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Home My WebLink AboutR-374401w z U w a. F_ F_ I- I- d) Co CL a (L 0 Z_ J z w U) m w I- z w U z O I- z w RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA L1 11► it VINTAGE CANDO E 3424 VIA "TO. 991E 201 NEWPORT BEACH. CA 92663 949.715.7099 FAX 949258.5264 CONTACT: CHRISTOPHER SANTORO CONSULTANTS ARCHITECT CIVIL ENGINEER CHARLES MORGAN R ASSOCIATES CG ENGINEERING 7301 BEVERLY LANE 250 4TH AVE S, 5111E 200 EVERETT, WA 98203 EDMONDS, WA 98020 425.3512888 425.778.8500 FAX 778.5536 CONTACT: CHARLES MORGAN CONTACT: JARED UNDERMINK LEGAL DESCRIPTION BASIS OF BEARING PARCEL D OF CITY OF RENTON, LOT LINE ADJUSTMENT NIL. LUA- 99-0174LA, ACCORDING RECORD OF SURVEY AFN 9905129006 TO SURVEY RECORDED APRIL 6, 1999 IN MALE 128 OF SURVEYS AT PAGE 275, 275A, CONTROL YONUYENTATION SHOWN AS 275B AND 275C UNDER RECORDING NIL. 9901069001, N KING COUNTY, WASHINGTON; THE BEARING OF NORTH 672715' EAST BEING A PORTION OF HENRY H. TOBN DONATION LAND CLAIM NUMBER 37. AND OF C4 GOVERNMENT LOT 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, C5 WILLAMETTE MERIDIM, AND OF TRACT 1, 2, 3 AND 4 OF SUPREMANTAL MAP OF RENTON DATUM SHORE LANDS, ACCORDING TO THE MAPS ON FILE IN THE OFFICE OF THE COIMISIOEFR OF C7 SHEET INDEX Cl I COVER SHEET do GENERAL NOTES C2 GENERAL NOTES C3 TEMPORARY EROSION CONTROL PLAN C4 TEMPORARY EROSION CONTRCL DETAILS C5 GRADING AND DRAINAGE PLAN 06 GRADING AND DRAINAGE DETAILS C7 GRADING AND DRAINAGE DETAILS C8 WATER AND SEWER PLAN CSI WATER AND SEWER DETAILS CIO WATER AND SERER DETAILS C11 STREET IMPROVEMENT PLAN C12 STREET IMPROVEMENT DETAILS ® CAUTION I 9NPDES CONSTRUCTION PERMIT REQUIRED CALL BEFORE YOU DIG I FOR PROJECTS WITH LAND DISTURBANCE BURIED UTILITIES DUST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1 -800 -424 -5555 PUBLIC LANDS, IN OLYMPIA, WASHINGTON. NAVD 88 APPPFRR GEO AA�gAATipM I�NC PPAAglc� SURVEYS, INC SITE DISTURBANCE IMPERVIOUS AREA 19023 36TH AVE W, SUITE D PO BOX 13619 .167 ACRES EXISTING 137,214 SQUARE FEET LYNNWOOD, WA 98036 MILL CREEK, WA 98082 1Q DEVELOPED: 11 8,048 SQUARE FEET 425.582.9928 FAX 425.5829930 425.508.4951 FAX 425. 357. 3577 DESCRIPTION 9NPDES CONSTRUCTION PERMIT REQUIRED CONTACT: ROB ROSS CONTACT: DARREN RIDDLE / APPROVED BY: - (/N FOR PROJECTS WITH LAND DISTURBANCE GENERAL NOTES DATE:$ • 11 • 141 PROPERTY LINE OF I ACRE ON MORE - - ABN (ABANDONED SIILFAOF aim STAIDMD PLAN MURES 1. DEE NOTES SHALL APPEAR OR PROJECTS FOR THE SURFACE WATER UTILITY. 22 DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS 6. THE EFDSOM AND SEDDUNTATI N CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE NIBaED TO BE ADJACENT PROPERTY LINE APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOIOWNG MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSIRUCTWN PROGRESSES AND 2 BEFORE ANY CONSTRICTION OR DEROI`MENT ACTIVITY OCM A PRE - CONSTRUCTION MEETING MUST BE HELD A EACH WHET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION OR THE LOT, SO AS TO SERVICE ALL UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PEAIBIEE 9RNL ANTICIPATE THAT MORE EROSION AND BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAWS, AND ANY OTHER SURFACE OR SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONIR(IL ON THE SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE EACH OUTLET PROPOSED SITE WANG 711E COURSE OF CONSTRUCTION• IT SHALL BE THE OBLIGATI AND RESPONSIBILITY OF 1 ALL DESIGN AND CONSTRUCTION SHALL BE N ACCORDANCE NTH THE RENTON MUNICIPAL CODE (RMC). THE A SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED SIORMWATER CONVEYANCE SYSTEM OR TO THE PERQTEE TO ADDRESS ANY NEW COOCIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE TEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, MIDGE AND MUNICIPAL CONSTRUCTION PREPARED AN APPROVED OUTFALL LOCATION. ADDITIONAL FACILITIES. DYER AND ABOVE WNW REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT- HIGH, 2' X 4' STAKE MARKED ' STORY' OR PROPERTIES AND WATER QUALITY OF THE RECEIVING "AGE SYSTEM. PIER WORKS DEPARTMENT. R SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE 'DRAIN'. THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, ARID BE SECURED TO THE STALE. 7. APPROVAL OF THIS PLAN IS FOR EtOSOM/SEDMIENTATOM CONTROL ONLY. R DOES NOT CONSIITUTE AN PROFESSIONAL CM. ENGINEER TO CORRECT ANY ERROR, MOM OR VARIATION FROM THE ABOVE C. PPE MATERIAL SHALL CONFORM TO UNDERMAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE APPROVAL OF STORY DRAINAGE DESIGN, S12E NOR LOCATION OF PIPES, RSTRICIORS, CHANNELS, OR RETENTION REQUIREMENTS I= N THIS PLANS. AL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. WATER DESIGN MANUAL AND, IF NCN- METAUG THE PIPE SHALL BE PLACED IN A TRENCH NTH A TRACING FAUTIM PIV -.. - -- R WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. SANITARY SEWER LINE 4. APPROVAL OF THIS ROAD. ORA K PARKING AND DRAINAGE PLAN DOES NOT CONSIITUTE AN APPROVAL OF D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS 8. ANY AREAS OF EXPOSED SOS, INCLUDING ROADWAY EMBAHOE317S THAT WILL NOT BE DISTURBED FOR TWO ANT' OTHER OOLSIRUC110N (E.G. DOYESAC WATER CMVEYAACE. SEWER COMVEYMCE, GAS, ELECTRICAL THROUGH INDIVIDUAL LOTS. DAYS DIVING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 301H) OR SEMEN DAYS DINING THE DRY ETC.)TE SIRACE WATER OUNAGE SYSTEM SHALL BE CONSTFI ICIFD ACCORDING TO THE REPROVED PLANS, E THE APPUCANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBO T SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STAMM WITH THE APPROVED ESC COYER WICK ARE ON FILE N WITH THE CRY. ANY DEVIATION FROM THE APPROVED PLANS WILL REWIRE WRITTEN CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E0. PONE. GAS, TELEPHONE, TELEVISION). LEIM (EO, SEEMING MULCING, PLASTIC COVERING. ETC.). APPROVAL FROM THE CITY OF RENTON RUE WORKS DEPARTMENT SURFACE WATER U11UTY SECTION' F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS G STOW DRAINAGE PIPE SYSEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL RQUBFMff B APPLY M AL CONSTRUCTION SITES DIP DISCHARGE LINES USED M DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACIRM CLEARING BETWEEN OCTOBER 1 AND MARCH 30 NCU9VE, UNLESS OTHERWISE APPROVED BY THE CITY L GRADING ACTIVITIES (SITE ALTERATION) ARE UNITED TO THE HORS OF 7 A.Y. TO 7 P.M. MONDAY TRRWGH PREVENTION OR A CHECK VANE MUM AN ADAIMENT PROCESS SATURDAY AND NO WINK ON SUNDAY IS AI AWED, IR ESS OTHERWISE APPROVED WITH A WRITTEN DECISION ELEVATION - -- 10. COYER MEASURES WILL BE APPLIED N CONFORMANCE WITH APPENDIX D OF TIE SURFACE WATER DESIGN BY THE CITY OF RENTON. 21 ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST MANUAL EOP DEMONSTRATE ONE OF THE FOLLOWING THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED M 7. IT SHALL BE THE APRICANYS /CONTRACTOR'S RESPONSIBILITY TO OBTAIN AL CONSTRUCTION EASEMENTS MAINTAIN THE MOISTURE CAPACITY OF THE SILL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE 11. ANY MEA NEW ESC MEASURES, NOT REQUIRING IMMMATE APDM, SHALL BE ADDRESSED WHIN SEVEN NECESSARY BEFORE INITIATING OF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO IXNSIRUC110N. MOISTURE CAPACITY. (7) DAYS. EX 24. PROOF OF LIABILITY INSURANCE STALL BE SUBMITTED TO THE CITY PRIOR M CONSTRUCTION POW ISSUANCE 12. THE ESC FACILITIES ON MOVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF VICE A MONTH & FRANCHISED UR11ES (N BITER INSTALLATIONS THAT ARE NOT &BONN ON TEST. APPROVED PLANS SHALL NOT RIGHT OR WITHIN 24 HOURS FOLLOWING A STORY EVENT. BE CONSTRUCTED TRUSS AN APPROVED SET OF RIMS THAT MEET AL RWIREMENTS OF CHAPTER 4 OF THE 2S ISSUMCE OF THE BUILDING PERMITS BY TUT. CITY NE DOES NOT RELIEVE SURFACE WATER DESIGN MANIA. ARE SUBMITTED TO THE CITY OF RENTON LE AL OBLIGATION TE WITH AT OWNER OF THE CONTINUING LEGAL OBLIGATION MD /OR LIABILITY CONNECTED WTU SIIXN SURFACE WATER OWNER O 11 AT NO TIME STALL MORE THAN ONE (1) FOOT OF SEDIMENT R ALLOWED TU ACCIAAILAIE WITHIN A CATCH 9. DATUM SHALL BE RAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. RFERERCE BEN061ARK DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT MY OBLIGATION FOR THE PROPER BASIN. AL CATCH BASINS AND CONVEYANCE LEES SHALL BE CLEATED PRIOR TO PAYING. TIE CLEATING AND ELEVATIONS ARE NOTE) ON I E PLANS. FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED WRING CONSTRUCTION. OPERATION SHALL NOT RUSH SB IMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. ANY DEWATERNG SYSTEM NECESSARY FOR RE CONSTRUCTION OF SIDAYWATER FACILITIES MUST BE SUBMITTED 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE 14. DINING THE TIME PROD OF WrM 1ST THROUGH MARCH 301H, ALL PROJECT DISTRIBUTED SOIL AREAS TO THE CITY FOR REVIEW AD APPROVAL EQUIPMENT, FLAGC4R5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE GREATER THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOOKS, STALL BE COVERED BY MARCH, -._ PUBLIC, AND M PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. MY WINK WITHIN THE SODDING OR PLASTIC COVERING. It AL UTILITY TRENCHES AND ROADWAY SIBGUADE SHALL BE BAgO1EED AND COMPACTED TO 95 PERCENT TRAVELED RIGHT -OF-WAY THAT MAY INTERRUPT NOVA. TRAFFIC FLOW STALL ROAR A TRAFFIC CONTROL 15. MY PERMANENT REIENTOM/OEIENTON FACILITY USED AS A TBP(NARY SETTING BASIN SHALL OF MODIFIED MY DENSITY, STANDARD PROCTOR. PLAN APPROVE BY THE PUBLIC COORS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. AL SECTIONS OF WATER LINE - - WA - - - WA THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 1FE NECESSARY EROSOM CONTROL MEASURES AND SHAT PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 12 OPEN CUTTING OF OWN ROADWAYS FOR NON - FRANCHISED UTILITY OR SON DRAINAGE WORN IS NOT I FLANGE I F ET/F00T POW" FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST ALLOWED UNLESS SEEI FICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS 27. PROJECT LOCATED WTHN THE AQUIFER PROTECTION ARA (MA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE RE FINAL GRADE OF ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3 -050). TE PERMANENT FACTORY. STANDARDS. SO SQUARE FIR HYDRANT 11 PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SIAM SE RIEYED 1D 11 ALL SD ENTATION/ER090N FACSTIES MUST BE IN OPERATION PRO TO CLEARING AND BUILDING GV MOM WHICH ONES CM BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISIUDED AREAS STALL BE CONSTRUCTION, AND THEY MIST BE SARSFACIORLY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE 1. TEST. NOTES SHALL APPEAR FOR ALL PROJECTS -SITE NPROVE11EN1S SURFACE WRIER UITI; WASIEWAIER THESE OR ALL SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE NET TAX A SIM MM OF THOSE AREAS TO BE SEEDED AND TRH ARIAS TO REMAIN UNCOVERED STALL BE SBUTIED TO THE CITY OF RENTON FOR EM. POTENTIAL FOR ON-SITE EROSION HAS PASSED. WAFER UTILITY, ARIL TRANSPORTATION PIONS - - T 14 AL RETFNIION/DETFNIION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCWRS, A PIE - CONSTRUCTION MEETING MUST BE HELD IB1 ERRALNOIES WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY PLANS FOR WATER UTILITY SECTION. o STRUCTURES 90 AS BRDGES, VAULTS AND RETAINING WAYS REQUIRE A SEPARATE WEN AND APPROVAL 1 THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE BY THE CITY PIIOR TO CONSTRUCTION. 15. AL PPE AND APPURTENANCES BULL BE LAD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO C(NSTRUCIDN IN STATION THE WPoENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROM AND BRIDGE CONSTRUCTION. THIS ACCORDANCE WTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EOSON CONTROL ROOKERIES SHALL INCLUDE NECESSARY LEVBNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS CONSTRUCTION. WRING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE SHALL NOT BE CONSTRICTED TO SERVE AS RETAINING WALLS. AL ROOO1tES IN CITY ROAD ROUT -OF -WAY TOLL AS PLACEMENT AND COMPACTION OF BONED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE PERMITTED. THE CLEARING LIMITS SHAT BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE STALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS ROOKERIES OUTSBE OF ROM RIGHT-OF-WAY MR LENGTH OF THE PPE WILL BE SiffORIED ON A LI FO6LY DENSE, UNYIELDING BASE. AL PPE DURATION OF CONSTRUCTION. SOUL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. BAILING SHALL BE APWA CLASS T', WITH THE EXCEPTION OF PVC PIPE IE INVERT ELEVATION 16. STEEL PIPE SHALL BE AUfBi'FD, OR GALVA M) WITH ASPHALT TREATMENT j1 OR BETTER INSIDE AND 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND !STEEL 90' BEND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS CONSTRUCTED WHEEL WASH GJ gR58E. SYSTEMS OR WASH PADS MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK ILENGTi/LINE I - - 17. ALL MANAGE SIRUCT IFS, SUCH AS CATCH BASINS AND MALHOES SOUL HAVE SOLID LOCKING LIDS ALL OUT TO ROM RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THRUST BLOCK - DRAINAGE STRUCTURES ASSOCIATED WITH A PENMENT RRNTDN/OETWON FACILITY STALL HAVE SOLID S ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIM ♦ LOOM LIDS TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SOOT TO SURFACE WATER, j LINEAL FOOT 18. BUILDING ARID OTHER STRICTURES SILL BE PLACE) IN ACCORDANCE WITH TABLE 41 EASEMENT WIDTHS AND DRAINAGE SYSTEMS AND ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACILITIES STALL BE MANTANE) 'IMP OF CUB BUILDING SEIBACIKS LNES. IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND LOW POINT -.. LEFT MAXIMUM MECHANICAL 19. ALL CATCH BASIN ORATES SHALL BE DEPRESSED 0.10 FEET BEIM PAVEMENT LEVEL. ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITFE TOP OF WALL TOP ELEVATION TYPICAL VERTICAL CURVE 20. ALL DRIVEWAY COVERTS LOCATED WITHIN CITY OF RENTON RIGHT-DF -WAY STALL BE OF SUFFICIENT LENGTH ° m TO PROIIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROC( TOP I TYP ASPHALT PAVEMENT FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROC( ..;2; ,sz a1 <. _.r CRUSHED SURFACING PLACED TO A DEPTH OF OE (1) FOOT AND MUST MEET THE FO LOWING SPECIFICATIONS: ......... . VC 4 - 8 NCH ROCK / 40 - 70% PASSING` 2 - 4 NOU ROCK / 30 - 40% PASSING AND MH MIN�YNNUY - MANHOLE -_ LESS THAN 2 NCR ROCK / 10 - 20% PASSING. W/ WE I WITH WATER METER MYLAR SUBMITTAL x20.0 JPU 08 07 14 TT - - POWER LINE GASLINE SIGN - I: - - - L - - - E E PERMIT RESUBMITTAL JPU 07 24 14 GG 10 =30' 21. AL BUILDING DOWNSPOUTS AND FOOTING MANS SNAIL BE CONNECTED TO THE STOW DRAINAGE SYSTEM, n PERMIT RESUBMITTAL JPU 07 01 14 UNLESS APPROVED BY THE CITY PLAN RVEWR OR SURFACE WATER UTILITY SECTION. M ACCURATELY �r7 ER °PW10 DIMENSIONED. CERTIFIED AS-WLT DRAWNG OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON PERMIT RESUBMITTAL JPU 04 30 14 GOWN. 250 47H AVL 5.. SURE 200 EDMONDS. WASHINGTON 911020 PERMIT SUBMITTAL JPU 12 23 13 ram91A I 1 I PHONE (425) 771 -5500 � M WH TAX (�) 77 NIL. REVISION BY DATE APPR �^ PROJECT SITE 5 401St 5 LEGEND DESCRIPTION DUSTING PROPOSED / APPROVED BY: - (/N DATE: 8-11-14 ABBREVIATIONS APPROVED BY: DATE:$ • 11 • 141 PROPERTY LINE - - - - ABN (ABANDONED YJ MON NTS OC (MECHANICAL JOINT I MONUMENT NOT TO SCALE -.__ -- ON CENTER ADJACENT PROPERTY LINE - - - - BDG I BUILDING CENTERUNE - - BOW BOTIOI OF WALL CLEARING LIMITS SEDIMENT BARRIER -. -_ -- -CONTOUR LINE FENCE - CB CMP 00 (XNC COUNT W YD DDCVA CENIEIINE CATCH BASIN CORRUGATED METAL PIPE aEA OUT CONCRETE CONSTRUCTION (WRFC YARD -X-X- PC POINT OF CURVATURE -100 -- - ❑ - ❑- ❑ - - -__ -s;- ss (Oj - > SD > SD - R R R - F - - F - - - F - -- p r - -- -... _ -- - (L]� PI POINT OF INTERSECTION ❑ ❑ ❑ X55 ->~SS- Q PIV -.. - -- R POST INDICATOR VALVE SANITARY SEWER LINE - -- PROPERTY LINE MANHOLE PT POINT OF TANGENCY STORY DRAIN MAIN PVC PM PWT PVT R REINF RJ (POINT OF VERTICAL CURVE PINT OF VERTICAL (INTERSECTION (PAVEMENT POINT OF VERTICAL TANG RADIUS REMOMIENT RESTRAINED JOINT STORY DRAIN PIPE - DWBIE DETECTOR CHECK VALVE ASSEMBLY __._.. -R-R- -F-F- _P _P_ ■ _ - Q -- ROOF DRAIN DIAMETER (DUCTILE IRON PPE (EACH _. EXPANSION JOINT -_ - FOOTING DRAIN DIP PRESSURE LINE EA CATCH BASIN (TYPE 1) EJ CATCH BASIN (TYPE 2) ELEV ELEVATION - -- CLEMOUT U EOP EDGE OF PAVEMENT NET RETAINING CLEANOUT AND WYE � �` EX EXISTING FIT RIGHT GRADE BREAK - - - - - - - FDC FILE DEPT. CONNECTION SD STORY DRAIN SURFACE SWALE - FFE _- FINISHED FLOOR ELEVATION SECT SECTION DRAINAGE ARROW -._ -'• FH FIRE HYDRANT SDYH STORY DRAIN MANHOLE WATER LINE - - WA - - - WA WAWA- FL FT I FLANGE I F ET/F00T SIM SIMILAR WATER METER I u N SO SQUARE FIR HYDRANT GV I GATE VALVE SS SANITARY SEWER FDC _ -'o' - - - T HP HIGH POINT SSMH (SANITARY SEDER MANHOLE PIV o HT HEIGHT STA STATION GATE VALVE x Z ID INSIDE DIAMETER STD STANDARD TEE ,_L, IE INVERT ELEVATION SR !STEEL 90' BEND ,I GJ L ILENGTi/LINE I - - TB THRUST BLOCK - THRUST BLOCKING n ♦ LF j LINEAL FOOT TOC 'IMP OF CUB CAP LP LT MAX MECH LOW POINT -.. LEFT MAXIMUM MECHANICAL TOW TOP OF WALL TOP ELEVATION TYPICAL VERTICAL CURVE CONCRETE PAVEMENT ° m TOP I TYP ASPHALT PAVEMENT ..;2; ,sz a1 <. _.r CRUSHED SURFACING ......... . VC ROCKERY SPOT ELEVATION MH MIN�YNNUY - MANHOLE -_ W/ WE I WITH WATER METER f -20.0 x20.0 TELEPHONE LINE - - - - - - I - - - i - TT - - POWER LINE GASLINE SIGN - I: - - - L - - - E E - c - - -c - -c- GG n R- 314401 CITY OF RENTON APPROVED BY: DATE: BI(R / t4 / APPROVED BY: - (/N DATE: 8-11-14 APPROVED BY: DATE:$ • 11 • 141 APPROVED BY: DATE- > CITY OF U13006707 RENTON CENTER SENIOR LIVING RENTON 625 RENTON CENTER WAY DATUM RENTON, WA Planning /Building /Public Works Dept. COVER SHEET AND GENERAL NOTES C D' {'Z - -7� -/ 4 L/ O mmil 07/01/14 C1 1