I IE 412.3E 12"CPP E ww ,,�� I. LADDER SOUTHWEST I I RIM=416.11 / m / / 375. I .JIL. IE-413.51, 8"GONG E z O \ 5 j ;� 1�J�o I z 1-�07� z \ `7j� o I _ CONV�.?q'ET. WALL P= IE=413.54, 8"CONC W o i ; \ �.' [,.'�'i/„ i�iriii i a•.. V'`` o \ %-i \ IE=412.72, 6"P PSWF 0 9 / / 0 TRAFFIC EED CAMERA I / / / \ W LADDERSOUTH 12 PP W \ 41 . i �i, �' 1��J� /� ° \ \ \ 6' WOOD FENCE , r ' i � o / / fSTORM CATCH BASIN L� / / \ \ N N RIM=416.30 RP z IE=412.59, 12"CPP N � v7',/, N /A,-i \ \ STORM CATCH BASIN 6h /' „ „ , i , z z z / / oIP z IE=412.55, 12"CPP W RIM=416.27/ o STORM MANHOLE / / \ IE=413.46, 6'CONC SE \ IE=411.26, 12 PVCN z IE=411.06, 12"PVC NE < • �.., �'ii ���i'� „ „i�„// ' , / / / / / tea. �ci \ l =6 z IE=411.23 12"PVCS U .•O• 'ii/ / �i �'"�� '� i„i'' i� / z IE=412.93, 6"GONG NW jI \} LADDER EAST ALTERNATE PICNIC SHELTER (NOTE: FOR A COMPLETE DESCRIPTION OF THE ALTERNATE SEE PROJECT SPECIFICATIONS) HORIZONTAL CONTROL BASELINE = N 00024'50" W - 755.3847 / / / / V / 'i//'j / /,'/ ,// / ,,,/, ,/ „ /,,/ / / „ / ' /' ..,// / / / .•� ��, ,/ // spy (n I � 6P-10 1226 -- "CHN LNK FNC 1' ` z 6" OHVJIC FNCy-' I % ,./.� .� ♦ / ♦ / \ \ \/ / / \ ..� -O / \ C0<0 ITARY SEWER MANHOLE N88'4 6"W6196" CHN LNK FNC RIM=412.00 Q IE=406.36, 8"CONC S .LADDER NORTHEAST NW I. ROCKERY �7" TL 0923059115 TL 0923059235 M Q a N Q 7^ TL 08898000� (n RIC P-7 "BUS STOP" \\\\ \ \\\\ \\\\\♦ \ iti "20 MPH" \\\\\ \\ \\\ \\\\ \ \ SCHOOL ZONE // / 4145 / AND CAMERA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8"RP-9 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ SANITARY SEWER MANHOLE "' CONSTRUCTION DRAWING 20 CAUTION REFLECTOR 0' 30' IE=405.5$ 8"PVC N (TYP.) FLOW SOUTHWEST SW SCALE GRID REFERENCE o?�; • EL°WSDUTHWEST \ \ \ \ \ \ \ \ \ \ \ \ \ > > STORM CATCH BASIN 1 Q Cam' LADDER EAST STORM CATCH BASIN LIMITS AND ID NUMBER. RIM=411.0E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � RIM=41L04 S IE=409.43, 6"GONG SE IE=408.77, 6"GONG SE ul 4 .90I II 4112 IE=408.35, 8"GONGS IE=408.64, 8 CONC N \\\\\ \ \ \ \\ \\\ \\ EEW STORM CATCH BASIN RIM=411.03 S IE=409.21, 6 PVC NW IE=408.92, 8"DINE I \ \ \ \ \ \ \ \ \ \ \ \ \ \ SANITARY SEWER MANHOLE ----I RECOMMENDED CONSTRUCTION SEQUENCE • IEIM404.8738"CONC N U4 RIM-4AR58 EWER MANHOLE IE=404.87, 8"CONC E IE=405.52, 8"CONC, N (n I \ \ \ \ \ \ \ \ \ \ \ \ \ IE=404.86, 8"CONC S Ul IE=405.35, 8"PVC, NE 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. \ \ \ ♦ \ \ \ \ \ \ \ \ ♦ IIE=404.93, 8"GONG W IE=405.23, 6"GONG, E \ \ \ \ \ \ \ \ \ \ I \ \ FLOW SOUTH TH IE=405.23, 8"GONG, S �/ �/ \ \'1 / \ �/\ LADDER SOUTHEAST IE=405.48, 6"CONC, NW 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. as °S FLOW SOUTH - P- LADDER EAST STORM MANHOLE \ \ \ \ \ \ \ \ \ \ \ \ \ m RIM=411.47 FOUND 1.75" BRASS DISK IN CASE \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ ♦ I� STORM CATCH BASIN WITH 'PUNCH', DOWN 0.4f 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE IE=40762, 12"CONCN 02062020 RIM=410.6 IE=40Z47, 12"GONGS '' D ) IE=407.8 8"GONG N -'RD AS C.O.R. CONTROL PT. #184F \ \ \ 04 \ \ \ \ \ \ \ \ Z IE=4076 8"GONG W APPROVED PLANS AND/OR PERMIT CONDITIONS. CP-1 HORIZONTAL CONTROL 4. CONTACT CITY INSPECTOR (AND OWNER'S REPRESENTATIVE) TO INSPECT AND COORDINATE BASE POINT No. 1 SIGN -OFF ON CLEARING LIMITS PRIOR TO ANY CLEARING. I m FOUND MONUMENT 1848 N 183691.450 : E 1311377.410 5. INSTALL INITIAL EROSION CONTROL PRACTICES; GRADE AND INSTALL NE p W L CONSTRUCTION ENTRANCE(S), INSTALL PERIMETER PROTECTION (SILT FENCE, T=7 ZTL=145.0 _-� ASPHALT NE 7 R=39 .09 4=20'4 00" \ 0 BP GAS PIPELINES* (BURIED), RUNNING NORTH THROUGH THE WEST SIDE OF THE SITE CITY LIGHT TRANSMISSION LINES* (OVERHEAD), RUNNING NORTH THROUGH THE WEST SIDE OF THE SITE *CONTRACTOR TO COORDINATE WITH BP PIPELINES AND CITY LIGHT PRIOR TO BEGINNING ANY CONSTRUCTION -SEE BP GENERAL SAFETY REQUIREMENTS NOTES ON THIS SHEET. STRAW WATTLES, BRUSH BARRIER, ETC.), CONSTRUCT SEDIMENT PONDS AND TRAPS (IF REQUIRED). 6. CONTACT CITY INSPECTOR FOR INSPECTION OF INITIAL EROSION CONTROL PRACTICES PRIOR TO COMMENCEMENT OF GRADING ACTIVITY. 7. CLEAR, GRADE, AND FILL SITE AS OUTLINED IN THE CONTRACT PLANS AND SPECS WHILE IMPLEMENTING, MAINTAINING, AND ADJUSTING AS REQUIRED THE TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES AT THE SAME TIME. 8. INSTALL PROPOSED UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS. 9. INSTALL PERMANENT EROSION PROTECTION (IMPERVIOUS SURFACE, LANDSCAPING, ETC.). 10. CONTACT CITY INSPECTOR FOR APPROVAL OF PERMANENT EROSION PROTECTION AND SITE GRADES. 11. REMOVE TEMPORARY EROSION CONTROL METHODS AS PERMITTED BY THE CITY INSPECTOR AND REPAIR PERMANENT EROSION PROTECTION AS NECESSARY. 12. MONITOR, MAINTAIN, AND RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. CLEAN STORM WATER CONVEYANCE SYSTEM (ON -SITE AND DOWNSTREAM) OF ALL SEDIMENT AND DEBRIS TO THE SATISFACTION OF THE CITY OF RENTON. ENSURE OPERATION OF THE SYSTEM. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED AS APPROPRIATE. 0 20 40 80 GRAPHIC SCALE GENERAL PERMIT INFORMATION 1. NPDES PERMIT NUMBER 2. THE ENGINEER OF RECORD SHALL PROVIDE AN ENGINEER'S CERTIFICATION TO THE CITY OF RENTON AFTER FACILITY INSTALLATION AND PRIOR TO PERMIT FINAL INSPECTION AND/OR CLOSEOUT. 3. THE APPLICANT SHALL SUBMIT RECORD DRAWINGS ('AS-BUILTS') TO THE CITY OF RENTON WHEN THE PROJECT IS COMPLETED. 4. ANY CHANGES OR REVISIONS TO THE ORIGINALLY APPROVED PERMIT SUBMITTAL SHALL BE SUBMITTED TO THE CITY OF RENTON PRIOR TO CONSTRUCTION. 5. STORM CONNECTION PERMIT REQUIRED. CONTACT PLANNING AND DEVELOPMENT SERVICES AT 425.430.7294 FOR ADDITIONAL PERMITTING INFORMATION. 6. A SIDE SEWER CONNECTION PERMIT IS REQUIRED. CONTACT PLANNING AND DEVELOPMENT SERVICES AT 425.430.7294 FOR ADDITIONAL PERMITTING INFORMATION. 7. PROVIDE THE CONTACT INFORMATION FOR THE CONTRACTOR'S CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE) AT THE PRE -CONSTRUCTION MEETING (SEE NOTES ON SHEET D2.1). UTILITY NOTE 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY, RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE SHEET D2.1 FOR CITY OF RENTON GENERAL NOTES, EROSION AND SEDIMENT CONTROL NOTES, RECOMMENDED CONSTRUCTION SEQUENCE NOTES, AND EROSION CONTROL SEEDING MIX NOTES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BRUCE DEES & ASSOCIATES ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BRUCE DEES & ASSOCIATES CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISgONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND BRUCE DEES & ASSOCIATES ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITIES/SERVICES WATER CITY OF RENTON 425 430-7210 SANITARY SEWER CITY OF RENTON 425 430-7212 STORM SEWER CITY OF RENTON 425 430-7248 POWER PUGET SOUND ENERGY 888 321-7779 GAS PUGET SOUND ENERGY 888 321-7779 TRANSMISSION LINES SEATTLE CITY LIGHT 206 684-3325 STRIPPING 1. STRIP ALL TOPSOIL UNDER ALL PROPOSED IMPROVEMENTS. STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. 2. NOTE: AREAS AT PROPOSED LANDSCAPE BERMS MAY BE TILLED AND NOT STRIPPED. LANDSCAPE BERMS 1. STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. PLACE MATERIAL IN TWELVE (12) INCH LIFTS AND COMPACT WITH A TRACKED PIECE OF EQUIPMENT. 2. USE SUITABLE ON SITE MATERIAL, AS REQUIRED, TO ACHIEVE A UNIFORM SUBGRADE PRIOR TO PLACING TOPSOIL. 3. OBTAIN APPROVAL OF THE FINISH SUBGRADE PRIOR TO CONSTRUCTING IRRIGATION OR PLACING ANY TOPSOIL. 4. COMPLETE IRRIGATION TRENCHING AND LINES AND RE-ESTABLISH THE SUBGRADE. 5. OBTAIN APPROVAL OF RE-ESTABLISHED SUBGRADE PRIOR TO PLACING TOPSOIL. 6. PLACE APPROVED TOPSOIL TO THE SPECIFIED COMPACTED DEPTH AND FINISH GRADE. 7. OBTAIN APPROVAL OF FINISH GRADE PRIOR TO SEEDING/SODDING/PLANTING. 8. ALLOW FOR MINOR ADJUSTMENTS IN THE FINAL FINISH GRADE AS DIRECTED. EXCESS AND UNSUITABLE SOIL EXCESS STRIPPINGS AND OTHER UNSUITABLE SOIL SHALL BE REMOVED FROM THE SITE. PLAN SCALE NOTE PLANS ARE DRAWN AT TWO DIFFERENT SCALES: 40 SCALE DRAWINGS COMPRISE OVERALL 'SITE' PLANS. 20 SCALE DRAWINGS COMPRISE GRID PLANS, GRIDS '1' THRU '3'. HORIZONTAL CONTROL HORIZONTAL CONTROL IS FROM CALCULATED COORDINATES BASED ON THE TWO HORIZONTAL CONTROL COORDINATE BASE POINTS (CP-1 AND CP-2) SHOWN, WITH THE HORIZONTAL CONTROL BASELINE AS NOTED. PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT CENTERLINE OF FENCE AND/OR FACE OF CURB UNLESS OTHERWISE NOTED. ALTERNATES: SEE BID FORM AND SECTION OF THE PROJECT SPECIFICATIONS FOR A COMPLETE DESCRIPTION OF PROJECT ALTERNATES. BP GENERAL SAFETY REQUIREMENTS THE CONTRACTOR IS REQUIRED TO FIRST CALL 811, THE NATIONAL "ONE -CALL" NUMBER, AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND/OR EXCAVATION ACTIVITIES ARE INITIATED WITHIN THE PIPELINE RIGHT-OF-WAY. A REQUESTOR MAY MAKE A NOTIFICATION ONLINE AT http://call811.com/811-your-state . BP MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE AS A RESULT OF THE WORK. THERE IS NO COST TO USE THE ONE -CALL NOTIFICATION SERVICE. HOWEVER, FAILURE TO UTILIZE THE ONE -CALL SERVICE IS A VIOLATION OF REGULATORY REQUIREMENTS AND MAY BE SUBJECT TO THE OFFENDER TO POTENTIAL CIVIL PENALTIES* AND DAMAGES FOR PERSONAL INJURY AND/OR DESTRUCTION OF PROPERTY. *REFER TO WASHINGTON STATE RCW 19.122.030 TO HAVE THE PIPELINE PHYSICALLY LOCATED AND ITS DEPTH VERIFIED, PLEASE CONTACT A BP RIGHT OF WAY AGENT AT BPPipelinesROW@bp.com. BP REQUIRES ITS REPRESENTATIVE TO BE ON SITE WHEN ANY WORK IS BEING PERFORMED WITHIN 25 FEET OF THE PIPELINE(S) OR WHEN THE REACH OF MECHANICAL EQUIPMENT IS CAPABLE OF EXTENDING WITHIN TWENTY FIVE FEET OF THE PIPELINE(S). BP REQUIRES FORTY-EIGHT (48) HOURS' (2 WORKING DAYS) PRIOR OF ANY WORK. NOTICE TO BP DOES NOT RELIEVE ANY REQUESTOR OF ITS OBLIGATION TO CONTACT THE APPROPRIATE STATE ONE -CALL SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL NECESSARY SAFETY PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO PROPERTY OR FOR PERSONAL INJURY CAUSED BY THE WORK. BP REPRESENTATIVE: Chase Wakefield (425) 981-2575 chose.wakefield@bp.com r ^ C C E v J OJm mg wy N O6 2 N (0 m L � �o m Ua 3 c U N L) �o 0 Q � � o w�^ mz �a� U 1p V J N C �N Na J (/) N3 m Sri � � Sri o Of (f) o LLJ Z Y LL1 0 U Q N co N 0 �o o°w z y= z I w IMU wo (nJ U� �s � m m m Q N N W Q00 o 0 w V) z v7 0 a Z N W O z V) LLI > o w W m p J O W cn r2 LU H cd 0 O a a •,.., P4 O !"1 U G03 R-419503 Sheet 3 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-G0.1-G0.3.DWG // Plotted: 4.13.22-18:37 By"(sjensen) BID #: