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Home My WebLink AboutS-354501U V J S n n n Q'9 3 LI» W M 53 Wol 02 coi o Iv a B F 3 0 H u i 0 i a iy 0 0 0 w a = Q S -3 o W N ~ $N () Q GO F- Z O N K 12 W 0 0 w TL lzci i IC -L(tle ajIX.2�J mm You SHOWN r4' 5'eweg. C( TC IE �� - EX. SDMH 48" i TOP 8.90 ) 6. IS 9 98.90 (SW) 12° IE 98.75 (E) 12' IE 96.70 (N) 18' IE 96.25 (W) I I, 1.ZI. II H a 9 a d RETEINLET CONCRETE )3,74t (MATCH FG) SIDEWALK S.,\ PLACE WEXTRUDED 741 CONO CURB WITH TAPERED END V 2. \ I \ 5 CD z zz 0 0 n 0 zm F c, �W Q P\ 0. O cy WHEEL O) +, STOP( V 6 Q'9 3 LI» W M 53 Wol 02 coi o Iv a B F 3 0 H u i 0 i a iy 0 0 0 w a = Q S -3 o W N ~ $N () Q GO F- Z O N K 12 W 0 0 w TL lzci i IC -L(tle ajIX.2�J mm You SHOWN r4' 5'eweg. C( TC IE �� - EX. SDMH 48" i TOP 8.90 ) 6. IS 9 98.90 (SW) 12° IE 98.75 (E) 12' IE 96.70 (N) 18' IE 96.25 (W) I I, 1.ZI. II H a 9 a d RETEINLET CONCRETE )3,74t (MATCH FG) SIDEWALK S.,\ PLACE WEXTRUDED 741 CONO CURB WITH TAPERED END V 2. \ I \ 5 ,... TOP 1031 IE 96.031 PE J PL JO °� \ 5 r T: tvrmtNv4.r7TOFY F'IGE. C3UILDIj.I�\/cl /// PER RENTON STD. PLAN .. PLAN 8076.1 12 tN�'f I PA14 6, ca 1..... 1 I '• TYR pE- 6 IMPERVIOUS AREA ANALYSIS EXISTING SITE 6,929 SF (IMPERVIOUS) RE- DEVELOPED SITE 7,029 SF (IMPERVIOUS) PER CITY OF RENTON STORMWATER CODES, WATER QUALITY AND DETENTION ARE NOT REQUIRED. SINCE THE SITE IS RE- DEVELOPMENT POST FIRE, A STORMWATER REPORT HAS NOT BEEN PREPARED. INFORMATION PROVIDED IN THIS DESIGN REGARDING EXISTING CONDITIONS SUCH AS ELEVATIONS AND EXISTING FEATURES WAS PROVIDED BY RICHARD WYRICK, GENERAL CONTRACTOR. J3ME PROVIDES NO GUARANTEE OF THE ACCURACY OF SAID INFORMATION OR OUR INTERPRETATION AND USE OF IT.', MODIFICATIONS AND ADDITIONAL INFORMATION HAVE BEEN ADDED THROUGH SITE RECONNAISANCE BY J3ME HOWEVER THIS INFORMATION IS NOT SURVEY ACCURATE, BUT IS PROVIDED AS A GENERAL GUIDE FOR CONSTRUCTION. THIS PLAN HAS BEEN PREPARED FOR THE SPECIFIC GRADING AND DRAINAGE SYSTEM MODIFICATION SHOWN AND MAY NOT BE USED FOR ANY OTHER PURPOSE. a , Q ° per( `• j W PN u 6' IE 99.00 1� it ;o EX. FIRE B HYDRANT O'(o 50` EX. 08, TYF E 1_ TOP 100.71 IE 9275 CONNECT ^ 0 EX. C8 CORE -DRIL OPENING & PROVIDE ATER TIGHT SEAL. CUR 3&GUTTER TO BE REPI ACED PER RENTON Sl D. PLAN MUS, EX FIRE HYDRANT' W z d � 1 \ c, w \ Z P\ J00 WHEEL +, STOP( ,... TOP 1031 IE 96.031 PE J PL JO °� \ 5 r T: tvrmtNv4.r7TOFY F'IGE. C3UILDIj.I�\/cl /// PER RENTON STD. PLAN .. PLAN 8076.1 12 tN�'f I PA14 6, ca 1..... 1 I '• TYR pE- 6 IMPERVIOUS AREA ANALYSIS EXISTING SITE 6,929 SF (IMPERVIOUS) RE- DEVELOPED SITE 7,029 SF (IMPERVIOUS) PER CITY OF RENTON STORMWATER CODES, WATER QUALITY AND DETENTION ARE NOT REQUIRED. SINCE THE SITE IS RE- DEVELOPMENT POST FIRE, A STORMWATER REPORT HAS NOT BEEN PREPARED. INFORMATION PROVIDED IN THIS DESIGN REGARDING EXISTING CONDITIONS SUCH AS ELEVATIONS AND EXISTING FEATURES WAS PROVIDED BY RICHARD WYRICK, GENERAL CONTRACTOR. J3ME PROVIDES NO GUARANTEE OF THE ACCURACY OF SAID INFORMATION OR OUR INTERPRETATION AND USE OF IT.', MODIFICATIONS AND ADDITIONAL INFORMATION HAVE BEEN ADDED THROUGH SITE RECONNAISANCE BY J3ME HOWEVER THIS INFORMATION IS NOT SURVEY ACCURATE, BUT IS PROVIDED AS A GENERAL GUIDE FOR CONSTRUCTION. THIS PLAN HAS BEEN PREPARED FOR THE SPECIFIC GRADING AND DRAINAGE SYSTEM MODIFICATION SHOWN AND MAY NOT BE USED FOR ANY OTHER PURPOSE. a , Q ° per( `• j W PN u 6' IE 99.00 1� it ;o EX. FIRE B HYDRANT O'(o 50` EX. 08, TYF E 1_ TOP 100.71 IE 9275 CONNECT ^ 0 EX. C8 CORE -DRIL OPENING & PROVIDE ATER TIGHT SEAL. CUR 3&GUTTER TO BE REPI ACED PER RENTON Sl D. PLAN MUS, EX FIRE HYDRANT' W z d � 1 w P\ I H' Q - -3 ` CONCRE INLET Q �� T.,PAOI.7 (MATCH FG) IE 98.71 {/ T} PER RE N STD. \ / ., PLAN 8401 (TYP.) N ROOF DRAIN e 1 %MIN. tIi' II Q1 a A et 1/Z , EX. FIRE I HYDRANT L O a 90, GRAPHIC SCALE 10 0 5 10 I I✓ SCALE IN FEET IQZ '+ 1 2 1 KCURB CONTP,A.CTION JOINT N SNEVIALK ONLY PAIJSJO\ JOINT N BOTH A\D SIDFWAIK JO NT AND. TIN SI I CFTAII SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE PINY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRESONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER, 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO OFARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR OWSITE EROSION HAS PASSED. 7. ALL RETEMTON /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MUTES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFt TON R R CA TT ROAD AND BRIDGE CONSTRUCTION. THIS, SHALL ASW WELL AS PLACEMENT COMPACTION TRENCH REQUIRED IN THE TOP OF THE FOUNDATION M GRADE., AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MMEIRIAL� UNIFORMLY TO UNIFORM GRADE $0 THAT THE ENTIRE LENGTH LL THE PIPE WILL BE SUPPORTED , WITHH ON A UNIFORMLY DENSE, UNYIELDING BASE. All BE COMPACTED BEADING SHALL BE APWA %M "C", WITH THE IXCEPTION OF PVC PIPE. ALL TRENCH AND 90-k BA OTHERWISE R ASMPACTEDTO MINIMUM 95SEMING AND STRUCTURAL FILL AN090% OTHERWISE PER ASTM D 155] -]0. PEAGRAVEL BEDDING SHALL BE 6INCHFS OVER AND UNDER WC PIPE, 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACRFTIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11, STRUCTURES SHALL NOT BE PERMITTED WITHIN IO FEET OF THE SPRING LINE OF MY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 010 FEET BELOW PAVEMENT LEVEL 13, OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BURDING/PUBLIC WORKS ADMINISTRATOR 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8INCH ROCK 140 - 70 %PASSING; 2 - 4INCH ROCK / 30.40 %PASSING, AND LESS THAN 2INCH ROCK 110 - 20% PASSING. 15. Al BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTEO TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THECOY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION, ANACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING F WT GO THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION, 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LiABill'TY CONNECTED WITH STORM SURFACE WATERDISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPTABY OBLIGATION FORTHE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PER"ORMANCE OF WORK COVERED BY THE COMPACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07 -23 TRAFFIC CONTROL SHAH APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BER D EQUIRE If THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (PPA) 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE {ONMUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PM(S) SHAH BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST SE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE 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 COMPLETE AND POTENTIAL FOR OWSITE EROSION HAS PASSED. 114E IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND AMMONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSISTLITY OF THE PERMITEE. 22. THE EROSION MD SEDIMENTATION CONTROL MS Y DEPICTED 551E IONS. S CONSTRUCTION AN PRO INTENDED TO D BE MINIMUM REQUIREMENTS L CONDITIONS ANTICIPATED SITE PERMIT0N5. LS CONSTRUCTION PROGRESSES AND UNEXPECTED TA SEASONAL CONDITIONS DICTATE, THE PE NECESSARY T SMALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL G THE COURSE WELL BEONSTR CONSTRUCTION, ENSURE COMPLETE SILTATION CONTROL ON THE NSIBI POSED SITE. DURING TREAD TIES ANY NEW TRUC DITI N SHALL EMS OBLIGATION AND RESPoTIES AND OF THE PROVIDE ADDITIONAL TO ADDRESS ANY NEW CONDITIONSTHAT MAY BE CREATED TITHE NEEDED, T PR07E T ADJACENT AT PROPERTIES FACILITIES, OVER AND ABOVE MINIMUM ING DRAINAGE SYSTEM. M0.. BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY ATTIRE RECEIVING DRAINAGE SYSTEM. 23. APPROVALOF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROLONLY. ITDOESNOTCONSRTUTEM APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESMICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER IST THROUGH APRIL 30TH, Al PROJECT DISTRIBUTED SOILAREAS GREATER THAN SAW SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORD( IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STASTLTlED WITH MULCHING, GRASS TAKING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE, SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE REPARTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CID' OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 26. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH allMS 6INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES, 27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X B INCHES OF 4 TO 6 INCH QUARRY SPAU.S SMALL BE LOCATED AT Al POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE, VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION: RENTON HIGHLANDS #2 CORRECT PLAT LOT 2 RENTON SP 188 -78 iREC AF # 7808170836 SD PLAT DAF BLK 33 RENTON HIGHLANDS #2 CORREC[ED PLAT TGW FOR OF RENTON HIGHLANDS PLAT LY E OF E MGN OF H ST LESS POR OF SD BLK 33 DAF BEG NLY CDR OF SO BLK 33 AT NXN OF SLY LN OF NE 10TH ST & SELY LN OF 20 FT PLANTING AREA ALG SE LN OF NE SUNSET BLVD TH S 35 -41 -33 W ALG SE LN OF SD PLANTING AREA 214.38 FT TO CRV TO RGT TH CONT ALG SD SE LN OF PLANTING STRIP & ALG CRV TO RGT WITEII� RAID OF 459.51 FT DIST OF 50.41 FT TH S 7 -39 -07 E 297.97 FT TH N 55 -35 -23 E 47.83 FT TH S 31 -09 -37 E 78.15 FT TH N 54 -03 -28 E 265.35 FT TH N 1 -58 -51 E 60.18 FT TAP ON SELY LN OF NE 10TH ST TH N 54 -35-42 W 229.11 TO POB AND LESS FOR OF SD BLK 33 DAF BEG AT NE COR OF SD BLK 33 TH NWLY ALG S MGN OF NE 10TH ST ON CRV TO RGT WITH RAD OF 930 FT DIST OF 212.93 Ff TO POT TH N 54 -35 -42 W 32.07 FT TH S 5 -09 -24 W 240 FT TH S 65 -27 -01 E 2}15 FT TAP ON WLY MGN OF 1 ST SD PT BEING 220 FT SLY OF NE COR SD BLK '.33 TH N 2 -51 -18 E ALG SD WLY MGN 220 FT TO TPOB & LESS POR CONDEMNED IN KCSC CAUSE NO 744378 FOR ST PURPOSES DATUM: ASSUMED OWNER: DAVID AND CHRISTINA LAL 8933 SE 54TH STREET MERCER ISLAND, WA 98040 ' PROJECT MANAGER: RICHARD WYRICK 2132011TH PLACE WEST LYNNWOOD, WA 98036 (425) 478 -0355 CIVIL ENGINEER: 13 MECUM ENGINEERING, INC. 1375 MALL STREET, SUITE 3 ISSAQUAH, WA 98027 (425) 313 -1078 CONTACT: EDWARD MECUM, E UM, P.E. SECTION, TOWNSHIP & RANGE: NW 1/4, SEC, 9, T. 23N., R. 5E., KC PARCEL NO. 7227801028 SITE AREA: 7,029 SF /- SROOMFD FINISH 4" NICE, =FRI F \�\ / � 'ROVlFI FC = fRIMFTFR SLOPE ROUNONZ - VARIES (SEE CONTRA -) A WHEN SPCCITICD / MIVIA.UC NAY BE ADJACENT > \IN CONTRAC- / TO A WALL IS DETAIL) \, r�o� SIDEWhOC 000 VARIES - 6' 0" NIN. J/ C (SFF CONTRACT) EN P -' "URB AND GUTTER SHOWN) r-1/2" R. (TIP.) ^IHRR NOT NOT INCLUDED IN BID ITEM �+ r-- NCLUDED / r N BID ITEM -`x 1/4..' PiEMULUEU� .JOINT FlI FIR CF_M=NT CONCRETE SIDEWALK A.DJACC\T TC CURB CEMENT CONCRETE SIDEWALK C.O.R. DETAIL F005 NOT TO SCALE R 3545o1 C0- 354F501