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STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 CONDITIONS OF APPROVAL: THE PROPOSED PRELIMINARY PLAT AS DEPICTED IN STAFF REPORT EX. 3 AND DESCRIBED IN THIS DECISION IS CONSISTENT WITH ALL APPLICABLE REVIEW CRITERIA AS OUTLINED ABOVE, SUBJECT TO THE FOLLOWING CONDITIONS. 1. THE APPLICANT SHALL COMPLY KITH MI TIGA TION MEASURES ISSUED AS PART OF THE MI TIGA TED DETERMINATION OF NON—SIGNIFICANCE FOR THE PROPOSAL. 2. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. J. ALL L 0 T CORNERS A T INTERSECTIONS OF DEDICA TED PUBLIC RIGH TS— OF— WA Y, EXCEPT ALLEYS, SHALL HA VE MINIMUM RADIUS OF FIFTEEN FEET (15'). 4. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DE VEL OPMEN T. 5. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES THOSE UTILITIES TO BE LOCA TED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 6. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBV IA TE THE NECESSI TY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7. THE APPLICANT SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PLAT APPROVAL. 8. CITY STAFF SHALL INVESTIGATE WHETHER THE PROPOSED 156TH AVE CROSSING FOR SCHOOL CHILDREN IS SAFE IN TERMS OF LIGHTING AND STOPPING DISTANCE. STAFF SHALL REQUIRE FURTHER MI TIGA TION AS NECESSARY TO ENSURE SAFE WALKING CONDITIONS FOR CHILDREN WALKING TO THE SCHOOL BUS 9. THE PROPOSED STUB ROAD SHALL INCLUDE A TEMPORARY TURN AROUND AS REQUIRED BY RMC 4-7-150(G) IF THIS IS NOT ALREADY PROPOSED. 1. THE APPLICANT SHALL COMPLY WIN THE MI TIGA TION MEASURES ISSUED AS PART OF THE REVISED DETERMINATION OF NON—SIGNIFICANCE MI TIGA TED, DA TED MAY 19, 2014. 10. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE AND DETACHED GARAGE PRIOR TO FINAL PLA T RECORDING. 11. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MA NA GER PRIOR TO CONS TRUC TION PERMIT ISSUANCE, INCLUDING A 10—FOOT LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF THE STORM DRAINAGE TRACT (TRACT A). 12. THE LANDSCAPED VISUAL BARRIER AROUND THE PERIMETER OF TRACT A SHALL BE INSTALLED PRIOR TO RECORDING OF THE FINAL PLAT. STREET FRONTAGE LANDSCAPING SHALL BE INSTALLED PRIOR TO CER77FICA TE OF OCCUPANCY FOR THE NEW SINGLE FAMILY RESIDENCES 13. AN EASEMENT FOR TREE PROTECTION SHALL BE RECORDED ALONG THE EAST PROPERTY LINE TO PROTECT THE TREES AVAILABLE FOR RETENTION (AS DETERMINED BY THE CITY OF RENTON ARBORIST). THE EASEMENT SHOULD BE OF SUFFICIENT WIDTH TO ADEQUA TEL Y PROTECT THE TREES IDENTIFIED FOR PROTECTION, HOWEVER STAFF RECOMMENDS THAT THE EASEMENT WIDTH BE PERMITTED TO VARY BASED ON THE WIDTH OF THE STAND OF TREES PROPOSED TO BE RETAINED. SUCH EASEMENT SHALL BE IDENTIFIED ON THE FACE OF THE FINAL PLA T 14. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION IDENTIFYING ALL THE TREES TO BE RETAINED, AS DETERM,NED BY THE CITY ARBORIST. 15. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER. 15. THE PLAT MAP SHALL BE REVISED TO SHOW TRACT B AS DEDICATED RIGHT—OF— WA Y. THE REVISED PLA T MAP SHALL BE SUBMI TIED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE FINAL PLAT. 16. SECONDARY REVIEW MA Y BE REQUIRED FOR THE POND WITH BOTH STRUCTURAL ENGINEER AND GEOTECH ENGINEER, AND LINING MAY ALSO BE REQUIRED. 17. SITE GRADING SHALL BE LIMITED TO THE SUMMER MONTHS. IF THE GRADING IS TO TAKE PLACE DURING THE WETTER WINTER OR SPRING MONTH, A CONTINGENCY SHALL BE PROVIDED IN THE PROJECT BUDGET TO ALLOW FOR EXPORT OF NA77VE SOIL AND IMPORT OF STRUCTURAL FILL. 18. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNER'S ASSOCIATION OF MAINTENANCE AGREEMENT FOR THE SHARED UTILITIES, STORMWA TER FACILITIES, AND MAINTENANCE AND RESPONSIBILITIES FOR ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR THE REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. 19. BAMBOO MAY NOT BE USED FOR ANY LANDSCAPING REQUIRED OF THE PROPOSAL. DATED THIS 18TH DAY OF JULY, 2014. CITY OF RENTON HEARING EXAMINER SEPA CONDITIONS OF APPROVAL: 1. PROJECT CONSTRUCTION SAHLL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE SUBMITTED GEOTECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED FEBRUARY 5, 2014) 2. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDA RONS OUTLINED IN THE SUBMITTED TRAFFIC IMPACT ANALYSIS PREPARED BY 7RAFFEX, DA 7FD DECEMBER 27, 2013. J. AN EASEMENT FOR TREE PRO TEC TION SHALL BE RECORDED ALONG THE EAST PROPERTY LINE TO PROTECT THE TREES AVAILABLE FOR RETEN77ON (AS DETERMINED BY THE CITY ARBORIST) IN PERPETUITY. 7HE EASEMENT SHOULD BE OF SUFFICIENT WIDTH TO ADEQUA TEL Y PROTECT THE 7REES IDEN77FIED FOR PROTECTION; HOWEVER THE EASEMENT WIDTH SHALL BE PERMITTED TO VARY AND SHALL BE BASED ON THE WIDTH OF THE STAND OF TREES RETAINED. THE EASEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND SHALL BE RECORDED ON THE FACE OF 7HE FINAL PLA T. 4. DUE TO THE EXISTING LEVEL OF SERVICE (LOS) DESIGNATION OF 'F' AT THE 156TH AVE SE/SE 142ND PL AND THE PROPOSAL TO ADD ADDITIONAL TRIPS TO THE EXISTING SI TUA TION, THE PROPOSED PROJECT SHALL BE RESPONSIBLE FOR PA YING THEIR FAIR SHARE OF THE COST OF A NEW SIGNAL TO BE INSTALLED A T THE 156TH AVE SE/SE 142ND PL INTERSECTION. A FEE IN THE AMOUNT OF $J, 435 (9 NEW PM PEAK HOUR TRIPS/1,J10 TOTAL PM PEAK HOUR TRIPS = 0.00687 x $500,000 = $J, 435) SHALL BE PAID PRIOR TO THE RECORDING OF THE FINAL PLA T. 1 CITY COMMENTS 11.13.14 MAJ 02.13.1 S MAJ 2 CRY COMMENTS MAI 05.19.15 MAJ 3 CITY COMMENTS GW 07.13.15 MAI 4 MYLARS UW 07.23.15 AW ..................................................CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDIODRSTRONG. COM I N0. REVISION BY DATE IPPR SURVEYED: SCALE: sis 9675 SE 367W STREET, SUITE 105 .................................................. wc AS NOTED DESIGNED 1 LI"p .................................................. DRAWN: .................................................. YLP C1 WL ENGINEER .......................... D.R. STRONG CONSUL TING ENGINEERS, INC. ONE INCH CHECKED: AT FULL SCALE KIRKLAND, WASHINGTON 98033 IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: ..................................................CONTACT- MAHER A. JOUDI, P.E. PROJEC T CON TA C TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 367W STREET, SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. (206) 588-1147 .................................................. CONTACT- JUSTIN LAGERS .................................................. JUS 77NWNWNOLDINGS COM C1 WL ENGINEER .......................... D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 7TH A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 ..................................................CONTACT- MAHER A. JOUDI, P.E. .................................................. MAHER. JOUDIODRSTRONG. COM SURVEYOR ................................. D.R. STRONG CONSUL TING ENGINEERS, INC. .................................................. 620 77H A VENUE .................................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 .................................................. CONTACT- STEPHEN J. SCHREI, P.L. S .................................................. STEVE. SCHREI WRSTRONG. COM SHEET INDEX: C1 1 OF 29 C2 2 OF 29 C3 3 OF 29 C4 4 OF 29 C5 5 OF 29 C6 6 OF 29 C7 7 OF 29 C8 8 OF 29 C9 9 OF 29 C10 10 OF 29 C11 11 OF 29 C12 12 OF 29 C13 13 OF 29 C14 14 OF 29 C15 15 OF 29 C16 16 OF 29 C17 17 OF 29 C18 18 OF 29 C19 19 OF 29 SS1 20 OF 29 SS2 21 OF 29 SS3 22 OF 29 SS4 23 OF 29 SS5 24 OF 29 SS6 25 OF 29 SS7 26 OF 29 C27 27 OF 29 C28 28 OF 29 C29 29 OF 29 L1 1 OF 5 L2 2 OF 5 LJ 3 OF 5 L4 4 OF 5 L5 5 OF 5 IL 1 1 OF 3 IL2 2 OF 3 1L3 3 OF 3 S1 1 OF 1 COVER SHEET EXISTING TOPOGRAPHY HORIZONTAL AND VERTICAL CONTROL PLAN TREE RETENTION PLAN TREE RETENTION TABLE CLEARING AND TESL PLAN TESL NOTES AND DETAILS GRADING PLAN ADA RAMP DETAILS ROAD AND STREET SIGN DETAILS ROAD SECTIONS AND GRADING DETAILS ROAD AND STORM DRAINAGE PLAN UALIN CROSSINGS AND STORM STUB TABLES ROAD AND STORM DRAINAGE PROFILE ROAD AND STORM DRAINAGE PROFILE ROAD AND STORM DRAINAGE PROFILE DETENTION POND DETAILS STORM ORA/NAGE DETAILS STORM DRAINAGE DETAILS SEWER EXTENSION PLAN SEWER STUB TABLE AND DETAILS SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE SEWER EXTENSION PROFILE S£14ER NOTES AND DETAILS CHANNELIZATION AND SIGNAGE PLAN CHANNELIZATION AND SIGNAGE DETAIL SHEET COMPOSITE U17UTY PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN � LANDSCAPE PLAN ILLUMINATION PLAN ILLUMINATION DETAILS ILLUM/NATIUN RETAILS STRUCTURAL NOTES PARCEL A PARCEL B CITY OF RENTON LOT LINE ADJUSTMENT LUA 14-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. II PARCEL KEY MAP PARCEL B LOT B KING COUNTY TESTAMENTARY DIVISION NO. L 08M0034, REC. NO. 20080812900004 LEGAL DESCRIP TION: SCALE. • 1 INCH = 150 FT. PARCEL A: PARCEL B CITY OF RENTON L 0 T LINE ADJUSTMENT LUA 14— 000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. PARCEL B- LOT :L0T B OF KING COUNTY TESTAMENTARY DIVISION NO.: L 08MO034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUA R TER OF THE SOUTHWEST QUARTER OF THE SOU THEA S T QUARTER OF SECTION 14, TOWNSHIP 23 NOR7H, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON.- LESS ASHINGTON:LESS NORTH 100 FEET OF 17,1E WEST 440 FEET. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 RECOMMENDED FOR APPOVA BY: C ��a�.�� Date: Z BY- Date:7 Z! BY: Date: BY:. Date: s� CITY OE RENTON Planning/Building/Public Works Dept. VICINI TY MAP 1"_ 1500 PROJECT INFORMA TION: TOTAL EXISTING SITE AREA: TOTAL PROJECT AREA: IMPERVIOUS AREA, PROPOSED/EXISTING. St 7E ADDRESS.• TAX PARCEL NUMBER. PROPOSED NUMBER OF L 0 TS: EXISTING/PROPOSED ZONING: DENSITY PROPOSED/PERMITTED: TRACT "A':° LAND IN CRITICAL AREAS: LAND IN CRITICAL AREAS BUFFERS.• LAND IN PUBLICLY DEDICATED STREETS.• LAND IN PRI VA TE ACCESS EASEMENTS: SEWER DISTRICT.• WA TER DISTRICT - SCHOOL DISTRICT - VER TI CAL DA TUM: 383,126 S.F. (8.795 ACRES) J90,841 S.F. (8.972 ACRES) 209,409 SF/ 5,167 SF 14038 156TH AVENUE SE RENTON, WASHINGTON 142305-9023, & —9122 31 R4 4.45/4.49 DU/ACRE STORM DRAINAGE TRACT 32,174 S.F. (0.739 ACRES) 0 S.F. 0 S. F. 79,909 S.F. (1.834 ACRES) 0 S.F. Cl TY OF REN TON WATER DISTRICT 90 RENTON #403 NA VD 88 PER CITY OF RENTON VER TI CAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MON UMEN T W TH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSEC77ON OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVA 77ON = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WIN ROAD SURFACE AT THE IN TERSEC TION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVA 71ON = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SEC77ON 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. SEE SHEET C3 FOR TIES TO CITY OF RENTON CONTROL. STREET PARKING NOTE "NO PARKING" SIGNS ARE TO BE PLACED ALONG SOUTH/EAST SIDE OF ROAD "A" AND SOUTH SIDE OF ROAD "B" TYPICAL BUILDING SETBACKS UNLESS OTHERWISE NOTED, BUILDING SETBACKS ARE AS FOLLOWS: FRONT YARD SETBACK: 30 FEET SIDE YARD SETBACK: 5 FEET STREET SIDE YARD SETBACK: 20 FEET REAR SETBACK: 25 FEET NORTH GRAPHIC SCALE 0 30 60 120 1 INCH = 60 FT. NOTE FOR CER TIFI CA T1 ON OF SURREY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS THE ENCLAVE AT BRIDLE RIDGE io.oa.i+ COVER SHEET �NO: U14005368 SHEET: 1 OF29 DRS PROJECT N0. 13117 IAI-ININININIA14 M 0 m z G) Z C m III 0 W °O m Z D � C O ~od m 1 �m W G M u m I I D TI O m -° D M u I OEM LLJ z U D O ry n �Lv V t� Lv m Q LJ Q U Z W SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE i 12"CONC N=371.67 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) i A. Joh ti �F WASXj� 0 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 77H AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 11. 13.14 2 CRY COMMENTS 3 CITY COMMENTS 4 1 MYLARS NO. MA 1 02.13.15 MAJ SURVEYED: ,s MOW 05.19.15 MAJ DESIGNED: MAJ 07.13.15 MAJ' 07.23.15 DRAWN: nP CHECKED: MAJ BY DATE AP P R APPROVED: ' SUR VE YOR'S NOTES LEGEND: SECTION CORNER AS NOTED QUARTER SECTION CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND 1/2" REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" (TYP) EXCEPT AS NOTED OTHERWISE PROPERTY LINE SOIL TEST PIT ROAD SIGNAGE POWER METER POWER POLE GUY ANCHOR STREET LIGHT STREET LIGHT CONTROL BOX FIRE HYDRANT WATER VALVE CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE ELECTRIC METER DECIDUOUS TREE (D) EVERGREEN TREE (F) PARCEL A: PARCEL B CITY OF RENTON LOT LINE ADJUSTMENT LUA 14-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. PARCEL B.- LOT .LOT B OF KING COUNTY TESTAMENTARY DIVISION NO.: L08M0034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON. LESS NORTH 100 FEET OF THE WEST 440 FEET. VER TICAL DA TUM: NA VD 88 PER CITY OF REN TON VERTICAL CONTROL HORIZON TA DA TUM.- NAD UM: NAD 1983/91 PER CITY OF REN TON MONUMENTS BASIS OF BEARINGS: N88'37'40 "W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. 1. ALL TI TLE INFORMA TION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN T7 TLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 4220-2173612 DATED OCTOBER 30, 2013. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESEN TA TIONS OF THE T7 TLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL 77NG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDI T70NS EXISTING ON JANUARY 31, 2014. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2014. J. PROPERTY AREA = 383126± SQUARE FEET (8.7954± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTTONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLA T70N VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE U77LITY LOCATIONS BUT MAY CONTAIN BENDS OR CUR VES NO T SHO WN. SOME UNDERGROUND L OCA TIONS SHO WN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY:Dater SCALE: VERTICAL: NAVD 1988 1 0.03•' 4 AS NOTED HORIZONTAL: NAD 19883/13/1 CITY OF THE ENCLAVE AT BRIDLE RIDGE 991 FIELDBOOK: � RENT O N PAGE: EXISTING TOPOGRAPHY DRAWING N0: ONE INCH I AT FULL SCALE �l Planning/Building/Public Works Dept. C2 IF NOT ONE INCH :L SCALE ACCORDINGLY U14005368 SHEET: 2 OF: 29 DRS PROJECT NO. 13117I -NI N N NI Al A AII I ii F" �A m I 0 m Z LLJW11i', __._� 5' SIDE YARD Q E �- - - - SETBACK (TYP., z- ----- - 0 _ -TYPICAL BSBLNIS (Nt36'22'17-W C.O.R.) mil _ N88'22'1 o"W CALC. 10 11 (2623.87' REF. 3) 15 14 (2623.86' C.O.R.) CITY OF RENTON CONTROL MONUMEN T NO. 1852, MONUMENT NOT SEARCHED FOR, HELD POST TION PER CITY OF RENTONIREF. 3 CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POS177ON PER CITY OF RENTON/REF. 3 W II 0 + 23 (N88'21'19"W REF. 3) N88'21'1 2-W CALC. 11 2622.48' REF. 3 , HELD 91'09'30"�� 1 PER REF. 3 I ` FOUND PUNCHED BRASS N00*29'18"E PLUG SET IN CONCRETE 2640.37' FLUSH WITH ROAD SURFACE N88'17'43"W SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M. THE ENCLA VEA l BRIDLE RIDGE 264.96' N88'17'43"W 1 358.86' FOUND 1 -112 -IP 0.1'S. x 0.0'E. OF PROP CORNER i '6E'E UPPER 9EFr FOUND CONCRETE MONUMENT WITH TACK & LEAD IN 2" IRON PIPE, FOUND CONCRETE MONUMENT DOWN 1.5; IN MONUMENT CASE WITH 3/8" BRASS PLUG DOWN 1.0' IN MONUMENT CASE N88'37'40'' N88'37'40 "W SE 144 TH S TREE 1309.10' - 478.54' Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) y 1• 1 CITY COMMENTS 11. 13.14 D.R. STRONG 2 CITY COMMENTS CONSUL TING ENGINEERS 3 Cmr COMMENTS 4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827.3063 F 425.827.2423 N88'37'40' 830.08' MAJ 02.13.15 MAJ SURVEYED: Sis MAJ 05.19.15 MAJ DESIGNED: P MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP A = 88'4624" 4 L = 54.23' CHECKED: MAJ BY DATE AP P R APPROVED: FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED: T23N 3 14 I 13 23 I 24 �4 Rot 1438 DOWN 1.1; IN MONUMENT CASE. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ( m0m) VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VER TICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1 -112 - BRASS -1 /2"BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET /N CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVA 710N = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK /N LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. ADA R = 35.00' (;R-1 A = 88'4624" 1 L = 54.23' 52+32.76, R = 35.00' CR -2 A = 11275'58" 10+47.99, L = 68.58' 3 R = 35.00' CR -3 A = 88'4624" 4 L = 54.23' 30+47.99, R = 35.00' CR -4 A = 1127558" 30+47.99, L = 68.58' 6 R = 25.00' CR -5 A = 11479'47" 7 L = 49.89' 46+60.34, R = 25.00' CR -6 A = 134'53'31" 34+85.67, L = 58.86' 9 R = 25.00' CR- 7 A = 21.02'22" 10 L=9.18' 18+08.07, R = 25.00' CR -8 A = 21002'22" 18+08.07, L = 9.18' 33+84.98 R = 25.00' CR -9 A = 23'04'26" 14+22.04 L = 10.07' 13+91.04 R = 25.00' CR -10 A = 23'04'26" 12+45.54 L = 10.07' 11+36.54 R = 25. DO' CR -11 A = 23.04'26" 46+81.35 L = 10.07' ADA RAMP TABLE RAMP NO. RAMP q STA. 1 2 52+32.76, 22.00' R 2 4-5 10+47.99, 13.93' L 3 7 10+47.99, 10.45' R 4 9 30+47.99, 13 93' L 5 11 30+47.99, 10.45' R 6 13 47+21.86, 22.00' R 7 15 46+60.34, 22.00' R 8 17 34+85.67, 14.31 ' L 9 19 34+85.67, 9.84' R 10 21 18+08.07, 9.06' R 11 23 18+08.07, 13.00' L DRI VEWA Y TABLE LOT NO. DRI VEWA Y � S TA. 1 13+46.40 2 13+ 77.40 3 14+46.48 4-5 15+01.15 6 15+44.01 7 15+75.01 8 16+84.01 9 17+15.01 10 17+85.01 11 18+55.01 12 19+26.56 13 19+28.49 14 34+21.54 15 33+90.54 16 32+74.04 17 32+43.04 18 31+73.04 19 31+03.04 20 30+ 99.48 21 J1+69.48 22 32+39.48 23 32+70.48 24 33+84.98 25 J4+15.98 26 14+22.04 27 13+91.04 28 12+76.54 29 12+45.54 30 11+36.54 31 11+04.54 TRACT "A" (MA/NTANENCE) 46+81.35 STATION/NG /S ALONG FLOWL/NE OF CURB 0 RAMP NO. STA TION/NG /S ALONG FLOWLINE OF CURB R 383803 ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET C10 MONUMEN T STA 77 SCHEDULE El 51+83.47 (1567H AVENUE SE) = 10+00.00 (SE 67H STREET) El 14+58.56 (SE 67H STREET) Fil 15+43.75 (WAPA TO PLACE SE) ® 17+7J.01 (WAPA TO PLACE SE) = J5+12.51 (SE 7TH PLACE) 50 19+1799 (WAPA TO PLACE SE) El 19+99.39 (WAPA TO PLACE SE) F7 49+00.40 (156TH AVENUE SE) = 30+00.00 (SE 7TH PLACE) NO TES 10 STREET SIGN PER CITY OF RENTON STD. PLAN G013 SEE SHEET C10 FOR DETAIL SEE SHEET C27 FOR L OCA TION Q2 TYPE 4 END OF ROADWAY OBJECT MARKER AND "FUTURE ROAD EXTENSION" SIGN MOUNTED ON SINGLE POST. SEE SHEET C10 FOR DETAILS A CITY OE RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. RECOMMENDED FOR APPOVAL BY: Date:_ BY: Date: BY: Date: _ BY: /% Date: 2-D THE ENCLAVE AT BRIDLE RIDGE 10.03.14 fIELDB00N: HORIZONTAL AND VERTICAL CONTROL PLAN PSE DRAVnNC N0: C3 U14005368 SHEET: 3 OF29 DRS PROJECT N0. 13117 IAI-ININININIAIA D Z Ga Z C m I cn�-_ n o Dr, C -� n U ' _ z : W z f- 0 LdU 'N- D ry O bi O ry m Q W Q U Z W W Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, THE ENCLA VE A l BRIDLE R11 5280 5282 �1tb SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATM) 622411, , 6225 6226 6228 ;'5415 5414 5412 .:5407 5405 TREE RETENTION CAL CULA TIONS MAJ 02.13.15 M J SURVEYED: sis TREES IN RIGHT-OF-WAY kW 05.19.15 MAJ DESIGNED: YLP 0 MAJ 07.13.15 MAJ (200 X 0.3) = 60 MAJ 07.23.15 MAJ DRAWN: YLP REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS CD CHECKED:: MAJ BY DATE AP P R APPROVED: MAJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATM) 622411, , 6225 6226 6228 ;'5415 5414 5412 .:5407 5405 TREE RETENTION CAL CULA TIONS TO TA TREES ON Sl TE. • 303 DEAD, DISEASED OR DANGEROUS TREES: 57 TREES IN RIGHT-OF-WAY 46 TREES IN PRI VA TE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRI TICAL AREAS AND BUFFERS. 0 NET TREES: 200 TREES TO BE RETAINED, REQUIRED: (200 X 0.3) = 60 TREES TO BE RETAINED, PROPOSED: 35 REQUIRED REPLACEMENT INCHES: 300 Vt REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS LEGEND "R CITY OE RENTON Planning/Building/Public Works Dept. v NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. THE ENCLAVE AT BRIDLE RIDGE io.oa.i4 TREE RETENTION PLAN �NO: C4 U14005368 ISHEET: 4 OF: 29 DRS PROJECT N0. 13117 IAI-ININININIA14 T w 0o m Z g n ?r z _D CD C� a cn rn� � w o� 1 m Vt m CD 7- m 0 D Z Z C 3 m 0 w 0o m Z D n ?r CD C� cn rn� � w o� 1 m Vt CD D m o C7 Cn x z Z Z n CD m a r w Q z U W D O ry n i cn n CD s P En L cr- cW G Q Z W J LTJ M Q z w J LL N 0 0 0 INSTALL 6 I qqQ D I L1J 0 0 ry W I 0 ry m Q Ld U Z W Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS D�,ENGINEERS PLANNERS SURVEYORS FE, 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SE 1/4 SECTION 14.9 1 G1Y COMMENTS 11.13.14 2 CITY COMMENTS 3 CITY COMMENTS 4 MYLARS N0. 1 REVISION TOWNSHIP 23 N, RANGE 5 E, W.M. 'EA T BRIDLE RIDGE PROPERTY UNE, SEE`'gHEETS C8 AND C19 FOR LOCA 770N$ AND DETAILS MAJ 02.13.15 MAJ SURVEYED: MAJ 05.19.1Sis 5 107.13.15 � DESIGNED: YLP � MAJ MA�J 07.23.15 MAJ DRAWN: YLP m CHECKED: MAJ BY DATE APPR APPROVED: CONS TRUC TION SEQUENCE: 1. PRE–CONSTRUCTION MEETING. 2. POST SIGN W77-1 NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED N077CE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTEC77ON IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION EN7RANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). Z CONSTRUCT SEDIMENT PONDS AND TRAPS 8. GRADE AND STABILIZE CONSTRUCTION ROADS 9. CONS 7RUC T SURFACE WATER CON 7ROL S (IN TERCEP TOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMUL TANEOUSL Y W H CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS AL WA YS IN ACCORDANCE WITH 774E CITY'S EROSION AND SEDIMENT CONTROL STANDARDS 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DA YS DURING THE DRY SEASON OR TWO DA YS DURING THE WET SEASON WI7H STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEE77NG OR EQUI VALENT. 13. STABILIZE ALL AREAS THA T REACH FINAL GRADE W 77-I/N SEVEN DA YS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DA Y5 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE NO TES.- 1. ES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. ALL ONSI7E EXISTING IMPROVEMENTS TO BE REMOVED. 774/S INCLUDES ALL ONSITE FENCES. SEDIMENT TRAP SIZING SUMMARY.- 774E TRAP WAS SIZED USING THE REQUIREMENTS STA 7E'D IN APPENDIX D OF 77 -IE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL WHICH REQUIRES 2,080 S.F. OF SURFACE AREA PER CFS OF INFLOW; DEVELOPED 2– YEAR STORM, 15–MIN. TIME STEPS. CATCHMENT AREA: 2.63 AC. 2– YEAR PEAK FLOW RA TE ................... 0.676 CFS REQUIRED SURFACE AREA ..................... 1, 406 S.F. PROVIDED SURFACE AREA ..................... 1,600 S.F. TESC LEGEND CONSTRUCTION LIMITS REINFORCED SILT FENCE 0 0 0 STABILIZED CONSTRUCTION EN7RANCE DC DUST CONTROL MULCHING, MA TTING, & COMPOST BLANKETS O INLET PROTECTION PS PERMANENT SEEDING AND PLANTING �.J STREET SWEEPING & VACUUMING INTERCEPTOR SWALE WITH ROCK CHECK DAM EVERY 50' 12" TEMPORARY CULVERT —a-0--0--0-- TREE PROTECTION FENCE OREMOVE EXISTING STRUCTURE OREMOVE EXISTING UTILITY ELEMENT TREE TO BE REMOVED FENCE NO TE. - POND FENCE IS REQUIRED DURING CONS7RUC77ON. SEE SHEET C19 FOR DETAILS NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. 1 1 1 ECOMMENDED OR APPOVAL BY• Date:11Z?1�r BY: Date: BY: Date: BY: Date: SCALE: uA i t: VERTICAHORIZONTAL: AD 11983/1991 tR THE ENCLAVE AT BRIDLE RIDGE 10• AS NOTED CITY OF 03.14 FIELDBOOK: ba RENTON PAGE: ONE INCHDATM CLEARING AND TESC PLAN DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C6 IF NOT ONE INCH U14005368 SCALE ACCORDINGLY SHEET: 6 OF: 29 DRS PROJECT NO. 131171AI-INININliNIAIA f J C iV m m v d 0 M' z 9 ED I't'1 m i i D n m s= m Cf, Li Ld z f 0 LLJU �/ D ry 0 ry n W N- L� W W U Z W W Z w Q Z w J LL_ FAARI(; TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC ---` 6' IAAX. H , / POST SPACING MAY Be INCREASED MINIMUM 4"x4" TRENCH TO V IF WIRE BACKING IS USED BACKFILL TRENCH WITH 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC ---` 2"x4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z N NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SI LT FILM 50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D441 0.02SECA-1 MINIMUM GRAB TENSI LE STRENCHT (ASTM 04632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)130% MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355)170 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. I Y ° STD. PLAN - 214.00 + ,nig + PUBLIC WORKS SILT FENCE " DEPARTMENT MARCH 2008 2:1 SLOPES I�ha�' ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. 2"-4" ROCK L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION N�k> e _ aa0 I(-1 1 1,111 1 NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS, IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. ti y o STD. PLAN - 217.40 + PUBLIC WORKS CHECK DAMS SPACING AND ° DEPARTMENT CROSS SECTIONS MARCH 2008 I, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E * Wo M. THE ENCLA VE A l BRIDL E RIDGE DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD f INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 300/6 MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE. INSTALLED TO CONTROL TRAFFIC. I%JSTD. PLAN - 215.10 m PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE zp'� MARCH 2008 EROSION CONTROL NOTES & SPECIFI CA TIONS 5' MAX. DRAINAGE GRATE TRIM Y GRATEFRAME m SEDIMENT AND DEBRIS ' d • OVERFLOW BYPASS D D ° BELOW INLET GRATE DEVICE FILTERED WATER A D D ,D s O D D D SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) Q BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure It will service. 2. The BIGD shall have a built -In high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). Y o STD. PIAN'- 218.30 PUBLIC WORKS CATCH BASIN FILTER + + DEPARTMENT N� MARCH 2008 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WA TER UTILITY, AND 7RANSPORTA TION PLANS.• 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. J. THE BOUNDARIES OF THE CLEAR/NG LIMITS AND AREAS OF VEGETA TION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION /N ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURA77ON OF CONS7RUC77ON. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUC710N AND MAINTAINED FOR THE DURA77ON OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUC7FD WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRA CK OU T TO ROAD RIGH T OF WA Y DOES NO T OCCUR FOR THE DURA TION OF THE PROJEC T. 5. ALL REQUIRED SEDIMENTA TION/EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA 77ON PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TTANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINEDM THAT CLEARING AN - IN A SATISFACTORY CONDITION UNTIL SUCH 71 E CLE G DOR CONSTRUCT70N IS COMPLETE AND POTENTIAL FOR ON SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CON7ROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TEE. 6. THE EROSION AND SEDIMENTA 77ON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPA 7ED SI TE CONDI TIONS A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDI TIONS DICTA TE, THE PERMI7FE SHALL AN TICIPA TE TNA T MORE EROSION AND SEDIMENTATION CON7ROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SIL TA TION CONTROL ON 7HE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGA TION AND RESPONSIBILITY OF THE PERMI TEE TO ADDRESS ANY NEW COND177ONS 7HA T MA Y BE CREA 7FD BY THE AC77W77ES 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. 7. 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 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER IST TROUGH MARCH 307m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIA TEL Y STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SI TES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIA TF A TTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DA Y5 12. THE ESC FA CIL/ 77ES ON INA C 77 VE S/ 7E'S SHALL BE INSPECTED AND MAINTAINED A MIN/MUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOW/NG A STORM EVENT. 13. A T NO 77ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULA TE WI THIN A CA TCH BASIN. ALL CA TCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING 7HE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30m, ALL PROJECT DISTRIBU7FD SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WI7H 77 -IE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUA TE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNC77ON UL TIMA TEL Y AS AN INFIL TRA T70N SYSTEM, THE 7FMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILI TY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO /DEN 77FY WHICH ONES CAN BE SEEDED /N PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. TREE PRO TEC TION MEASURES y 2:1 MAX. SLOPE m _-III LEVEL BOTTOM ,'MIN. _ o - _-_ �- -III 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP, 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. Y � STD. PLAN - 217.10 ,am * PUBLIC WORKS INTERCEPTOR SWALE DEPARTMENT MARCH 2008 ^G ,a Z 'I r S a � M AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET (10 TO 20) H: IV MINIMUM 4"x4" TRENCH 200 FEET BACKFILL TRENCH WITH 10-25% NATIVE SOIL 2"x4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z N NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SI LT FILM 50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D441 0.02SECA-1 MINIMUM GRAB TENSI LE STRENCHT (ASTM 04632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)130% MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355)170 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. I Y ° STD. PLAN - 214.00 + ,nig + PUBLIC WORKS SILT FENCE " DEPARTMENT MARCH 2008 2:1 SLOPES I�ha�' ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. 2"-4" ROCK L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION N�k> e _ aa0 I(-1 1 1,111 1 NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS, IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. ti y o STD. PLAN - 217.40 + PUBLIC WORKS CHECK DAMS SPACING AND ° DEPARTMENT CROSS SECTIONS MARCH 2008 I, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E * Wo M. THE ENCLA VE A l BRIDL E RIDGE DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD f INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 300/6 MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE. INSTALLED TO CONTROL TRAFFIC. I%JSTD. PLAN - 215.10 m PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE zp'� MARCH 2008 EROSION CONTROL NOTES & SPECIFI CA TIONS 5' MAX. DRAINAGE GRATE TRIM Y GRATEFRAME m SEDIMENT AND DEBRIS ' d • OVERFLOW BYPASS D D ° BELOW INLET GRATE DEVICE FILTERED WATER A D D ,D s O D D D SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) Q BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure It will service. 2. The BIGD shall have a built -In high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). Y o STD. PIAN'- 218.30 PUBLIC WORKS CATCH BASIN FILTER + + DEPARTMENT N� MARCH 2008 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WA TER UTILITY, AND 7RANSPORTA TION PLANS.• 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. J. THE BOUNDARIES OF THE CLEAR/NG LIMITS AND AREAS OF VEGETA TION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION /N ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURA77ON OF CONS7RUC77ON. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUC710N AND MAINTAINED FOR THE DURA77ON OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUC7FD WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRA CK OU T TO ROAD RIGH T OF WA Y DOES NO T OCCUR FOR THE DURA TION OF THE PROJEC T. 5. ALL REQUIRED SEDIMENTA TION/EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA 77ON PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TTANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINEDM THAT CLEARING AN - IN A SATISFACTORY CONDITION UNTIL SUCH 71 E CLE G DOR CONSTRUCT70N IS COMPLETE AND POTENTIAL FOR ON SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CON7ROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TEE. 6. THE EROSION AND SEDIMENTA 77ON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPA 7ED SI TE CONDI TIONS A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDI TIONS DICTA TE, THE PERMI7FE SHALL AN TICIPA TE TNA T MORE EROSION AND SEDIMENTATION CON7ROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SIL TA TION CONTROL ON 7HE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGA TION AND RESPONSIBILITY OF THE PERMI TEE TO ADDRESS ANY NEW COND177ONS 7HA T MA Y BE CREA 7FD BY THE AC77W77ES 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. 7. 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 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER IST TROUGH MARCH 307m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIA TEL Y STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SI TES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIA TF A TTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DA Y5 12. THE ESC FA CIL/ 77ES ON INA C 77 VE S/ 7E'S SHALL BE INSPECTED AND MAINTAINED A MIN/MUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOW/NG A STORM EVENT. 13. A T NO 77ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULA TE WI THIN A CA TCH BASIN. ALL CA TCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING 7HE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30m, ALL PROJECT DISTRIBU7FD SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WI7H 77 -IE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUA TE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNC77ON UL TIMA TEL Y AS AN INFIL TRA T70N SYSTEM, THE 7FMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILI TY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO /DEN 77FY WHICH ONES CAN BE SEEDED /N PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. TREE PRO TEC TION MEASURES y 2:1 MAX. SLOPE m _-III LEVEL BOTTOM ,'MIN. _ o - _-_ �- -III 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP, 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. Y � STD. PLAN - 217.10 ,am * PUBLIC WORKS INTERCEPTOR SWALE DEPARTMENT MARCH 2008 ^G ,a Z 'I r S a � M AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET (10 TO 20) H: IV 5-10% 200 FEET (4 TO 10)H: 1V 10-25% 100 FEET (2 TO 4)H:1V 25-50% 50 FEET a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PER/METER OF A STAND OF RETAINED TREES PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, '9110 TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES. IF THE GRADE LEVEL ADJOIN/NG TO A TREE TO BE RETAINED IS TO BE RA/SED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WI THIN THE DRIP LINE. • THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WI THIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED W/TH/N THE GREATER OF THE FOLLOWING AREAS: (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS f. MULCH LAYER REQUIRED: A AR Wl THIN THE REQUIRED FENCING SHALL E COVERED COMPLETELY AND EVENLY Wl TH A MIN/MUM F ALL EAS E EQ EDB 0 THREE INCHES (3) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBOR/ST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. NO TES: 1. 6 -FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DR/PLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS 2. FOR ROOTS OVER 1 -IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. J. WORK WI THIN PRO TEC TION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PRO TEC TION DETAIL I _ DRIPLINE _ R-383801 COMMENDED FOR APPOVAL Ci L BY Date: BY: Date: BY: Date: BY: Date: N IS MAJ 02.13.15 M,a,' SURVEYED: SCALE: THE ENCLAVE AT BRIDLE RIDGE `S` VERTICAL: NAVD 1988 MAJ c �C HORIZONTAL: NAD 1983/1991 4� CITY 0 05. 9. 5 � DESIGNED: /"M•� NOTED MAJ 07.13.15 MAJ �'' RENTON MAJ 07.23.15 MAJ DRAWN: ILTESC NOTES AND DETAILS Y� ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. �/ MAJ IF NOT ONE INCH BY DATE A P P R APPROVE SCALE ACCORDINGLY U14005368 MIXT �NE! PACE: C7 �«. � 0,.29 c� : Y., av-� DRS PROJECT N0. 13117 IAI-ININININTA� i 17 7) n. I � M d m rn � 1 W �rn ' m . e � JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EOUNALENT TO ATTACH Ld z U D O ry W a z W J I.i LSI 0 0 ry Ld I 0 AML W Q W Q U Z Ld W Z 4 ..... ... . ......... Lo. ..... ... IV /V NOTE. • BASE OF WALL MUST NOT BE PLACED ON FILL; FOOTING SHOULD EXTEND TO NA TI VE BEARING SOIL. /El D.R. STRONG CONSUL TING ENGINEERS ED :Slll E:) ENGINEERS PLANNERS SURVEYORS LLL ti r 620 7THAVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 vO\ / II %J/U.V BW 378.0 SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M. THE ENCLA VEA T BRIDLE RIDGE CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS M 1 I ARS REVISION ART KEYS M6I E END KEYSTONE WAL LL ��, TW 384.4 386.0 %,, B W 383A, V 384.0 MAJ 02.13.15 Date: SURVEYED`: is Date: 05.19.15 Date: 7L110 DESIGNED: YL' MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP CHECKED: MAJ BY DATE I AP P R APPROVED: MA.! SC Sl TE VOLUME CAL COLA TIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS) (CU. YDS.) (CU. YDS.) 5, 331 30, 752 25,421 FILL (INCLUDES POND) ALL VOLUMES ARE APPROXIMA TE AND REPRESENT EXCA VA 77ON FOR RESIDENCE AS PROPOSED. 7HE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCA VA TION FOR BUILDINGS. VER TICAL DA TUM: NAVO 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VER77CAL CON7ROL. SOIL NO TES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THA T A T PROJECT COMPLE77ON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NA 77VE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STA 7E TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRI77CAL AREAS. THE MA7ERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE S17E WHERE FEASIBLE. 3. THE SOIL IN ANY AREA 774A T HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO M171GA 7E FOR LOST OF MOISTURE -HOLDING CAPACITY. 774E AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS CURB RETURN NO 7E.- SEE E: SEE SHEET C9 FOR CURB RETURN AND ADA RAMP GRADING VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 " CITY OF � RENTON ONE INCHDATM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WALL NO TES: 1. KEYSTONE WALL DESIGN BY OTHERS 2. CIP WALL DESIGN BY OTHERS J. ROCKERY DESIGN BY OTHERS 4. SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE K1774 BUILDING PERMIT. GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDA 770N, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUITABLE AREAS OF NA 77VE SOILS EXPOSED AT SUBGRADE ELEVATIONS SHOULD BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVEREXCA VA 7ED AND REPLACED WITH A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO 774E REQUIREMENTS OF STRUCTURAL FILL DESCRIBED IN 774E FOLLOWING SECTION. FOUNDA 77ON SUBGRADE AREAS SHOULD BE PROTEC7ED FROM DISTURBANCE, CONS7RUC77ON TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GE07EX77LE BELOW THE S7RUCTURAL FILL AREAS MAY BE REQUIRED. A REPRESENTA TI VE OF ESNW SHOULD OBSERVE STRUCTURAL FILL PA VEMENT IN FOUNDA TION, SLAB AND PA VEMENT AREAS WET SEASON GRADING PERCHED GROUND WA TER WAS PRESEN T A T A NUMBER OF 774E TEST PI IS NEAR THE CONTACT BETWEEN THE WEA 7HERED SOIL AND UNDERLYING UNWEATHERED GLACIAL TILL SOIL. THIS CONDITION COUPLED W1'TH THE MODERA 7E TO HIGH MOISTURE SENSI TI W TY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERA TEL Y DIFFICULT MASS GRADING SHOULD TAKE PLACE DURING THE LATE SUMMER MON THS WHEN CONDITIONS ARE MORE FAVORABLE. IF GRADING TAKES PLACE DURING THE WETTER WINTER OR SPRING MONTHS, A CONTINGENCY IN THE PROJECT BUDGET SHOULD BE INCLUDED TO ALLOW FOR EXPORT OF NA TI VE SOIL AND IMPORT OF STRUCTURAL FILL AS DESCRIBED BELOW. IMPORTED SOILS IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR THE OPTIMUM LEVEL. DURING WET WEATHER CONDI RONS, IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A FINES CONTENT OF 5 PERCENT OR LESS DEFINED AS THE PERCENT PASSING THE #200 SIEVE, BASED ON 774E MINUS THREE—QUARTER INCH FRACTION. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPAC7ED SOIL PLACED IN FOUNDATION, SLAB—ON—GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY 7RENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACE IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON 774E LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN U77LI TY 7RENCHES, PAVEMENT AREAS AND IN THE UPPER 12 INCHES OF SLAB—ON—GRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPAC770N SPECIFICA 77ONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY UTILITY DISTRICT OR JURISDICTION. PA VEMEN T RES TORA TION NO TES WI THIN CITY LIMITS, PAVEMENT RESTORA 77ON SHALL BE PER C.O.R. S7REET RESTORATION AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY 774E CITY INSPECTOR. PAVEMENT RESTORATION FOR SEWER INSTALLATION WITHIN KING COUNTY LIMITS SHALL BE PER APPROVED KING COUNTY RIGHT OF WA Y PERMI T. R-381308 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: =A&" Date: 7L110 THE ENCLAVE AT BRIDLE RIDGE I 10.03.14 PAE GRADING PLANIDRGA—Wl CB U14005368 SHEET: e OF: 29 DRS PROJECT N0. 13117 JAI-ININININItAIA Z C m T- c N z - c (D O ( TIED0WN RAMP '- m O EL. 398.82 EL. 398.92 I EL. '398.16 N � I I �' • No°o° o°o° EL. 398.72 . 376.55 . 376.27 I000 o °°°° EL. 397 97 8.5 5 0"'' STA. 52+30.26 .���:�� CR 1 EL. 397.99 ' Et. 398.65 • . 4 3g1..01..��1,0 � E�•� P. 52 p : o) 6 . w W - - E 395.81 "� Q Q W z Q EL. 395.75 Li ° EL. 395.5 rr ^^ `+ J EL. 395.71 � ry LQ °o 00000 0000°00 °00 000°00°0 °000 CR_ K EL. 395.05 EL. 394.99 W SE 6TH S -T LIQ HIGH P•T. EL. 395.06�- �: IN '40: :Q) EL. 395.11 W . . . 0000 o°ooaoao 000000 v Q J:Q EL. 395.72 • L:. 395.77 U-) ' • EL. 395.87 0 EL. 395.82 N 1� -o ,00, �r Xw ►� 9 moo. � •�� . ........................................... EL. 393.16 .. • ...................................................................:. STA. 51+38.24 ADA RAMP DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C10 SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M. THE ENCLA VE A l BR/DL E RIDGE .. EL.. 401.2 7. .. • STA. 17+14. 66 4QPETA. 17+19.66 EL. 384.48 S ......................................... . .. . 2 STA. 49+47.19 E.. CR -3 � S1P• 12 45 . EL•.. q.9 h S EL. 399.94 N� ............. STA EL. 383.31 "�: EL. 397.99 � EL. 383.25 EL. 397.90000 % 4 S h .0-0 >>x �0 EL. 383.15 EL. 397.84 ag s . EL. 383.21 `� J ^• �,, EL. 397.89 `IJ I�I ' 00000 °0°0°°°°o°0 J °°° V: 00°00000QL Q EL. 382.55 0000° rn: o° o0 EL. 382.49. (0 • EL. 397.23 EL. 397.18 ' v , . CL _ SE 7TH PL Ar - . - SE 7TH PL EL. 382.56 � � O:I� HIGH POINT rn + A�►+ �''.� EL. 382.61. �`�Q' :,� • ao + N + :tn a� �' HIGH POINT :Qio,.o co EL. 397.27 EL. 397.32 0000°o°OO000 �I ~ 000°o°pO CJ1 � 0000 ° o0 0000 000 eo°o° EL. 383.22 EL. 397.93 L..383.27 4' (TYP.) cn ' �.� 00 c,� ^ EL. 397.98..-' EL. 383.37 �, o EL. 383.32- s. - - - -' - L. 398.03. EL. 396.51 / EL. 395.85 o:F^�EL. 398.08 1 p,�. 2.0% . EL.. 396.61 v�--2� - - - - - - E� dip ----'- ��."� 000 EL.. 396.42 2. D,g_ 7.89' 00000 o 000 �. CR EL. 382.03 4 EL. 396 32 ST' .9s ° EL. 395.46 STA. 48+55.17 Sjq: 18 91 • �� � � ... 20.87 I: EL. 394.60 ...................................................................... STA. ,18+25.87. , R - TEMPORARY HAMMERHEAD TURN AROUND SIDEWALK TRANSITION r g A. Jp� �+ pF WAs�I� X Call 2 Working Days Before You Dig D.R. STRONG CONSUL TING ENGINEERS 811 '2 ENGINEERS PLANNERS SURVEYORS Utilities Underground Location Center R 5� •1 t (ID,MT,ND,OR,WA) 10 RAL �% 620 7TH AVENUE, KIRKLAND, WA 98033 '� 0 425.827.3063 F 425.827.2423 6.44 396.54 396.36 1 1 I NORTH GRAPHIC SCALE 0 5 10 20 1 INCH = 10 FT. 17 RAMP .26 374.36 374.22 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: I BY: Date: ! - BY: Date: 1 cmr COMMENTS 11.13.14 02.13.15 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CrTY COM05.19.15 sis AS NOTED HORI OTHE ENCLAVE AT BRIDLE RIDGE DESIGNED: NTAL: NAD 11983/1991 :, CITY OF 7� 3 CITY COMMENTS MAJ 07.13.15 MAJ YLP MIL RENTON 4 MYLARS MAJ 07.23.15 MAS! DRAWN: YLP ADA RAMP DETAILS ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MAJ IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY U14005368 Mm 0 w � n C m �m>aq 1 Rom o� 1 tz) �m =r >m m a I D DATE: 10.03.14 FIELDBOOK: ' PAGE: DRAWING NO: C9 SHEET: 9 OF: 29 �� "• r=-��`� DRS PROJECT N0. 13117 NINININIAIA c z - c '- m N � I I '6.45 I yi I I . 376.55 . 376.27 17 RAMP .26 374.36 374.22 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: I BY: Date: ! - BY: Date: 1 cmr COMMENTS 11.13.14 02.13.15 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CrTY COM05.19.15 sis AS NOTED HORI OTHE ENCLAVE AT BRIDLE RIDGE DESIGNED: NTAL: NAD 11983/1991 :, CITY OF 7� 3 CITY COMMENTS MAJ 07.13.15 MAJ YLP MIL RENTON 4 MYLARS MAJ 07.23.15 MAS! DRAWN: YLP ADA RAMP DETAILS ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MAJ IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY U14005368 Mm 0 w � n C m �m>aq 1 Rom o� 1 tz) �m =r >m m a I D DATE: 10.03.14 FIELDBOOK: ' PAGE: DRAWING NO: C9 SHEET: 9 OF: 29 �� "• r=-��`� DRS PROJECT N0. 13117 NINININIAIA Z w W D ry Any L_I._. W 0 L..L_ W Q W e� U Z W Lli 17 i A CURB RAMP WIDTH 4'. Cr MIN. LANDING TO MATCH A NOTES R CURB RAMP WIDTH - SEE CONTRACT PLANS 1. Provide a Separate Curb R = I LANerN�c4Mo Cum. r amp for each marked or unmarked Crosswalk a 1 WIDTH -SEE MATCH CU PLANS Curb Ramp location shag be placed wifhtn the width of the associated crosswalk or as shown M the Contract Plans. LANDING GRADE BREAK LANDING n GRADE BREAK SEE CONTRACT PLANS - CURB RAMP GRADE 13REAK 2- Where "GRADE BREAK" is caped out, the entire length of the grade I 4'- 0" MIN. CEMENT CONCRETE SIDEWALK - 1 break between the two adjacent surface planes shag be flush. SEE CONTRACT PLANS - \ I SEE NOTE 5 4' - 0' MiN. PROVIDE SMOOTH 3. Do rot place Gratings, Junction Boxes, Access Covert, or other appurts- �+ CEMENT CONCRETE ( TRANSITION TO' nances in front of the Club Ramp or on any part of the Cub Ramp or SIDEWALK - SEE NOTES SIDEWALK SEE CONTRACT PLANS - SEE CONTRACT PLANS - Landing. 1 WIDTH (TYP.) 4'- 0" MIN. 1 MIN I 4' - 0• MIN. 2.0° MAX. l , 2.a9 tsAx 1 4. See the Contract Plans far the curb design specified. See Standard Plan FLARE (TYP.) 318" EXPANSION F-110.12 for Curb, Club and Gutter, Depressed Curb and Gutter, and Circe RAMP D JOINT (TYP.) - SEE o SUFFER RAMP (TYP.) Pedestrian Curb details. WIDTH -MATCH TO SAE" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE I v,' i Vll S. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F-30.10 GRADE `��• BREAK TRANSITION TO SIDEWALK BUFFER, IF "•. Seg Contract Plans for Width and placement Of sidewalk. GRADE BREAK PRESENT OR TO BACK OF CURB (TYP.) •- 1D.09y = SEE CONTRACT PLANS �,• S. The Bid Item "Cement Concrete Curb Ramp Type -" does not include MAX :: 10.okMAX ,� adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, " the Pedestrian Curb, or Sidewalk. CURB. OR CURB --�_ - - CEMENT CONCRETE AND GUTTER- �J CURB, OR CURB SEE NOTE AND GUTTERPEDESTRIAN CURB - 7• The Curb Ram ma dmurn running slope shall not require the ramp length DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE NOTE 4D 1 110 eXCB@d 15 -feat 110 avoid chasing the slope indefinitely when Connecting SEE STANDARD PLAN F•45.10 DETECTABLE WARNING SURFACE - t0 Steep grades. When applying the 15 -foot maximum length, the running FACE OF CURB --- : FACE OF CURB I SEE STANDARD PLAIT F-45.10 slope of me Curb Ramp shall as flat as feasible.. MEASURED PARALLEL - DEPRESSED CURB AND GUTTER.- : `- DEPRESSED CURB AND GUTTER 8• Curb Ramp, Landing, and Flares shall receive broom finish. See TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Standard Specifications 8-14. L L LEGEND SLOPE IN EITHER DIRECTION I PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F46.10 PEDESTRIAN CURB - SEE STANDARD PLAN F45.10 4' - O" MIN. 15' - O" MAX. GRADE BREAK SEE NOTE 4 / SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - COUNTER SLOPE - SEE STANDARD PLAN F-30.10 GRADE BREAK / 5.0% MAX. 3" R. TYP. DEPRESSED CURB AND GUTTER - 2.0% MAX. SEE NOTE 4 8.3% MAX, TOP OF ROADWAY ' 6 ' • . • CEMENT CONCRETE CURB Y ATRIC' i$� LANDING • CURB RAMP �,-a AND GUTTER - SEE NOTE 4 O A� of IIASA)j a DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 A CURB RADIUS DETAIL O m - '••� $ SECTION Os r CEMENT CURB "TYPE�� 34363 PERPENDICULAR B' CONCRETE AY LIMIT - SEE NOTE 6 AESs`4GI Sits: /ANAL B 41i? Irl PERPENDICULAR CURE RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotfch 1fl 6/20/13 ISOMETRIC VIEW ISOMETRIC VIEW ""TE°'�ONeN�u'�'+ DAA TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR a PAY LIMIT wade"gree state Department or Ttan°pertnNen A. -J NOTES ! A �� 1. The Detectable Waning Surface (DWS) shall extend the full width of the DETECTABLE WARNING Curb ramp (exclusive Of flares) Or the landing I CURB RAMP, LANDING, CUT- r- SURFACE (DWS) •• 2• The Detectable Warning Surface shall be placed at the back of curb, and THROUGH OR WALKWAY SEE NOTE 3 /--\ ` need not follow the radius - E / \ MN. MAX. t- A 1.50^ 2.40^ 3. The rows of truncated domes shall be aligned to be perpendicular to the Y (1 grade break at the back of curb. A 6 (..� p . _..� B 0.65" - BACK OF CURB - 2'.0 MIN. - 4. The rows of truncated domes shall be aligned to be parallel to the r C 045" 0.90" SEE NOTE 2 , TYP. OF ALL g `le- Q_ Q N r\ L0 O Ld Q Z w \ i :: ; direction of travel TRUNCATED DOME ,:;,,;/ ] �t APPLICATIONS _._._._._ ___.__. _ _ D o.9^ 1.40" 5. If curb and utter are not present such as a shared -use path connection SECTION O E 0.2" 0.2' ~- 9 P t the Detectable Warning Surface shall be placed at the pavement edge, SEE STANDARD SPECIFICATIONS FOR 8. See Standard Plant for sidewalk and curb ramp details. COLOR OF SURFACE CURB AND GUTTER , MATCH TO WIDTH OF CURB RAMP. 7. 1f a Curb ramp is required, the location of the Detectable Warning Surface TRUNCATED DOME SPACING LANDING, Cur -THROUGH OR must be at the bottom Of the ram and Wllhln the required distance from SEE NOTE 3 o Y ; TRUNCATED DOME DETAILS WALKWAY the rail p DETECTABLE WARNING SURFACE DETAIL 8, When the grade break between the curb ramp and the landing is less than LANDING OFFSET �i or equal to 5 ft. from the back of curb at all points, place the Detectable CURB RAMP SEE NOTE B Warning Surface on the bottom Of the Curb ramp. -- - WIDTH OF LANDING WALKWAY WALKWAY i WALKWAY -; WALKWAY WIDTH OF CUT -THROUGH (TYP.) I WIDTH OF CUT -THROUGH y, DETECTABLE WARNING `� TYP.) �- SURFACE (CHIS) SEE NOTE 4 CURB RAMP z BACK OF CURB Y ` �� 2'.0" MIN SINGLE DIRECTION CURB RAMP FIARF .; FIARF 2--g- (GRADE -D" \ (GRADE BREAK BETWEEN CURB AND """' " �� MIN, \\ LANDING s 5 FT. FROM BACK OF CURB) i (SEE NOTE a) DETECTABLE WARNING ~ / L DETECTABLE WARNING LANDING BACK OF CURB - SURFACE (DWS) - BACK OF CURB - o ( DIRECTION OF SEE NOTE 2 - SEE NOTE 3 SURFACE (TYP) - -- SEE NOTE 2 W � 1 SEE NOTE 3 '�- ❑ rrr--- TRAVEL 1 � \ "�•� I WIDTH OF CURB RAMP CURB RAMP � rYd I � BACK OF CURB-- _ SEE NOTE 2 ter•••,•. y _ p MIN. WALKWAY WIDTH OF PERPENDICULAR CURB RAMP I i �� WALKWAY (SEE NOTE 6)/ _ ISLAND CUT -THROUGH ' WIDTH OF CURB RAMP, \ Eg DETECTABLE WARNING N. ••••• -, C LANDING. OR WALKWAY �IAiRj(+ #o SURFACE (TYP.) - \ r oT WAS/, -" /DEECTABLE WARNING SEE NOTE 3 SURFACE (OWS) -SEE NOTE 3 L,--� ( :: ` �` MEDIAN CUT -THROUGH at yr� w J'� BACK A�CURD�- SEE BA11"K OF CURB - -jJ NOTE 2 b z y 1 I SEE NOTE 2 0 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING b ry irt �' vulDTn of SHARED w g s (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - z L_- i ! +USE PATH OR - o `p3 436s Q 4 gg LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 Z TD ! i WALKWAY (TYP.) �cpJ A G1,RT Gt e 8 (SEE NOTE 6) 1 _' Sf 0* 1 CURB RAMP CURB RAMP t NAL IITi WALKWAY LANDING WALKWAY I --- _ g I l' � P. to S 1 WIDTH OF CUT -THROUGH SHARED -USE (rYP.) I y } PATH OR DETECTABLE WARNING I : WALKWAY t I / A ROUNDABOUT SPLITTER SURFACE h ISLAND PAVEMENT SHOULDER RAIL J/f Aft EDGE /T STANDARD PLAN F-45.10-01 zo J - SHEET 1 OF t SHEET i DETECTABLE WARNING : -��- - DETECTABLE. WARNING. APPROVED FOR PUBLICATION BACK OF CURB _ SURFACE (DWS) - SEE NOTE 3 �` PATH OR SURFACE (DWS) � - SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4 & 5 Pasco Bekotfch /it 06/21/12 -HDI G '. - :.. : STATE cedar eaaNe.N DATE PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION WaNnWen Sree oeO.rNnent of TransDert~ (SEE NOTE 6) PLACEMENT GUIDELINES � NOTES 1, Dimensions for ft parts used to assemble the !base c0n- I a.> Intentionally t h slr� Pc�sr - x 1114 (I:N) i.... .............. nektons a . °Ao shown, Base o1)nnectl0ns are V SIGN PANEL patented manufactured products fhat are in compliance wtith SQUARE, 12 -GAGE NCHRP 350 crash teat criteria. The base connection details STEEL TUBE l SIGN SERGE. WI4Et4 / are shown on• this plan only to Illustrate how ft parts are RtEt7URRED -see assembtATd. aTD. PLAN ra•50.10 s, s..... „ , DR£VE RIVET .� T" r". SIGN r'C}ST - 2` (IN) OR � � ..: � ...... ......-. For H1 . refer to the Sign Spectl)catlort Sheet In, the Contract: 2. s1r..N s T 2 €1N) LT WITH NER . : o 2 aro• OM SQUARE, ..., >i � ° « N OR 2 114" (IN) SQUARE. aa. I BOLT WITH NUT . �r w 12 -GAGE STEEL TUBE ;s w:w .3, A '2" (in) post with a 2 1/4" (in) PSST anchor or a t- AND WASHERLS - SIGN POST - 2 1152" (IN) 2 114" (in) e2GAC�ESTfEL fUi3E ; O y Two RLOU:Ilt. .Ei y O } ' ; :i m SWARF; 12•GAG _• z fiat with a 2 tt�" (in) Pa�ST anchor may STEEL TUBE N be substituted. See Contract Plans. a,u (SEE f; TORN OF Ct}6VVI R is t ! rwrE 3) ' 4. Perforated square steel past shall meet the requiremento of w: Bc UARE TUBE : F_ / iI .... .... M FINISHED i '" Sfandard Specification 9.06. ee FINISHED ) : m BOTTOM GROUND .:,. : � �;� FINISHED 1 ; =L � p{ GROUND s i}� � OF SIGN � � � 5. Use Ditty base c0ltttecti0rt manufacturer sir plied haTdWaro LINE \ i ° GRO€1NO w t { I+ ? LINE ar . P i '• UNK f; 1I TOP OF S that masts the requiroments of Standard Spocifioatiorts . m €.'?r and 9.2E RL• STABILIZER FIN _..'' ` BOLT STOP? CLEAN-0tlT BAR FOR SIGN POST a GRC0UND ....> 7f�!St :® Ili ANt ! TOR .. LINE LOWER SiG!-0 POST LEG: ANGLE rrw� .T.., .... -w ....... NVLCIN'W.ASHER - 2 6 1 1 1 €< SUP�C41T 2 ttZ"!IN T 3' WHEN SIGN FACE RAS I � YF At ...... • 3 SCPUARE, 12 -GAGE STEEL TUBE .....f TYPE ill, IV. Vill, OR I... T ccOAPAALrED NATIVE tX SHEETING € BAT KFTLL MATFJ4IAL COMPACTED NATIVE ELEVATION a .pp 3118" (IN) HEX BAC KFIi L MATERIAL t t' (IN; D1AM STEEL _ BOLT STOP HEAD NUT :- TYPE ST -3 SIGN SUPPORT € � FLAT WASHF..R � DrAM:; DEAtf t ' ( FOR SIGN POST + 1> t STS' (IN) OIAM N ,"f a :: a. ELEVATION ELEVATION LOANER SIGN POST 3 1r2^ (IN) LONG D I" (IN) DIAsd. SUPPORT -- 3" (IN), HEX WAD ROL T STEEL .Or'Y4 7 -GAGE, HOT -DIP GMLV., ✓ VVAS=IFR TYPE ST -1 SIGN SUPPORT TYPE ST -2 SIGN SUPPORT ,. '`: ! HFAVY'-OUTYAANCHOR •.,� L>T � , SIGN tYAsfiFL ' • r a SIGN POST 1 ~ COMMERaAL CONCRETE (� r ` DiAMM TOE' OF SIGN 1 fa L I TC> <)F e � : ELEVATION DETAIL SIC3N POET f.. s ..... , v A TYPE ST -4 SIGN SUPPORT aLi E C ✓r. _. r \� I . SIGN POST s - SIGN POST SIGN PANEL "'"' � C s :y �PwI�US A'lgp��, WEDGE ... SIGN POST 920.N POST :1:ct',t �.rsto \ C I fi Sli L SIGN SUPPORT BOTTOM C e h SIGN a c S ` L'OWER SIGN . ; ~ i t Wfl- (IN) CORNER BOLT TYPES ST. i ST -4 OF SIG14 ,... c € 7 POST f POST SUPPORT € CR �a• r,€NI FLAN€eED INSTALLATION DETAILS G a ;yrs° 0 �. _FLEX BOLT W17tI NUT (... SHOULDER BOLT WITH (TY STANDARD PLAN 0-24.50-03U,� D WASHr). P,) , NL7T ANO WASHERS - VIEW t AD r ANE.y 2 RFOUIRFO (TYP j StFET 1 OF 1 SHEET ✓ CLEAN OUT i ' s LOWER SIGN c s Atr"I QR - BAR z � � P05TSUr'I'OA2T 1.,,.,1y` �.,. LEG ANGLE � b,•�;tt" r'IJBL.ICm C>N :�., APPROVED OR TI [` i 31''-, BUT STOP f T GTCIP Foil SIGN POST ...., r" FOR SIGN POST EA•s66,F8NE^fOt<'Et:F ..............�.: :.,. W.dFirgt.rr Snore t3eposlar.M OF Tsexspeq.tian TYPE ST -1 TYPE ST -2 TYPE ST -3 TYPE ST -4 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JO wAsHI� .�•r Gaon e 32 1 4 NAL SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. THE ENCLA VE A T BR/DL E RIDGE O O X Y O O 3/6" EXPANSION JOINT (TYP.) O O (SEE STD. PLAN F-3) 3' 0" 13' 1" 1 O CEMENT4' 0" 10' 9" VARIES ^• 14' MIN. (SEE CONTRACT) CONCRETE SIDEWALK S 5' 0" 7' 8" r O o o 's. o, I i II O J,. J •,ir J.. O O DATE APPR APPROVED: G I BUFFER STRIP SEE NOTE 1 2' 6" 2' 6" CEMENT CONCRETE (TYP,) E CURB & GUTTER Y BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) PLAN VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NOT TO SCALE DRIVEWAY 5'-0" 6'-0" 1 DEPRESSED (BY OTHERS) 1/2" R (TYP.) - �'1 CURB & GUTTER (SEE NOTE 3) 3/6" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) SECTION EO VARIES VARIES - VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) r- VARIES 6" to 0 'j BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 5 OF 6 GtiT Y p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DATE REVISION BY APPR DWG. NAME: F004-4 SP PAGE: F004.4 O O O O O O O O O O O O O o O O O O O O j"x FULL DEPTH EXPANSION JOINT J . ANCHOR BOL T - PA TTERN PER N. D. C. B. U. PEDESTAL TEMPLA TE NO TES: A c d a FRONT VIEW '-4"1 2'-7" MAX. MIN. 5'-0" CLEAR WD TH MOON T ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T WD TH I 0' TO VARIABLE j"x FULL DEPTH 6' EXPANSION JOIN T WALK Q p d 4 a' C Q 4 i a a. a a 1$- 6 ►. 1. INSTALLATION OF N.D. C.B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT N. D. C.B. U. TYPE / MAILBOX INSTALLA TION 16 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS GUTTER LINE �W LINE 4 a a Q 4� _ I PLANTER -'1 STRIP FACE OF SIDEWALK . 4 4 A 4 d MAILBOX CONCRETE PAD DETAIL STA. 13+28.70 ROAD A SCALE: 1--5 STA. 33+1380 ROAD B 1 CITY COMMENTS 11. 13.14 D.R. STRONG 2 CITY COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827.3063 F 425.827.2423 - ' _ t ' r t PELTSTRIAN CURB t f t e A t . (i (' PRI• S;^sF0 Ct4SRB SECTiOrl � lot °. L':r•i; L �t >rsst'v� T, 'r T Ir r 1 I, ti t r t ti CEMENT C0tECF�ETF` TRAFFIC CURB PEPRESSED CURB DF.T AIL NOTES: d N> f " e e r i t. , : a 1. DIAMOND-SHAPED SIGN WITH NINE RED RETROREFLECTI VE DEVICES, EACH WITH A MINIMUM DIAMETER OF 3 INCHES, MOUNTED SYMMETRICALLY ON THE SIGN. 2. THE M/N/MUM MOUNTING HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF A TYPE 4 OBJECT MARKER TO THE ELEVA TION OF THE NEAR EDGE OF THE TRAVELED WAY, SHALL BE 4 FEET. TYPE 4 END OF ROADWAY OBJECT MARKER (MU TCD OM4-1) FUTURE ROAD EXTENSION FUTURE ROAD EXTENSION SIGN 19 AJ 02.13.15 MAJ SURVEYED`: is kW 05.19.15 MA%j DESIGNED: ' LP 141AJ 07.13.15 MAIJ 07.23.15 DRAWN: W CHECKED: BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Q47M c► CITY OF R-383810 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: /i%r Date: 7L2.�hf- THE ENCLAVE AT BRIDLE RIDGE 10.03.14 -■ r_ r v I v I v PAGE: ROAD AND STREET SIGN DETAILS DRAWING N0: Planning/Building/Public Works Dept. C10 U14005368 SHEET: OF: �o za DRS PROJECT N0. 13117 A - N N N NIAI � a .1 z 7 a l i M IDS G a .1 z qq— N 0 0 0 I r Q J LLJ : W z 0 �- 0 U D Of ry C- L d I 0 ry m Q L\d Q 0 z W W AN W Q z W J Li. 13' 6" MIN. TYP. .02 FT - /F7 -1J SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E v W* A4* THE ENCLA VE A T BRIDL E RIDGE 55' R. 0. W. 3' 26' PA VEMEN T WD TH ' LANE It ULMt N / ------ CONCRETE 1 CA TCH BASIN & STORM J SEWERS (TYP.) 8 " WA 4 " HMA 6" CRUSHED ROCK BASE OR 8" SS 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE SE 6TH STREET (STA. 10+45.80 TO STA._ 12+91.90) RESIDENTIAL STREET 3' 13' 53' R. 0. W. 26' PA VEMEN T KID TH 3 0 13' LANE O W 4:i 4 " CEMEN T CONCRETE NTS 3' 30' R. 0. W. HALF KID TH R 5.5' ROW 3' 30'-42' 22' DEDICATION 3 0 3 f 17' o o'z W 2 I U -i 0 0 WSW 23 3W IQ) WQ PE pI �� J�WiW 5_0 HiQ � � V I.- i kid P�. W W Z p v W iQ 8' PLAN 7ER =,51UL' OPE 2' 1 2� 4' MIN. WIDE iso 10.83 V (n 3 i k,MAX.S�0 Qi Q i 4.i1 6" MIN. TYP. SHOULDER i , k v ip 4: -- (ACTUAL WD TH 5 W 02 FT./FT. ; e; . 02 FT. FT. , VARIES FROM 4 - 8) J 10 " WIDE EXTRUDED CURB PER WSDOT 4 CEMENT STANDARD PLAN F-10.42-00 (TYPE 6), SUBGRADE SLOPE VERTICAL CEMENT CONCRETE CONCRETE SEE SHEET C28 FOR DETAILS 1 0, 02 FTIF- CURB & GUTTER FULL WIDTH OVERLAY CATCH BASIN & STORM 8" SANITARY SEWER MAIN SEWERS SEE PLAN GRIND AND OVERLAY AS / NECESSARY TO OBTAIN 290 CROSS SLOPE 2"' CLASS B HMA OVER 6" ACP 6" CRUSHED ROCK BASE COMPACTED SUBBASE EAST HALF 156TH AVENUE SE (MINOR ARTERIAL STREET) 8' PLANTER 5' SIDEWALK I i SE 6TH STREET (STA. 12+91.90 TO STA, 15+01.15. WAPA TO PLACE SE (STA. 15+01.15 TO STA. 20+15.19) RESIDENTIAL STREET ,3' , 53' R. 0. W. 3 _ 0 � 13' 0 w s�po 5' SIDEWALK 8' PLANTER 4 1 SAX SC 6„ MIN. TYP. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) � A' Jv `1 WASkI f AL 2� 4:1 MAX- SCOPE 4 " CEMEN T CONCRETE 26' PAVEMENT WIDTH 0 13' LANE so cl� 0 NTS 3' D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NTS THOSE PORTIONS OF THE TEMPORARY HAMMERHEAD TURNAROUND ENCROACHING ONTO PRIVATE LOTS SHALL BE PLACED IN AN EASEMENT ON THE FINAL PLAT. THESE EASEMENTS WILL BE TERMINATED UPON THE EXTENSIONS OF THE RESPECTIVE RIGHTS OF WAY; IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WI TH THE TEMPORARY TURN AROUND AND RECONSTRUCT THE STANDARD ROA DWA Y CROSS SECTION THROUGH THESE AREAS 1 CITY COMMENTS 11.13.14 02.13.15 SURVEYED: ,CALE: /►1T� /► HORIZONTALLY NAD D1983/1991 1988 2 CITY V� � 05.1 �• 1 `5 I� DESIGNED: S AS NOTED 3 CITY COMMENT'S MAJ 07.13.15 MAS! �' 4 �� 1 WR.7 MA�J 07.23.15 � DRAWN: YLP ONE INCH DATM CHECKED: AT FULL SCALE MAJ IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CITY OE RENTON Planning/Building/Public Works Dept. NTS RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY:_w Q Date: I," - THE ENCLAVE AT BRIDLE RIDGE FIELDROAD SECTIONS AND GRADING DETAILS�O C1 1 U14005368 SHEET: 1 i OF: 29 DRS PROJECT N0. 13117 IAI-INININ NIAIA 10.03.14 1z Y� ? z 7M z rn m �j �n i i I r r I I i m i r I I .p 0 J Oo � nJ �r y m i m i r I I I i i { D m Lij z U LLJ0 ry a_ N 0 0 0 1 qgdr Q W 0 0 ry W I 0 My W Q W Q 0 z LL1 to SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M. THE, ENi?L A VE A T BRIDL E RIDGE /� iv .mi iv -/v.vi f vv v"94- •wrfii � v L-LV./V-V/ I /rG J A 1� ' 12'r /E 370.00 (E) IN ' ' ' ' SEE DETAIL, SHEET C19 8 "CMP S=3 SWNG/NG SEC770OVS Tw.) 31 LF 12" LCPE (P12) , , -- R A. J of waste D.R. STRONG Call 2 Working Days Before You Dig CONSUL TING ENGINEERS 811 ED 4 32 ENGINEERS PLANNERS SURVEYORS Utilities Underground Location CenterI� (ID,MT,ND,UR,WA) IONAL 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 11.13.14 MAJ 02.13.15 MAJ SURVEYED: Sis 2 CITY COMMENTS M&J I 05.19.15 MAJ 401.21 DESIGNED: I 3 CITY COMMENTS MAJ 07.13.15 MAJ YL' 4 MYLARS MAJ 07.23.15 MAJ DRAWN: YL.P 24 390.17 387.15 28 400.14 CHECKED,: ,w, NO. REVISION BY DATE APPR 1�1AJ APPROVED: MAJ SCALE: AS NOTED ONE INCH IF AT FULL SCALE 1 IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 NO TES: 1. ALL BUILDING DOWNSPOUTS, F0077NG DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAW NGS 1XXX ON FILE WITH CITY OF REN TON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNEC77ON TO 71-1E DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA TION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PA TCHING, 0VERLA Y, 0VERLA Y WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. PRI VA TE DRA INA GE EASEMEN T NO TE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. LANDSCAPING NOTE 1. TRACT "A" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY 774E HOA. AN EASEMENT OVER AND ACROSS TRACT "A" ALLOWING 774E CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACILITIES IN THE TRACT WILL BE RECORDED. 2. 7HERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAIN TAINED STORM ELEMEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRI VA TEL Y MAINTAINED. 2. ALL PRI VA 7E" STORM CONNECTIONS TO BE PERFORA 7ED STUB -OUTS VER TI CAL DA TUM: NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDP WSB) VERTICAL CONTROL. FL 0 W CON TROL BMP NO TES: 1. 774E DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER L 0 T. 1400 S.F. OF ROOF AREA ON EACH LO WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 50X THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). SPLASH BLOCKS REQUIRE A MINIMUM VEGETATED FLOWPA TH OF AT LEAST 50 FEET. IF A 50 -FOOT FLOWPATH IS NOT AVAILABLE ON A GIVEN LOT, THEN A 20 -FOOT GRAVEL FILLED TRENCH SHALL BE UTILIZED FOR BASIC DISPERSION WITH A MINIMUM 25 -FOOT VEGETATED FLOWPA 774. 2. BASIC DISPERSION, AND PERFORA 7ED PIPE CONNECTION BMP HAS BEEN UTILIZED FOR THIS PLAT. J. FLOW CONTROL BMPS CONSTRUCTED ON EACH L 0 T SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ROAD TAPER CAL CULA TION = L W = WIDTH = 10.78 FEET S = SPEED (MPH) = 25 MPH L = TAPER LENGTH = 112 LF PRI VA TE CB SCHEDULE LOT# RIM 1E 1 401.12 398.65 7 407.10 404.50 9 401.21 398.71 11 390.54 388.00 15 391.26 388.25 18 382.38 379.40 21 383.06 379.50 24 390.17 387.15 28 400.14 397.00 31 395.08 391.40 LOT RUNOFF NOTE: RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL BUILDING PERMI TS. NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. 383812 RECOMMENDED FOR APPOVAL �"E t CITY OF THE ENCLAVE AT BRIDLE RIDGE FIEL 10.03.14 R E N TO N ROAD AND STOFM DRAINA� GE PLAN NO: Planning/Building/Public Works Dept. U14005368 [C12 E"' 12 °^Z9 DRS PROJECT N0. 13117 A- N N NNIAIA Date:7j(_z'1[tE <4 > Date:BY:� BY: Date: BY: Date: �"E t CITY OF THE ENCLAVE AT BRIDLE RIDGE FIEL 10.03.14 R E N TO N ROAD AND STOFM DRAINA� GE PLAN NO: Planning/Building/Public Works Dept. U14005368 [C12 E"' 12 °^Z9 DRS PROJECT N0. 13117 A- N N NNIAIA 0 w 000 rn � n � C m >rn m i I cn n C3 o m o > L <4 > .- _ 7: D C m m n ' D 0 w 000 rn � n � C m >rn m i I cn n C3 o m o > T Q Y T 0 w °O rn o n �C rn 1 rn� od 1 rn C CD rn .1 Z W Q z U W D O ry n O Q. Q N LO O i 4 ci: T�T 11 .' T7 7 7 ll 17 I W Q z U W D O ry n O Q. Q N LO O i 4 ci: T�T 11 1 1 13 r cn T t Ld LTJ z �- 0 w CY °- LJ 0 Gr_ W LTJ Q U z LJ bi SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE �N O� opt 00.� N� optj �t� Op� O)� COQ O� Cpl' ��' �� r�0 Opp �� Nw mow. C}" .�`� �1► �w O^ .`� I*. co h DO N �o co DO N os a0 0� �o C4 DO �F O co N DO �1• O coco icj r< O N oo 0.i N o w �cj N of .� co rj N �O o�0 oar• �� �� �� �O �O �O O� O� O^ O� 00 00 O� O� O� o� �� �� CO opp� opo X00 opt Os "� � � �"� ►'� � 10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A J0� A � � WSE 4 32 ISfER IQNAL 1 CITY COMMENTS 11. 13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 CRY Cr-)MMENrs4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827.3063 F 425.827.2423 MAJ 02.13.15 MAJ SURVEYED: Sis MAJ 05.19.15 H. P. ELEV = 409.29 MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP m CHECKED: MAJ H. P. STA = 15+22.86 AP P R APPROVE" D o n PW STA = 15+22.86 En 420 PVI ELEV = 413.04 420 A.D. = -12.00 K = 20.83 L.P. ELEV = 394.48 250.00' VC L.P. STA 11+19.89 PW STA _ 11+82.39 PVI ELEV = 392.61 A.D. = 8.00: K = 31.25 250.00' VC v � �- v 410 _ ,: 40 « , -sit, W 410 -� ------ ----------- -- "--------.------ ,.\ 0 •, Q ., EXIS71NG GRADE AT t 00 •..i ROW CENTERLINE - FlNI S'HEO GRA AT � DE � O W ' ROW CENTERLINE q �. t� os 70 p h O � O -. . to ars U Cio f� . op M os ao co N o � " F O , � : ......400 ► _ S C t aD CB 16 TYPE 1 400 RIM 406.60 12 /E 402.6 O 0 W, S IN, OUT -_- ---' 4.17X (P17) LF 12 LCPEO4.1 � ----------- _ .. O C8 17 TYPE 1 _ RIM 40 6.60 'L :. • ,,, P ------------- -- 12 IE 403.60 E OUT - _ - _ j 4 Q _- :. f CB 9 TYPE 1 CB 15 TYPE 1 S, ' O _ .. RIM 399.55 12 /E 395.21 N, W /N, OUT ( ) RIM 401.19 i / 7 7o N W IN 2 E 39 _ S o� 390 000*y 8 LF 12 LCPEf 7 :.a _..... _ - - 24 LF 12 LCPE O 5.581 P10 ( ) 24 LF 12 LCPE O 2.041`' P115 ( ) . 12 /E 39Z 70 S OUT ( ) _ 390 76X (Pa). CB8. TYPE 1 CB 10 TYPE 1 o N ki ............... RIM 394.14 ... _. „ 12 .... /E . 390.43. N E W /N /N OUT (. ) R/M 399.55 12" IE 396.55 S OUT O CB 115 TYPE 1 N f RIM 401.19 Q _ . 24 LF 12 LCPE O 2.961r (P108) 12 /E 398.19 (E) OUT CB 106 TYPE 1 RIM 394.14 394.14 12" E391.14 (S) OUT ,. CB 13 TYPE' :1------------- RIM 369.44 l ---- ;--- CB 7 TYPE 1 12 " 385.95 (N, W) /N " IE 0.. RIM 394.84 12 /E 365.95 (SE) OUT 86, 12" IE 389.84; (E, SW) IN, OUT 24 LF 12 CPEO 2.041r P113 ( ) .......� ..... 380 41 LF 12 LCPE O 2.291 P7 _ _. _.... _ -_,, 36a_ _ _ ........... CB 113 TYPE 1 CB 6 TYPE 1 RIM 389.44 RIM 392.90 12" IE 386.44 (E) OUT O 12" IE 388.90 (NE, S) IN, OUT CB 12 J TYPE 2-48" RIM 383.59 Z 12" IE 377.27 (NW, W) IN, OUT - 31 LF 12" LCPE O 1.0010 (P12) 370 _ _ Q _ _ it CB 11 TYPE 2 48 _ _ _ 370 RIM 383.71 12" IE376.96 (EW) IN OUT SE .6TH ST WA PA TO PL SE �N O� opt 00.� N� optj �t� Op� O)� COQ O� Cpl' ��' �� r�0 Opp �� Nw mow. C}" .�`� �1► �w O^ .`� I*. co h DO N �o co DO N os a0 0� �o C4 DO �F O co N DO �1• O coco icj r< O N oo 0.i N o w �cj N of .� co rj N �O o�0 oar• �� �� �� �O �O �O O� O� O^ O� 00 00 O� O� O� o� �� �� CO opp� opo X00 opt Os "� � � �"� ►'� � 10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A J0� A � � WSE 4 32 ISfER IQNAL 1 CITY COMMENTS 11. 13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 CRY Cr-)MMENrs4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION O 425.827.3063 F 425.827.2423 MAJ 02.13.15 MAJ SURVEYED: Sis MAJ 05.19.15 M&I DESIGNED: 1 L- MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP m CHECKED: MAJ BY DATE AP P R APPROVE" 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88.37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. O UTILITY CROSSING, SEE SHEET C29 FOR DETAILS GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT. VERTICAL 20+80 383815 RECOMMENDED FOR APPOVAL BY(� A Date: % Z7fil BY: Date: BY: Date: BY:�-i-- NG40A Date: %�LC SCALE: 1988 THE ENCLAVE AT BRIDLE RIDGE DATE: HORIZONTALLY NAD D1983/1991 :� 1 0.03. � 4 AS NOTED CITY OF FIELD800K: WL RENTON PAGE: ROAD AND STORM DRAINAGE PROFILE ONE INCH � DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. C15 IF NOT ONE INCH SCALE ACCORDINGLY U14005368 SHEET: OF: 15 29 :s DRS P NO. 131171A1- NININ NIA A II X A n -n CD z j 0 m Q M 7 N D o n En II X jl -n CD m Q N D o En � w Z C) U N D l_i._ O ry CL w 0 ry W Q LLl Q U Z W w i w Q Z W J Li. 410 'II 390 380 RIM 1382.48 12" lE 377.98 (SW) 18" 1E 377.48 (NE) 370 SE 1/4 SECTION 14., TOWNSHIP 23 N., RANGE 5 E, W.M. THE ENCLA VLw A T BRIDLE RIDGE 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w d coN"?9 ".� PN STA = 34+72.51 "O ..2 rno t\°eg oao �N `orj PW ELEV = 397.23 MAJ DRAWN: YLP �C N CHECKED: MAJ A.O. _ -4.00 AP P R op : rn °'� NCIO o K = 5.00 410 20.00' VC II mom' -� h O O L.P. ELEV = 381.91 N coo +'PIZ L. P. STA = 31+23.49 + �' � to o PVI STA 31+85.99 W N Ki PW ELEV = 380.04V �i W W + + o A.D. _ 8.00 m K = 31.25 400 250.00' VC W 9G f' W W 390 FINISHED GRADE AT ROW CENTERUNE EXIS71NG GRADE AT ROW CENIE'RLINE ----i ---------- -- _ _ __ 380 24" LCPE TO INLET 1 10 18" HDPE O 0.50X P CB 2 TYPE 1L RIM 381.57 12" IE 37Z 10 (N) IN 18" 1E 376.60 (WE) IN, OUT CB 1 TYPE 2-48" 25 LF 12" LCPE O 5.88' (P102) DROP CATCH BASIN RIM 386.56 CB 102 TYPE_ .1 12"- IE 385.08 (N) IN RIM 361.57 18" IE 375.55 (W) IN 12" 1E 378.57 (S) OUT 24" IE 375.05 (S) OUT 'E O 1.07X (P3� 24 LF 12" LCPE O 2.00' (P101) CB 101 TYPE 1 RIM 388.55 12" IE 385.55 (S) OUT SE 7 TH PL 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w d coN"?9 ".� p "O ..2 rno t\°eg oao �N `orj `bo MAJ DRAWN: YLP �C N CHECKED: MAJ BY AP P R op : rn °'� NCIO o 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w 02.13.15 MAJ SURVEYED: is MAJ 05.19.15 � DESIGNED: 1 L MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP �C CHECKED: MAJ BY DATE AP P R APPROVED: 4 LF 12" LCPE O 1.96X (P1 390 nN/SHED GRADE LOT 15/16 TRACT "A" EXISTING GRADE c0 c0 c0 N N Ln L A �7 m �° 7 �D Ir -Ili D �C D AM : < • n 0+00 0+80 1+60 �0 N rn n N 0) a0 A �7 m �° 7 �D D �C D AM : < • n 0+00 0+80 1+60 "2 00(E)IN 1 1 1 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 ow 1 INCH = 5 FT. VERTICAL RECOMMENDE.D FOR APPOVAL BY(�� Date: 7..�L1� BY: Date: BY: Date: BY: �'�� �'` Date: SCALE: DATE: HORIZONTAL: NAD 11983/1991 �� THE ENCLAVE AT BRIDLE RIDGE 10.03.14 AS NOTED CITY OF FIELDBOOK: RENTON PAGE: ROAD AND STORM DRAINAGE PROFILE DRAWING NO: ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. C16 IF NOT ONE INCH SCALE ACCORDINGLY U14005368 SHEET: 16 OF: 29 ` a DRS PROJECT NO. 13117 -INININ NIAIA s M A �7 m �° 7 �D D �C D AM : < • n qqt N 0 0 0 1 d- ToQ LLJ W z 0 U -" Li O ry n w m Q LJ Q U z W W K w Q z Ld J RIM 376.49 NEW 12" IE 373.44 (REUSE EX KNOCKOUT) (N) IN •Jr'W -9010 Or' :'7: i i Irl 1AI L STA. 46+64.57, 20.12' R RIM 373.59 NEW 18" IE 370.69 (NE) IN EX. 18" IE 370.78 (N) IN EX. 18" IE 370.61 (S) OUT SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E .9 W. A4* SHE ENCLA VE A T BRIDL E RIDGE PER WSDOT STD. PLAN L-20.10-02 TYPE 3 390 _ PIL 380 370 360 n N n �'� rn co N oo N N rn ►� oo n O N N N N 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 SECTION A -A Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. O q �1~ 0 'r ED �O 4 2r FFID,� .� S L 1 CITY COMMENTS 11.13.14 D.R. STRONG 2 C17Y COMMENTS CONSUL TING ENGINEERS 3 Cmr Coes 4 MYUIRS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.827.2423 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 390.PSL ACCESS ROAD CROSS SECTION ?4nF- DETENTION SUMMARY SHEET *RIP RAP PAD SPECIFICATIONS R/PRAP SHALL BE REASONABLY WELL GRADED W1 TH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE • 16 INCHES MINIMUM STONE SIZE .• 4 INCHES RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS ASSUMED TO BE APPROX/MA TEL Y 3: 1 F00 TING NO TE RETAINING WALL WILL SUPPORT A PORTION OF THE POND EXCA VA TION AND LIVE STORAGE. PER THE GE07ECH, SOIL CONDITIONS THROUGHOUT THE POND EXCA VA TION ARE EXPECTED TO CONSIST OF COMPETENT GLACIAL TILL DEPOSITS. GIVEN THE RELA TI VEL Y MODERA 7E 3H: 1 V SLOPE LA YBACK FOR THE POND EXCA VA TION, A STANDARD FOOTING EMBEDMENT SUFFICIENT TO ACHIEVE FIVE -FEET TO "DAYLIGHT" IS ACCEPTABLE. "DAYLIGHT" IS DEFINED AS THE HORIZONTAL DISTANCE BETWEEN THE BOTTOM EDGE OF FOOTING AND THE FACE OF THE 3H: 1 V SLOPE. A TWO TO THREE FOOT EMBEDMENT OF THE FOOTING WILL LIKELY ACHIEVE THIS CRITERIA. A GEOTECHNICAL ENGINEER SHOULD BE ONSITE TO OBSERVE THE FOOTING EXCA VA 77ON AND EMBEDMENT DEPTH TO CONFIRM CONDI TIONS 6' CHA/NL/NK FENCE TYP. RETAINING WALL MAX/MUM ji 3Rn _ _ _ -------- HEIGHT 6 -FEET s (UNDER SEPARA TE PERMIT) GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MATM .: m - N 02.13.15 N SURVEYED: SJS O A 05.19.15 ' DESIGNED: 1 L MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP CHECKED: MAJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 390.PSL ACCESS ROAD CROSS SECTION ?4nF- DETENTION SUMMARY SHEET *RIP RAP PAD SPECIFICATIONS R/PRAP SHALL BE REASONABLY WELL GRADED W1 TH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE • 16 INCHES MINIMUM STONE SIZE .• 4 INCHES RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS ASSUMED TO BE APPROX/MA TEL Y 3: 1 F00 TING NO TE RETAINING WALL WILL SUPPORT A PORTION OF THE POND EXCA VA TION AND LIVE STORAGE. PER THE GE07ECH, SOIL CONDITIONS THROUGHOUT THE POND EXCA VA TION ARE EXPECTED TO CONSIST OF COMPETENT GLACIAL TILL DEPOSITS. GIVEN THE RELA TI VEL Y MODERA 7E 3H: 1 V SLOPE LA YBACK FOR THE POND EXCA VA TION, A STANDARD FOOTING EMBEDMENT SUFFICIENT TO ACHIEVE FIVE -FEET TO "DAYLIGHT" IS ACCEPTABLE. "DAYLIGHT" IS DEFINED AS THE HORIZONTAL DISTANCE BETWEEN THE BOTTOM EDGE OF FOOTING AND THE FACE OF THE 3H: 1 V SLOPE. A TWO TO THREE FOOT EMBEDMENT OF THE FOOTING WILL LIKELY ACHIEVE THIS CRITERIA. A GEOTECHNICAL ENGINEER SHOULD BE ONSITE TO OBSERVE THE FOOTING EXCA VA 77ON AND EMBEDMENT DEPTH TO CONFIRM CONDI TIONS 6' CHA/NL/NK FENCE TYP. RETAINING WALL MAX/MUM ji 3Rn _ _ _ -------- HEIGHT 6 -FEET s (UNDER SEPARA TE PERMIT) GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MATM .: m - N SECTION B -B & CITY OE RENTON Planning/Building/Public Works Dept. 0+40 0+80 383817 PROPERTY LINE ?7 MIN. RECOMMENDED FOR APPOVAL BY: Date: 7h7 /S BY: Date: BY: Date: BY: �=-- /U'�^�' Date:./mak/dS THE ENCLAVE AT BRIDLE RIDGE DETENTION POND DETAILS U14005368 DRS PROJECT N0. 13117 1A - NINININIA 10.03.14 FIELDBOOK: PAGE: DRAWING NO: C17 SHEET: OF: 17 29 wl- -ft .p o N N mp °o O O ' CD rrl �. z un m SECTION B -B & CITY OE RENTON Planning/Building/Public Works Dept. 0+40 0+80 383817 PROPERTY LINE ?7 MIN. RECOMMENDED FOR APPOVAL BY: Date: 7h7 /S BY: Date: BY: Date: BY: �=-- /U'�^�' Date:./mak/dS THE ENCLAVE AT BRIDLE RIDGE DETENTION POND DETAILS U14005368 DRS PROJECT N0. 13117 1A - NINININIA 10.03.14 FIELDBOOK: PAGE: DRAWING NO: C17 SHEET: OF: 17 29 wl- -ft .p o w 00 I � � mp °o o� n I e-7 m ' CD rrl �. z un m {Cn i mp °o m a O 9E W �. z UJ w Z w J li T b #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH...,,, PRECAST BASE SECTION FRAME AND VANED GRATE �AM �On „ S• 5 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES PIPE MAXIMUM PIPE MATERIAL INSIDE HANDHOLD DIAMETER REINFORCED OR 12" PLAIN CONCRETE 6" ALL METAL PIPE 15" CPSSP * 12" (STD. SPEC. 9-05.20) 8" SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) 60" PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) 8" * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set In mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �'~nY °�' PUBLIC WORKS CATCH BASIN TYPE 7 noSTD' PLAN - 200.00 t DEPARTMENT ��NzO� MARCH 2008 SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. FHE EAICLA VE A T BRIDLE RIDGE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rings risers and castings shall be set in mortar in accordance with PIPE CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) x Q DIMENSIONS HANDHOLD MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE in'/ft. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" c°Dv 6" 771 RECTANGULAR ADJUSTMENT SECTION 0.23 0.15 54" 4.5" 8" OR CIRCULAR ADJUSTMENT SECTION 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" GROUT, TYPICAL (SEE NOTE 5) 8" 60" 12" Q . ' c'; . �' • .; �•• 8" FLAT SLAB TOP z 12" '' 96" 8" z :• •'' 0.39 0.29 72" Q 36" 48" 1. SHEAR GATE W/ CONTROL ROD O LL FOR CLEANOUT DRAIN (ROD 48", 54',60',72-,84' OR 96- A. CLEANOUT GATE IS VISIBLE FROM TOP. BENT AS REQ'D FOR VERTICAL 2' MIN MORTAR (TYP.) • ' STEPS 0R • :: LADDER SM SMOOTHEDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• 367.00 OUTLET PIPE TO HAVE SMOOTH 0. D. EQUAL TO CONCRETE PIPE 1. D. MORTAR FILLET :; . �, LESS 114- :'; •,. REINFORCING STEEL (TYP.) \\ N :- U?iv ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) GRAVEL BACKFILL FOR 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. �� 60 0 CONTROL STRUCTURE 12. PIPE ZONE BEDDING 66 fit_ SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER "O" RING 12" .'` '�` ?�"• GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING d SEPARATE BASE PRECAST NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rings risers and castings shall be set in mortar in accordance with PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE in'/ft. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rings risers and castings shall be set in mortar in accordance with Standard Specification 9-04.3. O Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) 0 (Std. Spec. 9-05.12(1)) QQ (Std. Spec. 9-05.12(2)) Y n PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 + DEPARTMENT ��1VTo� MARCH 2008 ~I � 15' (TYP) SEE NOTE 1 J" DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY BARS EQUALLY SPACED PLACED SEE DETAIL BELOW (4" 0. C. MAX.) AL � J A PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. PLAN VIEW LOCATE STEPS DIRECTLY BELOW. " DIA. SMOOTH ROUND BARS LOWER STEEL BAND �I" X 4" WIDE WELDED EQUALLY SPACED. FORMED TO FIT IN GROVE BARS SHALL BE WELDED TO OF C. B. RISER 24" SEE UPPER &LOWER BANDS NOTE 1 (24 BANDS EVENLY SPACED SEE NOTE 1) UPPER STEEL BAND J" X 4" WIDE TYPE 2 45' SMOOTH � VERTICAL BARS C.B. F..__.. HOOK CLAMP ANCHORED TO C. B. RISER DETAIL HOOK CLAMP NO TES.• SECTION A -A !S, ELEV, =377.50 = TOP OF EMERGENCY v OVERFLOW=377.22 STANDARD GAL VAN/ZED STEPS OR LADDER 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45• ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT, • STEEL BARS MUST BE GALVANIZED. J. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS KITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY FOR DEBRIS CAGES WI THIN ROAD RIGHT-OF-WAY, SEE DRAWING 2-028 KCRS. BIRDCAGE EMERGENCY 0 VERFL 0 W P Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) N IS FRAME & ROUND SOLID COVER MARKED "DRAIN" W/ LOCKING BOLTS RIM = ±379.75 16 MAX. 7- 377.75 JAILHOUSE WINDOW, SEE DETAIL, THIS SHEET HANDHOLDS, _ STEPS OR LADDER 2' M/N 18" INLET PIPE INVERT = 371.00 PER PLANS to Y Q m Z 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALT_ NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3, MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. SEE NOTE 4 U~e Y o� - STD. PLAN - 202.00 + + PUBLIC WORKS CATCH BASIN INSTALLATION ML DEPARTMENT �A-N'T°� MARCH 2008 9 , DESIGN W, S = 377.00 PIPE SUPPORTS �- SEE NO TE 6 6" ELBOW IE = 374.98 ORIFICE 0=2.35" 6" ELBOW lE = 374.80 ORIFICE 0=2.28" 1.5 x DIA. MIN. 18"0 RISER 18"0 OUTLET PIPE lE= 371.00 18" OUTLET PIPE INVERT = 371.00 PER PLANS PLAN VIEW SCALE 1 " = 2'-O" HC SEE NOTE N07E.• ALL THROUGH CURB INLETS MUST HAVE 81-D/REC77ON7AL GRATES ca �wnv. 1" MIN. 20 114" PIPE ALLOWANCES SURVEYED: SiS CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP Q SOLID WALL PVC PROFILE WALL PVC 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" Standard Specification 9-04.3. O Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) 0 (Std. Spec. 9-05.12(1)) QQ (Std. Spec. 9-05.12(2)) Y n PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 + DEPARTMENT ��1VTo� MARCH 2008 ~I � 15' (TYP) SEE NOTE 1 J" DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY BARS EQUALLY SPACED PLACED SEE DETAIL BELOW (4" 0. C. MAX.) AL � J A PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. PLAN VIEW LOCATE STEPS DIRECTLY BELOW. " DIA. SMOOTH ROUND BARS LOWER STEEL BAND �I" X 4" WIDE WELDED EQUALLY SPACED. FORMED TO FIT IN GROVE BARS SHALL BE WELDED TO OF C. B. RISER 24" SEE UPPER &LOWER BANDS NOTE 1 (24 BANDS EVENLY SPACED SEE NOTE 1) UPPER STEEL BAND J" X 4" WIDE TYPE 2 45' SMOOTH � VERTICAL BARS C.B. F..__.. HOOK CLAMP ANCHORED TO C. B. RISER DETAIL HOOK CLAMP NO TES.• SECTION A -A !S, ELEV, =377.50 = TOP OF EMERGENCY v OVERFLOW=377.22 STANDARD GAL VAN/ZED STEPS OR LADDER 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45• ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT, • STEEL BARS MUST BE GALVANIZED. J. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS KITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY FOR DEBRIS CAGES WI THIN ROAD RIGHT-OF-WAY, SEE DRAWING 2-028 KCRS. BIRDCAGE EMERGENCY 0 VERFL 0 W P Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) N IS FRAME & ROUND SOLID COVER MARKED "DRAIN" W/ LOCKING BOLTS RIM = ±379.75 16 MAX. 7- 377.75 JAILHOUSE WINDOW, SEE DETAIL, THIS SHEET HANDHOLDS, _ STEPS OR LADDER 2' M/N 18" INLET PIPE INVERT = 371.00 PER PLANS to Y Q m Z 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALT_ NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3, MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. SEE NOTE 4 U~e Y o� - STD. PLAN - 202.00 + + PUBLIC WORKS CATCH BASIN INSTALLATION ML DEPARTMENT �A-N'T°� MARCH 2008 9 , DESIGN W, S = 377.00 PIPE SUPPORTS �- SEE NO TE 6 6" ELBOW IE = 374.98 ORIFICE 0=2.35" 6" ELBOW lE = 374.80 ORIFICE 0=2.28" 1.5 x DIA. MIN. 18"0 RISER 18"0 OUTLET PIPE lE= 371.00 18" OUTLET PIPE INVERT = 371.00 PER PLANS PLAN VIEW SCALE 1 " = 2'-O" HC SEE NOTE N07E.• ALL THROUGH CURB INLETS MUST HAVE 81-D/REC77ON7AL GRATES ca �wnv. 1" MIN. 20 114" 02.13.15„ TYP. SURVEYED: SiS 1�1AJ CATCH BASIN TYPE 1 IIItAJ DESIGNED: YLP 40" (WIDE SIDE) ::o z_ MN Ii11AJ M a SEE NOTE 4 TT (. iJ t V s:-) m y DRAWN: W -� oo � (TYP.) CHECKED: MAJ BY DATE 2M1N ' SEE NOTE 2 18"0 CMP RISER 2. OUTLET CAPACITY 100-Y R DEVELOPED PEAK FLOW (TYP.) 0 �* N Z N TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) HOOD ' ® DO NOT INSTALL SAFETY BAR 1 DEBRIS GUARD 20" x 24" VANED GRATE FRAME ISOMETRIC VIEW + PUBLIC WORKS DEPARTMENT DETAIL SECTION O CATCH BASIN = 7" 3" (Z 0.25') GRATE FRAME CATCH BASIN TYPE 1L SEE NOTE 1 SECTION OA NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned With the grate slots. Tap each hole to accept a 5/8" x - 11 NC X 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. OPEN CURB FACE STD. PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 18"0 INLET PIPE V ruivu uc�iui FROM POND 377.00 lE= 371.00 02.13.15„ -34" (WIDE SIDE) SURVEYED: SiS 1�1AJ CATCH BASIN TYPE 1 IIItAJ DESIGNED: YLP 40" (WIDE SIDE) FRAME CATCH BASIN TYPE 1L SEE NOTE 1 SECTION OA NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned With the grate slots. Tap each hole to accept a 5/8" x - 11 NC X 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. OPEN CURB FACE STD. PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 18"0 INLET PIPE V ruivu uc�iui FROM POND 377.00 lE= 371.00 •�� A, JOU WASk 1 _i 0 4 32� I ZONAL D.R. STRONG 2 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 FN 0. O 425.827.3063 F 425.827.2423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS REVISION MAJ 02.13.15„ SURVEYED: SiS 1�1AJ 05.19.15 IIItAJ DESIGNED: YLP NOT • 07.13.15 MN Ii11AJ 07.23.15 TT (. iJ t V s:-) m y DRAWN: W -� oo � 1. USE A MINIMUM OFA 54" DIAMETER TYPE TWO CATCH BASIN. CHECKED: MAJ BY DATE 2M1N APPROVED: 18"0 CMP RISER 2. OUTLET CAPACITY 100-Y R DEVELOPED PEAK FLOW i i a J. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS cn PREFERRED. GAL VAN/ZED PIPE PARTS TO HA VE ASPHAL T TREA TMENT 1. SHEAR GATE W/ CONTROL ROD 4. FRAME AND LADDER OR STEPS OFFSET SO: FOR CLEANOUT DRAIN (ROD A. CLEANOUT GATE IS VISIBLE FROM TOP. BENT AS REQ'D FOR VERTICAL 2' MIN RESTRICTOR PLATE ORIFICE B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. ALIGNMENT W/COVER) SM SMOOTHEDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• 367.00 OUTLET PIPE TO HAVE SMOOTH 0. D. EQUAL TO CONCRETE PIPE 1. D. LESS 114- 6. PROVIDE AT LEAST ONE 3"X, 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 60"0 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. �� 60 0 CONTROL STRUCTURE •�� A, JOU WASk 1 _i 0 4 32� I ZONAL D.R. STRONG 2 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 FN 0. O 425.827.3063 F 425.827.2423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS REVISION MAJ 02.13.15„ SURVEYED: SiS 1�1AJ 05.19.15 IIItAJ DESIGNED: YLP MAJ 07.13.15 MN Ii11AJ 07.23.15 TT (. iJ t V s:-) m y DRAWN: W -� oo � O CHECKED: MAJ BY DATE AP P R APPROVED: N TS CIRCUMFERENCE LENGTH OF OPENING SIZED FOR 100 YR FLOW = 5.72' OVERFLOW v W, S 37Z 65 >>E FRA ME TE FOR SECONDARY INLET. PROVIDE VERTICAL BARS /N FRAME 0 4 0. C. (OTHER FLOW SYSTEMS ACCEPTABLE /F APPROVED BY DDE -5) SEE ALSO THE SEPARA TE OVERFLOW STRUCTURE. SHOWN 1N FIGURE 5.3.1.0 JAILHOUSE WINDOW DETAIL REMOVABLE WATERTIGHT COUPLING OR FLANGE r 6 i MAX PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 :� CITY OF WL RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NTS I2 CN ©E� NTS RECOMMENDEQ FOR APPOVAL BY. � �' Date: 7 BY: Date: BY: Date: BY: �^+ Date: -1 4%& DATE: THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELOBOOK: STORM DRAINAGE DETAILS PAGE: DRAWWG N0: C18 U14005368 SHEET: OF: 1s 29 i i i I I i Cr . 4_1�- � w 00 I C n [ -3 n I~ > �''I I T VC r TT (. iJ t V s:-) m y ' -� oo � O .p M i i a I I I 0 I M cn 5: � L1 z 0 W D ry 01-1 CL W I 0 1L_ W f— Q LTJ Q C U Z LJ LJ I— TOP 24" 4 EQUAL SPACES 4 EQUAL SPACES t`n Nil I SECTION O SLOT - SEE DETAIL AND NOTE 1 N SECTION O Nli N 3!4" 1 114" BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. �~�Y�� STD. PLAN — 204.30 * PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL `` DEPARTMENT VANED GRATE MARCH 2008 PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) MAXIMUM DISTANCE STEEL PIPE CASING BETWEEN SPACERS (MILL PIPE:.) OR SHALL BE SIX DUCTILE IRON (5) FEET O.C. I 7t77 SAID FILLED CASING SEAL ENO OF CASING WITH MAUNi« ACTURED RUBBER ONE SPACED SHALL BE PLACED ON THE SPIGOT ENO SEAL DEVICE END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN CARRIER PIPE (PVC, SDR 35) THE JOINT IS COMPLETE, THE SPACER SHALL 8 . IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RE= ~o LIEVES COMPRESSION MTHIN THE JOINT. Q N NTES to CJ 1. CASING SPACERS SMALL BE *CENITBR IPOSITIONING" TYPE. to 214 MINIMUM F� SINE OT�I BE . INCHES. 3 RUNNM HEIGHT SHALL DE S ZED TO PI IMDEe A. MINI C. " BE EN CARRIER PIPE DELL AND A CASINO PIPE WALL, AT ALL T1I E , INI SUM �" CLEARAA CE TW R N AN OF q CASING WALL TO PREVENT JAMMING DURING INSTALLATION, rn CASING DETAIL r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JO wasNj��.d NAL �•w SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE > TENSION WIREs V (TYP.) (D TENSION WIRE limit hardware design or post selec- ai o 2 TIE WIRE tion of any particular fence type. J U (TYP.) j: FABRIC BAND (TYP.) = m FABRIC BAND (TYP.) TIE WIRES n a STRETCHER BAR (TYP.) SPACED @ 14' MAX. i STRETCHER BAR (TYP.) C 1 i ^ I KNUCKLED SELVAGE ! CHAIN LINK TENSION WIRE c n a I.. TENSION WIRE 1' HOG RINGS (TYP.) -, , o n I ° (TYP.) °i FENCE FABRIC ); POE ii SPACED@24"MAX. - �_ CONCRETE POST FABRIC BAND - I BASE (TYP.) SPACED 15" MAX. 10' MAX. Stormwater NOTES 10' MAX. TYPE 3 500' MAX. 1000' MAX. _ PULL POST -• SPACED HOG RINGS (TYP.) - END OR CORNER (BRACE) POST .i. TENSION WIRE 1. All concrete post bases shall be 10" OR CORNER (BRACE) POST I -TENSION A TENSION WIRE PULL POST WIRE LINE POST -SPACED @ 10' MAX. 10' MAX. (TYP.) --�END BRACE TENSION KNUCKLED SELVAGE i D POST WIRE (TYP.) -TENSION WIRE -BRACE POST 2. Along the top and bottom, using Hog B LINE POST - SPACED BRACE KNUCKLED TENSION WIRE Rings, fasten the Chain Link Fence treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch I END, CORNER, OR PULL POST Fabric to the Tension Wire within the olimits SELVAGE (TYPE - -- -- - - - - - - - of the first full fabric weave. OLL TIE WIRE F TENSION WIRE 3. Details are illustrative and shall not > TENSION WIREs V (TYP.) (D TENSION WIRE limit hardware design or post selec- ai o 2 TIE WIRE tion of any particular fence type. J U (TYP.) j: FABRIC BAND (TYP.) = m FABRIC BAND (TYP.) TIE WIRES n a STRETCHER BAR (TYP.) SPACED @ 14' MAX. i STRETCHER BAR (TYP.) C 1 i ^ I KNUCKLED SELVAGE ! CHAIN LINK TENSION WIRE c n a I.. TENSION WIRE 1' HOG RINGS (TYP.) -, , o n I ° (TYP.) °i FENCE FABRIC ); POE ii SPACED@24"MAX. - �_ CONCRETE POST FABRIC BAND - I BASE (TYP.) SPACED 15" MAX. POST AND RAIL SPECIFICATIONS 10' MAX. Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum TYPE 3 500' MAX. PIPE ROLL FORMED - END OR CORNER (BRACE) POST .i. TENSION WIRE clean the water. For more information or to report _ _-- 10' MAX. (TYP.) A i TENSION WIRE PULL POST I B LINE POST - SPACED BRACE KNUCKLED TENSION WIRE 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch I END, CORNER, OR PULL POST @ 10' MAX. POST SELVAGE (TYPE - -- -- - - - - - - - TENSION WIRE ----- -- TIE WIRE = TENSION WIRE 2" DIAM, O 1.85 (TYP) \ w � 07.23.15 STRETCHER ONE INCH DRAWING NO: C19 z TIE WIRE BAR (TYP.) CHECKED AT FULL SCALE SCALEOACOCORD ACCORDINGLY o- 0 (TYP.) BY DATE FABRIC BAND (TYP.) APPROVER tt DRS PROJECT NO. 13117 A—NNNNA1 FABRIC BAND (TYP.) I L iv i IKNUCKLED SEL`✓AGE ;li.' i' SIJ (TYP.) CONCRETE POST I BASE (TYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 3 1/2" 15/8" Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum POST PIPE ROLL FORMED - -- � T _NOM. SIZE Beige background, teal letters. clean the water. For more information or to report Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: (SCH.40) SECTION WEIGHT (Ib/ft) cn Pond Name and Number I.D. 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch - -- FENCE LINE END, CORNER, OR PULL POST 2 1/2^ DIAM. O 5.10 -- -- - - - - - - - FABRIC LOOP T - 2 SIDES Y Z ----- -- -- -- - - LINE OR BRACE POST 2" DIAM, O 1.85 4 0 0 LL r U SQ J N m � 1 0 FABRIC BAND TENSION WIRE HOG RING - @2 END OR CORNER (BRACE) POST DETAIL AO -ENSION WIRE BAR TENSION Vv FABRIC E BRACE POST DETAIL D TENSIO FABRIC BAN[ PULL POST - SPACED HOG RINGS (TYP.) @ 500' MAX. SPACED @ 24" MAX. TENSION WIRE BRACE POST TENSION WIRE STRETCHER BAR (TYP.) STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST z - i�. z u CHAIN LINK ` j FENCE FABRIC i ' ' t� y �O 9 343S3 �syONAL i, HH CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 06/21/12 STATE DESIGN ENGINEER DATE Adft Washington Stale Department of Transportation PULL POST (AT END OR CORNER) DETAIL O PULL POST (WITHIN RUN) DETAIL OD :NSION WIRE p@ WASyj�n ° o o y i43e3 o Cga��3 'pct �CISTER� `� 3 a < ssI OA'AL Q� � CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 11106121112 AIML STATE DESIGN ENGINEER DATE Washington State Department of Transportation ! -" j 48" C do, SPECIFICATIONS: This pond is in our care. Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum slowly or stored until the next storm when it is Pond replaced by incoming flows. This helps prevent Silk screen enamel where possible, or vinyl letters. downstream flooding and erosion and helps Beige background, teal letters. clean the water. For more information or to report Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: littering, vandalism or other problems, call s inch border distance from edge: a - inch; all text 1 - inch from border. City of Renton at (425) 430-7400. Pressure treated, beveled tops, 1 - inch higher than sign Pond Name and Number C do, SPECIFICATIONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: cmr COMMENTS , , ., 3., 4 s inch border distance from edge: a - inch; all text 1 - inch from border. Posts: Pressure treated, beveled tops, 1 - inch higher than sign Installation: Secure to chain link fence if available. Otherwise install two 4"x4" posts, pressure 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch THE ENCLAVE AT BRIDLE RIDGE STORM DRAINAGE DETAILS U 14005368 minimum diameter), with the top sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). POND SIGN DETAIL 24" 3' - 6" (typ) N TS IN TERCEP TOR TRENCH CROSS SECTION R-3838 19 NTS RECOMMENDED FOR APPOVAL B ii - Date: BY: Date: BY: Date: .e BY: Date: : /z D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 0425.8273063 F425.8272423 G 74 > w Z 4 Z CA TZ i C �m> 4�6 !7 n M M i D M = C cmr COMMENTS , , ., 3., 4 MAJ 02. 1 3. 1 s MAJ SURVEYED: S SCALE: AS NOTED 1988 HORIZONTAL: NAD D1983/1991 �� C I TY C10.03.14 "LPAGE: 1111111111■ RENTON Planning/Building/Public Works Dept. THE ENCLAVE AT BRIDLE RIDGE STORM DRAINAGE DETAILS U 14005368 DATE. IN 2 CrrY p v11 1 COMMENTS c C OJ. 9. JI1� DESIGNED: YLP 3 CITY COMMENTS MAJ 07.13.15 MAJ FIELDBOOK: 4 MS S � 07.23.15 DRAWN: YLP ONE INCH DRAWING NO: C19 CHECKED AT FULL SCALE SCALEOACOCORD ACCORDINGLY N 0 . REVISION BY DATE AP P R APPROVER SHEET: 19 OF: 29 DRS PROJECT NO. 13117 A—NNNNA1 T 0 G 74 > w Z 4 Z CA TZ i C �m> 4�6 !7 n M M i D M O - W 0 c m C� �m> 4�6 �od M = C >m m 1 I I I I I I I r - M N O O O I � LEGEND Q MAILBOX � unurr Pocf it H Q LIJ Q U z LLJ _ FG ... .': '.'.' _; _ ...�..... 413.0 PROPOSED SANITARY SEWER ( SMH 7 ... ... FG 395.5 FG 395.6 STA. 15+50.81, 4.34 L • ... FG 397.2 RIM 409.01 FG 400.4 . FG 404.7 6" IE /N 401.18 (E) PROPOSED WA TER .'.' o .. 8 /E OUT 401.01 (S) r ..... 3 .�..f FG 40$5 ... SEWER STUBS LOT *STA TION 1E AT MAIN LENGTH END 1E SLOPE (X) 1 1+29 394.38 42.8 39Z 00 6.12 2 1+74 396.60 42.8 401.50 11.45 3 2+36 399.65 42.8 404.50 11.33 4 0+00 401.04 40.7 406.00 12.19 5 0+00 401.04 60.5 406.00 8.20 6 0+00 401.18 34.2 405.50 12.63 7 1+91 399.22 34.2 403.50 12.51 8 1+08 395.07 34.2 400.00 14.42 9 0+18 390.57 34.2 396.00 15.88 10 0+24 379.30 34.2 392.00 37.13 11 0+92 379.64 34.2 38Z 00 21.52 12 0+17 380.18 32.5 381.57 4.28 13 1+51 379.94 42.6 383.00 7.18 14 1+92 378.25 34.4 390.00 34.16 15 1+32 37Z 63 34.4 386.00 24.33 16 0+44 376.72 34.4 380.81 4.86 17 2+34 376.01 34.4 379.61 3.69 18 1+J8 375.05 34.4 375.75 2.03 19 0+93 374.60 34.4 376.00 4.07 20 0+90 374.57 42.6 376.00 3.36 21 1+61 375.27 42.6 378.00 6.41 22 2+30 375.97 42.6 379.00 7.11 23 0+41 376.68 42.6 384.00 17.18 24 1+26 377.57 42.6 38Z 00 22.14 25 1+86 378.19 42.6 390.00 27.72 26 2+18 398.80 34.2 403.50 13.74 27 1+58 395.84 34.2 399.70 11.29 28 0+73 391.63 34.2 395.40 11.02 29 0+13 388.68 34.2 392.20 10.29 30 1+56 387.27 34.2 390.60 9.74 31 0+96 386.67 34.2 390.50 11.20 EX. HOUSE 1+,31 387.02 1 42.8 392.68 13.22 ..... .. ... NO TES.- ..... 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END lE IS AT STUB END J. CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO .. .. CONNECTION. ... . .. -- ...... ... OL: 74JRU 5 ..... ..... SSMH 1 - • • • STA. 42+95.47, 5.00 R • ' • • RIM 372.30 . ' . 8" lE /N 361.62 (N) 8" IE OUT 361.52 (S) UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCA TE A T 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES A T LOCA TIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS .. OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO .. PROCEEDING WITH CONSTRUCTION. NO TES: 1. ALL TRENCH RESTORATION WI THIN THE CITY OF RENTON R. 0. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT :.:.o FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). 1F THE OUTSIDE OF THE o . TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. (SEE PERMIT NOTE BELOW FOR WORK W/ THIN KING COUNTY R. 0. W.) 2. REFER TO C13 FOR UTILITY CROSSINGS • • J. MINIMUM SIDE SEWER SLOPE IS 2.00% .. 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION DA PLIGHT BASEMENT LOTS NOTE: LOTS 26-31 TO UTILIZE PRI VA TE EJECTION PUMP FOR LOWER FLOOR PERMI T NO TE.• KING COUNTY R. 0. W. PERMI T IS NEEDED FOR WORK WI THIN KING COUNTY R. 0. W. Cl TY OF RENTON WILL OBTAIN THE KING COUNTY R.O.W. APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE Cl TY WILL THEN APPL Y FOR THE KING COUNTY R. 0. W. PERMI T FOR THE SEWER EXTENSION 1N KING COUNTY R. 0. W. KING COUNTY R. 0. W. RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W. _SEWER FEE NOTE: .... ....... • • . • ' CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT +- THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT. ....... SIDE SEWER NOTE: SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. CROSSING /NFORMA 710N 4i SHEET C13 TPP. ..... ... . M (D F:Z T H CONNECT TO EX. SSMH STA. 39+94.99, 3.86 L GRAPHIC SCALE RIM 369.39 0 20 40 80 8" IE /N 355.89 (N, NW) 12" lE /N 355.34 (E) .I • 12" IE OUT 355.24 (S) 1 INCH = 40 FT. f .:. <; SS CLEANOUT -- - STA. 20+63.38, 98.62 L • �---- _._____-_ _, . ' . ' . . ' . ' . . ' . 8 PI/C 6.00 / .... .... ... 0LF 15' PUBL! 38 ..._ EA SEMEN ......... ... 8 /E OUT 381.06 (W) I __ ..ter.... SSMH 10 I bN NA -wiE lall), r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 COR STD. PLAN 400.2 STA. 20+04.68, 5.35' L ° RIM 384.02 8" IE /N 380.51 (E) 8" IE OUT 380.41 (NW) %' 1 CtiY COMMENTS 11. 13.14 MAl 02.13.15 2 CITY COMMENTS MAI 105.19.15 3 CITY COMMENTSIAAJ 07.13.15 4 MYIARS I IAAJ07.23.15 N0. REVISION I 6030111111111111 m17AII SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-383801 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATIlIrI n-m)oJOLV BY: C A Zoo 1. SURVEYED: S BY: DESIGNED: 1pP BY: Date: DRAWN: YLP Date: CHECKED: AP P R APPROVED: IW�,J SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-383801 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATIlIrI n-m)oJOLV BY: C A Zoo 1. Date: " M 1s BY: Date: BY: Date: BY: Date: �4 CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 � RENTON SEWER EXTENSION PLAN�.NO:.� Planning/Building/Public woks Dept. 557 U14005368 =H_"' Zo O^29 DRS PROJECT N0. 13117 A- N NNNAA All �a T f� 4� s z `� rn > ' z o �5 \ C o (J) C: V C) rn m rDI i Cr7 i i 0 m z m ,. m � a Z D 00 n CCD `� rn > ' o �5 \ (J) R (7.� d V C) rn 0 rDI i Cr7 i i 0 , n m T Q D -� 5 ,. m � Z Q z U 0 CY CL i i O w S 7 ao rn 0— Z � n a n >C 1 CDM T N w 1 '^ CD t a x j �y Q 1 x � T �m yr rn m m 2?1 � I > I i Q z U 0 CY CL i i O w ao rn 0— Z � n �C >C 1 CDM T N w 1 '^ CD t a �y Z �r rn 1 x � T �m rn O � W �n � r I �y �C a m 1 z m> zi T N w m m � �m I i rn E i n 7 Ia 0 2?1 W Q z U W D O ry IL 0 I cn n ' mQ hoc r� m tib W Q Z W J LL. y L; ,1 z a C9 'p m z � rTM m r m CD i � D rD td x W Q Z U W O ry n 0 w 00 m r m I � 111 rD td x N � rn x � rrn 1 iE elf Z C t D rTl Y k P O W o n r m rD td x � rn x >m m 'I— %1 / —) f � . 0 -, CJ , f - D D g _ 7 'I— %1 / —) f � . 0 -, CJ , f - Z LLJ U D O n SE 1/4 SECTION 14.9 TOWNSHIP 23 N .9 RANGE 5 E, W.M. THE ENCLA VE A T BR/DL E RIDGE H. P. ELEV = 409.29 H. P. STA 15+22.86 PVI STA = 15+22.86 R-383824 10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 20+80 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. �1 5232 ISTER IO AL �• VIER TICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM.- Call UM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BASIS OF BEARINGS N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. O UTILITY CROSSING, SEE SHEET C29 FOR DETAILS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL 1 CRY COMMENTS 11.13.14 MAJ 02.13.15 MAJ SURVEYED: Sis 2 CRY COMMENTS MAJ I 05.19.15 107.13.15 MAJ � DESIGNED: 3 CRY COMMENTS MAJ r �rn MAJ' m 4 MYLARS MAJ 07.23.15 MAJ DRAWN: YLP D CHECKED: N 0 . REVISION BY DATE AP P R MAJ APPROVED: BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT W/ TH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W TH TACK IN LEAD PLUG AT THE INTERSECTION OF SE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 WWI "R CITY OF RENTON Planning/Building/Public Works Dept. �` 11 K2 RECOMMENDED FOR APPOVAL BY: � Date:?Iz*J,r BY: Date: BY: Date: BY: Date: THE ENCLAVE AT BRIDLE RIDGE 10.03.14 SEWER EXTENSION PROFILE DRAWING NO: U14005368 SH"` 24 OF: 29 DRS PROJECT N0. 13117 A- N N NJNIA 4 f iT 0 w 00 rn � n n r rn M6 /� -7 rnCy � o � �rn � Ul O V o r �rn 1 m >m Co rDm j � 0 r� 00 rn I- n m� M6 rD o � �rn � rD m t n { m j � D � 7 W Q z U W O ry 0 w 0o rn � n C °oma or aN W >m rCD V , m i x I � � � o I � oo Cn C7 Uh CD ri 1• :r MC C -D CD =' Ti � � r C� 71 A' R m V 1 �! /T} 1� I1�� x ri 1y f J.J u M co i m ti O Q O rJ- 66 Q) W) O U 3 U A Q) I N ,C .0 O� W i 0 3 O C) 0 N w Q z w J I i I II co C7 CD CD D C� x co Z � W z 0 w r/ O ry 0- LTJ LMML W Q Ld Q U z W Lv C k w a z w J 11 SANITARY SEINER N0 TES AND SPECIFICAPONS: 1. ALL WORK AND WIORK MA TER/AL SHALL BE /N CONFORMANCE WITH THE STANDARDS AND SPECIFICA TIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LA TEST EDI TION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 71MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN 77 -IE STREET RIGHT OF WA Y SHALL BE PER Cl TY SPECIFICA TIONS ON WEEKDAYS UNLESS 07HERW1'SE APPROVED IN WRITING BY THE PLANNING/BUILDING11PUBLIC WORKS DEPARTUENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PR/0R TO BEGINNING ANY WORK W THIN PUBLIC RIGHT OF WAY J. ALL LOCA TIONS OF EXISTING U7ILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONS/BILI TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS TO A VOID DAMAGE OR DISTURBANCE. 4. A PRE- CONS 7RUC 77ON CONFERENCE AND A 24 HOUR N07ICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM1 TS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA 7I VE OF THE CITY OF RENTON.) IT SHALL BE 714E CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM1 TS PRIOR TO ANY CONSTRUC77ON. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTWENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE Cl TY OF REN TON WI TH AN AS -BUIL T DRA /MNG OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWMSE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DA TUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWMSE STABILIZED TO THE SA 77SFA C TION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE" EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA 7ION /N ACCORDANCE WMTH THE STANDARDS AND SPECIFICA TIONS OF 7HE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 7HE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 7HE TOP OF 7HE 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. 1N PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PA W NG. B❑LTH❑LES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586MM) DTA B.C. (SEE DETAIL) O SEWER hti lop MADE IM USA COVER & FRAME PLAN VIEW 25' DIA. 1635MM] 1' 3/4' 125MM] 119MMI 8 3/4" L 2 1/2' 1222MM] 164MM] TYP COVER SECTION VIEW 26 1/2' DIA 1673MM] 25 1/4' DIA 1641MM] �� 1 1/16' 1/4' (6MM) DIA 127MM] NEOPRENE GASKET 6' [152mm] 5/8'� 23 3/8' DIA CL OPEN 116MM] 1594MM] 27 5/16' DIA 1694MM] 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD> 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' 16MM] 127MM] 1/8' 13MMI 1/8' IR3MM] GASKET GROOVE DETAIL C867MM7 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). ~�Y o STD. PLAN - 401 + n + PUBLIC WORKS MANHOLE FRAME AND COVER - '� DEPARTMENT DECEMBER 2008 I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 7' SE 114 SECTION 14., TOWNSHIP 23' N. RANGE 5 E, W.M. THE EN C,,,,,,,l LA VE A T B11IR111111111111DIL E RIDGE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF " PRECAST BASE SECTION OR CAST IN SHELF. NOT TO SCALE 'At tB, fC, tDf IEf 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Y416 STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT ��1vze SEPTEMBER 2011 1/2 PLUG AS DAM TEE OF APPROPRIATE SIZE 4 a'• 1• SEE NOTE 6 • 4. . w• t "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL ` 90• BEND 4•'': 3/4 THE DIAMETER OF • THE DOWNSTREAM PIPE NOTES: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. Y PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN 402'2 N + DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 PROPERTY LINE z 3'-0" FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER - - w z�2"x 4" STUD MARKING POST PAINTED \-TEE WITH 6" SIDE OUTLET = �6"X6"X(3" WYE " WHITE WITH THE WORD SEWER" STENCILED SURFACE CLEANOUT WITH w CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE CL (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. °- SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX G CONCRETE BLOCKING n zI 6 SIDE OUTLET TEE ° SEWER ,� 6 MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PNO� G��NG HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Y +�a + PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN -- 406.1 DEPARTMENT INSTALLATION NT� (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 {- W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE /O.D. OF PIPE (SEE NOTE 5) / FOUNDATION LEVEL 6 BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. � Y S. PLAN - 405 +� � PUBLIC WORKS PIPE BEDDING TD DEPARTMENT FOR SANITARY SEWERS T o� OCTOBER 2012 SEALEQUAL"ANDITH A RYO00 SANDRAF AFTER PLAN PATCHING NTS A 7 G T n zI 2'-0' OUTSIDE D,A. 2'-0' DEPTH OF CLASS "B" T n ASPHALT TO BE 2" BELOW ° f D-� Q c BOTTOM OF THE UPPER c ( Z CD ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER ' � CTj IS GREATER. jI r rD Cr1 MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT BRICKS. RING (1" MIN.) OR SEE NOTE 4. tz NOTE 3 AND SPECIAL PROVISON 7-05.3(1). J 5 T od SECTION A- A �d NOTES Y CT7 1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, m WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4, ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ` 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 86 OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE CLASS '8' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS I GREATER OR AS APPROVED BY THE ENGINEER. STD. PLAN - 400.4 �Ast PUBLIC WORKS TYPICAL UTILITY COVER jLFPwvED!� DEPARTMENT ADJUSTMENT FOR 1`IPAVEMENT OR OVERLAY DATE RECOMMENDED FOR APPOVAL BY:q IMP � Date:.7LL� BY: Date: BY: Date: BY: Date: cmr COMMENTS , , ., 3. t 4 02. 1 3. 1 5 SURVEYEDSis : SCALE: 1988 THE ENCLAVE AT BRIDLE RIDGE DATE. �f C /� AAtec► HORIZONTAL: TALL NAD D1983/1991 1 0.03.1 4 ` CITY v� two 05.19.5 t DESIGNED: x'1.7 NOTED CITY OF FIELDBOOK: D, R. STRONG 3 CRY MN 07.13.15 � Y� CONSUL TING ENGINEERS DRAWN: - RENTON PAGE: ED4 1�4J o�.23.15 t111AJ np SEWER NOTES AND DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH CHECKED: AT FULL SCALE y Planning/Building/Public Works Dept. SS7 _ IF NOT ONE INCH 620 7TH AVENUE, K/RKLAND, WA 98033 N 0 • REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 14005368 SHEET: OF: 0 425.827.3063 F 425.827.2423 tNA,J 26 29 DRS PROJECT NO. 13117 A -N N N N A 4 cn T n m ° o D-� Q c c Z � w z 0 C) w r LJ C) ryNN W W U Z w LLQ 0 a Q U) 0 3 U a Q v rn i N U L5 0 a E 3 O 0 i 0 Q z Lv J Lz_ 77EXTRUDED CURB NOTE LOCATION OF EXTRUDED CURB GAPS FOR EXISTING DRIVEWAYS AND MAILBOXES TO BE FINAL/ZED PRIOR 70 CONSTRUCTION. 1 -FOOT WIDE DRAINAGE GAPS IN EXTRUDED CURB AT MINIMUM 20 -FOOT SPACING (SLOTTED CURB MAY BE USED) PROVIDE 45' SLOPED CURB EDGES AT CURB ENDS AND CURB GAP ENDS. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. � , ! THE ENCLA VE A T BR/DL E RIDGE EX. FO SURVEYED: sis DESIGNED: YLP IrM'M/ v T LINE CHECKED: A P P R APPROVE i TIE EXTRUDED CURB INTO- NT m { 0 EX. EX. FOG LINE STOP SIGN STA. 52+35.26, 11.25' L PER MU TCD R 1 i 11. NPA T (UNDER STOP SIGN) - ' 11.00 R=,35. 00' I I 16" WIDE STOP BAR I ! 40.00 �. PER STANDARD NPA T NPA T l I STREET SIGN PER CITY OF PAN H008 NPA T NPA T RENTON STD. PLAN G013 _ y _....... • .. ..... . `::. ...- - .. . FFT TARN /A NF PFR BEGIN EXTRUDED CURB STA. 49+29.66, 11.25' L STREET SIGN PER CITY OF RENTON STD. PLAN G013 END EXTRUDED CURB - STA. 49+05.66, 11.06'L BEGIN EXTRUDED CURB - STA. 48+44.59, 9.880L END EXTRUDED CURB-� STA. 48+16.59, 9.88'L BEGIN EXTRUDED CUR \`STA. 47+96.59, 9.88' L . ENDED Cu STA. 47+86.59, ' L BEGIN EX TRUDED CURB STA. 47+ 76.59, 9.88' L END EXTRUDED CUR STA. 47+52.59, 9.88' L TIE EXTRUDED CURB IN EX. FOG LINE STA. 47+44.16, 9.88' L \ EX. FOG LINE 1-1 ZZ A. wask� dl z z / AL 1 D.R. STRUNG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 C11Y 110MA1EN15 11.13.14 AIAJ 02.13.15 2 CITY COMMENTS MA1 05.19.15 3 CITY COMMENTS I MAJ 107.13.15 4 MYLARS I MAJ07.23.15 19601 REVISION I SURVEYED: sis DESIGNED: YLP IrM'M/ DRAWN: YLP CHECKED: A P P R APPROVE SCALE: AS NOTED � ONE INCH IF- AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MUTCD SIGN R7 -2A (MODIFIED) NPA T = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: 'NO PARKING SIGN' TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE); 80' SEPARATION BETWEEN SIGNS NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS J. NO PARKING /S TO BE PERMITTED WITHIN THE TEMPORARY CUL-DE-SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. T-383801 R- 383821 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: � �� 40'w`"Date: 27 BY: Date: BY: Date: BY: Date: "R ► CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 � RENTON CHANNELIZATION AND SIGNAGE PLAN FDPAAWING b.ago„n �,y/suld,,,g/ru bn voorks eept27 U14005368 27 OF: 29 DRS PROJECT N0. 13117 A - N NIN]N A 4 i i m { 0 z U D ry CL Q_ Q L0 N N of 0 P w M Q Z w J qq— N 0 0 0 qq r— Q D I �W V 0 ry W ryN— W Q `W Q U Z W CENTER LINES • ® • • • • • • • • • ® • • • • • • • •__L4„ • • • • • • • • • • . • • • • 0 s—T 3' 30' 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL.) • • • • • • 9' 15' 3, 4 YELLOW TYPE I LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REEL.) TWO—WAY LEFT TURN LANE • • ® • • • • • • • • • • • • • • • M_4„ 9'*— 15' 3' 12, 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) 4" YELLOW TYPE 'I' LINE MARKERS NUMBER OF 2—WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. 0J, Ir SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL �1T Y p� ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 DWG. NAME: H001 SP PAGE: H001 SE 1/4 SECTION 14., TOWNSHIP 23 N., RANGE 5 E, W.M. THE ENCLA VE A T BR/DL E RIDGE APPROACH LINE 8::::: t=!ttlt®t U8" 3 — ` 4" WHITE TYPE '1' 24' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS OR *%w 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH 1_INE) 125'-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE :: : s 9' 15' 3' Y , , 4 WHITE TYPE I LINE MARKERS ' 4 WHITE TYPE Ile LINE MARKERS (REEL.) LANE LINE 49' 15' 3'— ev „ 4 WHITE TYPE I LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ( Two-way Left Turn Arrows A D 0 P T E D Gti G CITY OF RENTON ♦ STANDARD PLANS LST DATE:2-Oct-87 DWG NAME: HR -10 SP PAGE: H000 D.R. STRONG CONSUL TING ENGINEERS �i ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 2 3 4 NO. CHANNELIZATION MAKERS DETAIL T Y p ADOPTED CITY OF RENTON fl t STANDARD PLANS LST DATE: 04/04 DWG. NAME: H002 SP PAGE: HO02 CURB LANE LANE LANE CURB LANE _ SURVEYED: Sis MAJ CENTER MAJ CENTER MAJ 07.13.15 MAJ MAJ IN , IN ,L un CHECKED: MAJ LANE DATE LANE APPROVED: MAJ G' I- _ I zt n Mi .n 10' I L8"(TYP. 24 STRIPE ' ) - 6"M.�TYP, N. ) - g"(TYP.) OPEN LANE (TYP.) LANE 8 (TYP.) STRIPE LINE LINE 1 /,-CONCRETE GUTTER �I TIRE TIRE I TIRE TRE TRACKS TRACKS TRACKS:1 TRACKS * TYPICAL 4—LANE ROADWAY CONFIGURATION NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. 'sY PUBLIC WORKS DEPARTMENT THERMOPLASTIC/PAINTED CROSSWALK P — 127 E_7 WTE IS: D .. TRAFFIC. FLOW WHITE OR YELLOW 6" TO 8" ISLAND. W/CROSSHATCHING. RAISED PAVEMENT MARKER LANE LINES 9'-0" PER STANDARD PLAN H002 3:5 RA110 " WHITE LANE UNES 4 ch, WAD nat CITY COMMENTS 11. 13.14 Cmr COMMENTS Cmr COMMENTS MYLARS REVISION j .8=0 i.0 TT RAILROAD CROSSING MARKING MAJ 02.13.15 MA„) SURVEYED: Sis MAJ 05.19.15 MAJ DESIGNE YL MAJ 07.13.15 MAJ MAJ 07.23.15 , DRAWN: YLP ,L un CHECKED: MAJ BY DATE A P P R APPROVED: MAJ Pavement Marking Details Y ADOPTED U A CITY OF RENTON ` STAMARD PLANS N LST DATE:1-Aug-90 DWG NAME: HR -03 SP' -PAGE: A008 •.r r r I � L X TYPE A pdT MMeI�MNW,'r1 TYPE 3 liar =AW"ALT) I r r r V TYlM 4 pon Do 01-2 1 own t w,•■Nr CONNUM ir car 00000ft-M ac"n€M 01" -'/ Z &PAClMlti CW AWHpM ■Alli MW rfM 4, 4, NO 14 NM JOWM MY 41 FORM W~ MA"'nW U MiO TO iMNM.>ti ifIMMN W AnW LTi WW �Bnar 's �w • 1EXPIREs AILI SI PLAM F-10.+ a *WWI OF Ken L SWO gat - "M 040M _— T-383801 R- 383828 RECOMMENDED FOR APPOVAL BY: Date: 73� BY: Date: BY: Date: BY: Date: SCALE: uN' L: AS NOTED 1 1 1 HOR ZON ALL AD 11983/1991CITY 0F �� THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELDBOOK: RENTON PAGE: ONE INCH CHANNELIZATION AND SIGNAGE DETAIL SHEET DRAWING NO: AT FULL SCALE X11 Plan nin /Building/Public Works Dept. C28 IF NOT ONE INCH SCALE ACCORDINGLY U14005368 SHEET: OF: 28 29 C yQ DRS PROJECT N0. 13117A -NN I -P 1 OWo , T .7 v _ 7 T z Z .. , C ,L un I >m I � W 1 CA m 1 D G' I- _ zt n Mi .n I I i I i I I I -P 1 OWo , v >CD� T z i G 5 d , m un I >m I � W 1 CA m O °o m f >CD� T z i G 5 d , � m u m m m �fl i M 0 D G' I- _ zt $ z' r- c m m i w Q z U W D O ry n i I 1 0 w 0o IT, D � � n C w ma 1 z N O d ris v T 1 _gym o� C7 , CD , m , 0 w 0o Cr7 Z D � � n �c rn 1 v I M z rnw ' o D I m I opo 0 Q to N of to O i D T n I Q v I M ' o D c — LLJ Q Z Lil J LL- MONUMFNf SIGN, 12F51GN TO CSF PMr\MINFb S. •'f'w f I . .... ... ... . .... : 2" MAX SPECIFIED TREE STAKE(S) -31 ro i i INSTALL "TREE BOOT" OR _ "ARBORGARD" IN LAWN AREAS. w w � PLANT TREE 1 "-2" HIGHER v THAN IN NURSERY � N 0 r-< WATERING BASIN — 1 ROOT DEFLECTOR FOR TREES _) LLJ ADJACENT TO SIDEWALKS --` U SPECIFIED PLANTING SOIL � UNDISTURBED GROUND { fi �y z 12 MIN. FOR WOOD ."Y C STAKES & 18,�FOR REBAR --� a- = PRUNE DISEASED AND BROKEN BRANCHES CHAIN LOK TIES REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES PLANTED W)THIN 5 LANDSCAPE STRIPS OR WITHIN 5 OF PAVEMENT AND UTILITIES SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND I � 2x ROOTBALL WIDTH ._�IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL d WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE {n bpIPLINF OF pFTAINFb ,TYpICAL �> I �> � � m m m m m #7 -- , if .. .: .. jj W ' x : : I i t E ...v. # , I, f , t V I � I , Y a $' E 4 , } y , , 4.i Z , • : is i _ _ �i f x PRUNE DISEASED AND ^` € I BROKEN .. . A..... ::.... Q9 , .n,... W ., 1 BRANCHES � U _ .. x p . , CHAIN LOK TIES , , ` € e i• ` x , : ... .. : # 3 i I � SPECIFIED TREE STAKES � V•„ � w 0 7 � i � € CFI ` _ • E f # j] {t p j i" i !' E i { i : w REMOVE BINDING MATERIAL AND : x. n i T I } . w 20 . t t , I , , 3 € • ' � .:. z• ..:..._ : ", 27 0P 1/3 OF BURLAP � 22 3 9,26 f I W T : F.LLJ € € I n�,� c - - , - - ,ti _ _ o' _ WATERING BASIN »_._.:=• �,. MONUMENT SIGN{ PF51GN f0 PF nF1 WINFb ... ....:........w 5c&� Ill --401 10' 5IcHf-Op5Cul?pIN6 V1511AL LANP5CM CMP\I?\ \ MOUNP PONb im FINISH 5''F Er 2 NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIEERUOUS TREE PLANTING 8c STAKING DETAIL NOT TO SCALE PLANT 1 " HIGI IN NURSERY FINISH GRADE NO 5fp\ Ff OFFS PT 1'0 UTILITY ' CONFLICT f l : �x w _ 714 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH =ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL "OMPACT AND WATER THOROUGHLY -IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 830 o ao ea iso 40'-0'' 5HF�f SIZE 2204 C i i V V) � C Z v � \ 0 _) LLJ U m � oZ z z 0 C w a- = Or �- z rn y m 73 E V) F-- v z� C/) � z I I I i t w o w o w LLJ o cn w Z cn of JOB NUMBER: DRAWING NAME: O � C/) DRAFTING BY: JMV DATE: Z z SCALE: o AS SHOWN JURISDICTION: RENTON w w cn_ cn Of ry tet- d- ern Q N 00 N N 0 0 0 0 0 Z.— N rl-) U-) 141, 1 #7 -- , if .. .: .. jj W ' x : : I i t E ...v. # , I, f , t V I � I , Y a $' E 4 , } y , , 4.i Z , • : is i _ _ �i f x PRUNE DISEASED AND ^` € I BROKEN .. . A..... ::.... Q9 , .n,... W ., 1 BRANCHES � U _ .. x p . , CHAIN LOK TIES , , ` € e i• ` x , : ... .. : # 3 i I � SPECIFIED TREE STAKES � V•„ � w 0 7 � i � € CFI ` _ • E f # j] {t p j i" i !' E i { i : w REMOVE BINDING MATERIAL AND : x. n i T I } . w 20 . t t , I , , 3 € • ' � .:. z• ..:..._ : ", 27 0P 1/3 OF BURLAP � 22 3 9,26 f I W T : F.LLJ € € I n�,� c - - , - - ,ti _ _ o' _ WATERING BASIN »_._.:=• �,. MONUMENT SIGN{ PF51GN f0 PF nF1 WINFb ... ....:........w 5c&� Ill --401 10' 5IcHf-Op5Cul?pIN6 V1511AL LANP5CM CMP\I?\ \ MOUNP PONb im FINISH 5''F Er 2 NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIEERUOUS TREE PLANTING 8c STAKING DETAIL NOT TO SCALE PLANT 1 " HIGI IN NURSERY FINISH GRADE NO 5fp\ Ff OFFS PT 1'0 UTILITY ' CONFLICT f l : �x w _ 714 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH =ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL "OMPACT AND WATER THOROUGHLY -IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 830 o ao ea iso 40'-0'' 5HF�f SIZE 2204 00-0 SN��T I of 5 C i i V �r v � P'1 71 V M 11j m � Q Q LJ A m00 �r Or �- z rn y m f i i A t € r I j z� C/) � z I I I i t �v I O JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: Z 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON 00-0 SN��T I of 5 C i i 0� �r I P'1 71 V M 11j m � Q Q LJ A m00 �r Or �- z rn y m f i i A t € r I j o D C/) � I I I i t cn I O �c Z I � A 11K)-rl J I A K WIC -1- A F'?r- al lr-r-r-t'? Iv VVIV III �rvNV-A-,rV L, VLA I �r\,, TO It N5fALAFP Af 1W OF HOW CON5112uc110N I PA-ggq �Ma I" w-vwill Um-5puI % 1F E& N�Wl TA T �11 ME - '4= N " - EM vy-f N uo Z 83831 >- I >I >I >I >I >:2 M :2 :2 5 cn cn v � CD �z > L.LJ LL_ L.LJ =s- clu � > 4J� :Z- r) �v L C) �z� F- - CL uj �— __j Of LLJ CD Cf-) U) V) -J (7) m C) WLLJ L -j LLJLLj Z: LLJ DRAWING NAME: 1.- 0 Jmv c/) BY: JIVIV DATE: Qf of AS SHOWN JURISDICTION: RENTON LLJ Of LLJ c/) of :D V) ry Qf LLJ Nff-) 00 C-4 C-4 (6 r-- c-4 u--) r, Cl C) (D CD C) C) :z 4 N 9� 0 v � (Nu �z > =s- clu > 4J� 9� 0 opfN 6PE . r I L-2 O 0 20 40 80 scAI.� III -- 20'-0'' s1de�r size 22x3 5NF1" 2 of 5 m z v � �z � � �v �z� z� JOB NUMBER: DRAWING NAME: DESIGNER: Jmv DRAFTING BY: JIVIV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON opfN 6PE . r I L-2 O 0 20 40 80 scAI.� III -- 20'-0'' s1de�r size 22x3 5NF1" 2 of 5 m z 00 �F V cl l � Z U \ O _ 7 Z C/� = L -LJ � w CD Cly H— c/) (n - U z� W W w � W Z 0 O E U) JOB NUMBER: DRAWING NAME: DESIGNER: JMV W BY: JMV W (/>>) 02-24-14 SCALE: ~ JURISDICTION: RENTON V) L jl rill LTJ r� QLLJ N N 00 ff-) N CO I, N Ln r, 0 (D 0 0 0 Zff") Nt U-) 3w CT �c_�; ��r;:e.: �.-.+.,-•.: NO%TN�J a zo ao eo 5U4,� III -- 20'-011 5H�Ff 51ZF 2204 5HF�f 3 of 5 2 c m m I V cl l � in _ 7 z� �v JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON �c_�; ��r;:e.: �.-.+.,-•.: NO%TN�J a zo ao eo 5U4,� III -- 20'-011 5H�Ff 51ZF 2204 5HF�f 3 of 5 2 c m m I 21 cl l � in _ 7 -6) F l 10, 0 0 L��1 � 7: L W W W W \ WWWW�,W 001 SCH�bU�� f�OTANIC& NAME COMMON NAME QUANTITY SIZE FFMAP\K5 11K" � F 5 �uonqmu5 sp, 'Gold 5pot14'-- �uorqmu5 CT Carex testacea� Orange 5eJqe dull Penni5et/um clop. 'Little 1%nnq,4,- Acer plat. x trun, 'Norwegian 5un5eO� fed Maple 11 211 cal dull and Matching CerciJiphqlurn japonicum*- Kat5ura 14 211 cal dull and Matching Pqru5 callerqana 'Chanticleer' Flowerinol dear 29 211 cal dull and Matchinq P!5euJot!5ucja menzie50-- PoucIla5 fir 33 211 caliper dull and Marching thuja plicata�K Western ped Cedar 65 211 caliper cul) ani Machina Heather ( 50 replacement gees provided x 2'' cal / tree - 300 mal inches provided 5W05 and 6r\ouN[) COVFP\ GS *-Considered drought tolerant in Pacific Northwest once established 9 �uonqmu5 sp, 'Gold 5pot14'-- �uorqmu5 CT Carex testacea� Orange 5eJqe dull Penni5et/um clop. 'Little 1%nnq,4,- Pwarf Ft Grass FH Vaccinium ovatum� �vercjreen Huckleberrq �— Lavandula 5p,4`- Lavender U�uonqmu5 fortunei Tmeralol n 6olJ'4'-- �uonqmu5 JV Viburnum JaviJii* PaviJ Viburnum pp Ci5tu!5 hqbriJu5* P\,ockro!5e Q Mahon ia aquifolium* Oregon Grape � —Myrica californica4"- Pacific Wax Myrtle (D— Azalea sp, 'Nino Crim5on'4-- Fverqreen Azalea � Hel ictotrichon sempervirens�* 13lue Oat Grass 22 M15canthU5 sinensis Maiden Grass �— 1"huja occidentalis 'Smargd'� emerald Green Arborvitae dull erica sp, 'Mediterranean White' Heather 2 gal 33% erica sp, 'Mediterranean fink' Heather 143 33% Ardo5taphql1o5 uva-ursi*- KInniklnnik and Matching Plant in groupincIs of I 5 or more 61-11 ht '.t� � �.' LAWN � *-Considered drought tolerant in Pacific Northwest once established 9 min, 24" ht dull and Marching 60 I gal dull and Matching 14 I gal dull and Matching 30 2 gal dull and Matching 48 2 gal dull and Matching 44 2 gal dull and Matchincl 14 2 gal dull and Matching 58 2 gal dull and Marching 20 2 gal dull and Matching 22 2 gal dull and Matching 27 2 gal dull and Matching 80 2 gal dull and Matching 143 5 gal dull and Matching 50 61-11 ht dull and Matching � gal dull /Compact / Plant 24'' on center C131 dull /Compact / Plant 24'' on center 411 pc+, dull Compact / Plant 24'' on center LANP5CAP� N01T,,5 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. R-383833 !!! r I' off— z= SALE I" – 20' O" C", 80 51dE�f 51Z� 22x39 m� 1�066> M of 5 () Z V Z -D Cn o 1 � Z v m � 0 M cn 0 —I > —1 U_ U ►n z Z � Z < z � CL �w n- = �� � =F_CD �v C/-) U1 PE V) U Cf) w W � WLjj DRAWING NAME: DESIGNER: Z DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON Q O W � CnW C� d- d- �U-) Lr) Q N N 7 N V— T c0 I, N V-) I, 00000 (D N to d- u-) snow t LM CIS of 5 () Z V Z -D r �- m o 1 � v m � 0 M cn 0 —I > ►n � 4 � < I -D �v z JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON of 5 O D Z G; Z C 9ImM () Z Z -D r �- m o 1 � Z m 1 0 M cn 0 —I > O D Z G; Z C 9ImM n o 1 0 ►n � 4 � TWIC& LOT STOpMWA1 P\ pONb -- SCN MATIC 5 CrION - NOpTN NOT TO 5c&� rmic& LOT 51"OP\MWA1`Ep pONb - SCN MATIC 5 C1"ION -- A5T HOT TO �cAlE FFNCF. 5F� CIVIL 51�f 5f0F,,MWMP,, POW 5F� CIVIL 51 f FMINIH6 WALL, 51�1� CIVIL 5Ff 51"OpMWA1' P\ POMP -- SCN MA1"IC 5 C1"ION - SOU11H NOT ro scw.� gw C PP\OPFP\TY I, I m� Mr\CKM TITF. 51�� LAMP5CAPF 5Ff Mr6plM 5WT. 51�� LANL?5CAP� PLAN FIN15H 6rA[21� VAP\F. 5F� CIVIL 5�f VFp,(A-F N T IT I LAN125CM 51�1f rl,,OCK� rly. 5�1� CIVIL 5rf LANP5CM 51�1f F,OCU\Y, 5�1� CIVIL 51 f N01'1N 0 20 40 5U4.E I -- 20'-0'' 80 SNEFT SIZE 2204 >-1>1>1�>1>1> m :m m M M 5N��1' S of 5 n Z > O 00 F— ZD cn— 2-1 m 0 v �, �d r7 ui Ld � CCD < :z F-- C) z :Z: 0 F- 3: P: a- Ld L-- QWf F-- LJ F- C/-) (7) C/) Eo- �v L -J LLJ cz, uj Lj ui Z: :D LLJ (/) Lij of DRAWING NAME: FF- F-- imv cf) BY: imv DATE: CLI SCALE: < JURISDICTION: RENTON :z wLLJ c/) F-- � cn ry U-) I-0 Ln w..—... "94- Lo C14 00 pl-) C) CD CD C) C) C) I,- C14 ro -14- ul) IN 5N��1' S of 5 n Z > O 00 m CD v �, �d r7 �z � < z � �v JOB NUMBER: DRAWING NAME: DESIGNER: imv DRAFTING BY: imv DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON 5N��1' S of 5 n Z > O 00 m CD m �d r7 m CD m r7 W 17 w J U C0 = Z 0 Z ""ZO II -�0V L' 2oa s QZ� N 8 o o e W p, : : : LED LAMP WATTAGE t : o 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT n 6)/4) 35/14' 117.1 f A 156TH AVE SE 50+90 > t£ 135/60 _f... Q £ £. h £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT ul 0 : wg -••h -- w f A 156TH AVE SE 49+47 • > s t E U s I { N 5 0Nm f 156TH AVE SE 47+90 rn 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 ... 6 j s 16.5' RT 67 LED NA : .... f i : f t 116.1 7 B SE 6TH ST 12+08 ,£ 16.5' RT 44 LED NA > > 8 > B r.20 16.5' RT y NA 14' 116.1 l 1\I I f WAPATO PL SE 15+19 £' f :iR%o:.: .W;>:e £ •1 2k_ 44 LED NA 14' 116.1 10 B WAPATO PL SE 16+60 S is r 16.5' RT 44 LED NA 14' 116.1 11 B WAPATO PL SE 18+26 16.5' RT 44 LED y 14 ` 12 �t WAPATO PL SE 19+55 16.5' RT 44 LED NA 14 116.1 13 :..........::. f B SE 7TH PL 34+37 16.5' LT 44 LED t 14' 116.1 14 B : w J U C0 = Z 0 Z ""ZO II -�0V L' 2oa s QZ� N I 8 o o e W p, OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) : f £ 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT n 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 > t£ 135/60 _f... Q 117.1 £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT ul 0 18' -••h -- w (SCHEDULE A 156TH AVE SE 49+47 • > s t E s ,✓, 1 3 s I { N 5 0Nm f 156TH AVE SE 47+90 rn 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 , 6 j s 16.5' RT 67 LED NA 14' 116.1 7 B SE 6TH ST 12+08 16.5' RT 44 LED NA > > 8 > B I 40 0 40 80 scale f e e t UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND U TILI TIES MAY BE L DCA TED. FAILURE TO DO SD COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA UT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION NOTES 1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER 2 STANDARD PLAN 1172, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER 3 STANDARD PLAN 117.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. 4 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON SE 6TH ST, AT APPROXIMATE STATION 10+66, 17.5' LT, COORDINATE WITH C.O.RE ERIC CUTSHALL, TRANSP❑RTATI❑N MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN, 122.1. 5 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLL❑WING CDR STD, PLN, 120, LUMINAIRE SCHEDULE LU M. N0. POLE * ID. N0. E LOCATION GPS * COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) : f £ 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT 135Z60 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 > t£ 135/60 _f... 35/14' 117.1 £ 2.0 isPVC E ' n -- i--+ --- 80 25.5' RT 60 i 18' -••h -- 4 (SCHEDULE A 156TH AVE SE 49+47 • > s t E s ,✓, 1 3 s I { 117.1 5 ............... ...... s f t f 156TH AVE SE 47+90 2.0" 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 , 6 B s 16.5' RT 67 LED NA 14' 116.1 7 40 0 40 80 scale f e e t UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND U TILI TIES MAY BE L DCA TED. FAILURE TO DO SD COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA UT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION NOTES 1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER 2 STANDARD PLAN 1172, CONCRETE FOUNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER 3 STANDARD PLAN 117.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. 4 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON SE 6TH ST, AT APPROXIMATE STATION 10+66, 17.5' LT, COORDINATE WITH C.O.RE ERIC CUTSHALL, TRANSP❑RTATI❑N MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN, 122.1. 5 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLL❑WING CDR STD, PLN, 120, LUMINAIRE SCHEDULE LU M. N0. POLE * ID. N0. CIRCUIT N0. LOCATION GPS * COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1 IN THE AS A 156TH AVE SE 52+21 2 26.0' RT 135Z60 6)/4) 35/14' 117.1 2 A 156TH AVE SE 50+90 PVC 25.5' RT 135/60 6j/4) 35/14' 117.1 3 2.0 isPVC A 156TH AVE SE 50+15 80 25.5' RT 60 4 18' 117.2 4 (SCHEDULE A 156TH AVE SE 49+47 1-#8 GREEN PHOTOCELL 26.5' RT 135/60 2.0" 35/14' 117.1 5 PSE POWER A 156TH AVE SE 47+90 2.0" 25.5 RT 135/60 -6)/4) 6)/4) 35'Z1 4 117.1 6 B SE 6TH ST 10+68 16.5' RT 67 LED NA 14' 116.1 7 B SE 6TH ST 12+08 16.5' RT 44 LED NA 14' 116.1 8 B SE 6TH ST 13+50 16.5' RT 44 LED NA 14' 116.1 9 B WAPATO PL SE 15+19 16.5' RT 44 LED NA 14' 116.1 10 B WAPATO PL SE 16+60 16.5' RT 44 LED NA 14' 116.1 11 B WAPATO PL SE 18+26 16.5' RT 44 LED NA 14 116.1 12 B WAPATO PL SE 19+55 16.5' RT 44 LED NA 14 116.1 13 B SE 7TH PL 34+37 16.5' LT 44 LED NA 14' 116.1 14 B SE 7TH PL 33+63 16.5' RT 44 LED NA 14' 116.1 15 B SE 7TH PL 32+90 16.5' LT 44 LED NA 14' 116.1 16 B SE 7TH PL 32+17 16.5' RT 44 LED NA 14 116.1 17 B SE 7TH PL 31+45 16.5' LT 44 LED NA 14 116.1 18 B SE 7TH PL 30+71 16.5' RT 67 LED NA 14 116.1 19 C SE 6TH ST 11+38 16.5 LT 44 LED NA 14 116.1 20 C SE 6TH ST 12+70 16.5' LT 44 LED NA 14' 116.1 21 C SE 6TH ST 14+22 ' 16.5 LT 44 LED NA 14 116.1 22 C WAPATO PL SE 15+98 16.5 LT 44 LED NA 14 116.1 23 C WAPATO PL SE 17+40 16.5' LT 44 LED NA 14 116.1 24 C WAPATO PL SE 18+83 16.5 LT 1 44 LED I NA 17-1 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. GPS COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE � AND DECORATIVE POLE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN SERVICE CABINET 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN 3 2.0' PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 2.0 isPVC SCHEDULE 80 4-#8, 1-#8 GREEN 5 2.0" PVC (SCHEDULE 40) 6-#8, 3-#14 1-#8 GREEN PHOTOCELL 6 2.0" PVC (SCHEDULE 40) PSE POWER 7 2.0" PVC (SCHEDULE 40) PULL STRING LEGEND LED PEDESTRIAN LUMINAIRE m 3 3 :) AND DECORATIVE POLE K 50 0 )� LED ROADWAY LUMINAIRE � AND DECORATIVE POLE ------- PVC CONDUIT (SEE WIRING SCHEDULE) � C TYPE 1 JUNCTION BOX WITH � 1 CONCRETE PAD ERE SERVICE CABINET ys M H� WIRE NOTE O CONSTRUCTION NOTE T-383803 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7R T" WAEH TfEx TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 9803r4 Phone: 425.522.4118 fax: 425.522.4311 O� AA�� w'i Sy' 251 � � /ST ER��G� ONAL �• 1 r n zo a m m I p. 0 0 � W m o C7 y� � C Z �> 1 R° bd ys M H� m Ole >m W m i t I 0 0 � W O0 m m i � n . Z 1 R° bd Z m T `1J CD I m I Oi0 In n 0 m Cn . Z M N N W a CL N 8 CA z in B U Q 4 t.: ... ..:. .........: ANCHGR BOt.TS A m SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM L v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� q- i > A'fH f L A T ,aA - S s_Efi,.) B)I BASE PLATE DETAIL 1 •' HE'r, rrl T TT EI. tD RE{;'D 24" < Q BRACKET DETAILS .a �j RAcA E PLATE.' [K. 3 A1'<f,. L0 u') FOUNDATION DETAILS CENTER CONDUIT Fn IN FOUNDATION `�- W BASE PLATE DETAIL, THIS SHEET) DE -CAL NUM&ERN 'DEIAIF RrFER #4 HOOPS 0 12" FOUNDATIO Sid ECTION Ti. CJS ,. FENT. + STI: PLAN 121 O sf r— O r— Q ; r+ TltiI , S 1, N if N 0 10 7) 7 m (n � Q a m m CV ?� W W Z Z p Q Z Z Z 0 zQ Q Q (n V) 0 > I-_ W Z Z cr_ W W :2 :2 V) :2 :2 J 00 Q U U W ft� ry p W W CL 0 LJ Q � (w 0 >> � � PAINT SP IFI ATI N LAT, ACG F IR E AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, SH INF R• A f COLOR; RAL 900 TX T ACK" 5 JE BL 18-1/4" PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL DRIVER, WTI] MAR 2" CONDUIT ON RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERI (OR APPROVED EQUAL). DRIVER PLANS n SHAi L BE INTEGRAL TO THE FIXTURE, FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 14'-0" FLUTED SHAPE, 5" DIAMETER, STRAIGHT ALUMINUM POLE (PDI5-14--81)46-RAI.9005TX-TN43) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT_ PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT. 2"x5" IIANDHOLE U C DECC42ATIYE ALUMIN M LAMS, COVER 46 CYCLONE BASE OVE BU BY C LON E (Ott APPROVED EQUAL) SEE POLE BASE DETAIL, THIS SHEET �-- ANCHOR BOLT (4) OVAL SLOTS Q t�5i ACCEPTING I"x36"x4" til GALVANIZED STEEL 4 t.: ... ..:. .........: ANCHGR BOt.TS A m SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM L v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� 1 i > A'fH f L A T ,aA - S s_Efi,.) B)I BASE PLATE DETAIL 1 •' HE'r, rrl T TT EI. tD RE{;'D 24" 8 -' #5 BARS, BRACKET DETAILS .a �j RAcA E PLATE.' [K. 3 A1'<f,. EVENLY SPACED THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS CENTER CONDUIT IN FOUNDATION `�- BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) DE -CAL NUM&ERN 'DEIAIF RrFER #4 HOOPS 0 12" FOUNDATIO Sid ECTION Ti. CJS ,. FENT. + STI: PLAN 121 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS a i 3/4" CHAMFER (TYP) 1'4' MIN BELOW GROUND, 2'-0" MIN UNDER PAVEMENT v EXTEND THE CONDUIT 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS 0 12" 8 - #5 BARS, ---- EVENLY SPACED 2 1/2" CLR -- '" MIN. BOLT FOR FOUNDATION DETAILS, SEE THIS SHEET POLE ELEVATION uECT10N �• 2 — 4 FOUNDATION DETAIL 7/8" DIA HOLE j (TYP) \f2• 1/4" STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) POLE BASE DETAIL ANCHOR 800 TEMPLATE DETAIL TOE QF FQUNQATIQN ANCHOR BOLT, 4 TOTAL, 3/4" DIA (TYP) N 3/4" HEX NUTS, STEEL (6 \�4 REO'D PER ANCHOR BOLT), FLAT WASHERS (6 REO'p PER ANCHOR BOLT) QUALANCHOR BOLT ASSEMBLYQUAL DETAILS STD. PLAN — 116.1 NEIGHBORHOOD STREET PUBLIC WORKS PROVE + + PEDESTRIAN LUMINAIRE DEPARTMENT FIXTURE AND POLE DETAILS MAL POLE 4'-0" (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R 13,5" 3.5" DIA HOLE I 6'-0" I, (LUMINAIRE ARM LENGTH) Id 16' R 22" 7` 4" OD HOLE (LUMNAtRE ARM LENGTH) ui I 30 R 30 1` 4" OD HOLE I 10'-0" in (LUMINAIRE ARM LENGTH) � 45' R 38" 4" OD HOLE I 12'-0" To (IUMINAIRE ARIL LENGTH) 60' R 46" 4" OD IIOLE LUMINAIRE ARM DETAILS MIN. 01 1/2" WIREWAY BRACKET SIDE VIEW DETAILS ROUND CAP Q t�5i ALUMINUM SHROUD til (BY MANUFACTURER) 4 t.: ... ..:. .........: MANUFACTURER ACCEPTING I'x36"x4" SHATL YftD SHROUD - - ALL THE WAY C;ALVAN;?E_D SIFF: AROUND 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A LUMINAIRE ARM J/ wa- v F Qom' -,(A Q-, CLAMP ON 10 1 UMINAIRF , x Q cn LUMINAIRE CONDUCTORSLy -� 1 i > A'fH f L A T ,aA - S s_Efi,.) B)I DECORATIVE. LUMINAIRE 1 •' HE'r, rrl T TT EI. tD RE{;'D LUMINAIRE ARM MOUNTING PER ANCHOR BRACKET DETAILS PUBLIC WORKS I LUMINAIRE ARM AND MOUNTING DEPARTMENT BRACKET DETAILS STD. PLAN - 117.3 A r 7 tic � A is k r ALL A::!."e!. .xa'„ r i'a t .. .. rA A .LI faG t 4,8. ",4': FL BFAK)G:i.LVAN! !. FEIS_k_.[Ht. BY r:l }':'} :`,: ad. AI AN"'Fi(^i Ff, d? D AN rr:'}'r {.. L,. \ x D:DHE SCY:E `AsRE \ i I : a: ... . ,. .. ... ... .. .. M , �1 tk A .F>>! _ ._ .. L... F. f. L • a : Y> , A,: T L2_ L �i A :' PL � 7 i ' Lt'. ., a >, z. e,. '\. , Y: 7 r,I A I ,4; :: # T rA1 J �� , RL i r l ` ` - : k....,.:.X. K I F- a. t A . r ^ 'r r A Y �. r E A'i kJ nY r r � L E. d h t> A ��. I. A`t'rR rL4 E A } R VE, R >"..:?...`piil `t{r a.. Ft' €'d It t,P.rF T It : .E ..r a.. <k :i1 "LAM rr L... ARM ttF if I N rf ; ri )ht �{ 3i,rIT>N !.! .'.. _ 8 BAR :. f•.4 ;fsj � A: ' r:, t UL # d.t. .,Lt :.. F`.A.+ 1' , ...Ee°L.Y SFA::Es.T 1,4 .I`F#. L tL.E. iN :..re>.A,i. <i'I TH,: R ti l .• : ;?t E AN' FF ET AI r' V1''It �. t 8 F S z3 til TiOP BAF INB'. BRACKET 10 #s u>' r: I r ki [:" ►.+d+v.�t fi>.i r E.4 \ It.t f! ::: :.3t :.S : i ,. tSEC f" F 8 :T -:xi „d>. JA . 1 K t • ,..: J .frit t? ta�iAi.h . 1 Fa�' Fi::l.rdlr..,i Y '..• ,L :f' -:; „' dTE.LI ..';HThr4::E\...:v W,T j nii.!E) TAT _ TA;•'v t� ` e EA, � < I Bis+Irr,R I., EI.. A! IS' E HPvt AND SH4.4 T L G PER : E P i* YT E AND t't Y'" FdT 4... . L Y ,., I.� ` f : r TR f [, 3 � YA.-ME:iT 4: ZCHAMFEP »: - f>1iBErti riHY-e f:% r °,. F ' °T`4t _ t a I t r di l i t AT '_t a E'+' 1 ' F E' 14=4 I - 1 C1Y _Y' r -i i�ipaa.-PtJ .t L 4 .. i E i 4; R.$ H. i E F. AR F.F',: PE. k.1 f T— 4 } F [.:RAL T'I bRE h.TH f R kf I+Trr'A A M LE.T �`�" " I 1 rt' B k: i f LAN j + i ' } i•i:rif II rA#Y. . x i _ SI�AF:'i tf"t l:Af E.FTdff 3#;.._......____. { N ..+ .. F:AfV I }Ig Ij tl r T ii: <? !:vE RI. AC NA;ka AkL. ARE M�DtANIED A ` it t I f„ t CiAAat-EK: Y, x. • f.. ?A. T, it: Yt# T4 rr trfvA'N fp .:. yA 'di .: 4 1v aRL f{. .fv Tt: A15;z -' TI • BANNER ER Fi )k FF tC T Ak'. 4AE i. TIf yL L{. > ! 2: i ,. i 2 . y0 I4 t! i ALL:k`fI"i.;k,! hr V i v F L ItA'rAiFi. F , f. E. _..._._... \ PLATE, I �.:�::• F A t t. RL .vF tL= r M•.,L. tdL.i_ _'ti;I 4i,Iis <iR, i vsi is t i' r .A T,r t.. id .,, Alv;. ti�i>,: ...1. .. T trTR,. i X Z :E .°tA c l 9010, 4 TU AL, I t, 4` I � A IYP3 r" 1 I ! �I _... .. R :.L r 1 :" I .A Fr R ;f+ .t RBI..' .. r' •L. „TR f YrA�s tsi ..:.:: F';R N, a . Ir• _ , POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD PLAN - 1171 P[7HLIC Wo p'" DECORATIVE ROADWAY LUMINAIRE POLE DEPARTMENT ROVE: o DETAILS 41 jCA TIE Mc HE LED TYPE ►NATTAGE 1-3/4" TO 2" 2" TO 2-7/8" 2-1/2" TO 3,. DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STD PUBLIC WORKS STREET LIGHT STANDARD• PLAN — 121 ' K + DEPARTMENT DECAL NUMBERING SYSTEM DD. �c— m A!i SPE ..t AT'•4rli A L AiM#NLIr! tUUMINkRE AN -0 PIA E RELATED PART . SHALE. B FA,: TfRY PRIMED AND FOWUFN COWED. ., t ylk PAL 9;10,z, X 3i 1 : Ae iA T:,r ' f hdltiA R' #'i'f t N ' FOUND T,.d a AR S? C TE:)N iN TAF Erg R c N TAPERED 1P''•I.E SE::'IV', itlr4 I; POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . m IE e t4' OVAL 510TS t..,,, ....::. 4 t.: ... ..:. .........: ` ACCEPTING I'x36"x4" ytI n&- )RAT E Pt ..E;TRIAN L1,14WvAIRE` ARE Mi" T" • \�, C;ALVAN;?E_D SIFF: 22 .s 1 A�: ' T t C'i a:t" F h°: =F' r ' A�. A ,�Sv .�THERW!' , 3T .v P' . w_ al EE' L :, I �A ANC:.H i 8 LT:'_: v F L' r ! �A i t' rd }t L: At � 1:.., :Ei. ,SY:• Y' . t' � "Y'c` TZ -O • ..;:Fr%'RT f?RA:f".E.:.� ARE M;:IiN;:.� RT , x :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E :, ERV : r,: e• 1t i`:i {iTH 4 E N> .E. {. v PLAT . 1 A'fH f L A T ,aA - S s_Efi,.) B)I r.� 1 •' HE'r, rrl T TT EI. tD RE{;'D t r .LONE a R APrRL,hD iWAL) PER ANCHOR LL.:tt .a �j RAcA E PLATE.' [K. 3 A1'<f,. I THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS 1 ARM CONNE=: TI(Vi FOR Mf7diNT N ... L?A = h;rn'TI ;}: a r:: A• e• 1. ?r :h7',�. ,r H ff;,Ild i .., ii .. I�I LiriE.E J`' E I:.P:U ;.F•A E3 POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . m IE e D t..,,, ....::. 4 t.: ... ..:. .........: ` LU011MR1, A-11 III BOLI (DIA iE 22 .s S ZE TO LULLNAIRE. L}?ME TYk F. ;.EE; .UMBNAIRE YiAT A E PER FiANS 4 6K)t * :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E C 1 "277v :FN VEFSAL GP VEF. ANCHO R B.t, 4 T TAL., I' E'I A 3 A'fH f L A T ,aA - S s_Efi,.) B)I 1 •' HE'r, rrl T TT EI. tD RE{;'D t r .LONE a R APrRL,hD iWAL) PER ANCHOR F; tI f'R 5H AI. BE iri IEGRAL TO I THff FIXTURE VAT1# (CLAM SHELL FOUNDATION DETAILS 1 ARM CONNE=: TI(Vi FOR Mf7diNT N ARM DETAILS SFE. :ATG PLAN 10,3 ti+ ;IKEA H TANCAR{ DE -CAL NUM&ERN 'DEIAIF RrFER Ti. CJS ,. FENT. + STI: PLAN 121 2 ' ..,. ..L. .,. ._ �, .. � I t BASE Lf:AME :Elf _._... ; r+ TltiI , S 1, TAPERED I:i 14" FT„ 0 •.88 WALL T t.nIAEI ,, n,,,,M;"4JM rtu L RE=NFOR E:f HArIf+D W.TH 1WA ALL ANI -HOP Et >I. T ,.. fi. Rt ; PFf' VIDES: BY Poll MANUEA,`TI�RER% "- SCEwA r OR PLANTER > F'Ft f r. E I C>A I. RAIN STF.F ,HRi,.1,.n >P-Ok` F T Ce, f A NV AT Ofl i)ETAIL S, _. SEE. THIS Sf,1.E:T POLE ELEVATION STAT;,) C''Fii :RWa:.":=k, ON PLAN, f� tN.c : C:wN •ik:T .•..`.� � r, Fa�.:1iDATit)N I I,: [.'A Bk ..,:, " , ti1T L" T x ltr P.Ir T; TATEI"IfiLttAn;E ;ii i ?'rLA, 'ty PLANS JR ter. a., . VH��', •.r , t : 1-1 FAiri Llt f vFiCi11�iD l .. L,,° Mark I. ri >Et1 ` (- : ril .1 F'A+iE.ME.rsF r r k. rt IH k G At BEYOND .�.: Lx, i � I J sCL F..,: v .AT < .. r c #.�r ` . t. + i�ONTRi:.IE.i) DENSITY ! ;! ' jj}3 '1' .K I Y A 3 EA,.KFLt. iE E3. , 0 -PS 4 #4 HOO3 a` 8 BARS, ,. ..., ,_....._. .:.: i S.� EVSFA=; . E_� .. E ',rEI ..Y . ARTERIAL STREET STI), PLAN 117.' PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE ' N ,� DEPARTMENT APPROVED: ' DETAIL8 F - t" CA UTIC-1N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. Y ' G'Sy-'rk 5 UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). R-383836 T-383804 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7)qaffEx TRA F,Ac7AC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 t Icon— / zt� /Qr 0 30251 F,S►S/GI ST0_18- � NAI. m IE e D i 01 ., ;,.A HC:4:, [tYv+l 1 ` BOLI (DIA iE / + S ZE TO LULLNAIRE. BAS? PI ATE. ;.,....... A+I E•I' t•y; `= 1 • l3;F , . :.x•I rl.I H Sr TOP OF r UNFaAT10tE........ .. ..... E ANCHO R B.t, 4 T TAL., I' E'I A 3 TYP) ` 1 •' HE'r, rrl T TT EI. tD RE{;'D PER ANCHOR ' R FEAT WA_,tirr:`a 5 REO'. F''Et. 1a a ANL: i;R B::FI.T) x Ir 1 A` SE.,Wt' 1 Y Fi.I::.F 1:;. FOUNDATION DETAILS ARTERIAL STREET STI), PLAN 117.' PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE ' N ,� DEPARTMENT APPROVED: ' DETAIL8 F - t" CA UTIC-1N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. Y ' G'Sy-'rk 5 UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). R-383836 T-383804 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NL7)qaffEx TRA F,Ac7AC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 t Icon— / zt� /Qr 0 30251 F,S►S/GI ST0_18- � NAI. m IE e D i W J x U, U x 2c U N Z O Z O U 0 Boa ~ Z w <� U) 6 o 0 00 a f 1 E -4W � N CL1 0 II II M CLAMP C: �m 1 J x U, U x 2c U N Z O Z O U 0 Boa ~ Z w <� U) Cn�{ Q Q m m W Li z z 0 M z z z o Q Q 0 F- H Lj w w 00 w w CL IZ cliff u_ > > W W cr_ cr_ CV I O z LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE 12 S.E.C. OR EQUAL AWG IN A JACKETED CABLE, REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 do 28 GREEN INSULATED WIRE STANDARD PLAN J-40.10-03 TO FIXTURE GROUND LUG GROUND LUG DRINIMU AINMHOLE M SPLICE KITS CLEAR EPDXY SPLICE PLI RUNS ON ALL THRU 4" CONCRETE PAD ----\ 2' MIN. #8 BARE COPPER IGROUND WIRE t 1 -#8 EQUIPMENT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REQ'D.) r,/8" 8' COPPER CLAD 2" MIN. GROUT UNDER POLE BASE 6 3 8 w 00 a f 1 C N CL1 ` GROUND II II CLAMP I I I I �m 1 CL 4• � 2" PVC CONDUIT SYSTEM f' c CONCRETE Q 3' SQ. OR DIA. V_ LO V_ Lli o Q N LO Cn�{ Q Q m m W Li z z 0 M z z z o Q Q 0 F- H Lj w w 00 w w CL IZ cliff u_ > > W W cr_ cr_ CV I O z LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE 12 S.E.C. OR EQUAL AWG IN A JACKETED CABLE, REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 do 28 GREEN INSULATED WIRE STANDARD PLAN J-40.10-03 TO FIXTURE GROUND LUG GROUND LUG DRINIMU AINMHOLE M SPLICE KITS CLEAR EPDXY SPLICE PLI RUNS ON ALL THRU 4" CONCRETE PAD ----\ 2' MIN. #8 BARE COPPER IGROUND WIRE t 1 -#8 EQUIPMENT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM — WIRES TO CONTACTOR (SIZED AS REQ'D.) r,/8" 8' COPPER CLAD 2" MIN. GROUT UNDER POLE BASE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. GROUND ROD NOTES: Ij 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. MD. PLlult - 119 PUBLIC WORKS TYPICAL LIGHTING + + APPROVED-. -X.. DEPARTMENT UNDERGROUND SYSTEM STRI -.0111 - - 7' 3' if YVI'iV IIVI♦ VV/l PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX OTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 9 • 4 d Z 1 T Tr_^ • 4 • .p V v • •• • • 1 4 • •d • 4 vp PLAN VIEW INDIVIDUAL JUNCTION BOX + PUBLIC WORKS CONCRETE PAD DETAILS o��• PLAN — 120 DEPARTMENT A OAA TE EPDXY ,I,II, INLINE SPLICE Cf7nV\/ I-11 I WYE SPLICE SPLICE KIT PMW ���■ I /-DIAMETER 7/8 I • LOAD LINE 1/4 FU SE / 1/8 )) 1/8 UTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON Standard plans O� LST DATE: 11/5/96 DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: JO 13 M'1 U � 0 a z W s MW ^ �z i Wf < $ pp ZU� O U Z u k W 0 I I Q In < Zx p — 0. — — ( cam+ u Z W < C9 Ln 0 - 3 x Q W U (D IJ. Z*z z It W N J J 0 a = W O U _j m ~ �c C Ow 1(1 i0 O N Q N u y4 3 Z W W LOW O o ZW m � _ tux YQ- Z J o IM �-+3W N,ZjO= z CV wV WU Uyyn,�� I�Q Zo �� ¢ W �.. Z O Q' o' �+ e N J �n Y aWca0a W `r N uZ`/ _/ a4< �j D]� 11- 80 t \ U W a�w� W D_ W0 Ln'? Z� C�� _1Y = ail In ; m o QItJ w lL Q �a-1 _ N Ifi�W pZ J s� Off z� �WU� -O "I O—O O U OM 01-1 `ct`�'< o g 9gVa. I CjamS 1 1 O—G - 1 Lj_j Lill W lu ISM QY �' In O W O a i i �ZVZO O O—O O �Q a� Z�� <Z 11--1 �Nair 0 � of z �§j R�£ Li g BI D= QQ J W T0U� 0 Za 0 QU��^W X 7Q o uZ�Q W�p� Z C�t.1.� WW UA(J < z5Y7y� W Z Q mU_ QC Y j -QJ - riH.ruier 413 g03 m pax lit Qa O na 0 Z 1 I 1 > S I YI In I a I N ° I X Q, I 1 o OR W1 01� F1w4 ! H r 1 in in PUBLIC VIORK19 SERVICE CASINET STD. PLAN — 122.1 DEPARTIIIENT WITHOUT a" A �PPZ CONDUIT ENTR. AREA 4 4 • F M O 0 . p 4 ., ' •4 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6'1 1'-011 N —Grade Level d • • • • 4.. • .• .4 .• N 4• 4 • 4 FRONT VIEW SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb 1. r1n See Note 3 See Note 3 +lILL #4 hoops +I #4 hoops L* o -#4 bar each corner o #4 bar each corner 6" MIN 1" io 2" z' MIN 1" to 2" 3/8" diameter plastic drain �3/B" diameter plastic drain SIDE VIEW SIDE VIEW V-6" Cabinet depth Cabinet depth 11-6" + 2 + 2 _ #4 bar each #4 bar each corner N corner it ik CA + #4 hoops � + �4 hoops A D U U PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION For NOTES see Std. Plan 126.2 t_1011:"a PUBLIC WORKS CABINET FOUNDATION DETAILS �' p� - 126.1 DEPARTMENTROof PIK 11141119310fl77T TEST SWITCF TERW BLOCK STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120•/240 VOLT IVC/1RCJ I LUMINAIRE OUND WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR STD. PIAN 123 + st 1 DEPARTMENT CABINET SCHEMATIC � A AIL7R TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 �NA�O lIT p cn z cn 0251 Fs� STERF'� S/ONAL E� r RECOMMENDED FOR APPROVAL BY s BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE T-383805 R-383831 a Y1 ' z f 1 C N CL1 ` GROUND II II CLAMP I I I I �m 1 I I H I I 4• � 2" PVC CONDUIT SYSTEM f' c CONCRETE FOUNDATION 3' SQ. OR DIA. TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. GROUND ROD NOTES: Ij 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. MD. PLlult - 119 PUBLIC WORKS TYPICAL LIGHTING + + APPROVED-. -X.. DEPARTMENT UNDERGROUND SYSTEM STRI -.0111 - - 7' 3' if YVI'iV IIVI♦ VV/l PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX OTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 9 • 4 d Z 1 T Tr_^ • 4 • .p V v • •• • • 1 4 • •d • 4 vp PLAN VIEW INDIVIDUAL JUNCTION BOX + PUBLIC WORKS CONCRETE PAD DETAILS o��• PLAN — 120 DEPARTMENT A OAA TE EPDXY ,I,II, INLINE SPLICE Cf7nV\/ I-11 I WYE SPLICE SPLICE KIT PMW ���■ I /-DIAMETER 7/8 I • LOAD LINE 1/4 FU SE / 1/8 )) 1/8 UTTING RINGS FUSE KIT FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON Standard plans O� LST DATE: 11/5/96 DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: JO 13 M'1 U � 0 a z W s MW ^ �z i Wf < $ pp ZU� O U Z u k W 0 I I Q In < Zx p — 0. — — ( cam+ u Z W < C9 Ln 0 - 3 x Q W U (D IJ. Z*z z It W N J J 0 a = W O U _j m ~ �c C Ow 1(1 i0 O N Q N u y4 3 Z W W LOW O o ZW m � _ tux YQ- Z J o IM �-+3W N,ZjO= z CV wV WU Uyyn,�� I�Q Zo �� ¢ W �.. Z O Q' o' �+ e N J �n Y aWca0a W `r N uZ`/ _/ a4< �j D]� 11- 80 t \ U W a�w� W D_ W0 Ln'? Z� C�� _1Y = ail In ; m o QItJ w lL Q �a-1 _ N Ifi�W pZ J s� Off z� �WU� -O "I O—O O U OM 01-1 `ct`�'< o g 9gVa. I CjamS 1 1 O—G - 1 Lj_j Lill W lu ISM QY �' In O W O a i i �ZVZO O O—O O �Q a� Z�� <Z 11--1 �Nair 0 � of z �§j R�£ Li g BI D= QQ J W T0U� 0 Za 0 QU��^W X 7Q o uZ�Q W�p� Z C�t.1.� WW UA(J < z5Y7y� W Z Q mU_ QC Y j -QJ - riH.ruier 413 g03 m pax lit Qa O na 0 Z 1 I 1 > S I YI In I a I N ° I X Q, I 1 o OR W1 01� F1w4 ! H r 1 in in PUBLIC VIORK19 SERVICE CASINET STD. PLAN — 122.1 DEPARTIIIENT WITHOUT a" A �PPZ CONDUIT ENTR. AREA 4 4 • F M O 0 . p 4 ., ' •4 PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6'1 1'-011 N —Grade Level d • • • • 4.. • .• .4 .• N 4• 4 • 4 FRONT VIEW SIDE VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb 1. r1n See Note 3 See Note 3 +lILL #4 hoops +I #4 hoops L* o -#4 bar each corner o #4 bar each corner 6" MIN 1" io 2" z' MIN 1" to 2" 3/8" diameter plastic drain �3/B" diameter plastic drain SIDE VIEW SIDE VIEW V-6" Cabinet depth Cabinet depth 11-6" + 2 + 2 _ #4 bar each #4 bar each corner N corner it ik CA + #4 hoops � + �4 hoops A D U U PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION For NOTES see Std. Plan 126.2 t_1011:"a PUBLIC WORKS CABINET FOUNDATION DETAILS �' p� - 126.1 DEPARTMENTROof PIK 11141119310fl77T TEST SWITCF TERW BLOCK STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120•/240 VOLT IVC/1RCJ I LUMINAIRE OUND WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR STD. PIAN 123 + st 1 DEPARTMENT CABINET SCHEMATIC � A AIL7R TRA F -F -1c EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 �NA�O lIT p cn z cn 0251 Fs� STERF'� S/ONAL E� r RECOMMENDED FOR APPROVAL BY s BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE T-383805 R-383831 a Y1 ' z f 1 C N CL1 M �m 1 M a I 1 I I i � w 0 00 m N CL1 �m 1 d > � w M DESIGN CRITERIA FOUNDATION DESIGN: FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES DERIVED FROM THE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW DATED 02-05-14 ALLOWABLE BEARING PRESSURE: 21500 PSF LATERAL EARTH PRESSURES - DRAINED LEVEL BACKFILL ACTIVE CONDITION: 35 PCF EFW PASSIVE SOIL RESISTANCE: 300 PCF EFW (F,S, = 1.51 COEFFICIENT OF BASE FRICTION: 0,40 JF,S, = 1,51 GENERAL CONSTRUCTION NOTES CODE; RETAINING WALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2012 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON. DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING & EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES, BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL, SEE GEOTECHNICAL REPORT FOR BACKFILL REQUIREMENTS CONCRETE CONCRETE REQUIREMENTS: LOCATION STRENGTH MAX W/C RATIO WALLS & FOOTINGS 4000PSI @ 28 DAYS 0,50 AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR, MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, MATERIAL REQUIREMENTS: CEMENT: ASTM C150, ADMIXTURES: ACI 301, AGGREGATES: ASTM C33, WATER: ASTM C94, PLACING REQUIREMENTS: CONSOLIDATION: CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, CURING REQUIREMENTS: CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT, WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH ACI 305, REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A6151 GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS, FABRICATION AND PLACING REQUIREMENTS: BENDING: BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER, PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF, SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 3" CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" WET SETTINGS: REINFORCEMENT, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS, 7 POND SITE PLAN SCALE 1/16" = 1'-0" ANGLES ANS LENGTHS ANGLES AND LENGTHS SHOWN ON THIS PLAN HAVE BEEN ROUNDED OFF TO A WHOLE NUMBER AND ARE INTENDED FOR GENERAL INFORMATION AND REINFORCING DETAILING ONLY, SEE CIVIL DRAWINGS FOR EXACT ANGLES &LENGTHS SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2012 IBC, QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORK FREQ, 2012 IBC �n SECTION CAST IN PLACE CONCH d; 1 �m> REINFORCING STEEL, PLACEMENT, P 1910.04 PLACEMENT OF CONCRETE C 1910.6 VERIFYING USE OF REQUIRED DESIGN MIX p 1904.2 TESTING OF THE CONCRETE FOR SPECIFIED rn STRENGTH, AIR CONTENT AND SLUMP C 1910,10 rn VERIFICATION OF SOIL -BEARING CAPACITY: INSTALLATION OF DRAINAGE SYSTEM: C 1705.6 PLACEMENT &COMPACTION OF WALL BACKFILL: FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS, SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING, PLAN KEYNOTES 1, C,I,P CONCRETE POND WALL, SEE 1/S1 FOR DIMENSIONS & REINFORCING, CAST WALL IN A SINGLE POUR WHERE POSSIBLE, CONSTRUCTION JOINTS IF REQUIRED SHALL BE PROVIDED AS SHOWN IN 2/S1, VERIFY ALL ELEVATIONS w/ THE CIVIL DWGS AND SITE CONDITIONS 306'-9" gn POND WALL SECTION SCALE 1/2"=1'-0" LEGEND CIP CONCRETE WALL, CONCRETE SPREAD FOOTING TOW TOP OF WALL TOF TOP OF FOOTING ETE WALL, REINF w/ /, PLACE VERT REINF OF THE WALL, LAP ' MIN @ ALL SPLICE VIDE (2145 CONT WALL, E, ELEVATION VARIES, S FOR FINAL OVIDE 1'-0" MIN �E TOP OF THE TRANSVERSE T & B #4 LONG T & B AS SHOWN FORMED KEY 1-1/2" DEEP x 3" WIDE MAX, 3" I. 3" BREAK EVERY HORZ BAR @ JOINT, TYP VOLCLAY RX -102 WATERSTOP TO EXTEND OVER THE FULL HEIGHT 12145 VERT AS OF THE WALL PLACED AT THE SHOWN EA CENTER OF THE KEY, INSTALL SIDE OF JOINT IN ACCORDANCE WITH ALL OF THE MFGR'S REQUIREMENTS WALL CONST JOINT SCALE 1-1/2"=1'-0" m � G jA �! o z cc o��� G 20744 �1► crUgAL S�0NAL SHEET: x CCU) LL 0 Si OF 1 S-14-055 $ EET SIZE 22xU 0 �n m 1 �m> 00 0 om 1 �CM > rn rn in D D C 33 33 m D .I Z �x' FRONT YARD SETBACK (TIP.) TO' SIDE YARD STREET W7ffAQV [ (TW) I I I w 'L'L^^A v. 5' SIDE YARD V Q _ _ _ _SETBACK (TW.) rw � 23' ALAR YARD a w SETBACK (TW.) J TYPICAL BSBL 0 m SEE IMEN MAU g1 Q 4 kJW i N h Qb U W I LLA H i 188'2210"W CAL). 101 11 (2623.87' REE 3) 15 (2623.86• C.O,R.) CITY OF RENTON CONTROL MONUMENT NO. 1852 MONUMENT NOT SEARCHED FOR HELD POSITION PER CITY OF RENTON/REF J CTY OF RENTW/REF. J I 10 8 L 8 CAL.C. I'SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. D3 J „e` FOILND PUNCHED BRASS ' FLUSH NIM ROAD SURFACE THE ENCLA VE A T BRIDLE RIDGE J' PLUG SET IN CONCRETE NOOR918E T'43_ -W --____L26496 n- Ne677.4.T•w Js6 e6' _ 1, 4 ______ / 1 T_____-_ 0ILADACWPLIMTT SIDEWALK BELOWNEFAIL SHEET CSI I ) 0.2'E 1-I6 UNIT (TYPE J) ry 6190 SF 2 I d,966 S.F / / 12,56 SF.N.D.cB.U. MAILBOx6190 SE J50"N.D.CRV,LOCARONSEE DETAIL SNUT CIOI______I I___J/ /--___'SY N6818Y0'W au m• N+x 12+x 13+00 I�+x+x I ¢ zIII 01 m ¢ z Z k 2 T______ (7E 2 a �B! 3 ��5 �x' FRONT YARD SETBACK (TIP.) TO' SIDE YARD STREET W7ffAQV [ (TW) I I I w 'L'L^^A v. 5' SIDE YARD V Q _ _ _ _SETBACK (TW.) rw � 23' ALAR YARD a w SETBACK (TW.) J TYPICAL BSBL 0 m SEE IMEN MAU g1 Q 4 kJW i N h Qb U W I LLA H i 188'2210"W CAL). 101 11 (2623.87' REE 3) 15 (2623.86• C.O,R.) CITY OF RENTON CONTROL MONUMENT NO. 1852 MONUMENT NOT SEARCHED FOR HELD POSITION PER CITY OF RENTON/REF J CTY OF RENTW/REF. J I 10 8 L 8 CAL.C. I'SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. D3 J „e` FOILND PUNCHED BRASS ' FLUSH NIM ROAD SURFACE THE ENCLA VE A T BRIDLE RIDGE J' PLUG SET IN CONCRETE NOOR918E T'43_ -W --____L26496 n- Ne677.4.T•w Js6 e6' _ 1, 4 ______ / 1 T_____-_ 0ILADACWPLIMTT SIDEWALK BELOWNEFAIL SHEET CSI I ) 0.2'E 1-I6 UNIT (TYPE J) ry 6190 SF 2 I d,966 S.F / / 12,56 SF.N.D.cB.U. MAILBOx6190 SE J50"N.D.CRV,LOCARONSEE DETAIL SNUT CIOI______I I___J/ /--___'SY N6818Y0'W au m• N+x 12+x 13+00 I�+x+x I ¢ zIII 01 19 1 18 6F. R-55.00' -. z Z k 9.232 tF. 8030 S.F. 4050 T______ -_____i 66 i4J9" 0: I I I I �x' FRONT YARD SETBACK (TIP.) TO' SIDE YARD STREET W7ffAQV [ (TW) I I I w 'L'L^^A v. 5' SIDE YARD V Q _ _ _ _SETBACK (TW.) rw � 23' ALAR YARD a w SETBACK (TW.) J TYPICAL BSBL 0 m SEE IMEN MAU g1 Q 4 kJW i N h Qb U W I LLA H i 188'2210"W CAL). 101 11 (2623.87' REE 3) 15 (2623.86• C.O,R.) CITY OF RENTON CONTROL MONUMENT NO. 1852 MONUMENT NOT SEARCHED FOR HELD POSITION PER CITY OF RENTON/REF J CTY OF RENTW/REF. J I 10 8 L 8 CAL.C. I'SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. D3 J „e` FOILND PUNCHED BRASS ' FLUSH NIM ROAD SURFACE THE ENCLA VE A T BRIDLE RIDGE J' PLUG SET IN CONCRETE NOOR918E T'43_ -W --____L26496 n- Ne677.4.T•w Js6 e6' _ 1, 4 ______ / 1 T_____-_ 0ILADACWPLIMTT SIDEWALK BELOWNEFAIL SHEET CSI I ) 0.2'E 1-I6 UNIT (TYPE J) ry 6190 SF 2 I d,966 S.F / / 12,56 SF.N.D.cB.U. MAILBOx6190 SE J50"N.D.CRV,LOCARONSEE DETAIL SNUT CIOI______I I___J/ /--___'SY N6818Y0'W au m• N+x 12+x 13+00 I�+x+x I Q m ESI 19 1 18 6F. R-55.00' -. 1l�r EASEMENT 1 9.232 tF. 8030 S.F. 4050 T______ �x' FRONT YARD SETBACK (TIP.) TO' SIDE YARD STREET W7ffAQV [ (TW) I I I w 'L'L^^A v. 5' SIDE YARD V Q _ _ _ _SETBACK (TW.) rw � 23' ALAR YARD a w SETBACK (TW.) J TYPICAL BSBL 0 m SEE IMEN MAU g1 Q 4 kJW i N h Qb U W I LLA H i 188'2210"W CAL). 101 11 (2623.87' REE 3) 15 (2623.86• C.O,R.) CITY OF RENTON CONTROL MONUMENT NO. 1852 MONUMENT NOT SEARCHED FOR HELD POSITION PER CITY OF RENTON/REF J CTY OF RENTW/REF. J I 10 8 L 8 CAL.C. I'SE 1/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. D3 J „e` FOILND PUNCHED BRASS ' FLUSH NIM ROAD SURFACE THE ENCLA VE A T BRIDLE RIDGE J' PLUG SET IN CONCRETE NOOR918E T'43_ -W --____L26496 n- Ne677.4.T•w Js6 e6' _ 1, 4 ______ / 1 T_____-_ 0ILADACWPLIMTT SIDEWALK BELOWNEFAIL SHEET CSI I ) 0.2'E 1-I6 UNIT (TYPE J) ry 6190 SF 2 I d,966 S.F / / 12,56 SF.N.D.cB.U. MAILBOx6190 SE J50"N.D.CRV,LOCARONSEE DETAIL SNUT CIOI______I I___J/ /--___'SY N6818Y0'W au m• N+x 12+x 13+00 I�+x+x -- Jz+x --' 63' 7,IF ------r------.1 -I is vueui Sat r -----I 19 1 18 6F. R-55.00' -. 1l�r EASEMENT 1 9.232 tF. 8030 S.F. 4050 T______ -_____i 66 i4J9" II 1 I I I I I 81398 S.F. I I 1 Ir 1 I II L_____JI II I 11 1 301 1 1 29 1 28F IL_____l I I 1 9.31 F Sam SF 1 B4OS S.F. 1 4 I 27 �C 15 R=21x' Ig . S.F. i J4+6167. R-2Sx j6883 d - 2/92'72' 34+85.67, 9.16E IF ------1 1_ lVAJ IO OF- - L ----- L----- L------1 I I L IT37TI.-J g R = 2500' CR -9 e = 2Jv4n' 2f L 10.07' 1-----J II SD EASEMENT I I 29 L - tao7' _____ 9 II 6 = 1JW26' ______1 8.052 S.F. 8 ______I I I I I 1______- 2' I AM4 Sr I I 21 I I 23 I I 1 I 1 1 10 8.052 SF OX]J• I 6030 SF I 8,050 SF. L _ J 25 Ss' DEDICATION �. 8.05 F b rg 8050 S.F. 86245E 9,SJ3 IF. I I 12 �1 ______J I______J L i-16 UNli(MEIJ � I 7±1 _ _ NIT.GB.�MAICBOk �_____J -- Jz+x --' 63' 7,IF ------r------.1 -I is vueui Sat r -----I 19 1 18 6F. 16 I 1l�r EASEMENT 1 9.232 tF. 8030 S.F. 4050 I I 8613 IF. 115 I 14 I I j I I I I I 81398 S.F. I I I 91186 sE I L_ I __ ______J I II L_____JI II I 1 V I I r IL_____l L_____l MAINIENANCE ONLY ACCESS WTI PUNCHED 3/8 DOW 1,2'IN MONL SEF UPPER QEFF 3 DOCONCRETE MONUMENT MIN TACK h LEAD IN 2* IRON PIPE, DOWNW 1.5; IN MONUMENT CASE _ N88J770' N66 J7,IO•N• SE 144THSTREET 1J09i0' - - 478.54' ILv Call 2 Working Days Before You Dig 811 Ut9tie9 llnCergroulW Location Center (ID,NfT,ND.OR.WA) 3'N, x DIF NER 3EWALK REDOKN SHEET CSI NUMENT BRASS PLUG, ENT CASE 75m, SJOJB'31'E 5 F / o-er.4)' RAMP NO. RAMP I R=150.x' 2 3195"TSI' TRACT A"n, 1a STORM DRAINAGE s.F) t 32174 SF IS" PUBLIC EASEMENT P-1 \ ' CR -3 -FO A 75m, SJOJB'31'E FOUND CONCRETE MONUMENT WIH 3/B BRASS PLUG FOUND CONCRETE MONUMENT WTI DOBN I.0' IN MONUMENT CASE ,1I PUNCHED J" BRASS DISK STAMPED: LIN Y.__ __ I/ NBD'JT40'W 14 J 11 I IJ 23 24 1J R5E 1438 DOWN 1.1; IN MONUMENT CASE POUND I- 2 O.r"S x DOE. OF PRO' CORNER- 01::9W3ML] UNPLATTED EX DRIVEWAY To BE ABANDONED AND REMOVE); REPLACE W7H FRONTAGE LOCA DON UNPLATIED AD TURNAROUND; L SHEET C17 klz iia <a KING COUNTY SHORT PLAT NO. 475042, UEC. NO. ]5062504]5 FOUND (TTP) 0.1'50, x O.ON. OF PROP COINER R-383840 3421MMINOMILS6 NAND BB PER CITY OF RENTON VERTICAL COV/RO. BENCHMARK: I. CITY OF RENTON CONTROL PONT NO. 2127, CONCRETE MONUMENT WIN PUNCHED 1 -112 - BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT WE INTERSECTION OF SE 142ND STREET AND II8W PLACE SE. ELEVATION - 363.697 RET. (PUBLISHED ELEVATION - 110.655 METERS) 2. CITY OF RENTON CONTROL PONT NO. 2103 PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WTI ROAD SURFACE AT T/IE INTERSECTION OF 5£. 128W STREET AND ISOM A4ENUE SE AKA RIE NORTH WARIER CORNER OF SECTION 14-23-5, £LEVARON - 547.94 RET. 3 CITY OF RENTON CONIAOL PONT NO 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT THE INIERSECW OF SE 139W ST. AND 156TH AVENUE SE, ELEVATION - 37234 FEET. BASIS OF BEAR/NGS: NBSJ770"W ALONG THE SWIM LINE OF INE SOUTHEAST WARIER OF SECTION I4-23-5 PER KING COUNTY SURVEY CONTROL. PONTS 3763 AND 3764. 5 F / QJK S.F. RAMP NO. RAMP L 34.23' 2 R -31x' (-f 6 = 11173'38' 2 � L =6838' 10+47.99. R=38x' CR -3 � I 10+4799, 6 \^ILL L I 8,030 SF c V I I r L 1 L_ _J J0+4799, R=21x' CR -5 I I 7 47+21.56, 8032 S.F. 15 R=21x' Ig I I I I I - 3888' J4+6167. R-2Sx CR -7 d - 2/92'72' 34+85.67, L - 9.18' zr 8,052 S.F. 1 c I I 25 I I L IT37TI.-J g R = 2500' CR -9 e = 2Jv4n' 2f L 10.07' ' R- 2500' CR -10 I I 29 L - tao7' 30 9 ry 6 = 1JW26' ACT �A' (MA 8.052 S.F. 8 NC I I I s 2' L. - -J r----- 1 10 8.052 SF OX]J• I I L _ J ____� I / I 1 �. 8.05 F b rg I I I L_ 6 r_____ I I I 12 �1 IQ4M IF. \ is PUBLIC ICS' E ASFIIEN J 7±1 _ _ FOUND CONCRETE MONUMENT WIH 3/B BRASS PLUG FOUND CONCRETE MONUMENT WTI DOBN I.0' IN MONUMENT CASE ,1I PUNCHED J" BRASS DISK STAMPED: LIN Y.__ __ I/ NBD'JT40'W 14 J 11 I IJ 23 24 1J R5E 1438 DOWN 1.1; IN MONUMENT CASE POUND I- 2 O.r"S x DOE. OF PRO' CORNER- 01::9W3ML] UNPLATTED EX DRIVEWAY To BE ABANDONED AND REMOVE); REPLACE W7H FRONTAGE LOCA DON UNPLATIED AD TURNAROUND; L SHEET C17 klz iia <a KING COUNTY SHORT PLAT NO. 475042, UEC. NO. ]5062504]5 FOUND (TTP) 0.1'50, x O.ON. OF PROP COINER R-383840 3421MMINOMILS6 NAND BB PER CITY OF RENTON VERTICAL COV/RO. BENCHMARK: I. CITY OF RENTON CONTROL PONT NO. 2127, CONCRETE MONUMENT WIN PUNCHED 1 -112 - BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT WE INTERSECTION OF SE 142ND STREET AND II8W PLACE SE. ELEVATION - 363.697 RET. (PUBLISHED ELEVATION - 110.655 METERS) 2. CITY OF RENTON CONTROL PONT NO. 2103 PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WTI ROAD SURFACE AT T/IE INTERSECTION OF 5£. 128W STREET AND ISOM A4ENUE SE AKA RIE NORTH WARIER CORNER OF SECTION 14-23-5, £LEVARON - 547.94 RET. 3 CITY OF RENTON CONIAOL PONT NO 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT THE INIERSECW OF SE 139W ST. AND 156TH AVENUE SE, ELEVATION - 37234 FEET. BASIS OF BEAR/NGS: NBSJ770"W ALONG THE SWIM LINE OF INE SOUTHEAST WARIER OF SECTION I4-23-5 PER KING COUNTY SURVEY CONTROL. PONTS 3763 AND 3764. ADA R 5 CR -1 ' 4 - W 887624' RAMP NO. RAMP L 34.23' 2 R -31x' (-f 6 = 11173'38' R L =6838' 10+47.99. R=38x' CR -3 A- M'46'14' 10+4799, L - 5E2J' R R -33x' CR -4 A - 17215',6' L L - 6858' J0+4799, R=21x' CR -5 A- 1741977' 47+21.56, L - 49.69• 15 R=21x' CR -6 A. 13433'314 R - 3888' J4+6167. R-2Sx CR -7 d - 2/92'72' 34+85.67, L - 9.18' zr R=25.x' CR -8 A- 21 VI'21" 25 L 9.18' 18+0607, R = 2500' CR -9 e = 2Jv4n' 2f L 10.07' 27 R- 2500' CR -10 e - 23WW' 29 L - tao7' 30 R=21x CR -11 6 = 1JW26' ACT �A' (MA L - 10.07' ADA RAMP TABLE DRIVEWAY T STA. RAMP NO. RAMP STA. 2 1 52+32.75. 22.x' R z 10+47.99. 1193'L 7 J 10+4799, 10.3' R 4 W+4799, IJ9J' L 5 J0+4799, 10.45 R 6. 47+21.56, 2200'R 15 7 M+60.31, 2200' R 8 J4+6167. 14.31'L rf 9 34+85.67, 9.84'R zr 10 184MO7, 9.06'R 25 11 18+0607, IJx' L l WAY TABLE LOT NO. DRIVEWAY T STA. 1 I3+46.40 2 I3+77.40 J MI6.4B h5 15+01.15 a 15+44.07 7 15+7101 8 16+84.01 a 17+1101 410 YTrB16h 4B+i4:B1 11 I6+3301 12 /9+2Am 11 19+2849 I4 34+21.54 15 JJ+90.34 1f 32+74.04 17 J2+4304 11 31+73.04 rf Jr+w.o, ZD 30+99.48 zr ,31+ea.,6 22 J2+39.48 25 J2+70.48 24 JJ+84.96 25 34+1598 2f 14+2204 27 IJ+91.04 20 12+76.54 29 12+4184 30 II+J6.54 JI 11+01.31 ACT �A' (MA 46+81.35 (DRAW NO. STATIONING 15 ALONG FLOWINE OF CURB ADA RAMPS PER WSOOT SID. PLAN F-4035-02 J F-4530-01 SEE DETAILT, SHEET CIO MONUMENT STATIONING SCHEDULE I� 51+8347 (156W AVENUE SE) = IO+x.x ISE 6TH SDtIFEF O 14+58.56 (SE 6W STRUT) J❑ 15+4375 (WAPAT) PLACE SE) O 17+7301 (WAPATO PLACE SE) = Mf 12.51 (SE 77H PUCE) 5� 19+17.99 (WAPATO PLACE SE) © /9+99.39 (WAPAM PLACE SE) ❑] ,9+04140 (156)H AVENUE SE) = 30+x.00 (SE FIN PLACE) NOTES QI CZ EENT SILOCPnON ry O' RENTON SID. PLAN COIN SU SHEET CIO FOR DETAIL SEE SHEET © TWE 4 ENO OF ROADWAY 09XCT MARKER AND fUTURE ROAD EXTENSION" SIGN MWN70 ON .SINGLE POST. SEE SHEET CIO FOR DETAILS. AS -BUILT NORTH GRAPHIC SCALE 0 25 50 100 MENMEW1 INCH = 50 FT. 1 CITY COMMENTS 11.13.14 102.13.151 MNIem I`. .[ omroMM NAA) 2 CmCOMMI]LT5 150 08.19.15 Mu AS NOTED °""99i 11 CITY OF D.R. STRONG 3 CNr COMMENTS MAI 0].13.15*APPR TIP D E) CONSULTING ENGINEERS RENTON 4 MYI/9t5 1lAJ 0].23.13 ENGINEERS PLANNERS SURVEYORS o -x Y� W1UM 6 LOT 10 ptlNEWAT AS-BIML76 150 12.1817m Planning/Building/Public Warks Dept. 6107THAVENUE, KIRKLAND WA9B033 NO REVISION RV DATE VVE NE' 04268273063 F4z662Tz9z3 28217 MAI This page replaced due to field change '8+2374 F RECOMMENDED FOR APPOVAL BY: Date:_ BY: Date: BY: Date: BY: Date: THE ENCLAVE AT BRIDLE RIDGE HORIZONTAL AND VERTICAL CONTROL PLAN U14005368 DRS PROJECT NO. 13117 N 10.03.14 C3