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HomeMy WebLinkAboutR-355008gg ASBUILT COVER SHEET V) a RENTON GATEWAY CENTER I SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. STORMWATER DRAINAGE NOTES STORM DRAINAGE PIPE SPECIFICATIONS EL � LEGAL DESCRIPTION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS PACIFIC NORTHWEST TITLE COMPANY MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND D 1 1 1 DESIGN ENGINEER. MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS ALTA COMMITMENT SCHEDULE A. ORDER NO. 32390 LJ�1 SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE '1988 STANDARD MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT A PORTION OF: SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION' PREPARED BY LOADINGS). O (n WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE LAND REFERRED THIS COMMITMENT IS SITUATED IN THE COUNTY OF KING, STATE OF W A DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL CLASS 52 AND 16 -INCH WASHINGTON, AND DESCRIBED AS FOLLOWS: U � THE CITY OF RENTON DEPARTMENT OF PUBUC WORKS. /R � THROUGH 24 -INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA PORTIONS OF SECTION 7 AND 78, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, V ? 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED STANDARD A -21.1 (AWWA C -51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FLANGED (6 -INCH MINIMUM COVER). i� PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBUC WORKS. ANY DEVIATION BEGINNING AT A POINT ON THE INNER HARBOR LINE OF LAKE WASHINGTON AS SHOWN UPON SHEET W FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON - REINFORCED, BELL AND WITH OF THE PLAT OF LAKE WASHINGTON SHORE LANDS SURVEY 9,19 1 SAID PLAT WAS FILED RENTON DEPARTMENT OF PUBUC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. WITH THE AUDITOR OF KING COUNTY, WASHINGTON, SEPTEMBER 19, 1. A UNDER RECORDING N0. SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C -4 (CLASS IQ. 21 INCH W w a O THROUGH 36 N INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER 1552504 WHICH POINT BEARS NORTH 35' 00' WEST 92.62 FEET FROM THE ANGLE POINT IN SAID INNER HARBOR UNE DESCRIBED '862' r W 3 4. A COPY OF THESE PROVED PLANS MUSE BE ON THE JOB SITE WHENEVER GASKET' JOINTS, CONFORMING TO ASTM C -76 (2 FOOT MINIMUM COVER). a CONSTRUCTION IS IN PROGRESS. ON SAID PLAT; NZ C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24 -INCH TO 36 -INCH OF COVER SHALL THENCE SOUTH 35' 00' 00' EAST ALONG SAID INNER HARBOR UNE, 92.62 FEET TO SAID ANGLE 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4 -INCH THROUGH 18 -INCH DIAMETER PIPE, POINT; DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED WITH ASTM D3034 SDR 35 SHALL HAVE 36 -INCH MINIMUM COVER. ALL JOINTS SHALL BE `O THENCE EAST ALONG SAID INNER HARBOR UNE, 403.70 FEET; W 1 ON THE PLANS. PUSH -ON WITH RUBBER GASKES. S L C STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH \I BASIN CONNECTION) OR KOR -N -SEAL CONCRETE BOOTS. THENCE SOUTH 13' 53' 28' EAST 924.67 FEET; LL w 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING THENCE SOUTH 7B' 06' 82' WEST 50.00 FEET; 4O AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER 53' 28' EAST 318.15 FE cc W Y) m CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH THENCE SOUTH 1S E; '^ 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. THENCE SOUTH 14' 08' 28" EAST 3,239.00 FEET; V, 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO REFER TO DETAILS IN THESE PLANS FOR ANY PIPES URGER THAN 36 INCH DIAMETER. ALL THENCE SOUTH IF 12' 50' EAST 99.52 FEET; OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTNTTY UNLESS OTHERWISE APPROVED ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0 -FOOT MINIMUM THENCE SOUTH 18' 16' 25" FAST 100.01 FELT; BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. COVER). THENCE SOUTH 21' 39' 45' EASE 100.45 FEET; S. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE THENCE SOUTH 24' 31' 35' EAST 104.66 FEET; THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PUNS FOR ANY PIPES THENCE SOUTH 28' 13' 20" EAST 100.79 FEET; WATER MM. URGER THAN 36 INCHES IN DIAMETER (2.0 -FOOT MINIMUM COVER). THENCE SOUTH 31' 11' 40" EAST 100.27 FEET; 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARE FOUNDATION F. CORRUGATED POLYEMELENE MEETING THE REQUIREMENTS OF AASHTO M -294, TYPE S. MINIMUM THENCE SOUTH 34' 18' 30' EAST 100.02 FEET; n PIPE DIAMETER SHALL BE 80. MAXIMUM PIPE DIAMETER SHALL BE 36' OR THE DIAMETER FOR THENCE SOUTH 37 14' 05' EAST 100.05 FEET; AP IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS THENCE SOUTH 40' 03' 10" EAST 100.33 FEET; H FAH F-I v! NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION SHALL BE CLASSIFIED AS 'WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE ` OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING EUSTOMERIC THENCE SOUTH 42' 53' 30" EAST 100.87 FEET; a O O 0 MATERIEL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATER W. GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED THENCE SOUTH 45' 39' 20' EAST 101.62 FEET TO A POINT ON A LINE WHICH IS A PRODUCTION L 3 TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON BY THE PRODUCER DURING INSTALLATION. 'SOILTIGHT' JOINTS SHALL NOT BE PERMITTED. NORTHERLY OF THE FAST LINE OF LOT 23, BLOCK 4, RENTON REAL ESTATE CO.'S 1ST ADDITION TO c A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING SHALL BE APWA CUSS 'C," FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC Z WITH THE EXCEPTION OF PVC PIPE ALL TRENCH BACKFILL SHALL BE COMPACTED TO RENTON; PIPE FITTINGS SHALL MEET THE REQUIREMENTS SEf FORTH IN PASHTO M 294. Ey '� MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT THENCE SOUTH OP F 47' WEST ALONG SAID PRODUCED ALONG AND THE EAST LINE OF LOTS 23 E�4 W a OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND 18, BLOCK 4 OF SAID PUT, 254.62 FEET TO THE INTERSECTION OF THE NORTH LINE OF CAND UNDER PVC PIPE DSAD ADD ON; NOW LOCATED AND ESTABLISHED WITHIN THE EAST LINE OF LOT 18, BLOCK 4 OF EROSION CONTROL NOTES THENCE ALONG THE NORTH LINE OF SAID DIXIE AVENUE NORTH BB 34' 43" WEST 1,486.84 FEET _ 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES '< SHALL HAVE ASPHALT TREATMENT M1 OR BETTER INSIDE AND OUTSIDE. A PRE - CONSTRUCTION TO THE WEST LIEN OF LAKE STREET; m 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT NT Nftt OCCURS, 6 MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBUC WORKS, THENCE NORTH OU 31' 47' EAST ALONG SAID WEST LINE 10.00 FEET; N 11. STRUCTURES SHA1 NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY DESIGN ENGINEER. THENCE NORTH BB 34' 43" WEST ALONG THE NORTH LINE OF AID DIXIE AVENUE, 224.49 FEET TO �I F STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. AN ANGLE POINT IN SAID UNE; c 2. ALL UMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 12. ALL CATCH BASIN GRATES SHAT BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING THENCE NORTH 71' 29' 12' WEST ALONG SAID NORTH UNE 152.58 FEET, MORE OR LESS, TO THE a1 CONSTRUCTION. EASTERLY 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE RIGHT -OF -WAY UNE OF PRIMARY STATE HIGHWAY $5 AS NOW FIXED AND ESTABUSHED; ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT THENCE NORTHERLY ALONG SAID RIGHT -OF -WAY LINE, FOLLOW THE TANGENT AND CURVING WORKS, DESIGN ENGINEER. Sa SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION COURSES THEREOF TO AN INTERSECTION WITH A UNE WHICH IS 5 FEET SOUTH OF AND PARALLEL 4 AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL TO THE LINE BETWEEN LOTS 7 AND 8, BLOCK 18 OF THE PLAT OF BRYN MAWR. KING COUNTY. o .- j 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR WASHINGTON, PRODUCED EASTERLY, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF n < OF SOUND QUARRY ROCK PULED TO A DEPTH OF 1 FOOT AND MUST MEET THE ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND PLATS, PAGE 58, IN KING COUNTY, WASHINGTON; �7 o FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES /40 PERCENT TO 70 PERCENT ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY THENCE SOUTH BB 27' 28' EAST ALONG SAID PARALLEL LINE 89.23 FEET TO A POINT WHICH IS yh PASSING; 2 INCHES TO 4 INCHES RDCK /30 PERCENT TO 40 PERCENT PASSING; AND -2 OF THE PERMITTEE 540.00 FEET WEST, i! INCHES ROCK /10 PERCENT TO 20 PERCENT PASSING. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE MEASURED ALONG SAID PARALLEL LINE FROM THE WEST UNE OF BLACK RIVER WATERWAY AS TO MEET ANTICIPATED SITE CONDITIONS. AS AND FILED IN KING INTENDED TO BE MINIMUM S AN REQUIREMENTS SHOWN UPON SHEEP /5 PREPARED BY LIDO HESSE, COURT COMMISSIONER, 15. Al BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL A CONNECTED B THE CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE COUNTY SUPERIOR COURT CAUSE /156371; STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBUC WORKS, PERMITTER SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL g DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE THENCE NORTH 05' 16' 51' EAST 438.90 FEET TO AN INTERSECTION WITH A LINE WHICH IS 2 AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBUGATON FEET SOUTH OF AND PARALLEL TO THE UNE BETWEEN LOTS 1 AND 2, BLOCK 17 OF SAID PLAT b W f£ RENTON UPON COMPLETION. AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE OF BRYN MAWR, PRODUCED EASTERLY, SAID POINT OF INTERSECTION BEING 520.00 FEET WEST, N ° y CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MEASURED ALONG SAID PARALLEL LINE OF THE WEST LINE OF SAID WATERWAY; `< i6. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THENCE NORTH 4G 09' 47' EAST 188.55 FEE-. WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBUGATON AND /OR LLAEI THENCE NORTH 60.00 FEET; CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT THENCE NORTH 29' 00' 40" WEST 197.07 FEET TO A POINT ON A UNE WHICH IS 300.00 FELT RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, NORTH, MEASURED AT RIGHT ANGLES, THERETO, OF AND PARALLEL TO THE NORTH UNE OF MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. BOWUNG STREET (FORMERLY EMERSON AVENUE) PRODUCED EASTERLY; 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED THENCE SOUTH BB 27' 28' EAST ALONG SAID PARALLEL UNE, 355.OD FEET TO THE POINT OF SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE BEGINNING. THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. ALSO THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROTRACT IN CONNECTION WITHIN THE PERFORMANCE OF WORK COVERED BY THE 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTRACT. ANY WORK WITHIN THE RE TRAVELED AN RIGHT -OF -WAY THAT MAY INTERRUPT IS ANTICIPATES FOR A PERIOD OF HI GAYS S MORE, ALL DISTURBED AREAS MUST BE BEGINNING ON INNER HARBOR LINE OF RE WASHINGTON IN AN ANGER POINT DESIGNATED RECORDED a IMMEDIATELY TIROL TREATMENT WITH MULCHING, GRASS PLANTING OR OTHER APPROVED ON PAGE 26 OF LIKE WASHINGTON SHORE LANDS, ACCORDING TO THE PUT RUNTY, WASHINGTON; GD B Y NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED F PUBLIC CONTROL PUN E THE EROSION CONTROL TREATMENT APPLICABLE D THE TIME OF YEAR IN QUESTION. GRASS SEPTEMBER 19, 1921 UNDER RECORDING N0. 1552504, RECORDS OF KING COUNTY, WASHINGTON; TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS tl SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OF THE WSDOT STANDARD SPECIFICATIONS 1- 07.23, TRAFFIC CONTROL, SHALL APPLY. SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER T IS IN THE THENCE NORTH 35' 00' 00" WEST ALONG SAID INNER HARBOR LINE, 92.62 FEET TO THE TRUE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR POINT OF BEGINNING; M m m m Of 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME THENCE NORTH 35' 00' 00' WEST ALONG SAID INNER HARBOR LINE, 49.79 FEET TO A POINT 40.00 Y Y Y Y a THE AQUIFER PROTECTION AREA PERIOD. FEET NORTHERLY MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF A TRACT OF LAND O O o o ¢ DEEDED TO DEFENSE PLANT CORPORATION BY DEED RECORDED UNDER RECORDING NO. 3321579, o - RECORDS OF KING COUNTY, WASHINGTON; L+N THENCE NORTH 89 27' 28' WEST, PARALLEL WITH SAID NORTHERLY LINE OF STUD DEEDED TRACT ?' WITH WESTERLY LINE OF EXISTING INTERCEPTOR DITCH BEARS SOUTH 01' 32' 32" WEST; THENCE SOUTH 01' 32' 32' WEST 40.00 FEET TO SAID INTERSECTION; Q Q a a }m 0 THENCTHE S TRUE HPOINi27' REGINA NC. ET ALONG NORTHERLY LINE OF SAID DEEDED TRACT 264.17 FE U U U U ALSO BLOCKS A AND B. THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS SHOWN ON THE OFFICIAL MAR THEREOF ON FILE IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS AT OLYMPIA WASHINGTON. w EXCEPT THAT PORTION FOR LANE HANGAR CONDOMINIUMS RECORDED IN VOLUME 156, PAGES 34 THROUGH 36. U w a w U z to CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE R=355008 Z WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND a � � REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONCONSTRUCTION M! ACTIVITY, PURSUANT TO WAG 332 -120. APPLICATIONS MUST BE COMPLETED BY A y REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS p ti a' p Q` MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL U Mj, p U RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (205) 902 -1190. UQ i U WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES LmL ny CONF= NOTE �N 01 N PUBLIC LAND SURVEY OFFICE CALUM: 2 w 1111 WASHINGTON STREET S.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CHECKED C ST�� 'E R Q. CL � a_ P.O. BOX 47060 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE MR APPROVAL 1 VAL TO CiiY STANDARDS 2 S o o OLYMPIA WASHINGTON 98504 -7060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FOR ANAL V) y N N THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOUNG BY -o UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 90 ¢ ¢ DESTROYED SHALL BE REPLACED BY A REGISTERED [AND SURVEYOR, AT THE COST AND VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE Date^ .. BY AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION: /Od APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGRAUSEN Date fl RESPONSIBIUITY OF THE CONTRACTOR. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH BY c CONSTRUCTION. Date r r r r r r r r r r r rWE rr r r r rWASHI GTCF r r r r r r r r r Kc r r r r r SITE SH P._,55DCl - Cl 07 C2 ),D C3 ,r C4 7- 355 /s3$5° C5 k35 5 C7 C8 CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING UMTS AS SHOWN ON SHEET C3 3. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW /EX. CATCH BASINS AS SHOWN. 4. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. 5. INSTALL UTILITIES PER APPROVED PLANS. 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION. 7. CLEAN NEW STORM DRAINAGE SYSTEM. B. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. N VICINITY MAP a EET INDEX ASBUILT COVER SHEET SITE PLAN TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN ASBUILT GRADING AND DRAINAGE PLAN ASBUILT WATER AND SEWER PLAN NOTES AND DETALS ASBUILT STORM/TESC NOTES DETAILS ASBUILT STORM DETAILS DATUM NOVO 29 FEMA FLOOD HAZARD DATA NEAREST 100 YR FLOOD ELEVATION = 19.03 (FIRM MAP NO. 53033CD977 MAY 16, 1995) PROPOSED BUILDING FINISH FLOOR ELEVATION = 21.2 THE SITE IS NOT LOCATED WITHIN THE FEMA 100 YEAR FLOOD PLAIN LEGEND: EXISTING PROPOSED ® T.S. HANDHOLE Y H STREET LIGHT PROPOSED STORM DRAINAGE UNE m M WATER VALVE X SPOT ELEVATION HYDRANT SIGN MAILBOX 03 WATER METER PROPOSED CATCH BASIN O Q MANHOLES (SS /SD) CX= ROCKERY ❑ CB 2� CONIFER TREE PROPOSED SPOT ELEVATIONS O POWER /UTILITY POLE E - GUY ANCHOR ❑0 POWER TRANSFORMER DECID. TREE © TQ POWER /TELEPHONE VAULT B FOUND CASED MONUMENT ❑ TELEPHONE/TV RISER SET 5/8" IRON REBAR W/ BLUE PLASTIC PROPOSED ASPHALT D4 GAS VALVE CAP STAMPED 'P -A -C -E PLS 33127' UNLESS OTHERWISE STATED. CENTER LINES PROPERTY LINES RIGHT -OF -WAY LINES PROPOSED CONCRETE Ve. SUBDIVISION LINES -W- WATER LINE SS- SANITARY SEWER LINE SD STORM DRAIN LINE G - GAS LINE -UGP UNDERGROUND POWER LINES UGT UNDERGROUND TELEPHONE LINES -0- CHAIN LINK FENCE x WIRE FENCE - o WOOD FENCE DEVELOPER: PROFLIGHT AVIATION, INC. 243 W. PERIMETER ROAD RENTON, WA 98055 (425) 228 -9510 CONTACT: BERNIE OR DIANE PAHOLKE ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI l\ C3: R-3S5-00a mP�C,,HAl���2 O O Z 2 y� G`TAHG ENG %%% Qg. CITY OF RENTON E7EPARTMENT OF PUBLIC WORKS ASBUILT COYER SHEET DATE X w 0 a a U 4 z fl ti N a W 0 E 0 rn 3 0 D 0 i N i i e n N °o N a ti N T Z m 0 w m