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HomeMy WebLinkAboutzR-3550Setgg 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 _w- -- _ —w—' ER A�NUE NORT►'� SITE PLAN RENTON GATEWAY CENTER SW 114 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. SITE DATA PROJECT ADDRESS 750 WEST PERIMETER ROAD PROJECT LOCATION: RENTON MUNICIPAL AIRPORT BUILDING AREA: ±30,900 SF PRIMARY CONSTRUCTION TYPE: PRE - MANUFACTURED METAL PROPOSED PARKING 23 STALLS C- COMPACT PARKING STALL �u ac 3 a _ RpINI _ _ _ _ _ _ — w W -- w- -_ w -- 11 � _ _ _--- — — -- �_ _ _F°--- �r/^� 11 EXISTING _FO--- _FO - -- z W O VJ -' u, ENTRANCE AND _FO - -- O Z �� GATE TO BE __ -FO - -- 3 W _ -_w _ RELOCATED _FO--- _FO ---_Fo o W — — — — — - FO �— AIRPORT PROPERTY LINE _F° - - - -F ° R 1 / -FO -- I / -FO - -- fo I - FO --__ -FO _ _ —_ _E- N o - - -_FO - v0 -- - _______.__- _.___- ___- __.___.__.____._.. - ENT RANCE -i= I N* __ FO - -- —1 — T IRP- PROPERN _F °--- -Fo - -- a o R ROAD - ---- - - - - -_ _Fo - -- _ ----------------- -- IXF °ST PER A (METE Q T - - -- �, OI„ ___ -S _ - _ _ - _ -- w a _ _ 4� - REMOVED .. __ `. r (D TTO B BE AND EXTENDED TO T II g d __FO -- I _ ROAp - _ SITE FROM THE NORTH `° ST PERIMETER _ - - - w '_FO 30. - II "IC i F..D.P.. __ x„ % -- oro P(on emw - � �P(oN, � EX GAT O 8 ABA.N I w -- -- O `o i _ o -- -FO'- EX. OESTROOM Yet- - -- N - -- % �� - -ion) - x HAND P(0 E TO BE RELOCATED ziEy 3 7 o yam_.__ ----�. _ .. _ _ -. .- -- .v ont, I CANOPY w -__ _O / _.FO 9p822F - ° REMAIN _ -x1- _w - GATEKEY PAD z '- __FO' N70 - ._� " 1 ° - �x o -PIPtl, v _ - - _4S-- \x 1 _ _ - - - W j I __FO rn P(OH p a w _ \\ B w — — _ U - -- -- - g __`1 a - - OJLAGWER R I! CATION _.y' — -w w POWER O RMH III V -- I. SS u. I n a = I �+- emw mro 1 n) _ i —t �• I NEW A8f3il�L'TPA — - GER��T� :1 SERVICE W 1 �� I DUMP SIER[ ECYCLING AREA \ 5 IX BUILDING APPROXIMATE _ ==rr `d- -a-- -tom' T+�.. 1 -� 1 _ - - jS o o x i'OB P( 0_ 1. 1 0 a I DIM�If$.r ABL`-i26 I I 1 - ISER K M p ,NEW ILGA E- 4 CV,_ 585'23'03" - r- __w- 1 -a-_._ _ I - 1 -A&ND ED BY I o p ° GATE r - PAb w _ _ _�' y 1 ,I POWER _ I( w - - -- c _ I 2141' 1 I AIRPORT np 4 1 FI t 1. III - -�._ 1 I -/ pp I �+ FNmly i , II - METER t� o HANMT I o. w HAN�i °A° ---a BIKE RAC w w- __ w - -__ - -e _ _ c__ ___�_- :.__ o APIROX. - - -" II HA,F 11 POWER X� £' 1 r100�7 - - -Ib ° . °C (NI Q ° II W SOP. COW C. N/AL w___ >w -I w -Ell _.w r_` -__ a E_ -_ ____F ___E U C / _ '1 METER °d 11 zz°'I(NP1f0 jl FF' 4.� ° w 1_6 nw - -_ -ia AN �8 0 ° I N ZInI I I LGChT- III p p ) 11 -_° _I -E o ( •I (Txdt) oI 1 o 4 I 1 II o1 II J p II Iw Ip__ A W E --"1 ° 60' w o n oYn IL JI�L p a ___wl W- __ - �'+- °= rr "dCLC4- _ -I 60 °� .o.• _ °. p EXISTING WATER I I _J - d. F�yY__c / %.. °� ° LINE HAS BEEN I I _ -as -- 1 -so nv w _ ___�" N p I. °480 ° ABANDONED AND IS __-us - - ___SO -- w___ w- d - E_ _ 60' p ,o ° p v. NO LONGER IN USE 0q - s4T _ �_ __ w- ____'- - - -d - _ � rw - =� " "" � I � 60, ,v .o � - /. ° � n � p i �9 I ��a wBLh -wO�d E d _W__E_w -- UTr -60' I •e °•. •° • °/ y °a �\c_,� ° °.. EXISTING. ELECTRICAL MR, - N _ .... .: . •. °.., ° �m � ° ° LINES TO BE _ I �� I [C_ w ---0" •°• I IX.WATER LINES' °.°" o _° o °' _ I �_ - •p o ° / o - p 4 ABANDONED BY 11 I° o - PROPOSED o r _ 1 Q •o ABANDROtNED BY { . p ATER AND ° -. NEW ASPHALT AIRPORT - -1 P A� ELECTRI L K € 8 U W - o n I ° !� ° I I I1 ° w m I I T -4 I I I I I I T -3� I � � I � I � I I I I ° . _ m, I o. il ' • . c p o 1'1 . ° 1 . ° ', - ° p - b j °. ° ° LINES ES TO OVERLAY _ - TO 10` WIDE GE BE ABANDONED SMOOTH GRADE X LI° GHT POLES ' ° 4 -wIi�=-�° �� I +° .L • ' . . 2 -STORY FBO LNE TO BE DOOR (UTILITY DY EONTRACTOR TRANSfiON AND BASES TD' ro BUILDING SLEOED 4TO COORDINATE WITH ° BENREMOVED FECE e o E 8 AV�BF L TO DINER THVUGH AIRPORT) 4 N o (FOUR LOCATIONS) � ° �l0 REM@) ° SUBSTATION ° N, a 4 p 2,100 SF ° BUILDING p n TRO AND ° ° 4 p p p. ° �T ? IT -1 RENp ° ° ° BOEING %AIRPORP a 4 ° 4 n o _ _ _ _ _ _ _ � °-W� & o NTRACTOR TO VERIFY L J (3 °o O7L STORM IS ACTIVE). IF L .i I I IN MSE, LINE' v _ N Y 0 Y Y a o 0 v i .° p TO BE SLEEVED. - - p - p p- - --- e. ° 4 O o o a o o F THROUGH NEW BUILDINO`I - / p - -° ° ¢ Osc 6 „GI o ° - LINE TA BE ABANDONNED. - I, ° i . - - . p ° ° ° ° o p p ° o ° N IT 4 4 m EX. to 4 r; / p 4 ° - -- _ - FENCE o 1 - 4 du // - . _n 4 ----------------------- w REMAIN p .4 { p 4 _ p 1 --- - -- _ 504'48'53 °E --; - PNOFifIEiT - - 530.60• p — / — — — — — — Q — — — — o Z / RIDGE LINE - o C9 TYPE 2 -48” w O _ - �� / - - -- o °z R=35SH9 _ — CITY OF RENTON 0 _ DEVELOPER: U - m LL Z - - - - / o K• DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION. INC. . EIA4 243 W. PERIMETER ROAD 14,4% OE WASH RENTON, WA 98055 SITE PLAN �i irii 2 w i CHECKED FOR COMPLIANCE OP�`'• / (425) 228 -9510 IL a w a _ / •r o CONTACT: BERNIE OR DIANE PAHOLKE Q% Z 8 p N N d FOR APPROVAL TO CITY STANDARDS y ENGINEER o e y RENTON GATEWAY CENTER / BY 9 72 BARGHAUSEN CONSULTING ENGINEERS CI ti rc w / Date �'` /STEAF�Q4� 18215 72ND AVENUE SOUTH °I. ? oEaatm CP PATE 6/24/09 R.E NO. BY KENT, WA 98032 s+ y, DRAWN CP yl FIRE Date /CNAL EN (425)251 -6222 G�TV ��0 CHECKED DKB SCALE 1 ° =30 FEiD Z / MAIN i (425)251 -8782 FAX NG ENGtNP- c Date 6/07A2gn CONTACT: DAN BALMELU APPROVED DREG W wSUC sari 9H4T C2 dF 8 All : q--2,s So O cf I I I I X N W O a a x a 0 u 0 -I a m 0 N n E 0 3 a 0 I H I N i i N 0 O N L00 IN T ru V4 ii 11 F- p ffi � J a e u' w0 (/1 N - I D- C D— � 0 0 15 30 60 Oz w �O UIt 8 Z 3 z _w- -- _ —w—' ER A�NUE NORT►'� SITE PLAN RENTON GATEWAY CENTER SW 114 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. SITE DATA PROJECT ADDRESS 750 WEST PERIMETER ROAD PROJECT LOCATION: RENTON MUNICIPAL AIRPORT BUILDING AREA: ±30,900 SF PRIMARY CONSTRUCTION TYPE: PRE - MANUFACTURED METAL PROPOSED PARKING 23 STALLS C- COMPACT PARKING STALL �u ac 3 a _ RpINI _ _ _ _ _ _ — w W -- w- -_ w -- 11 � _ _ _--- — — -- �_ _ _F°--- �r/^� 11 EXISTING _FO--- _FO - -- z W O VJ -' u, ENTRANCE AND _FO - -- O Z �� GATE TO BE __ -FO - -- 3 W _ -_w _ RELOCATED _FO--- _FO ---_Fo o W — — — — — - FO �— AIRPORT PROPERTY LINE _F° - - - -F ° R 1 / -FO -- I / -FO - -- fo I - FO --__ -FO _ _ —_ _E- N o - - -_FO - v0 -- - _______.__- _.___- ___- __.___.__.____._.. - ENT RANCE -i= I N* __ FO - -- —1 — T IRP- PROPERN _F °--- -Fo - -- a o R ROAD - ---- - - - - -_ _Fo - -- _ ----------------- -- IXF °ST PER A (METE Q T - - -- �, OI„ ___ -S _ - _ _ - _ -- w a _ _ 4� - REMOVED .. __ `. r (D TTO B BE AND EXTENDED TO T II g d __FO -- I _ ROAp - _ SITE FROM THE NORTH `° ST PERIMETER _ - - - w '_FO 30. - II "IC i F..D.P.. __ x„ % -- oro P(on emw - � �P(oN, � EX GAT O 8 ABA.N I w -- -- O `o i _ o -- -FO'- EX. OESTROOM Yet- - -- N - -- % �� - -ion) - x HAND P(0 E TO BE RELOCATED ziEy 3 7 o yam_.__ ----�. _ .. _ _ -. .- -- .v ont, I CANOPY w -__ _O / _.FO 9p822F - ° REMAIN _ -x1- _w - GATEKEY PAD z '- __FO' N70 - ._� " 1 ° - �x o -PIPtl, v _ - - _4S-- \x 1 _ _ - - - W j I __FO rn P(OH p a w _ \\ B w — — _ U - -- -- - g __`1 a - - OJLAGWER R I! CATION _.y' — -w w POWER O RMH III V -- I. SS u. I n a = I �+- emw mro 1 n) _ i —t �• I NEW A8f3il�L'TPA — - GER��T� :1 SERVICE W 1 �� I DUMP SIER[ ECYCLING AREA \ 5 IX BUILDING APPROXIMATE _ ==rr `d- -a-- -tom' T+�.. 1 -� 1 _ - - jS o o x i'OB P( 0_ 1. 1 0 a I DIM�If$.r ABL`-i26 I I 1 - ISER K M p ,NEW ILGA E- 4 CV,_ 585'23'03" - r- __w- 1 -a-_._ _ I - 1 -A&ND ED BY I o p ° GATE r - PAb w _ _ _�' y 1 ,I POWER _ I( w - - -- c _ I 2141' 1 I AIRPORT np 4 1 FI t 1. III - -�._ 1 I -/ pp I �+ FNmly i , II - METER t� o HANMT I o. w HAN�i °A° ---a BIKE RAC w w- __ w - -__ - -e _ _ c__ ___�_- :.__ o APIROX. - - -" II HA,F 11 POWER X� £' 1 r100�7 - - -Ib ° . °C (NI Q ° II W SOP. COW C. N/AL w___ >w -I w -Ell _.w r_` -__ a E_ -_ ____F ___E U C / _ '1 METER °d 11 zz°'I(NP1f0 jl FF' 4.� ° w 1_6 nw - -_ -ia AN �8 0 ° I N ZInI I I LGChT- III p p ) 11 -_° _I -E o ( •I (Txdt) oI 1 o 4 I 1 II o1 II J p II Iw Ip__ A W E --"1 ° 60' w o n oYn IL JI�L p a ___wl W- __ - �'+- °= rr "dCLC4- _ -I 60 °� .o.• _ °. p EXISTING WATER I I _J - d. F�yY__c / %.. °� ° LINE HAS BEEN I I _ -as -- 1 -so nv w _ ___�" N p I. °480 ° ABANDONED AND IS __-us - - ___SO -- w___ w- d - E_ _ 60' p ,o ° p v. NO LONGER IN USE 0q - s4T _ �_ __ w- ____'- - - -d - _ � rw - =� " "" � I � 60, ,v .o � - /. ° � n � p i �9 I ��a wBLh -wO�d E d _W__E_w -- UTr -60' I •e °•. •° • °/ y °a �\c_,� ° °.. EXISTING. ELECTRICAL MR, - N _ .... .: . •. °.., ° �m � ° ° LINES TO BE _ I �� I [C_ w ---0" •°• I IX.WATER LINES' °.°" o _° o °' _ I �_ - •p o ° / o - p 4 ABANDONED BY 11 I° o - PROPOSED o r _ 1 Q •o ABANDROtNED BY { . p ATER AND ° -. NEW ASPHALT AIRPORT - -1 P A� ELECTRI L K € 8 U W - o n I ° !� ° I I I1 ° w m I I T -4 I I I I I I T -3� I � � I � I � I I I I ° . _ m, I o. il ' • . c p o 1'1 . ° 1 . ° ', - ° p - b j °. ° ° LINES ES TO OVERLAY _ - TO 10` WIDE GE BE ABANDONED SMOOTH GRADE X LI° GHT POLES ' ° 4 -wIi�=-�° �� I +° .L • ' . . 2 -STORY FBO LNE TO BE DOOR (UTILITY DY EONTRACTOR TRANSfiON AND BASES TD' ro BUILDING SLEOED 4TO COORDINATE WITH ° BENREMOVED FECE e o E 8 AV�BF L TO DINER THVUGH AIRPORT) 4 N o (FOUR LOCATIONS) � ° �l0 REM@) ° SUBSTATION ° N, a 4 p 2,100 SF ° BUILDING p n TRO AND ° ° 4 p p p. ° �T ? IT -1 RENp ° ° ° BOEING %AIRPORP a 4 ° 4 n o _ _ _ _ _ _ _ � °-W� & o NTRACTOR TO VERIFY L J (3 °o O7L STORM IS ACTIVE). IF L .i I I IN MSE, LINE' v _ N Y 0 Y Y a o 0 v i .° p TO BE SLEEVED. - - p - p p- - --- e. ° 4 O o o a o o F THROUGH NEW BUILDINO`I - / p - -° ° ¢ Osc 6 „GI o ° - LINE TA BE ABANDONNED. - I, ° i . - - . p ° ° ° ° o p p ° o ° N IT 4 4 m EX. to 4 r; / p 4 ° - -- _ - FENCE o 1 - 4 du // - . _n 4 ----------------------- w REMAIN p .4 { p 4 _ p 1 --- - -- _ 504'48'53 °E --; - PNOFifIEiT - - 530.60• p — / — — — — — — Q — — — — o Z / RIDGE LINE - o C9 TYPE 2 -48” w O _ - �� / - - -- o °z R=35SH9 _ — CITY OF RENTON 0 _ DEVELOPER: U - m LL Z - - - - / o K• DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION. INC. . EIA4 243 W. PERIMETER ROAD 14,4% OE WASH RENTON, WA 98055 SITE PLAN �i irii 2 w i CHECKED FOR COMPLIANCE OP�`'• / (425) 228 -9510 IL a w a _ / •r o CONTACT: BERNIE OR DIANE PAHOLKE Q% Z 8 p N N d FOR APPROVAL TO CITY STANDARDS y ENGINEER o e y RENTON GATEWAY CENTER / BY 9 72 BARGHAUSEN CONSULTING ENGINEERS CI ti rc w / Date �'` /STEAF�Q4� 18215 72ND AVENUE SOUTH °I. ? oEaatm CP PATE 6/24/09 R.E NO. BY KENT, WA 98032 s+ y, DRAWN CP yl FIRE Date /CNAL EN (425)251 -6222 G�TV ��0 CHECKED DKB SCALE 1 ° =30 FEiD Z / MAIN i (425)251 -8782 FAX NG ENGtNP- c Date 6/07A2gn CONTACT: DAN BALMELU APPROVED DREG W wSUC sari 9H4T C2 dF 8 All : q--2,s So O cf I I I I X N W O a a x a 0 u 0 -I a m 0 N n E 0 3 a 0 I H I N i i N 0 O N L00 IN T ru V4 ii 11 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN a o o' N w0 N - I d IL CL ir 0 15 30 60 � O Z D -_ -- V--------------- Z _ -- i LLJ a r Lu 0. V ' _ _ - 03rzw 0 I W ------------ - -- a, r, ��W-- I _ Ln RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. SITE DATA PROJECT ADDRESS 750 WEST PERIMETER ROAD PROJECT LOCATM F ENTON MUNICIPAL AIRPORT BUILDING AREA: ±30,900 SF PPoMARY CONSTRUCTION TYPE PRE- MAMIFACTURED METAL PROPOSED PAW40 23 STALLS C- COMPACT PARKM STALL ESTIMATED EARTHWORK QUANTITIES EXCAVATION: 180 CY FILL: 240 CY _ -F FO- - STORM MANHOLE -FO -- (96" DIA) -FC -- RIM = 24.87 F - FO LADDER REQUIRED - FO __ NOT ACCESSIBLE -FO -- _ -_- __ FO -- _ -FO _________________- _ FO- '____ Q 4 / CATCH BASIN _ _ - -_ -- Y^ I RIM = 22.06 POWER POLE _ _. '� `__- _- -__ -' W /CROSSARMS �-- FO- -- -FO— HH I ------ 12" CONC NW - 19 3B - -"- "'- -- _ - a }' w n y a p wz ` 9 O Q o F 3 �z W a. C u v O m a � c a `a Sa �Y p Yg yS�u ao y K _u m m m a- 1100 K Y Y Y Y O Q � � Q � M Q 4a b �n 0 0'IL°SWW Z U w Z zO N � w J � U 0 Q T U "ll"i -i Z __ (TO BE REMOVE FO- - -� --- _____ _________ _ POWER POLE 12" CONC SE = 19.01 p TILE ----- ---------------- -----__-___1--'- 0 W CROSSARMS ONCEFPjiONE EEN _ _______ _ __ __ _ _ __ ______. ExISTING F / _ _ - FO- - UNDERGROUNDED) --------- - _ -___ R2 - 24 b - 22.97 0 "(W SO ABOVE) __REM A� Fi __ _- FO -- CLEARIN� ©i ___ ___________ �_ __ _ _ _- ___ _ -------- EXISTING BOEING CATCH BAST (TO BE fl -- -_ 1 _ v SUBSTATION TO BE cnTCH Bgsm Al ___ ___- "` REMOVED BY BOEING RIM - 25.11 WI -� - -- 12" CONC E - 22.17 (DOES N0� QIRNECN GQ"I - 7Xs'RC� CONCRETE DOES NOTFCOON 10 g) ___ GCAV� _ _ (_P P( (96 P(a �� (H). O O O O STORM MANHOLE BARRIER /-__-_- -- - O _ s:s - ( - 2 — P( M - W CROSS4 eaae GATE COMPONENTS TO O �-' A8.4N ( g) FO -- PC s 2 I ' _ (96" IA) - _Fu_ POWER _' - T 'mil_ szrr- _. —PCOH v., p ) W -- RIM 255 POLE ss POWER PO E _ _ _ - NPO Fq ,WILD iLB N OH - _ -_PPS) �� - -X ( —� 61 KEy }> J -Y xBE R M ED6 ANN BE REMOVED AND O '- 22, 7X5 ftCB _ _ _ - -- ON _ - N - - p / FO - -FO -'POL - N8406_Z4 E - -n - - __ PiQH> P(oH p( ,C - t-- WOFENCETON BE REMOVED -_ 1N- -fc °c�_A13A� O - s P ) I - - -- ----- - F � \ X BAN nr \ . I W GATE s _ --F \ A - �- _ - -- „_ P(OH) - _ -_ -- - - - CLEARING LIMITS W /c C X _ _ RICH, L _ zsa W . e > PER SHEET C4 Xz,-,< m -z x� ICE O i 14H Ilc) __ _ __ _ _ WA ,11 CAMERA - b.u{ t � a�z SERVICE �y P.M. n P( _V�ry -�- _ WMH _ ---X {� M ' , i / gz 'm 3 - - CB PROTECTION O 'V,C =_ POWER(70 REMAIN) 3 _.�aN- = .GRAVEL F \ d ° I TAT10 ABAN -{-- 1 I aez POLE 585'23b3 "M/ PER DETAIL SHEET C�-�- - =-fit- '"+ .. GRAVEL IZ(in =_ _u7 1 <.m X- ; - _- y__ -- -_-_ -,. - /I °p- d - _C�INET° LOT LIGHT _ ABAN _ �t- I �- W _ p•.CW CI FENCED ER w POWER __ _ �Nh =- i / -' 1-r -I I ° w p 21 41' r ° zasy \ O �( -cy�lJ MANHOL T _ _ - - 'd j 'I _ W _ _ j 9 INST L ON s Xz ea - _ �RAVftf -- W _ NN 1 F HIGH OLT - _ X ,. e 1 - -- _ - w- cRAV�s I °. S+ / s.m , - •_ -_- \ °i { I PRQOJo I ) a z <m. b _ .I - __ -Fd-__ n -_ -9P_ p- E I ° X 1 '� I GRAVEd z, s p a I '• 1 °d I I /p d . p' I �. 4.40 ° ILOT ucHr 1 v o - _pW " - _I_o _ _ E as' x 1.5' I II ° °911 Xk� dl I / d -. W° - - - ° - IN ° 1 WATER AULT d POWER CABINET _ W - - -/ _ - 9 � a -- IJ # I d W W _ E - - -- d ° ARANA o _�.-} A -AB -z =__�T _ II d -. g��H 2Q4CAPPED E W_ _ E 1 cP p d n POWER CABINET -� I - W7- = - -- _- ,n 22 x D2 p /_ n droll °, I O _ _ - I - -- d - - r�'11 -= t `z WATER V d - ° - d _ 1f� [`� \p ° POW CABINETS T d ° ° I - 5 W 1 -4-V_E I� --;! ° I. / d °. .° . pmll —Psi p _ w__ �__ F - EYE NIAS ° 0. WE CABINS 3' x 3 -.3'° T I�p1 .. �d) 41C W o- _ W WA d ° a.eo d X21a. _ LQ�I�IGHT ° - �^' PROPOSED O I r r CHAIN LINK 1 IS PQINER - x 15d p Xuzi ° d / ° - p ° ° d'. °° x..11 to t, I o I I I FENCE ', d nPOWER CABIt TSQ d. _ - d IN /, °p d ° ° n dXzQ"' d- p x A °11m_ d nil 2 -STAR1 FBQ I I .O - a,m n p p. °° 8111 m u'i I- .. ' I Xz,ea 1n X d SAWCUT°AND REMOVE ° d p _ _ d _ ° '4 119 1v d X BUILDING n / o ° ° . EXISTING' CONCRM ° X'w - ° d - T11 n ° CLEARING LI�1ffS' �" _ _ d _ _ _ . ° P AVEMBNT.>sln THE WEST d ° - xss ° m ° d w�d N CL ° z <.w o X ° 11 p 2,100 SF ' I �TO MAIN) ° / d X . p ° - II I I T I T -2I � T -I d I ° d .Xz,.ez d p p °- T -4II I T -� �o I I I v d (n ° psG ° d d n d °° p �1 o d v J� # - J d? n o Xzse C, SG d o/° d° ° d. ° ° p ° I � d 1 � d CA SO 0 Xz.. v _ d _ ° d ° _ A R G 24 T� S SO G d p d pod n� al d o o OSC ° EN SINGLE WHITE STRIPE ° ° d j , ° IJ x - ° " - - _ - '_ - -_ _ --------------------------------------- __ __ -- v n ° __ v p n d R J - _ SO4' - --- pppJ(*ff H BASIN _ - -- 530.60 — neE r- - - -- RIM = 25.00 ° —� X _ _ -� o 12" GONG NW = 18.95 — X X O 12' CONC SE = 18.95 — _ CONSTRUCTION NOTES: — — — — / RIDGE LINE — — — — car- Q1 UTILITY CONTRACTOR TO COORDINATE WITH CITY i FOR REMOVAL AND /OR ABANDONMENT OF UTILITIES. POWER, PHONE AND GAS SERVICE FOR THE SITE _ WILL BE PROVIDED TO THE PROJECT BY THE -- — — — / -- � 50 [o NORTH. RENTON EXTENDING SERVICES FROM THE CITY OF RENTON _ DEVELOPER' / PROFLIGHT AVIATION, INC. 0IEPARTMEIVT OP PUBLIC WORKS K' BA(,(, 243 W. PERIMETER ROAD �GHA(�0 / OF WASH RENTON, WA 98055 o CFECXC® FOR COMPLIANCE oP� (425) 228 -9510 0- TEMPORARY EROSION AND RECOMMENDED TO CITY STANDARDS � .!' o � CONTACT: BERNIE OR DIANE PAHOLKE Q' Z SEDIMENTATION CONTROL PLAN FOR APPROVAL ENGINEER RENTON GATEWAY CENTER 0 0 / FIREBY 9 72 a BARGHAUSEN CONSULTING ENGINEERS 0 v / MAIPgy Date �•� /STEREO ��4, 18215 72ND AVENUE SOUTH 0 ? DEEM CP DATE 6/24/09 FLE ND. / AONAI ENV'X KENT, WA 98032 SG y DRAWN CP JABY Date (425)251 -8782 FAX `r7Ho EN GON o CHECKED DKB 8CALE 1 " =30' FEW BI Pte_ �� Date 6�O��2= CONTACT: DAN BALMELLI APPROVED °Maw cr vlau< xgtts >}EET DF 8 2 n J L 2 i I' u i i a u Z m 7 L U m ASBUIL T GRADING AND DRAINAGE PLAN W N o RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. IZ CL CL 0 15 30 60 -W- 0 ZO - _ _ w - - -------------------- - -- -- - w cc z - - UE NORTM - _ w _ INIER AVEN UTILITY CROSSING CLEARANCE KEYNOTES SCHEDULE: KEYNOTE NUMBERS DRAWING ONLY) (FOR CLEARANCE OF LESS THAN 1' SEE MIN. CLEARANCE DETAIL SHEET C6) Q 12' STORM DRAIN IE =20.50 12' STORM DRAIN TOP OF PIPE EL =20.00 Q2 12' SLOT DRAIN IE =22.33 24" STEEL CASING TOP OF PIPE EL =21.00 Q = - - w RA _ -- rwr 3 -' - _ _ _- - --------------- - -- -- - - N - < - STORM MANHOLE _ Z W Z ER REQUIRED 0 - - -- 1(L`� _ LADDER REDUIREO -- O -------------- t"-' FO - _ --------------- - - ACCESSIBLE F NOT W -' � I W --------- -" CATCH BASIN _ POWER POLE -F0� - -- . _, _ 1 RIM - 22.06 W /CROSSARMS -FO -- HH _ " - "3 �- _ 12" CONC NW = 19.38 FO- - TLB POWER POLE 12" CONC SE = 19.01 __ FO-- _ __ _ l0 f1 W�CROSSARMS O _ _ - -- -- --------------- - Exlsiwc -FO-- -F ---" --- _ - ----------------- - ----- --------- ____ - CATCH BASI�J _ -FO-- ____- -���- ___- "-�- _ -_ - - -- -- - _- ' RESTROOM _ __ _ -_ m RIM = 24.8b - -FO- - �- _ _ - z CATCH BASIN BUILDING FO- HH -------- 1�� � � - "� RIM = 25.11 72" CONC V>7 2 22.97 ) 11 57-" �P © _ _ __ - - -- G DOES NO Oj�J€6T -i 0 5 ABOVE ___- `'� `7XS RCS -° za.zes 12' CONC E = 22.77 (DOES _ ___ SIGN- a/'EST ��� r_ � _ X �zasr� p(0 - _ __ _ _ (ss" DLE _ F ( POWER FO _' "- ITLB_ -" - _' _ "_ 34.87 _ _ E %. X BO__�- _ �av X -- �_ Pc m.nPC�01 )I OP O O DOES NOT CONNECT TO _ CUL`1E �� CONCRETE F � - In LF 1.2 "- T 5 STORM MANHOLE BARRIER _ -'' CPE SD �� - aai RIM = 25.54F0 - O POLE - 17R _ _ xIp73Q ___ -a.. y man XzB "sa -_ _-WYCROSSA E cafe O w�„ rc r 7%" F6 - REBUIRED TLB . ..•3 " T - X� `_ n s _ ---- -- - _ ��- L KO za73 W - - O O O w 1�1 z yj T ACCESSIBLE -� - -` _ _ 4 s .FO :Og'22 W, - xi SRCe x -- - - _ -- W - - - -W . f`_ P - - C .y. ' . _ _ � > J B X X9.fifi ARAN O 3 -- E 1-T F ------------ l - N Pt0 H L mHi) + x � ✓ - P C - �1 p ) P( _ .I�MpVJ . T II ... RI DG6 W LI z N � /\".7J E POWER ' o .0 SERVICE - cl , Xz 01 - RI GP �------ I ss a_ a R ARAN -{- SD ®® 0.40 S85'23 03° - - 6 "_`P�V�C ROOF_ RAVEL - t X I _c NET - o "PVC t��0'OFa LOT LIGHT ARAN W - - +� y"CW CITY FENCED ER taT 2147 , F 4�B- ['P8- -011A19 -OW I n1. ° I °p- ° -I ° -- - W - - -.,- - W� o SDC a Cg,17 1 _ aveL c R 1 da I _ C" 1 '9i`F, [IYP.) HIGH - -_ �'� - Xxcm- _ - -Xr�s - X Q - �_GRAyEL ixsi _ -1 'I °. ° O OS ° I ° I _ _ LIS i ° - -. . I p- - / ° _I- -_ X _ - -�gy ax» 4aa I • - - -- l \ 3 ° I neo PR ) % / .I. #a-_� ° -_ V�'z4i - W _� E z53z X 13 1 24..17 a s - d� z,6) .x ifz' pr ° 8 LF 40 I 4.� - ° LOT LIGHT ._�i° -�W - - -o _ _ - -d- _ E ° 11Ik. ® 0.5' x 1.5' Sa 1 n -I x..m INSTALL G EL - I° ° ° - I Xh' p p�a31� CPEP D _- �_._ -i -_ -iivy- _ II __- AI �pV -Q II W� _ _ - -- I° _ o 1 WATER NAULr. n. PowER CABINET 4- I .BREA -z•.J5 SLEEVE EX:S� UNDER 'p Q 2.7 S. �- 1. _ W-- . DRAINAGE ° I, PROP --D _ ° NEW CONGREIE- - 24' L DASING I ° - W - -_-.E W 0 1 I o p f ABAN A 1?--4 A _- -- _-T�,� - - PatvEMEN� .� z - 8T M41UNDE =R$ zz° x Wiz' p /� : p• • a -e° Q • PowER. ctielN6rn ' A11 °. ' 1A W""o-' �1 0 �LPY )I IYK p - _ - _ �-. - - � WATER V . '. ° • s • u.m - 2 ��- --} _ - -- VE _ `-a - RI -_N - W__ d'W_'_ 1 =�N= E° - 2 ( ��'fAI�SHEEa 6 'pOW " GneINETS +� ° .°CO SI °�o } -k P05 V_ _" - )_ - - . EYE WI45�i ° E CA9 q •. �_ ��- • ROP. SLQT ° ° °N 4 ELECTRIp GRIND IX. CONCRETE. m 11� 1z ;aQ 4.' 66• 4f�LF g• 47.LF'6' CPEP 1 DRAIN or. � lo. � � ° CPEP � RIM =24 � OC WA o. -.. uIUT ` •° _ rn 1.. •4& ° ° n TINES. TO BE ABANDONED - OVERLY AND I ° m 'm o . p. jo °Mls R: z.,, ° n �yS p SAA' -cuT uNE (UTILITY CONTRACTOR TO °n J¢" - f PROPOSED _ r CHAIN LINK x 15p p.'X p ) 44 8 I I FENCE a WER CA911 "15 - p _B7CP8 ° ° 8 LF 12' ° COORDRIATE- WITH CX2 , TO GRADE ° m N ^' 6° PVC ROOF ° - ° - p / CB 414 Q. ®PE 5.00% - ° o i� n JIM X 2 -STORY FBO OIL/WATER° ° SAW CUT AND REMOVE CONG TRANSITION TO °° N mV- , 1 m Yde °Mn. DRAIN p - p SERARATOR _ d _ HAN RS PAVEMENT 1'0 THE WEST 411 m ° BUILDING II B LF 12" - °S CUT LINE _ _ _ CB 112 ° - a m i. ° 1 p��.. ° rn ° ®4P 9 ° z ,o ° ° p Xz•. "° - (SEECOETAIL SAAEET C7) ° ° ° Xz4.s6 °, ° 11 ) °nl i °•p 2,100 SF m X•p ° - - ° 6 LF 12 ". ° n ° +ae -.. / - -Ll ° ° - CPEP -SD T- 2IIT -1 I I ( - CONTRALTO TO VERI�1' - ANPROXIMATE o ° ® 2.OW. T-3 II OAAITS OF ' ° - - ° - ° p ° L Lo{w EXISTENCE 0 STORM LINE AJH0.G GRIND, ° ° - - _ _ _ _ _ ° p ° °1 ° e" 'd � -GRIND EX NCO ETE - RE,TERMINE tlF Td� LINE°IS o AND OVERLAY ° ° - ° X a 1 0 l ° PAV„F1�IJT -AND 1 p° So ACTIVE.- IF LINEoIS STILL dN _ ° _ _ Xz.6, O E Y WITH 71 JCR° OPERq,T10N, SLEEVE UNDER THE /a - ° n n s ° sc so SO o ASPHAhT PAVEMENT PROPO ED BUILDING: 2a' BROKEN Dou6LE WHITE 5 RIPE _ PAVBBIP ° 0 0 1 fl TO SMOOTH GRADE °. p ° _p °_ - - ° ° ° ° p °QI ° °. N m m m m TRANSITION TO _ _ _ Ll ° - Ll ° m HANGERS ,° _ �° / o' - pBROKEN SINGLE WHITE STRIPE P ° - - ° - - ° p ° _ ° 4 01 - - a - - ----------------- ° -1 - - ' _ 94'48'53 "E ° ° ° ° - -__ - - 930.60 0 CATCH BASIN z __ � - w -' �� -- / RIM = 25.00 - 12" ON = 18.95 _ X O 12" GONG SE SE = 18.9.95 - o / RIDGE LINE +o w ZO / CATCH BASIN TABLE 4118<FO, OIL/WATER SEPERATOR RIM = 24-18 24.12 IE IN-19:89 (8' S) 19.59 IE OUT =1947 (8' W) 19.59 on"" OIL/WATER SEPARATOR RIM = " . 4.13 IE IN =19.65 (6' N) IE OUT =494& (8' S) 19.39 C041, TYPE 2 -48' W/ SOUD LOCKING UD RIM = 34.16 24.00 IE I1 (8' N) IE IN=48:88 (12" E) 18.75 IE OIR=i&.&& (12' W) 18.70 CBS, TYPE 1 W/ STANDARD GRATE RIM = 23.992182 IE IN =19.85 (12' N) IE IN =20.46 (12' S) IE OUT =19.85 (8' E) CBS, TYPE 1 W/ STANDARD GRATE RIM =33:9 &23.91 IE IN =20.09 (12° N) IE OUT=20.09 (12" S) 0814, TYPE 1 W/ STANDARD GRATE RIM =-2999 -2183 IE IN =20.43 (12' N) IE OUT =20.43 (1Y S) CBS, TYPE 1 W/ STANDARD GRATE RIM =- 239&2183 IE IN =20.77 (8' N) IE 01 (12' S) CBS, TYPE 1 W/ STANDARD GRATE RIM =33:86 -23.79 IE OUT =21.10 (8' S) C847, TYPE 1 W/ STANDARD GRATE RIM = 33992174 IE IN =20.76 (8' S) IE 01 (12' N) CBS, TYPE 1 W/ STANDARD GRATE RIM = 23.88 23.74 IE IN =21.10 (8' S) IE 01 (8' N) CBS, TYPE 1 W/ STANDARD GRATE RIM = 3+2&24.07 IE OUT=22.67 (12' N) OBID, TYPE 1 W/ STANDARD GRATE RIM - 3+.2&24.13 IE IN -22.15 (12' S) IE IN =22.15 (12' N) IE OUT =22.15 (12' E) CBS, TYPE 1 W/ STANDARD GRATE RIM = 3438-24.05 IE OUT =22.57 (12' S) 0802, TYPE 1 W/ STANDARD GRATE (SPLIT FLOW STRUCTURE) RIM = 33952189 IE IN -20.95 (12' W) IE OUT=19.95 (6' S) IE OUT =20.95 (12' E) 0948, TYPE 1 W/ SOLID LOCKING UD RIM = 2.8&24.06 IE IN -20.84 (12' W) IE OUT=20.84 (12' S) COW, TYPE 1 W/ SOLD LOCKING UD RIM = 34:48.24.28 IE IN =19.41 (12' N) IE OUT =19.41 (12' SW) CBS, TYPE 2 -54' W/ SOLD LOCKING UD RIM ='3435 -24.21 IE IN-19.16 (8' N) 18.68 IE IN- 0..93 (12' N) 1868 IE OUF -49:60 (12' W)1868 CBS, TYPE 2 -48' W/ SOID LOCKING UD RIM = 3535 24.43 IE IN =18.88 (12' E)1873 IE OUT =18:8& (12' W) 19.29 COW, TYPE 1 W/ STANDARD GRATE RIM = 33.89 2193 IE OUT =21.35 (8' N) \0 W /_� I z N_ w _ o o __ DEVELOPER CITY OF RENTON O9 U / PROFLIGHT AVIATION, INC. HA DEPARTMENT OF PUBLIC WORKS -� / K 844 4j 243 W. PERIMETER ROAD �p�� WAS WA 98055 AS 91XT GRADING AND w CHECKED FOR CAMPLJANLE O �A" (425) 228 -9510 M RECOMMENDED TO r o CONTACT: BERNIE OR DIANE PAHOLKE W Z DRAINAGE PLAN FOR APPROVAL CITY STANDARD43 " : ENGINEER: o e WM -o BARGHAUSEN CONSULTING ENGINEERS n RENTON GATEWAY CENTER al / FIRE RIMH2O.4 BY Date �,• 72`v� F`� % = DESMED CP DATE 6/24/09 FLENO. ` / MAIN 15TER 18215 72ND AVENUE SOUTH ' \ BY �\ KENT, WA 98032 ar g, aE CP `= w h a o �/ ,� i'1._- YJ- D4�-- -ggdW� HV -- BY Date 7pNAL EN (425)251 -8782 FAX G`TANC ENGIN��� cr�ac® DKB eOALF 1 " =30' r�.O BOOK, Z 2S� ^ 1 4 Date 8/07/2011 CONTACT: DAN BALMELLI ADM C'+ oP �L�' TZ3sso /1 I I I I v x` w 0 a a x a U 0 I II 0 _I 0 rn a a m 0 N n a co 11� _/ CV r Z m 0 W m 6 F- N I E J O O F- 0 PW Q z LuWa Z 3 Q �W� W �3W F- O Z G n a � $ Q F C) 0 3p O N all >-4z 2 a ,y WN W a rn v m y' C C 1 c a S� io 4 0 a & 3 B � 3 O O o o a Q o 0 LINN a z m * M N H O 4 z CITY OF RENTON STORMWATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PREGONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE US.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING SHALL BE APWA CUSS "C; WITH THE EXCEPTION OF PVC PIPE. All TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIUTES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES /40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK /3D PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK /10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FUGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBUC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2" COMPACTED DEPTH NOTE: CLASS 'B' A.C. PAVEMENT GEOTECHNICAL ENGINEER SHALL VERIFY 4" COMPACTED DEPTH CRUSHED PAVEMENT SECTION PRIOR TO CONSTRUCTION ROCK BASE COURSE ° °po° ° °° ° °° °80 °°o °$ °o ° ° 000000 0 n �O noo 00600 W ° 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL ASPHALT PAVING SECTION NOT TO SCALE NOTES AND DETAILS RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. OVERLAY WITH 1 X" ASPHALT TO SMOOTH GRADE TRANSITION TO PROPOSED TRENCH' DRAIN CONCRETE PAVEMENT �IX GRADE _YAR J.ax: SLOTTED -. (.. DRAIN PIPE TYPICAL SLOT ^DRAIN DETAIL C4 NOT TO SCALE HANDICAP SYMBOL NOT TO SCALE 6" PORTLAND CEMENT CONCRETE 01 0 00 °0 000 °W o °o ° G - 4" COMPACTED DEPTH CRUSHED ROCK 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL CONCRETE PAVING SECTION EX. CONCRETE PAVEMENT 1 X" ASPHALT OVERLAY m i 12" e ¢ 0 o z e � � c? ° N b O X O O) ° X N o 3^ u. A 12" STEEL POST :ONCRETE FOUNDATION DISABLED PARKING SIGN INSTALLATION NOT TO SCALE NOT TO SCALE ETHA FOAM 220 NEW STORM PIPE 6" MIN. qEO WNOOPFORDHMHT TY.Up Wi XWP$ FOR tY NEIGXT u w EACH cO p RMEACHS xmEc I. /u�mmVall"MnWbnOa. "in meHlwEq" - an,z.a.. ma,e P.ea^•re. u.a WRrtr WI MG FbC i,huau6. z Tti bmawamra.,,nm °re�TS. a m.,.m*,n,alpn avow AwmlPa mm. pc" Y„vl Wlb6. .. � .m1�e"mea.aAYfr.mN.,e.naum e. aPmN am e. mr...a ae.wal. E•ote.w .rn". NBF J 1? `a� c F isxAJ ��� 0 CATCH MEIN TIP[ 1P PA mo Lm a. B. PRECAST BASE SECTION BTAIdAD!{AN N! nr,v. ®w�,wlau MNON/A PNND ILLp CITY OF RENTON STANDARD PLANS LAST DATE: oarza�zo°1 v PAGE B013 SYSTEMS CASING SPACER (TYP.) SPACED PER MANUFACTURES SPECS. ADVANCED PRODUCTS AND SYSTEMS CASING SPACER FILL VOID WITH SAND- PRODUCTS AND SYSTEMS CASING SPACER SIDE VIEW NTS STEEL CASING PIPE 12" DUCTILE IRON STORM PIPE W /RESTRAINED JOINTS OUTSIDE DIAMETER OR JOINT BELL WHERE APPLICABLE ACCESSIBLE PARKING SIGN NEW STORM v�NEW STORM I LOCATE FACE OF CONCRETE BLOCK FLUSH WITH EDGE OF CASING PIPE CONCRETE WALK. ED. ED. ,MINIMUM CLEARANCE DETAIL C2 NOT TO SCALE END VIEW 2.0' NTS CROSSING NOTES: CASING SPACERS CASING DETAIL 1. FOR CROSSINGS LESS THAN FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. N. . A A 3"X48"X108° SHEET OF ETHAFOAM NTS EQ. EQ. 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE 2.07 MAX CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS USE ADVANCED PRODUCTS AND SYSTEMS, INC. R=355012 4" WIDE PAINTED . SLOPE SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1- 9.1.4. CASING SPACERS AND END SEALS OR APPROVED EQUAL YELLOW STRIPES; . ENVELOPE TWO COATS 4 AROUND 2. AT WATER CROSSINGS WITH STORM LINES DEPTH OF COVER OVER THE WATER HANDICAP MAIN MAY BE REDUCED TO 30" AS NECESSARY CITY OF RENTON 5 8'-0" STALLS (TYP.) DEVELOPER: PER MIN. DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION, INC. w PLAN \tJ-Y. Bq<A7 243 W. PERIMETER ROAD �G AVM OF WASH (425) RENTON, 8- 98055 NOTES AND DETAILS HANDICAP PARKING FECOM1 WCIM A �P <` �; (425) 22B -ERNo mQ' t�,y o � CONTACT: BERNIE OR DIANE PAHOLKE FOR APPROVAL ENGINEER: RENTON GATEWAY CENTER NOT TO SCALE BY -° BARGHAUSEN CONSULTING ENGINEERS n Date 724,0 4`"� 18215 72ND AVENUE SOUTH 0 ? DESONED CP PATE 6/24/09 I pp, BY O /SifRWG�� KENT, WA 98032 LPG y DRAWN CP �, Date NAL f (425)251-6222 5)251 -8782 FAX `T7A'G ENGIN�01 CHECK® DKB ALP N/A IUD BOOK— PAGE _ Dote 6�07�2N CONTACT: DAN BALMELLI APPROVED WECm a weue wixs 9i&T C6 OF 8 t-\6, 1Z -3 SSO /2 v N w a a a U 4 W X `I 0 N a di 0 EE v 0 0 rn a a D i N i i a N i 0 0 d W N r z m 0 W U m O N all ym ygd 0 a & 3 B � 3 O O o o a Q o 0 LINN a z m * M N H O 4 z CITY OF RENTON STORMWATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PREGONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE US.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING SHALL BE APWA CUSS "C; WITH THE EXCEPTION OF PVC PIPE. All TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIUTES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES /40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK /3D PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK /10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FUGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBUC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2" COMPACTED DEPTH NOTE: CLASS 'B' A.C. PAVEMENT GEOTECHNICAL ENGINEER SHALL VERIFY 4" COMPACTED DEPTH CRUSHED PAVEMENT SECTION PRIOR TO CONSTRUCTION ROCK BASE COURSE ° °po° ° °° ° °° °80 °°o °$ °o ° ° 000000 0 n �O noo 00600 W ° 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL ASPHALT PAVING SECTION NOT TO SCALE NOTES AND DETAILS RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. OVERLAY WITH 1 X" ASPHALT TO SMOOTH GRADE TRANSITION TO PROPOSED TRENCH' DRAIN CONCRETE PAVEMENT �IX GRADE _YAR J.ax: SLOTTED -. (.. DRAIN PIPE TYPICAL SLOT ^DRAIN DETAIL C4 NOT TO SCALE HANDICAP SYMBOL NOT TO SCALE 6" PORTLAND CEMENT CONCRETE 01 0 00 °0 000 °W o °o ° G - 4" COMPACTED DEPTH CRUSHED ROCK 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL CONCRETE PAVING SECTION EX. CONCRETE PAVEMENT 1 X" ASPHALT OVERLAY m i 12" e ¢ 0 o z e � � c? ° N b O X O O) ° X N o 3^ u. A 12" STEEL POST :ONCRETE FOUNDATION DISABLED PARKING SIGN INSTALLATION NOT TO SCALE NOT TO SCALE ETHA FOAM 220 NEW STORM PIPE 6" MIN. qEO WNOOPFORDHMHT TY.Up Wi XWP$ FOR tY NEIGXT u w EACH cO p RMEACHS xmEc I. /u�mmVall"MnWbnOa. "in meHlwEq" - an,z.a.. ma,e P.ea^•re. u.a WRrtr WI MG FbC i,huau6. z Tti bmawamra.,,nm °re�TS. a m.,.m*,n,alpn avow AwmlPa mm. pc" Y„vl Wlb6. .. � .m1�e"mea.aAYfr.mN.,e.naum e. aPmN am e. mr...a ae.wal. E•ote.w .rn". NBF J 1? `a� c F isxAJ ��� 0 CATCH MEIN TIP[ 1P PA mo Lm a. B. PRECAST BASE SECTION BTAIdAD!{AN N! nr,v. ®w�,wlau MNON/A PNND ILLp CITY OF RENTON STANDARD PLANS LAST DATE: oarza�zo°1 v PAGE B013 SYSTEMS CASING SPACER (TYP.) SPACED PER MANUFACTURES SPECS. ADVANCED PRODUCTS AND SYSTEMS CASING SPACER FILL VOID WITH SAND- PRODUCTS AND SYSTEMS CASING SPACER SIDE VIEW NTS STEEL CASING PIPE 12" DUCTILE IRON STORM PIPE W /RESTRAINED JOINTS OUTSIDE DIAMETER OR JOINT BELL WHERE APPLICABLE ACCESSIBLE PARKING SIGN NEW STORM v�NEW STORM I LOCATE FACE OF CONCRETE BLOCK FLUSH WITH EDGE OF CASING PIPE CONCRETE WALK. ED. ED. ,MINIMUM CLEARANCE DETAIL C2 NOT TO SCALE END VIEW 2.0' NTS CROSSING NOTES: CASING SPACERS CASING DETAIL 1. FOR CROSSINGS LESS THAN FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. N. . A A 3"X48"X108° SHEET OF ETHAFOAM NTS EQ. EQ. 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE 2.07 MAX CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS USE ADVANCED PRODUCTS AND SYSTEMS, INC. R=355012 4" WIDE PAINTED . SLOPE SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1- 9.1.4. CASING SPACERS AND END SEALS OR APPROVED EQUAL YELLOW STRIPES; . ENVELOPE TWO COATS 4 AROUND 2. AT WATER CROSSINGS WITH STORM LINES DEPTH OF COVER OVER THE WATER HANDICAP MAIN MAY BE REDUCED TO 30" AS NECESSARY CITY OF RENTON 5 8'-0" STALLS (TYP.) DEVELOPER: PER MIN. DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION, INC. w PLAN \tJ-Y. Bq<A7 243 W. PERIMETER ROAD �G AVM OF WASH (425) RENTON, 8- 98055 NOTES AND DETAILS HANDICAP PARKING FECOM1 WCIM A �P <` �; (425) 22B -ERNo mQ' t�,y o � CONTACT: BERNIE OR DIANE PAHOLKE FOR APPROVAL ENGINEER: RENTON GATEWAY CENTER NOT TO SCALE BY -° BARGHAUSEN CONSULTING ENGINEERS n Date 724,0 4`"� 18215 72ND AVENUE SOUTH 0 ? DESONED CP PATE 6/24/09 I pp, BY O /SifRWG�� KENT, WA 98032 LPG y DRAWN CP �, Date NAL f (425)251-6222 5)251 -8782 FAX `T7A'G ENGIN�01 CHECK® DKB ALP N/A IUD BOOK— PAGE _ Dote 6�07�2N CONTACT: DAN BALMELLI APPROVED WECm a weue wixs 9i&T C6 OF 8 t-\6, 1Z -3 SSO /2 v N w a a a U 4 W X `I 0 N a di 0 EE v 0 0 rn a a D i N i i a N i 0 0 d W N r z m 0 W U m V) N I d. a- (L Lt D w O UM~ 3o�co �w3� e Zu~i10.� ad O LLJ ad �3UJ IX LU an IS N wZ n d 3 O 0 BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR H L , Ill RRIYE Aide V. sure TI ~ W V � . � LJ pil an 24' C a m 8 � Cl C 54' W qI c 0 a CD $a o 4" d- �3 Q wo as Lu t as or 0 0 C1 a 0 0 o x zi soA so 3 Y Y Y Y D- O •- O rn n 1! IsM :1 Z 0 0 ASBUIL T STORM /TESC NOTES AND DETAILS TOP SECTION No. 612 -CPS -T 9,910 lbs. oauet Pipe Wtn samPlllly �R 'OUR£T PIPE TO TRAM 612 -2 -CPS OIL WATER SEPARATOR Projected Plate Area as 1,776 Sq/ft Maximum Process Flow se 830 GPM 25.790 lbs. 12' -11" Facial Coalescing Pack J � I i ������ T -i -9" W -4. 6'-7" INLET PIPE Wdh Somali, Tee By others den..11 -1e 5uamot Lachesis Wishse..F, hrpl An:l -of COB 132 0198S2o]B 001"111 %e[aA 111, RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. ® IMLffYVAULT' 612 -2 -CPS OIL WATER SEPARATOR PROJECTED PLATE AREA =1,776 Sqt t MAIUMUM PROCESS FLOW =830 GPM UV Co. 2 -332P, Galvanized W Co. 2436P, Galvanized Diamond Plate Cover Diamond Plate Cave, 2 Places Aq kill L I - - - - - -�- - - -m -J 4 -Ton Lif! Anchor G Places In Top Section PLAN VIEW Oil Retalnina TOP ELEVATION Carle an Coale ng Media 2'-7' an TY- Holtl D wns 2' -T one 3' -7" Heights INLET I.E. _ _ OUTLET I.E. INLET PIPE i '? r with snmplin ree ev 8nere Yo as ed OUTLET PIPE Sediment 1 L With Sampling Tee W r 3 0y Others 'OUTLET PPE TO BE LARGER THAN INLET PIPE Lifting Iran Coalescing Media 3' 2 Each End, 2 Ends SECTION AA STRUCTURAL NOTES: ,. Concrete: 28 DoY Compressive Strength f c= 4500 psi 2 Redo r. ASTM A -615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4, Design: Acl- ale -ot, Bwlaing cone ASTM C -09 Minimum Structural Design Lopdin For Underground Precast Concrete Udllty a5trualman' 5. Leads: IT Truck Wheel w/ 30% Impact Per AASHTO GENERAL NOTES: 1. All Baffles and Weirs To Be Precast Concrete Static Water Baden = 4' -0- 3. Contractor he Supply and Install All Piping & Sampling Tees Grout In All Pipes Fill fy Al Clean Water Prior is "Start -Up" Of System Verily Al BLOCkout Sizes antl LacoCard SCALE: 1/4" = V -U" ll2.1 uvauburn.com OR APPROVED EQUAL 4r s•• w• 7Y w• a 4 ® 1xMTAA (11P.) s LA4 aR� B; 0, I I I i 1 INTEGRAL BASE PRECAST VIM RISER r•e' RWO CATCH BASIN CIMENSICNS NOTES L No step. are r,.i,.d Men height is 4' w leas. BASE THICKNESS 2. The bottom of the pmwst calm toxic may ae eased to BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR INIETRAl facilitate leaning, , Ill RRIYE Aide V. sure 3. Frame Aad grate may be installed with Lange open or WltlE led. Alm do ess 24' east nt. adjustment aeption. iOtD 4. Knorkouls shall no. a well UICNnene AI 2" mMimom to 54' 30' 2.5' maximum. Proyde a 1.5" mMlmuen gap between WGLW AOJl50@IT SEC111M AGAR ice 0.19 the luma UI wall and the outside of Ue pipe. Alter the NsJUsad AT ff e" pipe is addled Of the gap with pint mortar in Accordance 36" 0.25 1te Ste. Spec. 9-04.3. SLAB laP 5. ManM1Oles equal to ono greater than 20 -teed do, anon have 60" 36" a "SURETRACT' climbing and fall protection .rytam Installed. 4r s•• w• 7Y w• a 4 ® 1xMTAA (11P.) s LA4 aR� B; 0, I I I i 1 INTEGRAL BASE PRECAST VIM RISER r•e' RWO CATCH BASIN CIMENSICNS CATCH DIAMETER WALL THICKNESS BASE THICKNESS MANMUM N00(OU am t NI DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR INIETRAl SEPARATE 4e° MINE WALL PVCe LE WALL PVCa 48" 24' 0.15 0.23 54' 30" 54' 30' 36' 0619 0.19 60' 5" e" 48" 36" 0.25 0.25 72 6" 8" 60" 36" AS" 8C 84' 8" 12" 72 12" 0-29 0.39 9s" 8 12 84 12" 0 9q 0 3q PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAME BASIN DIAMETER CONCRETE METAL CPSSP m MINE WALL PVCe LE WALL PVCa 48" 24' 30" 24" 27" 30" 54' 30' 36' 30 27' 36' 60" 36" 42• 36" 36' 42' 72' 42' 54' 42" 36" AS" 8C 54" 60" 54" 36' ce' gfi' 60• JR" 60" 36" 48" OVERFLOW BYPASS INFORMATION NEEDED: role of Separator N Opn:�0-24. 13 n t Plpe Size: Ot P'. Eleval'loo:19.65 uilet pipe Size: 19.39 Outlet Pipe Eleva Ion BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS: oil Specific Gravity: 0.88 operatin Temperature: 5V n luem Ua canaemmnon: loo ppm Mean 'I Droplet Size: 130 Microns 0.033 R/ m Oil Rise Rate DesigneA Per Washington Slate Department of Ecalagy FLOW EFFLUENT COLLE00. CTED RATE DUALTTI' S12E 438 GPM 10 ppm 60 Micron 34" RIM =23.95 CB #12 SPLIT FLOW STRUCTURE 'R (TYPE 1 W /STANDARD GRATE) NOT TO SCALE v. ..:>w;.:. 1 Z w ?• •>�'< per: =e• CATCH BASIN TYPE 2 Q li D- OC(ORRUCATEO POLYEI((H)))tt)ENE STORM SEWER PIPE (Std. Spec. 9- 05.201 FE<X) ,MEhClT -y to - o OW 0 SEPARATE PRE PRECAST S SUSHI: Spec. 9- 05.12(2)) ,I�, o,e".I.e.e. C" OF RENTON Fil APMVAL `41 w w STANDARD PLANS " '.� BY LAST DATE: 52012004 SP PAGE B027 BY M N O BY Z « « DA .- .• FRAME A. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. GRATE FILTERED WATER 1205rX -a CROSS SECTION NOT TO SCALE SEDIMENT AND DEBRIS PREFABRICATED BELOW GRATE IN INLET DEVICE DETAILS R- 355013 DEVELOPER: PROFLIGHT AVIATION, INC. 243 W. PERIMETER ROAD RENTON, WA 98055 (425) 228 -9510 CONTACT: BERME OR DIANE PAHOLKE ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI mP�GHq(���Z O O i r G`T /NG ENG \N�`c SS NOT TO SCALE eT OF � wM w.NQ0.0 STORM DRAIN INLET PROTEOTIol1 STANDARD PLAN 1.7 9t1lET t � 1 SaHT GR PlauuTron �S MM�el,i0. aws�},s�ys, CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS ASIX&T STORM /TESC NOTES AND DETAILS DRAWN cH CHECKED DKB SCALE N/A FBD BOL7�PAGE APPRD� C7 DP 8 WBSCTAR a weuc xaWS BFffT I I I X oa LL' sa O_ a w XI BE N 0 N s n eg ad E 0 0 s nor N I 1 O Up I N a b As 0 O ar LL ,W N r Z m 0 ILL U La 1. PERFORM MAINTENANCE IN ACCORDANCE WITN STANDARD SPEC ER MON 501,9(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE M WLL SERVICE. MAIL IL TRIM GEOTEXTILE 3. THE MID SHALL HAVE A SUILT414 HIGH FLOYY RELIEF SYSTEM (OVERFLOW BYPASS), 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE MID WITHOUT SPIWNG THE COLLECTED MATERIAL - OVERFLOW BYPASS CROSS SECTION NOT TO SCALE SEDIMENT AND DEBRIS PREFABRICATED BELOW GRATE IN INLET DEVICE DETAILS R- 355013 DEVELOPER: PROFLIGHT AVIATION, INC. 243 W. PERIMETER ROAD RENTON, WA 98055 (425) 228 -9510 CONTACT: BERME OR DIANE PAHOLKE ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI mP�GHq(���Z O O i r G`T /NG ENG \N�`c SS NOT TO SCALE eT OF � wM w.NQ0.0 STORM DRAIN INLET PROTEOTIol1 STANDARD PLAN 1.7 9t1lET t � 1 SaHT GR PlauuTron �S MM�el,i0. aws�},s�ys, CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS ASIX&T STORM /TESC NOTES AND DETAILS DRAWN cH CHECKED DKB SCALE N/A FBD BOL7�PAGE APPRD� C7 DP 8 WBSCTAR a weuc xaWS BFffT I I I X oa LL' sa O_ a w XI BE N 0 N s n eg ad E 0 0 s nor N I 1 O Up I N a b As 0 O ar LL ,W N r Z m 0 ILL U La F_ r a (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY Rebel 2. AVM A -615 Grade 60 F_ SHALL NC- BE MORE THAN 50 FEET TO BUILDING) E-i ✓>J I F � O Outlet Pipe Size �' rW� -1 W a' rn 14AT IS ADJACENT TO C N CURB 7 \ R. y C HYDRANT ASSEMBLY N C a 2. Static Water Depth - 4' -D' ^I CL 3. Contractor NO 0.33 ft /min. Rise Rate CL Designed Per Washington Stale Department Of Ecology I LL SCRZ WITH REGULAR BAS_ SECTION LENGTH TO FIT. VALVE NWT Vii All BLockout Sizes and Locations Ir aa J 110 GPM 10 ppm 60 Micron EXTENSION AS REQUIRED (SEE QVIG BR45 / PAGE BOST). �. I LU�O H or to UIt � �- Z 0 MINdF FE el O $ Li 3: ap AB STIMSONNE T'WO -WAY BLUE. i- CONCRETE B_OCK'.NG __ T� 42" IA TI ap O 3/4" re do LL �3w 3/4' Ohn Y \ Lift Insert\ W$ N el `G As rn Ad ou r a (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY Rebel 2. AVM A -615 Grade 60 O 3 SHALL NC- BE MORE THAN 50 FEET TO BUILDING) E-i ✓>J I F � O Outlet Pipe Size �' rW� -1 W a' rn 14AT IS ADJACENT TO C N CURB 7 \ R. y C HYDRANT ASSEMBLY -q lI C a da 4s � i JA j E u`S LD O d 0 0 o SE or or .. p7 p7 m m � 0 0 0 o a � Q M 1 �I� 0 0 w Z 0 W N (a � N of 0 K U 0 J N U L BE a sF 17 N � O s Z Kos M-PvNED Pen..1FLY p. -C TIN, Xn N1.1f, V C . C.`• d"'O d an 3 CDCVA NEST BE USTA_LE: rnMEDIP-ELY A =TER TY 2 PIPE PENETRATION THROJCA BUILD NO FLCOR SLAB. e100 fcc POOP IT WHICH OCCVA IS LOCATED SHALL: A. HAVE FLUOR DRAM CONNECMC TO THE SANITARY SEVIER SYSTEM, F,. HAVE A HEATING SYSTEM AO' F MIN. TEMP.) NO HEAT TAPE . NOT BE USED FOR STORAGE AROUND THE OOCVA 0 HAVE CLEARLY DEUNEA -ED ACCESS WAYS TO DDCVA ANN PIES. A RIGHT-CF-ENTRY AGREEM=NT MUST BE GRANTED TO 'FE CI TV 0= REN -ON FOR INSPECTION OF FEE DDCVA AIID AI_ EP. SEPARATE RR_ SPRINKLER =LANS NCLUDING INSTALLA ION OF DDCVA MUST BE SUBMIT -ED TO RENT IT FIRE PP.EVENTICN DEPARTMENT FOR RE VIE \4 ANC APPROVAL. A. SEPARATE RR_ SPRINKLER PERMIT IS REOLIRED. ra Or ASBUIL T STORM DETAILS PERIVETERS DE MINIMUM CLEARANCES RENTON GATEWAY CENTER TD BE PAINTED ON FLOOR I'` VAI SW 1/4 SEC TION 07 To ARE PAINT STEPS, WITH 2 INCH TWP. 23 N. STENCILED BLACK LETTERS TO SA ": , , E. , W. 'DO NOT BLOCK ACCESS" I- MAIN LINE TEE (MJ z =L1 Il CONCRETE BLOCKING IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI. IS TO 20" BEHIND (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY Rebel 2. AVM A -615 Grade 60 6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT SHALL NC- BE MORE THAN 50 FEET TO BUILDING) 12" BEHIND BACK OF Outlet Pipe Size 7 SIDEWALK 14AT IS ADJACENT TO 3- _LASS E2 DLLTLE IRON PIPE (4 INCH MINIM erA) 1' ABOVF. FOOD FLANGE. PLACE 8 WILL CURB FILM AROUND TOP AND SIDES OF A_L PIPE ANC 9TTINCS SHALL 3E RSTP.AINED WTA SHACKLE RODS FINISH FLOOR LEVEL AND CONCRETE THP.IST BLOCKS PER NFPA AND AWWA STANDARDS. HYDRANT ASSEMBLY an 3 CDCVA NEST BE USTA_LE: rnMEDIP-ELY A =TER TY 2 PIPE PENETRATION THROJCA BUILD NO FLCOR SLAB. e100 fcc POOP IT WHICH OCCVA IS LOCATED SHALL: A. HAVE FLUOR DRAM CONNECMC TO THE SANITARY SEVIER SYSTEM, F,. HAVE A HEATING SYSTEM AO' F MIN. TEMP.) NO HEAT TAPE . NOT BE USED FOR STORAGE AROUND THE OOCVA 0 HAVE CLEARLY DEUNEA -ED ACCESS WAYS TO DDCVA ANN PIES. A RIGHT-CF-ENTRY AGREEM=NT MUST BE GRANTED TO 'FE CI TV 0= REN -ON FOR INSPECTION OF FEE DDCVA AIID AI_ EP. SEPARATE RR_ SPRINKLER =LANS NCLUDING INSTALLA ION OF DDCVA MUST BE SUBMIT -ED TO RENT IT FIRE PP.EVENTICN DEPARTMENT FOR RE VIE \4 ANC APPROVAL. A. SEPARATE RR_ SPRINKLER PERMIT IS REOLIRED. ra Or ASBUIL T STORM DETAILS PERIVETERS DE MINIMUM CLEARANCES RENTON GATEWAY CENTER TD BE PAINTED ON FLOOR I'` VAI SW 1/4 SEC TION 07 To ARE PAINT STEPS, WITH 2 INCH TWP. 23 N. STENCILED BLACK LETTERS TO SA ": , , E. , W. 'DO NOT BLOCK ACCESS" I- MAIN LINE TEE (MJ z =L1 Il CONCRETE BLOCKING IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI. IS TO 20" BEHIND (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY Rebel 2. AVM A -615 Grade 60 6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT SHALL NC- BE MORE THAN 50 FEET TO BUILDING) 12" BEHIND BACK OF Outlet Pipe Size P- ?RANGY VAI "A"' OR e 0.I) INCH NA ME BOX AND CONTE SIDEWALK 14AT IS ADJACENT TO 3- _LASS E2 DLLTLE IRON PIPE (4 INCH MINIM erA) 1' ABOVF. FOOD FLANGE. PLACE 8 WILL CURB FILM AROUND TOP AND SIDES OF A_L PIPE ANC 9TTINCS SHALL 3E RSTP.AINED WTA SHACKLE RODS FINISH FLOOR LEVEL AND CONCRETE THP.IST BLOCKS PER NFPA AND AWWA STANDARDS. HYDRANT ASSEMBLY 4- =DST- NOICATOR VALVE (MJ) 'MTN TAMPER SNATCH ELEVATION VIEW OF SDC'!A 5- 2 -90- BENDS (R v FL) WITH FLANGED MODULE IRON FIRE SPOOL 6- 18' LONG SPOOL (FL x PE) 7- =LAOGE COUPLING ADAPTOR ApJU S -ABLE STEE_ PIP- SUPPORT. 8- APPROIEC C'✓A CD ON MAIN FINE IC HCRIGINTAL POSITION ONLY. (PCR LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) STANCHIONS BOLTED TO FLOOR, BOTTOM OF DDCVA STAL_ BE A MININUAI OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN J FEET MAXIMUM. 1 3 CONCRETE RAUB OR ADJJSTABLE PIPE SIPPORT COLUMNS UNDER DDCVA 9- C.S & Y VALVES r0 BE RESULT SEATED 'MW TAMPER, SNITCHES. ADD WRING IN ACCORDANCE WITH L & I F METERED 3/4 INCH B° -PASS DCVA - BY -PASS METER SHALL BE A 314 INCH S_NNP1 -ECR" SR RON TVE DISPLACEMENT METER EQUIPPED .1. A REMOTE R AO SE \SOR PLATE MOUNTED ON PRE OUTSIDE OF FIRE BUILDING WALL. M- BRAND T`Ta GRAN"' C -ECK VALE. FLANGE \NTH BALL DRIP IN VALET OR OUTSIDE BUILDING 12 Sx G" n o BULL ELBOW TPR 1 N. U 1_' E LIE ED RIPE DEPT. A PUBLIC FIR UL USTED BREAK AWAY CPPS, LOCATE WIELD .,. FEE, NAMMUM of A Pu6uc FIRE HmRArrr. INSIDE BUILDING INSTALLATION FOR AFTER FIELD wsrauATION. MAN DDCVA AND BY PASS DCVA MUST BE TESTED 3 INCH AND LARGER SADSTICTORIL° BY A DEPARTMENT OF -EALTH CERTIFIED BACIF_0'1 ASSEMBLY TESTER TEST REPORT NLS BE SUBMITTED TO CITV 0-- R6N'ON WATER UTILITY DETECTOR DOUBLE; CHECK VALVE ASSEMBLY ENGINEERING DEPARTMENT PRICE TO ACTIVATION BE NEW LINE, INEALL BRASS PLUGS AT AL_ MST COCKS. CITY OF D PLANS RENTGN EST L,T OMAiIE E: 04/04 DWG. NAIVE'. 6117 SP FAGS 8117 FIR- HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COIAPRESSON ­VP_ SUCH AS SLOW VEOALLICfI; M & H 928, MUELLER S:PER CENTUR ON 200, AND WATEROUS PACER 'ANN 6" MECHANICAL JOINT INLET VAT- _UAS. 5 -1/4` MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECPONS NATCNAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF SEATT_E THREADS \NTH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" S7CRZ, ATTACHED WITH 1/8" STAINLESS STEEL CARL -_. " -1 /Y PEN -AGJN OPERATING NET, FIRE HYDRANT TO Be_ FAINTED WT- TWO COATS OF 'AN-. KELLY- MOOVE /PRE5ERVATIVE PLANT Na. 5760 -563 DTA ACRYLIC GLOSS. SAFETY V_LLOW OR APOV PROVED EQUAL, PJIAP_R CONNCCTION TO FACE ROADWAY OR AS CREDITS BY REN70N FIRE DEPARTMENT. FIRE HYJRAN- EXTENSION r0 LEVEL ALL :ROUND 1111 3 RADIUS 4.875' . 5' STIRS cur HYDRANT LOCH -ION IN CUT OR FILL LEVEL ALL GROUND MIN 3' RADIUS CNE MAN ROCK I 6/ F LL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED eln Or FERNICr 4 T.;7 GATN o4 /LIE DWG. NAME: 6102 SP PAGE: 6102 ® UTILITY VAULT" PROJECTED PLATE AREA - 444 Si 660 -CPS MAXIMUM PROCESS FLOW-415 GPM IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI. IS TO 20" BEHIND BACK OF Rebel 2. AVM A -615 Grade 60 6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT CURB OR 12" BEHIND BACK OF Outlet Pipe Size UNDER HYDRANT SIDEWALK 14AT IS ADJACENT TO Utility Structures' 1' ABOVF. FOOD FLANGE. PLACE 8 WILL CURB FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY 1. All Baffles and Weirs To Be Rosati Concrete TWB -PIECE CAST IRON VALVE BOX WITH LUZ TYPE COVCR. 2. Static Water Depth - 4' -D' I 3. Contractor NO 0.33 ft /min. Rise Rate EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION Designed Per Washington Stale Department Of Ecology I 4.675" x 5" SCRZ WITH REGULAR BAS_ SECTION LENGTH TO FIT. VALVE NWT Vii All BLockout Sizes and Locations RATE QUALITY SIZE 110 GPM 10 ppm 60 Micron EXTENSION AS REQUIRED (SEE QVIG BR45 / PAGE BOST). �. I MINdF RAISED PAVEMENT MARKER TYPE 00 AB STIMSONNE T'WO -WAY BLUE. i- CONCRETE B_OCK'.NG __ T� 42" IA TI LEVEL ALL :ROUND 1111 3 RADIUS 4.875' . 5' STIRS cur HYDRANT LOCH -ION IN CUT OR FILL LEVEL ALL GROUND MIN 3' RADIUS CNE MAN ROCK I 6/ F LL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED eln Or FERNICr 4 T.;7 GATN o4 /LIE DWG. NAME: 6102 SP PAGE: 6102 ® UTILITY VAULT" PROJECTED PLATE AREA - 444 Si 660 -CPS MAXIMUM PROCESS FLOW-415 GPM IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI. I. Concrete: 28 Day Compressive Strength It- 4500 psi 6" GALE VALVE (FIE X 61J) AW VA C -509, RESILIENT SEAT Rebel 2. AVM A -615 Grade 60 6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT 16" M 8' x 4' INUH \ 2-3/4" COR- TENSTEEL TIE RODS. SEE SID DETAIL PER TE RODS. CONCRETE BLOCK Outlet Pipe Size UNDER HYDRANT Outlet Plpe EF,,, ion:_Q19.59 —112 VARD WASHED TRAIN ROCK (3"TO 3/9') MIN. Utility Structures' 1' ABOVF. FOOD FLANGE. PLACE 8 WILL 5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL :ROUND 1111 3 RADIUS 4.875' . 5' STIRS cur HYDRANT LOCH -ION IN CUT OR FILL LEVEL ALL GROUND MIN 3' RADIUS CNE MAN ROCK I 6/ F LL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED eln Or FERNICr 4 T.;7 GATN o4 /LIE DWG. NAME: 6102 SP PAGE: 6102 ® UTILITY VAULT" PROJECTED PLATE AREA - 444 Si 660 -CPS MAXIMUM PROCESS FLOW-415 GPM Sediment Weir) LCOa1 -mrg Media SECTION AA STRUCTURAL NOTES: 6' -8" Top Section I. Concrete: 28 Day Compressive Strength It- 4500 psi Top Of Separate, Ele ;1124.12 Rebel 2. AVM A -615 Grade 60 6' -0' Voult 3. Mesh: ASTM A -185 Grade 65 Inlet Pipe Elatdmio19S9 4. Design: ACI- 318 -02 Building Code Outlet Pipe Size UV Co. 2 -3DP GalvO rsetl Outlet Plpe EF,,, ion:_Q19.59 Loading For Underground Precast Concrete Utility Structures' Diamond Plale Co er 5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO INFLUENT CHARACTERISTICS: Oil Specific Gravity: 0.56 GENERAL NOTES: Operating Temperature: 50' 1. All Baffles and Weirs To Be Rosati Concrete Ir,UFmt Oil ConcentmEOn: 100 pi 2. Static Water Depth - 4' -D' I 3. Contractor NO 0.33 ft /min. Rise Rate Seipp and Install All Piping & Sampling Tees Designed Per Washington Stale Department Of Ecology I 1007 �I FLOW EFFLUENT COLLECTED Vii All BLockout Sizes and Locations RATE QUALITY SIZE 110 GPM 10 ppm 60 Micron SCALE: 3/8" l' -0" I EIIA \ / 3/4" Bic. Lift heart 3/4' Ohn Y \ Lift Insert\ 2 Each Side, 2 Sides I ad 2 Sides No. 84R.6 `sk No. 64R -12 No. 84R -18 6' RISER 12' RISER 18' RISER 500 Ib: TVIEW 1.500 as 3/4" PLAN Did, LINE Insert 4 Places In Top Section 11/2" 1 Did. Lift Hole Hold -Down Each Side, 2 Sides For Coalescing Media OP ELEVATION as as INLET I.E. OUTLET I.E. - - - _ Inl Pipe with Sampling g Tee - Outlet Pipe De By Others - EZ d With Smspling Tee 3 a o an Sediment Weir) LCOa1 -mrg Media SECTION AA STRUCTURAL NOTES: INFORMATION NEEDED: I. Concrete: 28 Day Compressive Strength It- 4500 psi Top Of Separate, Ele ;1124.12 Rebel 2. AVM A -615 Grade 60 -oti., Inlet Pipe Size: __ 3. Mesh: ASTM A -185 Grade 65 Inlet Pipe Elatdmio19S9 4. Design: ACI- 318 -02 Building Code Outlet Pipe Size C -857 "Minimum Structural Design Outlet Plpe EF,,, ion:_Q19.59 Loading For Underground Precast Concrete Utility Structures' BASIC DESIGN INFORMATION: 5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO INFLUENT CHARACTERISTICS: Oil Specific Gravity: 0.56 GENERAL NOTES: Operating Temperature: 50' 1. All Baffles and Weirs To Be Rosati Concrete Ir,UFmt Oil ConcentmEOn: 100 pi 2. Static Water Depth - 4' -D' Mean Oil Droplet Size: 130 Microns 3. Contractor NO 0.33 ft /min. Rise Rate Seipp and Install All Piping & Sampling Tees Designed Per Washington Stale Department Of Ecology Grout In AJI Pipes 1007 Fill With Clean Water Priar To "Start -Up' Of System FLOW EFFLUENT COLLECTED Vii All BLockout Sizes and Locations RATE QUALITY SIZE 110 GPM 10 ppm 60 Micron SCALE: 3/8" l' -0" ]29.1 uvauburn.com OR APPROVED EOUAL R= 355014 REC 11il ED CFE M FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS BY I Date BY Date TOP SECTION No. 660 -CPS -T 1,490 lbs. 660 -CPS / 1 Wit �. —.... - -OUTLET PIPE T VAULT No. SBPCPS-S 6,500 lbs. s' -D' -6' — -INLET PIPE With Sampling Tee By Others FOR DETA63, SFE REVMSE SIDE» Irons Shwm Ne Sugea bom Akwerhereed. Issue Nte: January 2Wfi 128 C198S2M6OHca eNCW .lrc RISER EXTENSIONS � 4 /4' Did In _dt Insert FOR USE WITN VAULTS Na. In Traffic Areas rhese faints Must fi44 -tq 40" 48 660 -TA 72" 72" �2,. v7 61" 737' 61" y" r37" \ / 3/4" Bic. Lift heart 3/4' Ohn Y \ Lift Insert\ 2 Each Side, 2 Sides 2 Each Side. 2 Sides No. 84R.6 No. 64R -12 No. 84R -18 6' RISER 12' RISER 18' RISER 500 Ib: L000 lips 1.500 as 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 GHq(i0�2 O O O ys0' G�T'NG ENGroxi / (� ," 2- 3s�-0/q 1 In Traffic Areas rhese faints Must Be Grouted It D> SECTION AA CITY OF RENTON MEPARTMENT OF PUBLIC WORKS AS91ALT STORM DETAILS DATE 7A I I N X 0 a a S U w XI 0 Va V N a N O N n N P d `o Go PR I AD GO 0 N ii SC ar por N / N N / O O O N ti ^ ,V Y/ N 0 r Z m Q W U m