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HomeMy WebLinkAboutConcord Place aka Maertins Ranch_As-Builts.Vicki.pdf3 y7 X X U Q ry z ry LIJQ CONDI77ONS OF APPROVAL: IN THIS DECISION IS (NARY PLAT AS DESCRIBED 774E PROPOSED PRELIM L CONSISTENT W1774 ALL APPLICABLE RENEW ABOVE AND IS CRITERIA AS OUTLINED THEREFORE APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH MI77GA77ON MEASURES ISSUED AS PART OF THE A4177GATED DETERMINA77ON OF NON -SIGNIFICANCE FOR THE PROPOSAL. 2ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY AND ALL STREET NAME SIGNS SHALL BE INSTALLED PLATPPROVAL. A PRIOR TO FINAL J. ALL LOT CORNERS AT WTERSEC77ONS OF DEDICATED PUBLIC RIGHTS-OF-WAY, EXCEPT ALLEYS SHALL HAVE 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 DEVELOPMENT. 5.ALL UTIL177ES 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 LOCATED 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 U77LI77ES 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 OBVIATE THE NECESSITY 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 CER77FY TO THE CITY THAT IT IS PROPERLY INSTALLED. 7.7HE APPLICANT SHALL COMPLY WITH THE MONUMENT AND SURVEY REQUIREMENTS OF RMC 4-7-210. B.THE APPLICANT SHALL SUBMIT AN ARBORIST REPORT DEMONSTRATING TO 774E SATISFACTION OF CITY STAFF THAT THE PROPOSED VAULT CONS7RUC77ON WILL NOT ADVERSELY AFFECT TREES ON ADJOINING PROPERTY. 9.THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXIS77NG SINGLE FAMILY RESIDENCE, DETACHED GARAGE AND BARN PRIOR TO FINAL PLAT RECORDING. 10. UPON THE EXTENSION AND COMPLETION OF THE PUBLIC ROAD FROM NE 16TH STREET THROUGH TO SR 900, THE FUTURE OWNERS OF LOT 5 & 6 MAY RELINQUISH THE COMBINED 3,562 SQUARE FEET OF TEMPORARY CUL-DE-SAC EASEMENT, PENDING INSTALLATION OF COMPLETE FRONTAGE IMPROVEMENTS IN THE RIGHT-OF-WAY AND APPROVAL BY THE CITY OF RENTON. PRIOR TO RECORDING, THE APPLICANT SHALL INCLUDE SIMILAR LANGUAGE ON THE FACE OF THE PLAT. 11. 714E APPLICANT SHALL PROVIDE TWO (2) TREES WITHIN 774E REAR YARDS OF LOTS 4, 5, 10, 11, 12, AND 13 AND ONE (1) TREE WITHIN THE 10 -FOOT LOT LANDSCAPING ALONG STREET FRONTAGE OF LOT 6. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 12. THE CUL-DE-SAC SHALL BE CONS7RUC7ED TO PUBLIC STREET STANDARDS, IN AND OUT OF THE DEDICATED PUBLIC RIGHT-OF-WAY. 13 A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE 77ME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER. 14. 774E APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION (HOA ) THAT MAINTAINS ALL LANDSCAPING IMPROVEMENTS IN TRACT -A-, ALL MAINTENANCE AND REPAIRS OF THE TEMPORARY ACCESS EASEMENT FOR THE CUL-DE-SAC TURNAROUND AND ANY AND ALL OTHER COMMON IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENT SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 15. ANY PROPOSAL TO CONVERT THE STORMWA TER VAULT WITHIN TRACT A" TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M2. 16. THE APPLICANT SHALL BE REQUIRED TO OBTAIN A TEMPORARY CONSTRUC77ON EASEMENT FOR ALL WORK CONDUCTED OUTSIDE OF THE APPLICANTS PROPERTY. THE TEMPORARY CONSTRUCTION EASEMENT SHALL BE SUBMITTED TO THE CITY PRIOR TO ANY PERMITS BEING ISSUED OR DEMONSTRATE THAT OFFSI7E TREES CAN BE SAVED DURING CONSTRUCTION. NORTH GRAPHIC SCALE 0 50 100 200 1IN�00 FT. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) � i I , I I 1 1 I 1 I 1 1 I I I I I� 1 SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. MAER TINS RANCH III I I I Fr.Al nFSr.RIPnnN- -.L - -1 C I 12 I # I f--1 2 RI i i I = Im I ---- I I `-------' ♦` PARCEL A: 4 F SECTION A T 1 4 OF 774E SOUTHEAST 1 0 F 774E WYEST 1 2 OF THE SOUTH£ S 4 T F THE P 2 0 / 774E NORTH 677. 4 FEE 0 774 T / 7N WEST 130 FEET OF POR TION LYING !NG COUNTY WASHINGTON; EXCEPT E 3, TOWNSHIP 23 NORTH RANGE 5 EAST., WM., IN K SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE, • EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE • BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF THE WEST 1/2 OF 71PE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3,• FEET TO THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH PINE A DISTANCE OF 89.01 THE BEGINNING OF SAID LINE, • THENCE NORTH 67 DEGREES 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO 1 4 OF SAID SECTION ST 130 FEET OF 774E SOUTHEAST 1 4 OF 174E SOUTHEAST F AST LINE OF THE WE/ INTERS£C770N 0 THE E / 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS 6468344 AND 7207120398. PARCEL 0. A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER. 032305902101 SURVEYOR'S NOTES i PARCEL KEY MAP SCALE 1 INCH = 300 FT full -1 HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 04258273063 F425.827.2423 1 NO. RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20060808001642. 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20060914001333. 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20140306000025. REFERENCES: _ PROJECT CONTACTS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC ............................. .....................9675 1. ALL TIRE INFORMATION SHOWN. ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY r 3 I I ii .................................................. COMMI7MENT ORDER NO. 4243-2332813 DATED OCTOBER 08, 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING I i i 1 ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT 7171E SEARCH NOR IS D.R. STRONG CONSUL77NG ENGINEERS INC AWARE OF I i i ...... ANY 7171E ISSUES AFFECTING THE SURVEYED PROPERTY 0774ER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY ` \------- \\ i i 1 `------ __ 7ARCELNO. REFERENCED FIRST AMERICAN TIRE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN 77TLE COMPANY REPRESENTATIONS OF THE 7771E"S CONDITION TO PREPARE THIS SURVEY AND , 1 4 , 1 1 1 1 ---(r 1--- ENGINEERS INC QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. THEREFORE D.R. STRONG CONSUL TING ENG NEE S ' 10 `------------ PARCEL 8 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 27, 2014. ALL SURVEY AS FOUND" WAS RIECOVERED FOR THIS PROJECT IN OCTOBER, 2014. IL EASE 'IWC. N �BO9 .................................................. CONTROL INDICATED -- STEPHEN J. SCHREI, P.L.S ............... ........ I.......................... STEVE. SCHREIQIORSTRONGCOM STRUCTURAL ENGINEERS ........... b 1 9 i . r- 3. PROPERTY AREA = 177,682-* SQUARE FEET (4.0790-+ ACRES). I WA. 98208 ...................................................(425) 357-9600 ................................................... CONTACT., DAN KOSNIK, SE GE07ECHNICAL ENGINEER ........... 4. ALL DISTANCES ARE IN FEET. ...............................................1805 i i ........... ........................................ 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE SHOWN. OS OF CLOSURE RA C W ; .......I ........................................... THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA77ON AS J 8 ' - THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING WS7RUMENTS AND EQUIPMENT ...................................................KIRKLAND, WAI 98034 ................................................... ARE. MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. .............. I .................................... r---------- i aI i 1 .................. .......................... I...... 6. UT7U7TES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONLY THOSE U77L171ES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND U77LITY LOCAT70NS SHOWN ARE LANDSCAPE ARCH17ECT.............VARL£Y 1 i 7 .....I ............................................12743 APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS ` r WOODINVILL£, WA. 98072 ..................................................(425) BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATONS SHOWN HEREON MAY HAVE BEEN TAKEN i _____--J - FROM PUBLIC RECORDS. D.R. STRONG CONSUL77NG ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC --, ..................................................FALL RECORDS \0 859-0515 ....I ............................................. 5. I \ 6 .................................................. 7. SECTION 3-23-5 SUBDIVISION PER REF. I F. .................................................. 4547SOUTH LUCILE STREET N i ......SEATTLE, WA 98118 .................................................(206) TITLE RESTRICTIONS: .... ............................................... CONTACT.• FAVERO GREENFOREST, M.S. 1 GREENFORESTINCOMINDSPRING. COM THIS SITE IS SUBJECT TO. 5 1. CONDITIONS NOTES EASEMENTS PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINlA7ED ON THE FACE OF �sZ i SURVEY RECORDED UNDER RECORDING NO. 8106169002. i I NOTES EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DEUNIATED ON THE FACE OF 2. CONDITIONS, Q I i I SURVEY RECORDED UNDER RECORDING NO. 20000908900007. i I I 3 RESERVATIONS AND EXCEP77ONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER I AUDITORS FILE NO. 342932 THIS IS NOT PLOTTABLE. \ 4. AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 4934627. THIS �. \ IS NOT PLOTTABLE. - 5. AN EASEMENT, INCLUDING TERMS ANp ,PROVISJONS CONTAINED 7HER/N, RECORDED UNDER RECORDING N0. 6261949. 6. TERMS AND CONDITIONS OF INGRESS, EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY RECORDED UNDER RECORDING NO. 7609140487. 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIONS, COVENANTS AND _ RESTRIC77ONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVMENT DISTRICT", RECORDED UNDER RECORDING NO. \ I 84 02 1 703 72 THIS IS NOT PLOTTABLE I 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE" i PARCEL KEY MAP SCALE 1 INCH = 300 FT full -1 HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 04258273063 F425.827.2423 1 NO. RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20060808001642. 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20060914001333. 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20140306000025. REFERENCES: _ PROJECT CONTACTS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC ............................. .....................9675 SE 3619 STREET SUITE 105 , .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. 206 58 8-1147 .................................................. - 1 NWHOLDINGSCOM CIVIL ENGINEER ..........................D.R. I ...... I/ ................................. I................ --�- 7ARCELNO. (425) 827-3063 ......................... ....................CONTACT MAHER A. JOUDI, P.E. ---(r 1--- MAHER. JlOUDIODRSTRONG. COM SURVEYOR ................................. \`\30' IN - PARCEL 8 \r U - ►{ , �- I I I EASE 'IWC. N �BO9 .................................................. , w i ....I.............................................CONTACT., STEPHEN J. SCHREI, P.L.S ............... ........ I.......................... STEVE. SCHREIQIORSTRONGCOM STRUCTURAL ENGINEERS ........... ��\,� r- 19TH AVE SE ...................................................EVERETr WA. 98208 ...................................................(425) i PARCEL KEY MAP SCALE 1 INCH = 300 FT full -1 HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 04258273063 F425.827.2423 1 NO. RECORDED UNDER RECORDING NO. 8604040747. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED HEREIN, RECORDED UNDER RECORDING NO. 20051201000097. 10. MEMORANDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20050621002061. THIS IS NOT PLOTTABLE. 11. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NO. 20060808001642. 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20060914001333. 13. EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 20140306000025. REFERENCES: _ PROJECT CONTACTS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC ............................. .....................9675 SE 3619 STREET SUITE 105 , .................................................. MERCER ISLAND, WASHINGTON 98040 .................................................. 206 58 8-1147 .................................................. CONTACT: ✓US77N LAGERS 6 OF 20 NWHOLDINGSCOM CIVIL ENGINEER ..........................D.R. STRONG CONSUL77NG-.ENGINEERS, INC. ...... ... 620 7TH'AVENUE ................................. I................ KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 ......................... ....................CONTACT MAHER A. JOUDI, P.E. .................................................. MAHER. JlOUDIODRSTRONG. COM SURVEYOR ................................. D.R. STRONG CONSUL77NG ENGINEERS, INC. .....I ............................................620 7TH AVENUE ..................................................KIRKLANID, WASHINGTON 98033 .................................................. (425) 827-3063 ....I.............................................CONTACT., STEPHEN J. SCHREI, P.L.S ............... ........ I.......................... STEVE. SCHREIQIORSTRONGCOM STRUCTURAL ENGINEERS ........... KOSNIK ENGINEERING, PC ...................................................10511 19TH AVE SE ...................................................EVERETr WA. 98208 ...................................................(425) 357-9600 ................................................... CONTACT., DAN KOSNIK, SE GE07ECHNICAL ENGINEER ........... EARTH SOLUTIONS NW, LLC ...............................................1805 - 136TH PLACE NE, SUI7E 201 ........... ........................................ BELLEVUE, WA 98005 ...................................................(425) 449-4704 .......I ........................................... CONTACT. STEPHEN H. AVRIL, STAFF GEOLOGIST 7RAFFIC CONSULTANT ................TRAFFEX, NORTHWEST TRAFFIC EXPERTS ..................................................11410 NE 1247H ST. #590 ...................................................KIRKLAND, WAI 98034 ................................................... (425) 522-4118 .............. I .................................... CONTACT.• LARRY D. HOBBS, P.E. .................. .......................... I...... LARRYONWT RAFFEX. COM LANDSCAPE ARCH17ECT.............VARL£Y VARLEY VARLEY .....I ............................................12743 NE 170TH LANE .................... .............................. WOODINVILL£, WA. 98072 ..................................................(425) 466-9430 ................................:.................CONTACT JEFF VARLEY ECOLOGIST...::.........................SEWALL WETLAND CONSUL7INGS, INC. PO BOX. 880 ..................................................FALL CITY, WA 98024 ..................................................(253) 859-0515 ....I ............................................. CONTACT: ED SEWALL, SENIOR WETLANDS ..................................................ECOLOGIST PWS x'212 .................................................. ESEWAL L *SEWAL L WC. COM ARBORIST...................................GREENFOREST, INC- NC...................................................4547 .................................................. 4547SOUTH LUCILE STREET ........................................ . ......SEATTLE, WA 98118 .................................................(206) 723-0656 .... ............................................... CONTACT.• FAVERO GREENFOREST, M.S. .................................................. GREENFORESTINCOMINDSPRING. COM 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106169002. RECORDS OF KING COUNTY, WASHINGTON. C 2. RECORD OF SURVEY, RECORDED UNDER RECORDING N0. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. C 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WINDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, WASHINGTON. I 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. L 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF PLATS, PAGES 61-65. RECORDS OF KING COUNTY, WASHINGTON. L 7. THE PLAT OF SUMMERWINO DIVISION NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, WASHINGTON. SHEET INDEX.* 1 OF 20 C16 C18 C19 C20 L1 L2 COVER SHEET 2 OF 20 EXISTING TOPOGRAPHY 3 OF 20 HORIZONTAL AND VERTICAL CONTROL PLAN 4 OF 20 T.E.SC. PLAN 5 OF 20 T.E.SC. NOTES AND DETAILS 6 OF 20 ROAD AND GRADING PLAN & DETAILS 7 OF 20 ROAD DETAILS 8 OF 20 ROAD X -SECTIONS AND RAMP GRADING DETAILS 9 OF 20 STORM DRAINAGE PLAN 10 OF 20 ROAD AND STORM DRAINAGE PROFILE 11 OF 20 ROAD AND STORM DRAINAGE PROFILE 12 OF 20 DETENTION VAULT SECTIONS & DETAILS 13 OF 20 STORM DRAINAGE DETAILS 14 OF 20 STORM DRAINAGE DETAILS 15 OF 20 SANITARY SEWER PLAN OF 20 SANITARY SEWER PROFILE 17 OF 20 SANITARY SEWER PROFILE OF 20 SANITARY SEWER DETAILS OF 20 CHANNELIZA77ON AND SIGNAGE PLAN OF 20 COMPOSITE UTILITY PLAN 1 OF 2 ILLUMINA77ON PLAN 2 OF 2 ILLUMINATION DETAILS 1 1 OF 2 LANDSCAPE PLAN 2 2 OF 2 LANDSCAPE PLAN VICINITY MAP 1 "=1500' 6 NORTH PROJECT INFORMAT7ON: TOTAL EXIS77NG S17E AREA: 177,683 S.F. (4.079 ACRES) TOTAL PROJECT AREA: 177,683 S.F. (4.079 ACRES) t 100,142 S.F. / 19,033 S.F. SITE ADDRESS. 1508 ILWACO AVENUE NE L' RENTON, WASHINGTON 2 2 PROPOSED NUMBER OF LOTS: � E�,, s f Q R4 DENSITY PROPOSEDIPERMITTED: 4.32/4.49 DU/ACRE H n STORM DRAINAGE TRACT 10,496 S.F. (0.241 ACRES) LAND IN CRITICAL AREAS: 0 S. F. LAND IN CRITICAL AREAS BUFFERS: A � 46,627 S.F. (1.070 ACRES) PR JECT SITE NE 1 SAN N E z SE 112TH ST SE 116TH ST VICINITY MAP 1 "=1500' 6 NORTH PROJECT INFORMAT7ON: TOTAL EXIS77NG S17E AREA: 177,683 S.F. (4.079 ACRES) TOTAL PROJECT AREA: 177,683 S.F. (4.079 ACRES) IMPERVIOUS AREA, PROPOSED/EXIS77NG 100,142 S.F. / 19,033 S.F. SITE ADDRESS. 1508 ILWACO AVENUE NE RENTON, WASHINGTON TAX PARCEL NUMBER. 032305-9021 PROPOSED NUMBER OF LOTS: 13 EXISTING/PROPOSED ZONING: R4 DENSITY PROPOSEDIPERMITTED: 4.32/4.49 DU/ACRE TRACT A" STORM DRAINAGE TRACT 10,496 S.F. (0.241 ACRES) LAND IN CRITICAL AREAS: 0 S. F. LAND IN CRITICAL AREAS BUFFERS: 0 SF, LAND IN PUBLICLY DEDICATED STREETS.- 46,627 S.F. (1.070 ACRES) LAND IN PRIVATE ACCESS EASEMENTS: 0 S. F. SEWER DISTRICT: CITY OF RENTON WATER DISTRICT. WATER DISTRICT 90 SCHOOL DISTRICT. ISSAQUAH 1y4II STREET PARKING NOTE NO PARKING"" SIGNS ARE TO BE PLACED ALONG EAST SIDE OF ROAD "A': 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 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. FIRE SPRINKLER NOTE' 9. KCSP NO. 778093, RECORDED UNDER RECORDING NO. 7903290830, RECORDS OF KING COUNTY, WASHINGTON. 1" WATER METER WITH 1" SERVICE LINE SHALL BE INSTALLED FOR LOTS 5 AND 6 TO ACCOMMODATE FIRE SUPPRESSION SYSTEM. 10. KCSP NO. 584163, RECORDED UNDER RECORDING NO. 8709231179, RECORDS OF KING COUNTY, WASHINGTON. 11. KCSP NO. 584164, RECORDED UNDER RECORDING NO. 8709231174, RECORDS OF KING COUNTY, WASHINGTON. HORIZONTAL DATUM: R=383501 NAD 1983/91 PER CITY OF RENTON MONUMENTS, VERTICAL DATUM. NAVO 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE.. ELEVATION = 327.71 FEET BASIS OF BEARINGS.• N17528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 �tyt YLP 07.13.15 I,W SURVEYED: SCALE: Sj VERTICAL: NAVD 1988 S AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED;,•' DRAWN: IMM Nw REVISION BY I DATE I APPR I APPROVED: MAJ ONE INCH DATUM AT PULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY t CITY OF MIL RENTON Planning/Building/Public Works Dept. Crj:R 3$3�Ix� NOTE FOR CERTIFICATION OF SURVEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL77NG ENGINEERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDSBY: DatelL�/!s BY: Date:7/���� BY: IceL�� Date: -(6` BY: Date: MAERTINS RANCH COVER SHEET PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103DRS PROJECT 14103 A� 01.20.2015 PAGE: C1 X X\ I X \ \ \ 37 \ \ - - - T - X I Y ' I RIM-8 IS(N) X BPVC-468.18(N) RIM -47723(04) I 8 PVC -465.14 23(E) I GO RIM 2 N G'P C 4 Si83a(N)) ELECT. CROON I Ix. CPP-46492(E,W) CONNECT. SSMH FOUND CONCRETE ELECT. CABINET 1._"d .82 i I MCKUMENT WITH 2-tI2" N GONG. PAD 8"PVC 48272(W) 1\ BRASS DOMED DISK WITH 8"PIC 482.81(E)) X', IN MONUMENT CASE 36 35 LLI 8 7 :2f' 1 I :2N NE 167H ST F- Z W -- _.. .... NBT49b1'W 330.84•. 0 O I "- ' -H = 'ACNo, 20 EASEMENT REG. a- 5919 1 ` �, NO 20060914'001934 i d I RIM -472.78 EMERGENCY ACCESS NO. /� 6"PVC(N,3)EASEMENT REG. N0. 10"F �OF \ 26"F r V / I 8'PVC( 20051201000097 26'F. Z E-464. F " ZS' I CTR CHANNEL �' 3{ ' *' W HOUSE i 28'F i i N 2 33 34 w ID �.T AW�, 1 10'F ` 40'F ' ,r SUMMERWIND DIV. 5Ow" JlfF ' 3 VOL 154, PC. 68-74 10'F ' I- 8P yN� , 28'F D'� 22�F7,47 �' F x' SHEO� '8• i FOUND CONCRETE I MONUMENT WITH PUNCHED J2 i� Y BRASS DISK, DOWN 0.6', IN MONUMENT CASE T OF IS 0.8'E. OF R k {r DATE 1 \ 34 30 31 -F i \X��y \ \� i HOUSE - i I t GATE ' \ M11 \ FENCE IS 1 F 167 \ 1.1 E. OF R --% 11 - :4 MH DATE RI \ RM -486.75- 0'F, \ B"PVC-454.99(N W)' ,., \ ^, g , 36"F JO"Fy CTR CHANNEL , ,.'.: 12'F .' FENCE IS „I,_ �•' 10' 10y ' 0.7'N. OFR j ' 26 � \ \ �`' N87.4 01 13(1()!' 12Y '' ;:��• I 10'' RIM -486.24 j `1 22 12'CPP-{59.10(N) 1 MAIL 12"CPP-459.08(W) ' BOXES I 24 27 / . `' . FOUND CONCRETE F yy'N4 MONUMENT WITH PUNCHED q4 2' BRASS D13K, DOWN 0.5'. 24 / / I IN MONUMENT CASE \ I w' 12 8' PARCELPARCEL NO. ,CF B I 032303-8238 \ 14'F j I 18'F 28 I I FENCE IS 10 \ O.S'W.W. OF, R 10' 8' s \ / PARCEL7 I032305-91212 4 i I \ \ / FENCE IS \ \(\ 30' INGRESS, , 0.2'E. OFR N UNEASEMENT REG. NO. 7609140487 I F \ \ \ I FENCE \ IS CO0.5'N. x 0.8'E OF PROP CORNER t \ 18'1 \ I 74'1 \ �7j \ \ \ I H0U5E A V PARCEL N0. \ I 032305-9179 \ \ I \ II I5' EASEMENT \ \ \ IEC. NO. 20140306000025 5't 7^f U UT I \ � - 462-`• IM�1--- R i LL �.\SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. MA ER TINS RANCH KCSP 884184 REC. NO. 8709231174 SSWH RIM -436.65 GUARD 8"PVC-429.76 RAIL CTR CHANNEL 'CPP -434.18(W) GB RIM -442,22 12'CPP-437.54(W) 15'CPP-437.50(E) FOUND SECTION MONUMENT AS NOTED ® Ic �i VERTICAL: NAVD 1988 JV.I NE 177H ST - I -RIM-432.18 � ✓UNC71ON BOX, SIZE VARIES FOUND CONCRETE MONUMENT CB GUY WIRE WITH PUNCHED Y BRASS DOMED 1Z'q-{29.31(SW) yy�2 CHECKED: 019(, pDWN 0.3' IN MONUMENT I 12"q -429.28(N) Z I I CASE, 21 SCALE ACCORDINGLY I I ROCKERY C.O.R. FOUND CONCRETE MD T WXD 21 RIM -442.233 HBF 55 I PUNCHED RASDOME') ECASE. 14.39(W) 12'DI-439.85(W) GB Q N EVERGREEN TREE DOWN 0.2' INBMONUMENT U369E) 12'01 -30.89(NE . 614..23 434. 756(NSWW5 OR --' a W 2"DI-434. I UNDERGROUND GAS T GROU CB RIM-449.00 12"q-434.60(NE))) 'Al "' &I "' EDGE OF PAVEMENT I-- 22E 153.79(E) 8"PVC_445.00(N) ) STONE RIDGE 12"CPP-M4.70(W) CONCRETE VOL. 230. PG. 81-65 ]82 12'CPP_444.85(E)I 450.47( 2 SSMH 450.42(E) RIM -443.27 KCSP 884184 REC. NO. 8709231174 SSWH RIM -436.65 GUARD 8"PVC-429.76 RAIL CTR CHANNEL 'CPP -434.18(W) GB RIM -442,22 12'CPP-437.54(W) 15'CPP-437.50(E) KCSP 778093 RED. N0. 7903290830 DEED N0, DEED NO. qt 7207120396 j` 6468344 i T PARCEL NO. I PARCEL NO. 032305-9167 ' I 032305-9207 I 5' WATER MAIN EASEMENT 6281949 1 Myr YLP 07.13.15 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.8272423 BY I DATE I APPR HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. -2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE, ELEVA77ON = 327.71 FEET. BASIS OF BEARINGS: N125287£ BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 S-BUILTc FOUND SECTION MONUMENT AS NOTED ® Ic �i VERTICAL: NAVD 1988 JV.I AS NOTED I DESIGNED,:.•, POWER POLE � ✓UNC71ON BOX, SIZE VARIES # DRAWN: GUY WIRE w 1F I CHECKED: [GARAGE I mm - FENCE IS ON R I I STORM DRAIN MANHOLE SCALE ACCORDINGLY s I ROCKERY C.O.R. •F I VERTICAL BOARD FENCE HBF HORIZONTAL BOARD FENCE ODECIDUOUS TREE KCSP 584163 EVERGREEN TREE = RED. NO. 8709231179 I I STORM LINE OR 2 I I I UNDERGROUND POWER W 2)14'F I UNDERGROUND GAS T UNDERGROUND TELEPHONE c UNDERGROUND CABLE 'Al "' &I "' EDGE OF PAVEMENT I I I -x x- -FENCE 18 X 1.4W. CORN OF PROP CORNER I GRAVEL KCSP 778093 RED. N0. 7903290830 DEED N0, DEED NO. qt 7207120396 j` 6468344 i T PARCEL NO. I PARCEL NO. 032305-9167 ' I 032305-9207 I 5' WATER MAIN EASEMENT 6281949 1 Myr YLP 07.13.15 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.8272423 BY I DATE I APPR HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. -2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE, ELEVA77ON = 327.71 FEET. BASIS OF BEARINGS: N125287£ BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 S-BUILTc FOUND SECTION MONUMENT AS NOTED ® Ic VERTICAL: NAVD 1988 JV.I AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED,:.•, POWER POLE 11111) ✓UNC71ON BOX, SIZE VARIES # DRAWN: GUY WIRE w ONE INCH DATUM CHECKED: AT FU� LL SCALE FIRE HYDRANT mm IF NOT ONE INCH ® STORM DRAIN MANHOLE SCALE ACCORDINGLY SANITARY MANHOLE APPROVED: ROCKERY C.O.R. uu VBF VERTICAL BOARD FENCE LEGEND: NORTH GRAPHIC SCALE 0 30 6� 0 WMMOMMMM1 INCH = 60 FT. DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. R-383502 NOTE FOR CERTIFICATION OF SURVEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL77NG ENGINEERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Dater BY: Date: BY: Date: BY: Date: MAERTINS RANCH 1 01.20.2015 EXISTING TOPOGRAPHY PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103JAI-11 PAGE: C2 FOUND SECTION MONUMENT AS NOTED ® FOUND MONUMENT AS NOTED -r ROAD SIGNAGE ® MAIL BOX ® POWER METER POWER POLE ❑ ✓UNC71ON BOX, SIZE VARIES # LIGHT POLE NO ARM GUY WIRE ® WATER METER w WATER VALVE R FIRE HYDRANT ® TYPE 1 CATCH BASIN ® STORM DRAIN MANHOLE ® SANITARY MANHOLE CCD ROCKERY C.O.R. CITY OF RENTON VBF VERTICAL BOARD FENCE HBF HORIZONTAL BOARD FENCE ODECIDUOUS TREE EVERGREEN TREE = SANITARY SEWER LINE STORM LINE OR OVERHEAD POWER P UNDERGROUND POWER W UNDERGROUND WATER UNDERGROUND GAS T UNDERGROUND TELEPHONE c UNDERGROUND CABLE 'Al "' &I "' EDGE OF PAVEMENT -x x- FENCE GRAVEL CONCRETE z NORTH GRAPHIC SCALE 0 30 6� 0 WMMOMMMM1 INCH = 60 FT. DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. R-383502 NOTE FOR CERTIFICATION OF SURVEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL77NG ENGINEERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Dater BY: Date: BY: Date: BY: Date: MAERTINS RANCH 1 01.20.2015 EXISTING TOPOGRAPHY PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103JAI-11 PAGE: C2 x X I X X L5 I NE 16TH ST X N X - 20 XI N EMERGENCY ACCESS - EASEMENT RNo. 2005120100EG.0097 I - ( . . 7,-,- I 2S' . w = I Q I I 25' REAR YARD_ C) z I SETBACK (TYP.) SrSl w Q a Q z I C \ Z I m 2 I M n/ � n W �f C L \ a ' z z tis\ I ACCESS EASEMIENT REC. in NO. 20060914001333 N O 21 487'49' 1"W 330.64' a 2: .. 6 ,90.34' 2 C STREET SETBA Do I 1 (TYP.L=34.60' , I 9,848 S.F. R=2:00' 2s - I I 30' FRONT YARD I SETBACK TYP. I SETBACK (TYR)I I Ig \ \ I I 1 �6.50-L-7 � \ N8T49'01 W130.01' \ \ I 1-13 UNIT (TYPE IV)- N.D.C.B.U. MAILBOX N.D.G.B.V. LOCA77ON \ I SEE DETAIL SHEET C7 \ \ I 31.50\ . \ n I v \ 30' INGRESS, EGRESS, ^+ CJS UTILITY EASEMENT RSC. N0. 7609140487 \ I SN 'o 71 • oZ I - \ N \ I \ I i \ \ 15' EASEMENT REC. NO. 20140306000025 IL�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) g A. JO a wasg7ticdl cb s . '` 10= -=DING; 4--% CURB IRAMP. SEE DETAIL ON S EET C7 (TIP.) 10' SLOPE & TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20060808001642 _DEDICATION L 139.60' R�25.00' I 13 9,150 S.F. I _I L--rrsOD`J I I I II 8,050 S.F. T26.5d' LL--nF-�J ----- I I I I i 11 I 8,115 S.F. I i 14 � I 10 I r-�q I 1 10, 769 S.F. SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M. MAER7v RANCH j 2 1 EASEMENT SE 1/4 M I 8,050 S.F. . 6.50' Ir, -- L-_--10. 9 g i J I 10, 073 S.F. 5 L = 39.60' 49.88' R DRAWN: wx 'rn I � I 14+74.75, I 8 14+04.75, L--- 9 3 I �� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i 8,075 S.F. I 8 I I APPR I I--- I J 13 10+91.39, F------ I 9,982 S.F. I II o I I � F-----------, 14780 j 4 C13 i 7 25.00 76'47'13" C14 2290 138.00 9,982 S.F. C15 10,985 S.F. 112.00 I \ \ I I 1 �6.50-L-7 � \ N8T49'01 W130.01' \ \ I 1-13 UNIT (TYPE IV)- N.D.C.B.U. MAILBOX N.D.G.B.V. LOCA77ON \ I SEE DETAIL SHEET C7 \ \ I 31.50\ . \ n I v \ 30' INGRESS, EGRESS, ^+ CJS UTILITY EASEMENT RSC. N0. 7609140487 \ I SN 'o 71 • oZ I - \ N \ I \ I i \ \ 15' EASEMENT REC. NO. 20140306000025 IL�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) g A. JO a wasg7ticdl cb s . '` 10= -=DING; 4--% CURB IRAMP. SEE DETAIL ON S EET C7 (TIP.) 10' SLOPE & TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20060808001642 _DEDICATION L 139.60' R�25.00' I 13 9,150 S.F. I _I L--rrsOD`J I I I II 8,050 S.F. T26.5d' LL--nF-�J ----- I I I I i 11 I 8,115 S.F. I i 14 � I 10 I r-�q I 1 10, 769 S.F. SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M. MAER7v RANCH N N TRACT FA IT STORM DRAINAGE 10,496 S.F. R 10 10' U77LITY LO - CORNER EASEMENT SE 1/4 M X4798'- - N N TRACT FA IT STORM DRAINAGE 10,496 S.F. R 10 719 eg�'' I r '4 DEED NO. I/ I�-7207120398 5 WATER MAIN' ASEMENT RSC. NO. � 6261949 I� ice, I 1 DEED NO. 6468344 ADA COMPLIANT SIDEWALK 71£DOWN RAMP; SEE DETAIL SHEET C7 L- f--6.00' TEMPORARY CONS7RUC710N EASEMENT C.O.R. PT #2097 FOUND STONE MONUMENT HATH FAINT X, DOWN 1.7', IN MONUMENT CASE E. QTR. CORNER --- SEC. 3-23-5 FOUND STONE MONUMENT _ WITH FAINT X N. LINE SE. 1/4 SEC. 3-23-5 N. LINE SE. _ SEC. 10' U77LITY 487'49'01"W991.91' NE. - CORNER EASEMENT SE 1/4 26.51E--- X4798'- - J CR -2 - - - - - - - - -- ali 9 g DESIGNED: AJ o 10, 073 S.F. 5 L = 39.60' 49.88' R DRAWN: wx 'rn I 65.96' L 7 14+74.75, 1300' L 8 14+04.75, L--- 9 13+73.75, 13.00' L I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i REVISION I 8 I I APPR APPROV1w 13.00' L 13 10+91.39, 13.00' L 9,982 S.F. 23+54.83, II TARONING IS ALONG FLOWLINE OF CURB I I---- 14260'---i I 76'47'13" F-----------, 14780 T26.5q' i 15334'27" C13 i 7 25.00 76'47'13" C14 2290 138.00 9,982 S.F. C15 18.59 112.00 I C16 ���-N2.&O�hH.S) 25.00 904547" Cil 10.07 \ I 116 11, 731 IS. F. GROSS 8188 S.F. NET 4311 S. F. GROSS 8,594 S.F. NET I 719 eg�'' I r '4 DEED NO. I/ I�-7207120398 5 WATER MAIN' ASEMENT RSC. NO. � 6261949 I� ice, I 1 DEED NO. 6468344 ADA COMPLIANT SIDEWALK 71£DOWN RAMP; SEE DETAIL SHEET C7 L- f--6.00' TEMPORARY CONS7RUC710N EASEMENT C.O.R. PT #2097 FOUND STONE MONUMENT HATH FAINT X, DOWN 1.7', IN MONUMENT CASE E. QTR. CORNER --- SEC. 3-23-5 FOUND STONE MONUMENT _ WITH FAINT X N. LINE SE. 1/4 SEC. 3-23-5 N. LINE SE. _ SEC. 1/4, SE 1/4 3-23-5 487'49'01"W991.91' NE. - CORNER SE. 1/4, SE 1/4 SEC. 3-23-5 C.O.R. PT #1845 FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7', IN MONUMENT CASE z 0 CA N w m N in z w N� 0 C1 Z 2 14 Xl Ln N �0 I I I i HORIZONTAL DATUM. NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DATUM: i NAVO 88, PER CITY OF RENTON VERTICAL CONTROL. j BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVA77ON = 467.76 FEET. ---{ -- 2. CITY OF RENTON CONTROL POINT NO. 2097 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN I I MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N17528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 I I I I I NORTH i GRAPHIC SCALE i 0 25 5`-1010 1 INCH = 50 FT. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7THAVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 MYLAR IL!" 07.13.15 11&1 SVRVEYEDc1: W.S SCA-E: AS NOTED VERTICAL: NAVA I908 HORIZONTAL: HAD 1983/1991 �•T, 14♦�I V� CR -2 A = 23426" 3 L = 10.07' 13.00' R DESIGNED: AJ CR -3 d = 9045'47" 5 L = 39.60' 49.88' R DRAWN: wx 'rn ONE INCH 65.96' L 7 14+74.75, 1300' L 8 14+04.75, 1300' L 9 13+73.75, 13.00' L CHECKED:'1., 111/V AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO REVISION BY DATE APPR APPROV1w URB RETURN TABLE TABLE R = 25.00' CR -1 d = 11278'39" 1 L = 49.00' 13.00' R R = 25.00' CR -2 A = 23426" 3 L = 10.07' 13.00' R R - 25.00' CR -3 d = 9045'47" 5 L = 39.60' DRI VEWA Y TABLE RAMP NO. RAMP LOT NO. DRIVEWAY (E STA. 1 10+95.15, 13.00' R 2 11+26.15, 13.00' R 3 12+32.59, 13.00' R 4 12+61.91, 13.00' R 5 16+16,26, 49.88' R 6 15+90.58, 65.96' L 7 14+74.75, 1300' L 8 14+04.75, 1300' L 9 13+73.75, 13.00' L 10 12+67.79, 1300' L 11 12+36.06, 12.99' L 12 11+22.39, 13.00' L 13 10+91.39, 13.00' L ACT A" (MAINTANENCE) 23+54.83, 11.50' R TARONING IS ALONG FLOWLINE OF CURB ADA RAMP TABLE RAMP NO. RAMP STA. 1 23+73.81, 11.50' R 2 10+19.21, 15.52' L 3 10+19.21, 20.44' R O RAMP NO. STA770NING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET C7 MONUMENT STATIONING SCHEDULE (] 21+91.51, 0.72' L (NE 167H ST.) = 9+99.28 (ROAD A) ZI 12+22.22 (ROAD A) 30 12+42.96 (ROAD A) ® 13+4323 (ROAD A) SQ /3+6398 (ROAD A) STREET SIGN PER CITY OF REN TON SIU. PLAN GUN Stt DYlttI ci rvn UP IAIL at It O"CCI UI FOR LOCATION DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. UNE TABLE STANDARDS UNE LENGTH I BEARING Ll 380.64 N8749'03"W L2 222.94 N0125'12"E L3 100.26 N08'0521 "W L4 497.60 N0125'12"E L5 3.73 N88 40'40"W L6 5.25 4713236 f L7 85.04 N8749'01 "W L8 166.57 N0125'12"E L9 100.26 N0805 21 "W LID 180.91 N0125'12"E 01 24.01 N0125'120E L12 1.93 N0125'12"E L13 148.81 N0125'12"E L14_ 100.26 40805'21 "W L15 185.21N0125'12"E 76'47'13" L16 14780 N97.49 '01"W DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. R-383503 IN COMPLIANCE WITH CITY OF RENTON CURIE TABLE STANDARDS CURIE LENGTH I RADIUS DELTA C1 20.75 125.00 930:34" C2 20.75 125.00 93034" C3 6.90 20.00 19 46'45" C4 9.01 25.00 2038'24" C5 49.00 25.00 1127839" 66 22.90 138.00 930'34" C7 18.59 112.00 -95034" C8 1353 25.00 31000" C9 48.70 45.00 62-00-20- 200'20"C10 C10 I 1353 25.00 3100'10" C11 3350 25.00 76'47'13" C12 120.62 45.00 15334'27" C13 33.50 25.00 76'47'13" C14 2290 138.00 930'34" C15 18.59 112.00 93034" C16 39.60 25.00 904547" Cil 10.07 25.00 23'426" R-383503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: MAERTINS RANCH HORIZONTAL AND VERTICAL CONTROL PLAN PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAT71 01.20.2015 FIELDBOOK: PAGE: C3 FOUND ceN1�RFlE - j M110 kjrH:NT Wfl 1-412" 1 I3''iR.^5 hptdFp i)15F; µAT}I K', IN hit3NU ALN T CA xE I _~ r n_ f SSrdli - RIM -1 T2.79 S Fvt`(11,5} I£-A6M1 5M1 1 CTR CNAt4NEL 14 C,S?^rP.", r'AQ STAGING W z H 0 of ry -- �: i �. Z ' yf r s)u aQ f ONCRE HE 0.4(,4UWN1 OITH PUNikK:Q [41.1Sa DIRK, Qo15T4 rm;'. IN e•i(JN11MFTO CASE Ld �t l t 14 C,S?^rP.", r'AQ STAGING HOL ,- FENCE 15 e_R'E or P SE 114 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W. Ail. � MA TINS RANCH i REM VET LIE {{ i i2`r nigt 4.4a""t I g ,it l \ • ! SOUTHF CUT MT _ w CONSTRUCTION NOTES: LEGEND: ` `.i 3 .. m ^. j�.` rl��'�-VT F�T� rsx'�TM +xwrrm•�p,::: J- �r.....Y� ... t � k`ry� �° rY e % ss 9 • _ _`; e "" )=` ; -- -,m/ r . -�,:' - - ` t 1, 3 4,, " * 1. ALL EX/STING ONSITE IMPROVEMENTS SHALL BE DEMOLISHED AND REMOVED. THIS INCLUDES ALL ONSITE E DECOMMISSIONED FOUND SECTION MONUMENT AS NOTED ::. X24" `T FENCES. PER DEPARTMENT OF HEALTH�EXISTING ONS17E SEPC REQUIREMEN� B FOUND MONUMENT AS N07ED Cts 9.01 2 ACL EXISTING VEGETA170N AND TREES TO BE REMOVED DUE TO MASS GRADING OF 7H£ SITE UNLESS COORDINATE REMOVAL AND RELOCATION OF OVERHEAD POWER g el F`• t °� " � t �r X ! LINES AND POLES W PUGET SOUND ENERGY OTHERWISE SHOWN. ROAD SIGNAGE C h.1 H Of `I f F,1r> Ffli -_ ` / 6 c BOTTOM AND WALLS ARE 7RIYCTED CONSTRUCTION UNTIL VAULT MAIL BOX + cvn Alk ` 7�- N TO BE USED DURING 1 q' NO 1 L. �O D USED ® POWER METER a O BAKER TAW ` �o CONTRACTOR TO COLLECT CONSTRUCTION 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED ED FOR SEDIMENT STORAGE AS M CONS r, �� t }T,I STORM RUNOFF IN A SUMP IN ORDER NECESSARY BY COR INSPECTOR. O VAULT TO BE PLUGGED AN I I, SOON AS CONSTRUCTED + POWER POLE "TO BE PUMPED INTO THE BAKER TANK ` �3 „ a.` EXISTING 12` SD TO BE REMOVED o JUNCTION BOX, SIZE VARIES a c 3-10K GAL. BAKER O -� "rTANKS OR APPROVED CONSTRUCTION SEQUENCE. • 6 RELOCATE EXISTING SIGNS /N THE PLANTER STRIP a T. O �t.�EQUAL 1. PRE -CONSTRUCTION MEETING TO BE SCHEDULED WITH THE CITY OF RENTON PRIOR TO ANY CONSTRUCTION• >k LIGHT POLE NO ARM _ } ..F.- `FSEE NOTE THIS SHEET 2. POST SIGN WITH NAME AND PHONE NUMBER OF CESCL (MAY BE CONSOLIDATED Wl7N THE REQUIRED NOTICE OF CONSTRUCTION SIGN). O7 RELOCATE EXISTING FIRE HYDRANT . , p GUY WIRE zC' • u F °- J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION 8O REMOVE EXlS7)NG BRICK COLUMN ® WATER METER c ' o t 490 �`• ,; �`. N T Y - 4. INSTALL CATCH BASIN PROIEC77ON IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). O9 REMOVE EXISTING WALL NORTH FROM BACK OF SIDEWALK oa WATER VALVE 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). EXISTING WATER SERVICE TO BE ABANDONED 1 R FIRE HYDRANT f0 • + , d I ;Y,' , 7. CONSTRUCT SEDIMENT POND. p5 2 4j2 (I 7 r •. % 48" DIA. SUMP PUMP ® TYPE 1 CATCH BASIN I , SY57EMW77H 2' DEEP 8. GRADE AND STABILIZE CONSTRUCTION ROADS. ,SOIL AMENDME'NT'S: -- i �` SEDIMENT BASIN y . ` 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PERMANENT LANDSCAPE AREA IN INDIVIDUAL LOTS AS WELL AS AREA WITHIN ® STORM DRAIN MANHOLE _ r• i , w 1 DEPTH SUMP BOTTOM PROJECT DEVELOPMENT. ,,TEL. 456.00 TRACT A" WILL UTILIZE SOIL AMENDMENTS TO IMPROVE THE OVERALL SOIL SANITARY MANHOLE TYPE & SIZE OF PUMP )0. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W17H APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS QUALITY. .:, •, 7BO AT CONSTRUCTION RECOMMENDATIONS. Q ROCKERY FUEL/NG NOTE. 59 LF 12'0,;`5=2. 0 t ` : °' -- ,•Fs "` - -- III RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES IM THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT ALL .TRUCK AND EQUIPMENT FUELING SHALL BE DONE IN THE CONSTRUCTION COVER PROVIDEMIN. 2'10 ;A a N , , ps- - CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. C.O.R. CITY OF RENTON 3 6.Od TEMPORARY STAGING AREA VIA FUEL ]RUCK. NO ONSITE FUEL STORAGE SHALL TAKE PLACE. 111 + w CONSTRUC77ON 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET VBF VERTICAL BOARD FENCE DC `` EASEMENT SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. EQUIPMENT MAIN7FNANCE NOTE: !' 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS ALL TRUCK AND EQUIPMENT MAINTENANCE SHALL BE DONE IN THE CONSTRUCTION F HORIZONTAL BOARD FENCE * r' 114. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. STAGING AREA. DRIP PANS AND PLASTIC SHEE77NG BENEATH VEHICLES SHALL BE i - - . DECIDUOUS TREE Mu - --- -'--rte - _.':.G. ,_ ,,\_ ,_, '" r 15. UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE USED. ALL WASTE E VEHICLE TO B£ PROPERLY DISPOSED OF OFFSITE NO ONSITE rr �, , ,� STORAGE OF WASTE VEHICLE FWLDS SHALL TAKE PLACE CONTRACTOR TO POST Ps t �t i fi M o F tr r SIGNS INDICATING THAT NO VEHICLE WASHING iS TO TAKE PLACE IN MAINTENANCE EROSION CON7ROL NOTES & SPECIFICATIONS.• AREA. EVERGREEN TREE i b IIA SUMP r UMP SYSTEM ..+` � 1 T AND ' 1. 1HESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, s r DC 1 A WITH 2' DEEP SEDIMENT BASIN TRANSPORTATION PLANS: CONCRETE SLURRY AND WASH WA TER NOTE SANITARY SEWER LINE .9�tc` %Q DEPTH SUMP BOTTOM ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE IN THE EL. 456 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEE77NG MUST BE HELD KITH THE CED DEPARTMENTSTAGINGCONCRETE WASTES TO BE CONTAINED AND PROPER - _ - - _ - STORM LINE t TYPE & SIZE OF PUMP TBD -� E 1 WITH THE CITY OF RENTON. DISPOSAL CONSTRUCME7HODSFOLLOWED. yrp AT CONS TRUCRON °P OVERHEAD POWER r nur_g5ase{r4,tu �s} + �3;; ., J. THE BOUNDARIES OF THE CLEARING L:'.1/TS AND AREAS OF VEGETATION PRESERVAT70N A5 PRESCRIBED ON THE PLAN(5) SHALL B£ CLEARLY •.7R 04ANNEL +ti ,Y...?m 1,.. i-- IL^ICu +sr + 'I }'j'' FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCT70N IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER TREE PROTECl7ON NOTE• a UNDERGROUND POWER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS ARBORIST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLATION. ,' , , 1 x S._r, vrl E' SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIIESC SUPERVISOR FOR THE DURATION OF CONSIRUC7/ON. w UNDERGROUND WATER t� ; I ' yr T t, .r "er/ n R ' ac )C y ,' f„ PROTEC77VE FENCE whirl, , TO 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF c UNDERGROUND GAS RIM -496,74 ti, , . , tt;,e a 9 ' ), • RETAINED (TYP.) THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL EROSION CONTROL SEED MIXTURE. - 'Ili" 4"' .-- harm r PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURA77ON OF THE PROJECT %WEIGHT UNDERGROUND TELEPHONE +� € r,, •, � i CHEWiNGS OR RED FESCUE 40 5. ALL REQUIRED SEDIMENTA170NIIEROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR ANNUAL OR PERENNIAL RYE 40 c UNDERGROUND CABLE /x, t ;`. CONSMUC77ON TO PREVENT TRANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION REDTOP OR COLONIAL BENTGRASS 10 AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UN17L SUCH TIME THAT CLEARING AND/OR CONSiRUC710N IS WHITE DUTCH CLOVER & EDGE OF PAVEMENT ro)aIUQr' r { - COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTA7TON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO r.113PlUrAEr T rig i4i P+1Ns,4iE{3 q , CE 2" HRASS PIS., r QVIN (3-5, ?) r ( ' , • ,� ° p, ,' EROSION/SEDIMENTA77ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE -X X- FEN % IN A1t)N4lWNT Cr1$ �. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET / ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMIIEE SHALL J ' AN77CIPATE THAT MORE EROSION AND SEDIMEN TA 77ON CONTROL FACILI7iES WILL BE NECESSARY TO ENSURE COMPLETE SIL TA 770N CONTROL ON TEMPORARY EROSION CONTROL LEGEND: A,-tpF. ti F J 1` 99 *ryy' mJ; THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS t ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM ; REQUIREMENTS, AS MAY BE NEEDED OR AS DIRECTED BY THE COR INSPECTOR. TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF THE CONSTRUCTION LIMITS TO BE FLAGGED OR FENCED f w: i, oxe RECEIVING DRAINAGE SYSiEM. 1TENrE rc 14 0<5 f` f 1d, LIF C i Mu 7 APPROVAL OF THIS PLAN /S FOR EROSION/SEDIMENTATION CONTROL ONLY. /T DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE X SILT FENCE ` DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES- it4 n e % t' 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON I ° (OCTOBER IST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED CON57RUC77ON ENTRANCE 1 �1 h i oc w' STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G, SEEDING, MULCHING, PLASTIC COVERING, ETC.). . - 9. T SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION S17ES CLEARING BETWEEN OCTOBER 1 WE 5 MULCHINGMATTING, I " 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS& COMPOST BLANKETS - � MU i 1 I n ;; u \ ! J H,F I 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE W17N APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. �� t � �r ,_ � + r ; �_8_PERMANENT SEEDING AND PLANTING i { IWI (� ini 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACIL177ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS DC DUST CONTROL t Y ! 1l STOCKPILE AREA FOLLOWING AN EQUAL OR GREATER THAN 1�4" OF RAIN STORM EVENT. 'L� `4� COVL}R-STOCKPILEI _ SS STREET SWEEPING &VACUUMING :+ �I ;'- "� lM7H�Nr 24 HOURS 13. AT NO 77ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND 'i `•, `� _ -I-m T r' t `� `1 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE - Z SAWCUTTING A SURFACING POLLU77ON PRE 77ON - a a, � �I DOWNSTREAM SYSTEM. SC AND VEN { \ f, EEracF I, n S'rh x ti _• �° ` ,Fu 5 c� a< <' } , 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS, THAT ARE TO BE LEFT NE NET OR BLANKET EROSION CONTROL •` L E.iE. Or Pgrn r(;@TicR ~ ©f '' UN -WORKED FOR MORE THAN 12 HOU HALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. R5, S H 15. ANY PERMANENT RETENTIONIOETEN77ON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION INLET PROTECTION G k , 'J,C ` 4 a`r e r CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY A5 AN 1 i I ! h THE FINAL GRADE OF THE PERMANENT FACILITY. UST BE ROUGH GRADED 50 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE-...y_...�-...-� CHECK DAM EVERY 50 (SEE DETAIL SHEET ) � INFILTRATION SYSTEM, THE TEMPORARY FACILITY M INTERCEPTOR SWALE W17H ROCK aril 5 4i , < 1 SE C5 ', tit• Q '`v{� I a c 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH ONES CAN BE F SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET RIPRAP PAD E HIT .r +r-ehT SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL 8E SUBMITTED TO THE CITY OF TREE PRO TE FOR REVIEW. 0 0 TECTION FENCE (TREE TO BE RETAINED j xTREE TO BE REMOVED I I i EROSION CONTROL SUPERWSOR (CESCL): 6E tJ 1412=. EARTH SOLUTIONS NW, LLC (425) 284-3300 i o tt Y iIi,3 x ?A6 3&A ------------- 2" PUMP DISCHARGE LiNE R=383504 SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): `SIL THE POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION IN COMPLIANCE WITH CITY OF RENTON gym; `ill D.4.5.2 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING DRAWINGS NOT APPROVED STAND RDS KCRTS (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. FOR CONSTRUCTION UNLESS BY. Date:? I- / '"•....,. �.. ray 1�� IH r I (CATCHMENT AREA: 4.01 .... STAMPED OR SIGNED APPROVED BY: Dater h at tt T 2 -YEAR PEAK FLOW RATE ..................1.10 CFS N � R -F ( %- - �,a REQUIRED SURFACE AREA.....................2,288 S.F. PROVIDED SURFACE AREA.....................2,340 S.F. GRAPHIC SCALE BY THE REVIEWING AGENCY BY: Date: NOTE 3-10,000 GALLON BAKER TANKS TO BE U77LIZED IN PLACE OF SEDIMENT POND. BAKER TANKS 0 25 50 100 gY? Date: . _ .,v _ HOLDINGS LLCPly TO BE U77LIZED AS NECESSARY UN77L SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. tltl�j% I BAKER TANKS TO BE REMOVED AND VAULT TO BE U77LIZED FOR SEDIMENTATION AT THAT TIME. 1 INCH = 50 FT. ,a, LAR w 07.13.15 M&j SUR -10: 'c SCALE: VERTICAL: NAVD 1988 M AE R TI N S RANCH DATE: AS NOTED HORIZONTAL: NAD 1983/1991 A�L CITY OF °120 201 DESIGNED: 'y EIELDBOOK: D.R. STRONG A AJ RENTON CONSULTING ENGINEERS PAGE, DRAW T.E.S.C. PLAN MAI( DRAwmc No: ENGINEERS PLANNERS SURVEYORS CHECKED: ONE INCH _ ' ,,M•1 AT EU�ALE I Planning/Building/Public Works Dept. C4 �If NOT ONE INCH SCALE ACCORDINGLY PERMITS: U15-001308, B15-000196 SHEET: OF: 620 -7TH AVENUE, KIRKLAND, WA 98033 MAJ NO. REVISION BY DATE APPR APPROVEDD: - 20 0 425.827.3063 F425.8272423 4 DRS PROJECTNO. 14103 A- N N N N A P i i HOL ,- FENCE 15 e_R'E or P SE 114 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W. Ail. � MA TINS RANCH i REM VET LIE {{ i i2`r nigt 4.4a""t I g ,it l \ • ! SOUTHF CUT MT _ w CONSTRUCTION NOTES: LEGEND: ` `.i 3 .. m ^. j�.` rl��'�-VT F�T� rsx'�TM +xwrrm•�p,::: J- �r.....Y� ... t � k`ry� �° rY e % ss 9 • _ _`; e "" )=` ; -- -,m/ r . -�,:' - - ` t 1, 3 4,, " * 1. ALL EX/STING ONSITE IMPROVEMENTS SHALL BE DEMOLISHED AND REMOVED. THIS INCLUDES ALL ONSITE E DECOMMISSIONED FOUND SECTION MONUMENT AS NOTED ::. X24" `T FENCES. PER DEPARTMENT OF HEALTH�EXISTING ONS17E SEPC REQUIREMEN� B FOUND MONUMENT AS N07ED Cts 9.01 2 ACL EXISTING VEGETA170N AND TREES TO BE REMOVED DUE TO MASS GRADING OF 7H£ SITE UNLESS COORDINATE REMOVAL AND RELOCATION OF OVERHEAD POWER g el F`• t °� " � t �r X ! LINES AND POLES W PUGET SOUND ENERGY OTHERWISE SHOWN. ROAD SIGNAGE C h.1 H Of `I f F,1r> Ffli -_ ` / 6 c BOTTOM AND WALLS ARE 7RIYCTED CONSTRUCTION UNTIL VAULT MAIL BOX + cvn Alk ` 7�- N TO BE USED DURING 1 q' NO 1 L. �O D USED ® POWER METER a O BAKER TAW ` �o CONTRACTOR TO COLLECT CONSTRUCTION 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED ED FOR SEDIMENT STORAGE AS M CONS r, �� t }T,I STORM RUNOFF IN A SUMP IN ORDER NECESSARY BY COR INSPECTOR. O VAULT TO BE PLUGGED AN I I, SOON AS CONSTRUCTED + POWER POLE "TO BE PUMPED INTO THE BAKER TANK ` �3 „ a.` EXISTING 12` SD TO BE REMOVED o JUNCTION BOX, SIZE VARIES a c 3-10K GAL. BAKER O -� "rTANKS OR APPROVED CONSTRUCTION SEQUENCE. • 6 RELOCATE EXISTING SIGNS /N THE PLANTER STRIP a T. O �t.�EQUAL 1. PRE -CONSTRUCTION MEETING TO BE SCHEDULED WITH THE CITY OF RENTON PRIOR TO ANY CONSTRUCTION• >k LIGHT POLE NO ARM _ } ..F.- `FSEE NOTE THIS SHEET 2. POST SIGN WITH NAME AND PHONE NUMBER OF CESCL (MAY BE CONSOLIDATED Wl7N THE REQUIRED NOTICE OF CONSTRUCTION SIGN). O7 RELOCATE EXISTING FIRE HYDRANT . , p GUY WIRE zC' • u F °- J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION 8O REMOVE EXlS7)NG BRICK COLUMN ® WATER METER c ' o t 490 �`• ,; �`. N T Y - 4. INSTALL CATCH BASIN PROIEC77ON IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). O9 REMOVE EXISTING WALL NORTH FROM BACK OF SIDEWALK oa WATER VALVE 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). EXISTING WATER SERVICE TO BE ABANDONED 1 R FIRE HYDRANT f0 • + , d I ;Y,' , 7. CONSTRUCT SEDIMENT POND. p5 2 4j2 (I 7 r •. % 48" DIA. SUMP PUMP ® TYPE 1 CATCH BASIN I , SY57EMW77H 2' DEEP 8. GRADE AND STABILIZE CONSTRUCTION ROADS. ,SOIL AMENDME'NT'S: -- i �` SEDIMENT BASIN y . ` 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PERMANENT LANDSCAPE AREA IN INDIVIDUAL LOTS AS WELL AS AREA WITHIN ® STORM DRAIN MANHOLE _ r• i , w 1 DEPTH SUMP BOTTOM PROJECT DEVELOPMENT. ,,TEL. 456.00 TRACT A" WILL UTILIZE SOIL AMENDMENTS TO IMPROVE THE OVERALL SOIL SANITARY MANHOLE TYPE & SIZE OF PUMP )0. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W17H APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS QUALITY. .:, •, 7BO AT CONSTRUCTION RECOMMENDATIONS. Q ROCKERY FUEL/NG NOTE. 59 LF 12'0,;`5=2. 0 t ` : °' -- ,•Fs "` - -- III RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES IM THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT ALL .TRUCK AND EQUIPMENT FUELING SHALL BE DONE IN THE CONSTRUCTION COVER PROVIDEMIN. 2'10 ;A a N , , ps- - CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. C.O.R. CITY OF RENTON 3 6.Od TEMPORARY STAGING AREA VIA FUEL ]RUCK. NO ONSITE FUEL STORAGE SHALL TAKE PLACE. 111 + w CONSTRUC77ON 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET VBF VERTICAL BOARD FENCE DC `` EASEMENT SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. EQUIPMENT MAIN7FNANCE NOTE: !' 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS ALL TRUCK AND EQUIPMENT MAINTENANCE SHALL BE DONE IN THE CONSTRUCTION F HORIZONTAL BOARD FENCE * r' 114. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. STAGING AREA. DRIP PANS AND PLASTIC SHEE77NG BENEATH VEHICLES SHALL BE i - - . DECIDUOUS TREE Mu - --- -'--rte - _.':.G. ,_ ,,\_ ,_, '" r 15. UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE USED. ALL WASTE E VEHICLE TO B£ PROPERLY DISPOSED OF OFFSITE NO ONSITE rr �, , ,� STORAGE OF WASTE VEHICLE FWLDS SHALL TAKE PLACE CONTRACTOR TO POST Ps t �t i fi M o F tr r SIGNS INDICATING THAT NO VEHICLE WASHING iS TO TAKE PLACE IN MAINTENANCE EROSION CON7ROL NOTES & SPECIFICATIONS.• AREA. EVERGREEN TREE i b IIA SUMP r UMP SYSTEM ..+` � 1 T AND ' 1. 1HESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, s r DC 1 A WITH 2' DEEP SEDIMENT BASIN TRANSPORTATION PLANS: CONCRETE SLURRY AND WASH WA TER NOTE SANITARY SEWER LINE .9�tc` %Q DEPTH SUMP BOTTOM ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE IN THE EL. 456 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEE77NG MUST BE HELD KITH THE CED DEPARTMENTSTAGINGCONCRETE WASTES TO BE CONTAINED AND PROPER - _ - - _ - STORM LINE t TYPE & SIZE OF PUMP TBD -� E 1 WITH THE CITY OF RENTON. DISPOSAL CONSTRUCME7HODSFOLLOWED. yrp AT CONS TRUCRON °P OVERHEAD POWER r nur_g5ase{r4,tu �s} + �3;; ., J. THE BOUNDARIES OF THE CLEARING L:'.1/TS AND AREAS OF VEGETATION PRESERVAT70N A5 PRESCRIBED ON THE PLAN(5) SHALL B£ CLEARLY •.7R 04ANNEL +ti ,Y...?m 1,.. i-- IL^ICu +sr + 'I }'j'' FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCT70N IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER TREE PROTECl7ON NOTE• a UNDERGROUND POWER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS ARBORIST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLATION. ,' , , 1 x S._r, vrl E' SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIIESC SUPERVISOR FOR THE DURATION OF CONSIRUC7/ON. w UNDERGROUND WATER t� ; I ' yr T t, .r "er/ n R ' ac )C y ,' f„ PROTEC77VE FENCE whirl, , TO 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF c UNDERGROUND GAS RIM -496,74 ti, , . , tt;,e a 9 ' ), • RETAINED (TYP.) THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL EROSION CONTROL SEED MIXTURE. - 'Ili" 4"' .-- harm r PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURA77ON OF THE PROJECT %WEIGHT UNDERGROUND TELEPHONE +� € r,, •, � i CHEWiNGS OR RED FESCUE 40 5. ALL REQUIRED SEDIMENTA170NIIEROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR ANNUAL OR PERENNIAL RYE 40 c UNDERGROUND CABLE /x, t ;`. CONSMUC77ON TO PREVENT TRANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION REDTOP OR COLONIAL BENTGRASS 10 AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UN17L SUCH TIME THAT CLEARING AND/OR CONSiRUC710N IS WHITE DUTCH CLOVER & EDGE OF PAVEMENT ro)aIUQr' r { - COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTA7TON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO r.113PlUrAEr T rig i4i P+1Ns,4iE{3 q , CE 2" HRASS PIS., r QVIN (3-5, ?) r ( ' , • ,� ° p, ,' EROSION/SEDIMENTA77ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE -X X- FEN % IN A1t)N4lWNT Cr1$ �. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET / ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMIIEE SHALL J ' AN77CIPATE THAT MORE EROSION AND SEDIMEN TA 77ON CONTROL FACILI7iES WILL BE NECESSARY TO ENSURE COMPLETE SIL TA 770N CONTROL ON TEMPORARY EROSION CONTROL LEGEND: A,-tpF. ti F J 1` 99 *ryy' mJ; THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS t ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM ; REQUIREMENTS, AS MAY BE NEEDED OR AS DIRECTED BY THE COR INSPECTOR. TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF THE CONSTRUCTION LIMITS TO BE FLAGGED OR FENCED f w: i, oxe RECEIVING DRAINAGE SYSiEM. 1TENrE rc 14 0<5 f` f 1d, LIF C i Mu 7 APPROVAL OF THIS PLAN /S FOR EROSION/SEDIMENTATION CONTROL ONLY. /T DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE X SILT FENCE ` DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES- it4 n e % t' 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON I ° (OCTOBER IST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED CON57RUC77ON ENTRANCE 1 �1 h i oc w' STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G, SEEDING, MULCHING, PLASTIC COVERING, ETC.). . - 9. T SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION S17ES CLEARING BETWEEN OCTOBER 1 WE 5 MULCHINGMATTING, I " 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS& COMPOST BLANKETS - � MU i 1 I n ;; u \ ! J H,F I 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE W17N APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. �� t � �r ,_ � + r ; �_8_PERMANENT SEEDING AND PLANTING i { IWI (� ini 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACIL177ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS DC DUST CONTROL t Y ! 1l STOCKPILE AREA FOLLOWING AN EQUAL OR GREATER THAN 1�4" OF RAIN STORM EVENT. 'L� `4� COVL}R-STOCKPILEI _ SS STREET SWEEPING &VACUUMING :+ �I ;'- "� lM7H�Nr 24 HOURS 13. AT NO 77ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND 'i `•, `� _ -I-m T r' t `� `1 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE - Z SAWCUTTING A SURFACING POLLU77ON PRE 77ON - a a, � �I DOWNSTREAM SYSTEM. SC AND VEN { \ f, EEracF I, n S'rh x ti _• �° ` ,Fu 5 c� a< <' } , 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS, THAT ARE TO BE LEFT NE NET OR BLANKET EROSION CONTROL •` L E.iE. Or Pgrn r(;@TicR ~ ©f '' UN -WORKED FOR MORE THAN 12 HOU HALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. R5, S H 15. ANY PERMANENT RETENTIONIOETEN77ON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION INLET PROTECTION G k , 'J,C ` 4 a`r e r CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY A5 AN 1 i I ! h THE FINAL GRADE OF THE PERMANENT FACILITY. UST BE ROUGH GRADED 50 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE-...y_...�-...-� CHECK DAM EVERY 50 (SEE DETAIL SHEET ) � INFILTRATION SYSTEM, THE TEMPORARY FACILITY M INTERCEPTOR SWALE W17H ROCK aril 5 4i , < 1 SE C5 ', tit• Q '`v{� I a c 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH ONES CAN BE F SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET RIPRAP PAD E HIT .r +r-ehT SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL 8E SUBMITTED TO THE CITY OF TREE PRO TE FOR REVIEW. 0 0 TECTION FENCE (TREE TO BE RETAINED j xTREE TO BE REMOVED I I i EROSION CONTROL SUPERWSOR (CESCL): 6E tJ 1412=. EARTH SOLUTIONS NW, LLC (425) 284-3300 i o tt Y iIi,3 x ?A6 3&A ------------- 2" PUMP DISCHARGE LiNE R=383504 SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): `SIL THE POND WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D' OF THE 2009 KCSWDM SECTION IN COMPLIANCE WITH CITY OF RENTON gym; `ill D.4.5.2 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING DRAWINGS NOT APPROVED STAND RDS KCRTS (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. FOR CONSTRUCTION UNLESS BY. Date:? I- / '"•....,. �.. ray 1�� IH r I (CATCHMENT AREA: 4.01 .... STAMPED OR SIGNED APPROVED BY: Dater h at tt T 2 -YEAR PEAK FLOW RATE ..................1.10 CFS N � R -F ( %- - �,a REQUIRED SURFACE AREA.....................2,288 S.F. PROVIDED SURFACE AREA.....................2,340 S.F. GRAPHIC SCALE BY THE REVIEWING AGENCY BY: Date: NOTE 3-10,000 GALLON BAKER TANKS TO BE U77LIZED IN PLACE OF SEDIMENT POND. BAKER TANKS 0 25 50 100 gY? Date: . _ .,v _ HOLDINGS LLCPly TO BE U77LIZED AS NECESSARY UN77L SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. tltl�j% I BAKER TANKS TO BE REMOVED AND VAULT TO BE U77LIZED FOR SEDIMENTATION AT THAT TIME. 1 INCH = 50 FT. ,a, LAR w 07.13.15 M&j SUR -10: 'c SCALE: VERTICAL: NAVD 1988 M AE R TI N S RANCH DATE: AS NOTED HORIZONTAL: NAD 1983/1991 A�L CITY OF °120 201 DESIGNED: 'y EIELDBOOK: D.R. STRONG A AJ RENTON CONSULTING ENGINEERS PAGE, DRAW T.E.S.C. PLAN MAI( DRAwmc No: ENGINEERS PLANNERS SURVEYORS CHECKED: ONE INCH _ ' ,,M•1 AT EU�ALE I Planning/Building/Public Works Dept. C4 �If NOT ONE INCH SCALE ACCORDINGLY PERMITS: U15-001308, B15-000196 SHEET: OF: 620 -7TH AVENUE, KIRKLAND, WA 98033 MAJ NO. REVISION BY DATE APPR APPROVEDD: - 20 0 425.827.3063 F425.8272423 4 DRS PROJECTNO. 14103 A- N N N N A P W Q Z I— U W 0 O d �L n X X X X DRIVEWAYS SHALL BE (PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTIE�01\NOaD� DAMAGING OFTHE NROADWAY TRANCE TO AVOID IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAYY�RT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 1'-E' QUARRY SPALLS GEOMS"LE B it MIN.THICKNE59 PROVIDE, WIDTH OF NOTES INGRESS,EORESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION S1TE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 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. Y o STD. PLAN - 215.10 H PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 .TO JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINDS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. rzr BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTERFABROC i ---------------- e'MAX. MINIMUM 4'x4' TRENCH / u SACKFILL TRENCH WITH NATNE SOR POST SPACING MAY BE INCREASED TO B' IF WiftE BACKING IS USED / 1'x4' WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE I.I. 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 D4Ti1) 30-JOO SIEVESRf OADOISMMIFORSILT FI LM 5?1OOSIEVE 512E 0.30aL5MM FOROTHER FABRICS WATER PERMITTIVITY ASTM D4911 =SEC^-1MNIMUM GHABTENSILFSWENCHr (ASTM 01637) 18018S. MIN. FOR EXTRA STRENGH FABRIC IOOIBS, MIN. FOR STANDARD STRENGHT FABRIC GRABTENSILEELONGATION ASTMD422 30%MAX. UUMVIOIATE RESISTANCE TASTM D4355 70%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:IV 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 B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. nxw- STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2008 fU I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) AEAO �7V lo ' oy HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH T MAX. DRAINAGE GRATE- TRIM GRATEFRAME 0 SEDIMENT AND DEBRIS OVERFLOW BYPASS • C •• P BELOW INLET GRATE DEVICE FILTERED WATER A e SECTION VIEW - DRAINAGEGRATE T ULAR GRATE SHOWN -REL ANG RETRIEVAL SYSTEM (TVP. 1 BELOW INLET GRATE DEVICE OVERFLOW BYPASS GYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure It will Service, 2. The BIGD shell 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 Wlh Standard Specification 8-01.3(15). o STD. PLAN - 215.30 p� PUBLIC WORKS CATCH BASIN FILTER 3 DEPARTMENT MARCH 2008 NZ� D.R. STRONG CONSULTING ENGINEERS ? / a ENGINEERS PLANNERS SURVEYORS .It\ �J� 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 NO. REVISION T 2:1 MAX. SLOPE LEVEL BOTTOM _� III -1111111 � ,, M1�J— �I_II I ((Y I I I 1=1 11=1 i 1=111 I -I I- F, 7_- =III; } r- 1- 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 3HAV 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 2HAV 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/Oft FREQUENCY OF THE SWALES SHALL BE INCREASED. o� STD. PLAN - 217.10 + UD + PUBLIC WORKS INTERCEPTOR SWALE DEPARTMENT MARCH 2008 FNT.TO AVENGE SLOPE SLOPE PERCENT FLOW PATH LENGTH GRAB TENSILESTREBNGTH ASiM D6751 ZOO PSI MIN. 3-5% GRAB TENSILE ELONGATION ASTM D4632 3018 MAX. MULLEN BURSTSTRENGTH ASTM D3786 -BOA 400 PSI MIN. ADS (ASTM 04751) 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. Y o STD. PLAN - 215.10 H PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 .TO JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINDS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. rzr BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTERFABROC i ---------------- e'MAX. MINIMUM 4'x4' TRENCH / u SACKFILL TRENCH WITH NATNE SOR POST SPACING MAY BE INCREASED TO B' IF WiftE BACKING IS USED / 1'x4' WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE I.I. 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 D4Ti1) 30-JOO SIEVESRf OADOISMMIFORSILT FI LM 5?1OOSIEVE 512E 0.30aL5MM FOROTHER FABRICS WATER PERMITTIVITY ASTM D4911 =SEC^-1MNIMUM GHABTENSILFSWENCHr (ASTM 01637) 18018S. MIN. FOR EXTRA STRENGH FABRIC IOOIBS, MIN. FOR STANDARD STRENGHT FABRIC GRABTENSILEELONGATION ASTMD422 30%MAX. UUMVIOIATE RESISTANCE TASTM D4355 70%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:IV 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 B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. nxw- STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2008 fU I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) AEAO �7V lo ' oy HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH T MAX. DRAINAGE GRATE- TRIM GRATEFRAME 0 SEDIMENT AND DEBRIS OVERFLOW BYPASS • C •• P BELOW INLET GRATE DEVICE FILTERED WATER A e SECTION VIEW - DRAINAGEGRATE T ULAR GRATE SHOWN -REL ANG RETRIEVAL SYSTEM (TVP. 1 BELOW INLET GRATE DEVICE OVERFLOW BYPASS GYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure It will Service, 2. The BIGD shell 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 Wlh Standard Specification 8-01.3(15). o STD. PLAN - 215.30 p� PUBLIC WORKS CATCH BASIN FILTER 3 DEPARTMENT MARCH 2008 NZ� D.R. STRONG CONSULTING ENGINEERS ? / a ENGINEERS PLANNERS SURVEYORS .It\ �J� 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 NO. REVISION T 2:1 MAX. SLOPE LEVEL BOTTOM _� III -1111111 � ,, M1�J— �I_II I ((Y I I I 1=1 11=1 i 1=111 I -I I- F, 7_- =III; } r- 1- 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 3HAV 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 2HAV 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/Oft FREQUENCY OF THE SWALES SHALL BE INCREASED. o� STD. PLAN - 217.10 + UD + PUBLIC WORKS INTERCEPTOR SWALE DEPARTMENT MARCH 2008 FNT.TO AVENGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:SV 3-5% 300 FEET 1070 ZO H:iV S�lIPh 200 FEET 4 7010 H:1V 1435% IOD FEET 2704 H:SV ZS -50°h 50 FEET TREE PROTECTION MEASURES 0. 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 PROTEC71ON 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 PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, 'TIO TRESPASSING - PR07ECTED 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. PROTECT70N FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, 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 WITHIN THE DRIP LINE.. THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. St. RESTRIC770NS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY 77?EE TO BE RETAINED MAY NOT BE LOWERED W7HIN 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 PR07EC77ON ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR 07HER CONDITIONS. f, MULCH LAYER REQUIRED., ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3') OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEP77ONS 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 ARBORIST 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. iLP 107.13.151 MAJ 3U"'ESJS Wx CIIECKEDiW BY DATE APPR APPROVED: ED: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY R ROCK MUST COMPLETELY COVER THE BOTTOM AND BIDES OF THE DITCH � o IF, MIN. .��F\� 24' MIN. 1:1 SLOPES T-4- ROCK L= THE DISTANCE SUCH THAT POINTS p AAND BARE OF EQUAL ELEVATION — T—I L pe •—ISI—III _ __ -III-111,�II�illl— — - i 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 ANON -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. STD. PLAN - 217.40 4 PUBLIC WORKS CHECK DAMS SPACING AND A DEPARTMENT CROSS SECTIONS MARCH 2008 T f. 6 -FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED PRIOR TO CONSTRUCTION. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. Z FOR R0075 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 W)7N DAMP BURLAP TO PREVENT DRYING AND SHALL BE COVERED W77H SOIL AS SOON AS POSSIBLE. 3, WORK WITHIN PR01EC710N 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 PROTECTION DETAIL R-383505 VERTICAL. NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :� CITY OF A RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY. � Date: BY: Date: BY: Date: BY: Date: MAERTINS RANCH T.E.S.C. NOTES AND DETAILS 01.20.2015 PACE: C5 PERMITS: U15-001308, 815-000196 DRS PROJECT N0. 14103 D -11 h n X X BEGIN ROAD WORK - STA. 3A70+45.0 16.97' RTs \ MATCH TH EXISTING WE 16TH/ ST / E N WALL - I/ 4ls.15' 7Fw 4F&f4 413.35` BFW 4913. 4- END "Abb J W I.666' U � Z 3.3 34 Z I I kEvsl„le ►Jett`` U W < 0 4LR I&PWANof DIV. u \ VU 154-, i'C,:, 88-14- O z a. 1= m Z TFW474.Ss L1J m I $FW:47465 CQ L - I I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 6 I> j _ -i114 5 SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M. MA FR TINS RANCH sr aura Ifi , r.� EGIN REPLAING EX. C1/RB GllIT1ER AND p UNE 4 SIDEWALK EAST OF CUT B -_ EX. PLANT 23+84.20, 3 .99' LT CUT I MATCH W17H EXISTING 4 \ I DEED N0. \ 7207120398 >� T aI` � ?'•� f 1111, a t i I I �L 210',,?, 1tl. Do DEED N0. 6468344 t �N;�4 rrrt. Tt3 d3J5- 9 :0 �i ®im 1" MIN. HALF S7REET GRIND AND OWERLAY a 584164 87W)211114 9 SEE VAULT X -SECTIONS ON SHEET C11 -6.00' TEMPORARY 1) CONS7RUC77ON EASEMENT 2 1a9' s, RETAINED (TYP.) KL rp ;ir-,a3 a' c ir; t3"L4g3T579 1.,111`0 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. z END ROAD WORK AND REPLACING EX. CURB GUTTER AND SIDEWALK 25+22.96, 24.43' LT MATCH WTH EXISTING CR -2 R = 25.00' A = 23'4 26" L = 10.07' POINT POINT FL. ELEV. TOC ELEV. 5 466.98 467.48 6 46701 467.51 7 46706 k 466.95 46745 5 466.98 46Z48 8, 075:Y"3. 1 FG 476.0. WATER VALVE DRAWN: NAK ' POINT 18,11§ k1V174.ote . L• , r , 460 458 II8F7Ly: 2 464.74 TFW-197}wva 3 465.36 465.86 4 - 466.49 721 8FW 9�B.3S'i 1 467.29 SANITARY SEWER LINE _ _ _ _ _ _ = Wvr4 -, E)P- `3 il: `p r I4 IN UNDERGROUND WATER i ,I ,I T -----1- I 1 9,848 I R M 153. Fa 469.5 I Pbl q FG 471.2 �', I SOW - 9,150 i TFW I I I I ¢ I� PA 7H FG 469.5 R� C 1 1"L I 10,985 I�' �. L - __2-I i 4. L - _ J 1 n {r A r _ _ _ _ "I TF�J-Q7ial I 4'16.'. ' I 10' U71LITY I I -- g , I " STORM RA/NAr1 10,496 I BFv3r972,b1 I EASEMENT I ii ,� 2 I I h't r 1472.5 121 8,0 rn'. l I 81050 -CND WALL ; - - TFW FG FG 46 . �1 I FG 473.4t' BFW 4b7. G � I r �- I I , I DEED N0. \ 7207120398 >� T aI` � ?'•� f 1111, a t i I I �L 210',,?, 1tl. Do DEED N0. 6468344 t �N;�4 rrrt. Tt3 d3J5- 9 :0 �i ®im 1" MIN. HALF S7REET GRIND AND OWERLAY a 584164 87W)211114 9 SEE VAULT X -SECTIONS ON SHEET C11 -6.00' TEMPORARY 1) CONS7RUC77ON EASEMENT 2 1a9' s, RETAINED (TYP.) KL rp ;ir-,a3 a' c ir; t3"L4g3T579 1.,111`0 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. z END ROAD WORK AND REPLACING EX. CURB GUTTER AND SIDEWALK 25+22.96, 24.43' LT MATCH WTH EXISTING CR -2 R = 25.00' A = 23'4 26" L = 10.07' POINT POINT FL. ELEV. TOC ELEV. 5 466.98 467.48 6 46701 467.51 7 46706 467.56 466.95 46745 5 466.98 46Z48 8, 075:Y"3. 1 FG 476.0. WATER VALVE DRAWN: NAK FIG 147 3 POINT 18,11§ k1V174.ote TOC ELEV. 1 463.71 II8F7Ly: 2 464.74 TFW-197}wva 3 465.36 465.86 4 465.99 466.49 721 8FW 9�B.3S'i 1 467.29 SANITARY SEWER LINE _ _ _ _ _ _ = STORM LINE E)P- `3 r UNDERGROUND POWER IN UNDERGROUND WATER 6 UNDERGROUND GAS T -----1- s UNDERGROUND CABLE M I - I ` I I Pbl q BEGIN WALL- TFW I I ¢ I� eFw 10', 1 1"L I 10,985 I�' B -470. )0,768'; FG 476.0 I I 75.8 � . ' I 10' U71LITY EASEMENT -CND WALL ; - - TFW BFW 4b7. G � I r �- 9:' k�. I r I ° tr c.Ey 10,073 5 I Al FG 415.5 rrj1� ti11.� _. 2a.'r1 i U3dfa5^'-- � �'%•-- r ,. a .i - n f I I 24`r I oT a L W QQ I I i Ord 9.982 I- 8`i- FiG 47541 ACEL PAP EL N0 47 H I 032105-9238t 94`4• I :r t I - 7 't I w I I9,982I FIG 475.5 RI�L,ri Mira. . 1152 e }r>-912& - Ak --,- S F, '. TEA(62 P. EASEMENT I 111, 731 GROSS .. .... 8,886 NET' - FG 1475.7 ............ ..I........ - 10" i r i15- >E �/ 19,311 GROSLS 18,594 NET I FG 47$.8 , I I> PARCEL (0 ,7217+3 F tN f Ix cl32-905-91`79 59- }V I DEED N0. \ 7207120398 >� T aI` � ?'•� f 1111, a t i I I �L 210',,?, 1tl. Do DEED N0. 6468344 t �N;�4 rrrt. Tt3 d3J5- 9 :0 �i ®im 1" MIN. HALF S7REET GRIND AND OWERLAY a 584164 87W)211114 9 SEE VAULT X -SECTIONS ON SHEET C11 -6.00' TEMPORARY 1) CONS7RUC77ON EASEMENT 2 1a9' s, RETAINED (TYP.) KL rp ;ir-,a3 a' c ir; t3"L4g3T579 1.,111`0 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. z END ROAD WORK AND REPLACING EX. CURB GUTTER AND SIDEWALK 25+22.96, 24.43' LT MATCH WTH EXISTING CR -2 R = 25.00' A = 23'4 26" L = 10.07' POINT POINT FL. ELEV. TOC ELEV. 5 466.98 467.48 6 46701 467.51 7 46706 467.56 C}?- % R = 25.00' A = 11278'39" L = 49.00' POINT FL. ELEV. TOC ELEV, 1 470.24 470.74 2 469.06 469.56 3 468.47 468.97 4 466.95 46745 5 466.98 46Z48 w WATER VALVE DRAWN: NAK CR -3 R = 25.00' d = 90'4547" L = 39.60' POINT FL. ELEV TOC ELEV. 1 463.71 464.21 2 464.74 465.24 3 465.36 465.86 4 465.99 466.49 5 466.79 1 467.29 I I I iII I I I I I I I I iI I WALL NOTE.• WALLS GREATER THAN FOUR FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. RETAINING WALL DRAINAGE NOTES,• 1. FREE DRAINING BACKFILL SHOULD CONSIST OF SOIL HAVING LESS THAN 5 PERCENT FINES. PERCENT PASSING #4 SHOULD BE 25 TO 75 PERCENT. 2. DRAIN PIPE SHOULD CONSIST OF PERFORATED RIGID PVC PIPE SURROUNDED WITH 1" DRAIN ROCK REVISION I BY I DATE I APPR R-383506 SCALE: AS NOTED ONEINCH AT FULL SCALE IF NOT ONEINCH SCALE ACCORDINGLY GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDARON, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUITABLE AREAS OF NATIVE SOILS EXPOSED AT SUBGRADE ELEVATIONS SHOULD BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVEREXCAVATED AND REPLACED MTN A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO THE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED IN THE FOLLOWING SECRON. FOUNDATION SUBGRADE AREAS SHOULD BE PROTECTED FROM DISTURBANCE, CONSTRUCTION TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GE07EX77LE BELOW 774E STRUCTURAL FILL AREAS MAY BE REQUIRED. A REPRES£NTARVE OF fSNW SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN FOUNDATION, SLAB AND PAVEMENT AREAS. WET SEASON GRADING PERCHED GROUNDWATER MAY BE PRESENT NEAR THE CONTACT BETWEEN THE WEATHERED SOIL AND UNDERLYING UNWEATHERED GLACIAL RLL SOIL. THIS CONDITION COUPLED WITH THE MODERATE TO HIGH MOISTURE SENS]770TY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERATELY DIFFICULT. MASS GRADING SHOULD TAKE PLACE DURING THE LATE SUMMER MONTHS 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 NATIVE 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 BONS, IMPORTED SOIL INTENDED FOR USE AS S7RUC7URAL 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 THE MINUS THREE-QUARTER INCH FRACTION. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY TRENCH 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 THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, 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 COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY UTILITY DISTRICT OR JURISDICTION. VERTICAL DATUM: NA 88, PER CITY OF RENTON VERTICAL CONTROL. SOIL NOTES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED, THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SI7E WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE 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. 4. ALL ROADS ARE SUBJECT TO COMPLIANCE WITH THE CITY-OF-RENTON TRENCH RESTORATION OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE CITY-OF-RENTON INSPECTOR. TRENCH RESTORATION NOTE.• ALL ROADS ARE SUBJECT TO COMPLIANCE WITH THE COR TRENCH RESTORATION & OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE COR INSPECTOR. NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVO 1988 HORIZONTAL: NW 1983/1991 Mum +FOUND li AYBUILT ® FOUND MONUMENT AS NOTED MYLAR YLP 07.13.15 MAJ SURV EDD; sis POWER METER r POWER POLE ❑ OESIGNED: MAJ LIGHT POLE NO ARM GUY WIRE ® WATER METER w WATER VALVE DRAWN: NAK REVISION I BY I DATE I APPR R-383506 SCALE: AS NOTED ONEINCH AT FULL SCALE IF NOT ONEINCH SCALE ACCORDINGLY GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDARON, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUITABLE AREAS OF NATIVE SOILS EXPOSED AT SUBGRADE ELEVATIONS SHOULD BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVEREXCAVATED AND REPLACED MTN A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO THE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED IN THE FOLLOWING SECRON. FOUNDATION SUBGRADE AREAS SHOULD BE PROTECTED FROM DISTURBANCE, CONSTRUCTION TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GE07EX77LE BELOW 774E STRUCTURAL FILL AREAS MAY BE REQUIRED. A REPRES£NTARVE OF fSNW SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN FOUNDATION, SLAB AND PAVEMENT AREAS. WET SEASON GRADING PERCHED GROUNDWATER MAY BE PRESENT NEAR THE CONTACT BETWEEN THE WEATHERED SOIL AND UNDERLYING UNWEATHERED GLACIAL RLL SOIL. THIS CONDITION COUPLED WITH THE MODERATE TO HIGH MOISTURE SENS]770TY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERATELY DIFFICULT. MASS GRADING SHOULD TAKE PLACE DURING THE LATE SUMMER MONTHS 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 NATIVE 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 BONS, IMPORTED SOIL INTENDED FOR USE AS S7RUC7URAL 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 THE MINUS THREE-QUARTER INCH FRACTION. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY TRENCH 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 THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, 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 COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY UTILITY DISTRICT OR JURISDICTION. VERTICAL DATUM: NA 88, PER CITY OF RENTON VERTICAL CONTROL. SOIL NOTES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED, THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SI7E WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE 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. 4. ALL ROADS ARE SUBJECT TO COMPLIANCE WITH THE CITY-OF-RENTON TRENCH RESTORATION OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE CITY-OF-RENTON INSPECTOR. TRENCH RESTORATION NOTE.• ALL ROADS ARE SUBJECT TO COMPLIANCE WITH THE COR TRENCH RESTORATION & OVERLAY REQUIREMENTS AS WELL AS APPROVAL BY THE COR INSPECTOR. NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. VERTICAL: NAVO 1988 HORIZONTAL: NW 1983/1991 Mum +FOUND SECTION MONUMENT AS N07ED ® FOUND MONUMENT AS NOTED T ROAD SIGNAGE ® MAIL BOX ® POWER METER r POWER POLE ❑ JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE ® WATER METER w WATER VALVE Sl FIRE HYDRANT ® TYPE 1 CATCH BASIN © STORM DRAIN MANHOLE ® SANITARY MANHOLE Cp ROCKERY C.O.R. CITY OF RENTON VBF VERTICAL BOARD FENCE HBF HORIZONTAL BOARD FENCE \ DECIDUOUS TREE EVERGREEN TREE - - - - SANITARY SEWER LINE _ _ _ _ _ _ = STORM LINE E)P- OVERHEAD POWER P UNDERGROUND POWER IN UNDERGROUND WATER 6 UNDERGROUND GAS T UNDERGROUND TELEPHONE s UNDERGROUND CABLE '""' M, EDGE OF PAVEMENT x x- FENCE SITE VOLUME CAL COLA TI DNS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS) (CU. YDS) (CU. YDS) 8,762 8,204 558 CUT *THESE VOLUME CALCULATIONS ARE APPROXIMATE CONTRACTOR SHOULD USE THEIR OWN CALCULATIONS FOR CONSTRUCTION PURPOSES. •'INCLUDES VAULT EXCAVATION SITE AREA: 177,683 S.F. (4.079 ACRES) AREA OF WORK: 177,683 S.F. (4.079 ACRES) 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. EXCEPT FOR DUFF LAYER AND TOP SOIL TO BE REAPPLIED TO OTHER AREAS. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GE07ECHNICAL ENGINEER. DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY Ab CITY OF mAN RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: L Date: �7 BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD AND GRADING PLAN & DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT LA0. 14103 A - 01.20.2015 FIELOBOON: PAGE: C6 6 OWN M n A �c�inwnnom eacurnucrn.n Yx �e ,,,,ear, a 1'I'/^//il1 'Y m esw.r,w,.*vxe «Rene Rue wmP,a w:mM..e.vmnae emw.R CC Cup InnR Fvhn,Atlp WeaAMAF b Ma, NHw waLx! _ xrru n.. NAAn nnn cweEa PYw. xv wrrrrn aul�x"r'x'"ce+nnwxc �e �quvila.,N ]. Wre tlPl➢E arIFAKYVAM aM1 N. x+kaMMU/4atY mn ,x brk MmaMmeiw e9m,I n.smgw,e.A e. tion. rwME FAn N4 nM swap ronmP.araP ew, Cor 4r wN4ew eros `"-'x aaottO1.mee� nm.l ale. fern aeP ww,em wnae"wn R4lyw fir^ !n i v UIWrq A erexEnnF1mMuwe4xnUl ONlil •r•rLPIuvMlrx- ' WwRe panMmr.i TIME IN]mwearoCl.aTERxwvaC.b VrCNeeIeMbAbv0.lnln91pTtlFMeA% 'n6axvn0.. .. ow'"" -AM Pp..an I.o 1,appe Cdrimw16Aealo.4�bNw C CYse4M MV Yn -_._ INeuspx ,a�aaw \1 nM4 •' aneAerewn. fen elue,m..oro,..w c3.a EweA PMeewn On.w RWxek oaaASEA''.rElexaae r.Ln. Cvn Rnra nlvsunvHq [qe YxAMre4alrsen nmpsgN vemne ev M[wrereneum,a ne fere♦ 0 Mol W ernes l6fMbeH]rNenq MRM NfTllely ropr,e A,, 3wMelvxr4,e pneClyp,N,pNpyyµe bare a-LglenqqI/M9Ee 16kxlMm,m Yrpq. ree"Fee rewwwm "- ,ecrw Pwe I_- RE erexoemw,xe..n ,hrgm.ew RerIP MM Nln x.,AM. xvsMeP"r4[4 E wrMRPCwefrooent- L .ParecwexAmrt,w a. Cub MmP I eNFxmM rearm firkhav To CX¢"r prwLR re.,F EA -1 �ey]a aYMeM agelRftllem Ola, M"�-- RmwemelreRmrc« PuxxN,• F -A Moo ErPE PERPEAVICOURA TIa PaMENpCLIARB wrtE�AevvME Ieuwwm-1 LOEeen orre"vwii0.wr ow- n.. MAx rexe s r PRm aopeoa4rrxAw„4x- --N-`ea RPwxE,w,er ' pATgJEf flip uww cream L{: eroanv ,n,e, Ap�ATwy"aA i 6 �n�uroew�rn.,, CURaMWa WrA0. Op � A 1 eEcnox 0 aAlcu.l,e eevwr er'eexTMEort �e PAeierje° P- 1 0 N _ a•/eNAL L 11 li _ PERPENDICULAR CURB RAMP STANDARD PLAN F.40.1802 Pe aaerrea v�aTa YPM[1... IeoxEFF-forN me xRrexomuuA Arav l.w4 mErenve,IwvuRsear LMR N MAILBOX Col' STA. 21+28.79, 12.00' RT Cali 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \I E PAD DETAI 16TH ST,) SCALE: 1"=5' HOLDINGS LLC r _ SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH AS-EWU ^. Notes A L TTW OSARIVVISFIs AWSSC9 (INS)ore maw Room Alp FASB,.1 S, Me bEhmbLEWARM. Oeh'Mr, efoffen* a He-) Or bnd!rq cuam I EN{N w.uww v. avaEA ElOeM 2. The OFINAEbb warring Svroce dreg N PERMIT It ore lecub, Mo - (�q LNROWXWV/µNWAY a[E UOR> FAEW PA Mk,e orpakfe Tre,.of"rWASOa thoor"It M a%VAo b Ke rAoMOApw to Gla. 1, EnMSxN AM (I.) Oi'x¢M•W k14[r i,[M. reet bM N tlw beck f pobN'��OO*II i 4 ThemmM forefoot tlwnu {bar be Roared le M Memo b ft .-Me_-M0.M'rpm 4raadr0lrleel, fRIMEMARIAod0ftP.twigsaECRON �A. ttre DeOpPlahb WemNq audea aMX M geratl d 1M pelamml ed0e. MR top Bm rAAF r ) YLP 07.13.18 MAJ 50A"r'T�S g See ebndee4 PIS. rot eoawe* Sed mk retro ft!"k SCG aTAHp[q WEdek4Tlp$ i0r1 caWNswrecE - i. HeLMW W nmPbft.of e1T. kNsasnd tN Dfm oxr oIdKove Saar ivae Arlo Dunm EANweq Wr.1NRda6x oR TRwcATmoaleesAWro TRUNCATED DOME DETAILS vwNvavrdbe ells Mnwn of Me nmP em'A,n,in dre MgwM dNhnn Awn aEE xore a OeTBCTABIE WARNING SVPFAC[OfiAx 9. ore eu anM MakFbetevan&o the Orb AM ro M StreNe Iendnobbysun uxwNd ..Ore ep3N s a R Awn a beck o1 Luk It ea ra" q]w s,e Cekwsbb mAervx etExo*Ee NYmTp 9uIS[s on Me Mlbm of the cub nn; uxrMlD wAwvAAv "vA°0r NMLM'Nr- vw,LRwAv : Mbttlof ElR.rilAldlWx ltmxr4 wnlnRouEN ^ ."Pro, _ ler tronas. iter, v"[[3 - K ulu. TOE cwmA<» M«aEvae 1 / y mAax C eINCLE g1ECIWN CURB MNP wE L Tu P � a -P b (arena vaux et......I U. IA'1 oxo xere PT PRou eeex of coos) - INT WIE eI CTAaI3 YPRMNJSEi ,1 FAIR CTARE VNRM1p - .- cUrrS- OPURB IwxwrA] MENC- NNVACEIMT• �MEE'4xORi wPECrgHM EEE NO} MENO]E1 aEENOTE] rRAxu MOTH OrCA NIP e/cxoP Pme cVW n/LO SEE NJRa y Y FAA yro PEPPINpISEAR CURE MMP D.R. STRONG p' r V��r� _. vrL1eAM Reeero)ery VIAND CUTiNPOUOIH _ ux'"w,q°r. ow"a wu"'`"w,NP'r PEiicTMLe lwmexo � III! 4ATAf[d' I��� eUNg efDPJ- O McAo/ B arer ro =_ eN erre} - Q AL NMeACF ryMeI BEE MnrEe y� i MIgAN EUTTNIteUDH co e- sa xo" SEEP t8] ". fpMCLEAAAMDIRECTION .o RAMP ot]SMHVE 4mm0 1 rndl B,Cxq wRM NF xJnele) gg r I J Pe S)84 fb ,421x]rwk.REO WREACE l01VN- 41 I6 ] rVYPTMX1. 1EOwR ✓e E\• IIS Il N�SNonq � 1 e p,x � TONAL 6 3 It DRMENTCONCRETE `-Cm DESIGNED opF FAMV •-tune R.AP a - tilil '. VMLNWAr MOVA, wA1eWAV WSTX Oi CUr IMRgpX - �,- prANE6UPE rArx oR. ( 1'rol v4AMxv DETECTABLE WARNING CONSUL TING ENGINEERS J { J, y a ACRD DABOUr SPLITTER. Y SURFACE NIAXO PAVEMSon eX01XDER StANDARD PLI1N F-Aa.10•D14f1EE[MLE DRAW"` IV,IEWiT'iP n x[i10EFHaPna4. V41rIRA6ra€oG81 VNRNMtlUCAeg1"FACESEROM2.} w NidC YMNMHPtPrECTABU fit �B�p�EEE WR} Foolor LLNWAr eH xOl E41 BS PAEEOB aNg�1•% PARALLEL CURB RI PEDESTM" RAILROAD CROSSING PLACEMENT OUIOELINES SHIP US PATNCO"MECno" xr 1 Fer LEX URB gest u"Mr, e r:xim, ry e cuwE6 c�rlrssal eLOPe�M l fi-se 2P�'r CEMENT N MAILBOX Col' STA. 21+28.79, 12.00' RT Cali 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) \I E PAD DETAI 16TH ST,) SCALE: 1"=5' HOLDINGS LLC r _ SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH 42" MAX 24" MIN T /2 1-1/2T STD 90BRACKET OR 360'd^".c ADJUSTABLE BRACKET IF REWIRED. TAPE CAP 2•. GALVANIZED STEEL PIPEIG W Y WR r 1 MIN CTtf EN LEMEM MI G RR. 10' YIN RANCE NO WEB. r AS-EWU eenw wxvbesawewAMR4,na { WL -I- VMie 3EE1pRl1 {{-- Ar.Nµ _ 1, EnMSxN AM (I.) Oi'x¢M•W k14[r i,[M. n A. ne I I I.epudreR top Bm rAAF r ) YLP 07.13.18 MAJ 50A"r'T�S s o 1r r • 0' m' e' iter, v"[[3 - K ulu. TOE cwmA<» peetkH D.R. STRONG p' r Ab DRMENTCONCRETE `-Cm DESIGNED k CONSUL TING ENGINEERS J Lg Eeww.e- DRAW"` Apr nN'a n x[i10EFHaPna4. V41rIRA6ra€oG81 1 L w NidC C[r RV SEA Dom SEA wrE -� to gest u"Mr, e r:xim, ry e cuwE6 c�rlrssal eLOPe�M l fi-se 2P�'r CEMENT )e•CpI1PAr P.1 nE.... iE.K4 roll PUN MEW ENGINEERS PLANNERS SURVEYORS VOSS. r'A6r CONCRETE- ;�Y SIDEWALK Inn 21nP) x[ xPR r 3 Y 3 p wvexr emxcmn I E C01@ h I Ili SO Ino ([E[ tun >) e'Alp. piMNt[ BY DATE APPR APPROVED: oEPnMBEOGnS[cemx SMOEWF cOxEAEn A ISeerprea SE,EYAeIN l E PAMOrr BECTON O IBEe 9rD.PUP10 IPp We RAvr ) ¢ � wn��As ��<-e (COMMERCIAL, WITH SUFFER) Ip\binERexceremPM.0.P - _ \ _ DRMOAYWIP�1'Vf.ToVEVr1oPI 1WFA.OM-otOI �y{ \SLI IS. m\ ree e-viL D4lcvuv toy. rn'pl o�E��[ ) vspEssm OA t a� I bl xDrz»R Xee tra 1x"OXH Renee O - Ix' w. Yeff'E'mrlmAcn 1 awA. art nexw tr,..) sae aid. plan 102). Construct ex Vision lDmm ISI wgh the ( ) ITpBa ps centerilne as required at 16' mexlrnum sparing when dNveway q jMr. AO�oNCRABIE see xorew - a widths exceed 30'. am"lea atR' 1• � p[Cmx (D 2. CONCPErE L { ONOLmIE CEMENT CONCRETE DRIVEWAY ENTRANCE EmfwelR GID rsi SAA r/rwlrwb .TYPES 1, 2, 3, a 4 Curb and gutter shown, olher Curb designs may be spsciged. J Sheet 5 OF e TYPE RIB - ISOMETRIC VIEW ADOPTED ' • t �( (RESIDENTIAL; WITH BUFFER) CIT Or Pratte 4. For NOTES STD. PLAN 104,2 4 A IE STANDARD PLW4 _\O Lor SATS: 04/04 STD. PLAN - 104.3 I r I DWG. NAME: F004-4 SP PAGE: F004.4 ATE REVISION BY PR The engineer will design all driveways to Include elevelons at all 42" MAX 24" MIN T /2 1-1/2T STD 90BRACKET OR 360'd^".c ADJUSTABLE BRACKET IF REWIRED. TAPE CAP 2•. GALVANIZED STEEL PIPEIG W Y WR r 1 MIN CTtf EN LEMEM MI G RR. 10' YIN RANCE NO WEB. r I CEMENT 1-1/2' CONCRETE CLASS B 5IBIS 1-1/2' MINHS CRUSHED Rouc GROUND MOUNTED STREET NAME SIGNS ADOPTED Cm OF RDxmx TWe PLLus IF lar bATP.a of DWG. NAME: G013 SP PAGE:GO13 fRCi C=CV0.e L o --..x - CG41trD C04C0.f7E SR,E'WAU(M`T A,Y-_ vARIPe 0KIWVVYG I.6 I p r WINrIN I ]00 1!} R. , a,,, 1,24 rv. C lope, A i k 11'8 ROAbxAY t )19 PRRM.%nM) . r Jo1vTTUER CEMENT CONCRETE r PEDESTRIAN CURB '.. ( AT SIOLY]ntx nM'PS Ano EANCp3os I `y . T:8 - - FACE Cur ACBK.em cUPa CEMENT CONCRETE TRAFFIC CURB AND GUTTER Rrr, Crrncsrnr'I4aruAR nnn Y,urcr Fh_-0G ADIACENT Eµ45 . 1apbF ! i k'_ P t 1`a, ; ROADPEAY - RJRH'A'IEH FLr1ER - RAMPfr<YRANGC S x I Yx ° to ROTI Ct nl r - DEPRESSED CURB SECTION L *' -6 - Ai ppBlDfN1KLGRWEwnYfl (]tKY, Fl - DEPRESSED CURB SECTION I AGE or aver AT SOMPYrAi K PAWLS 61 fife 1 Y_ al FACE rx MAAc"'CURE - r i "0 OF , ROACA'AY - : cuTTRNs}lRAAEtl "I �_ 1• }a t ' 1 velu•_t CEMENT CONCRETE . ?••,. / TRAFFIC CURB DEPRESSED CURB/DETAIL ATPr91DSNt1Ar Cn CorAMaRGat URpffwpvB, AND AUEva CF4TML NgTES' ' SeY xwr,deldPmildl A'Idl'J1.1ev<v'f6+PN el'sr4M u+rdrerlM AlMltb-.`dl's.:. g. Ta ppiprMAbMI1M1'P.tliHP.ry C,b aOuaY•9ectlw aro a'aeeek lynlMX. - -. STD. PW 101 TiBLic nORK= CENfENt CoNCREtE CURES bPP.t ED /�q� .f OFPARTAIFE �1 1Y•:"�-f- AS-EWU eenw wxvbesawewAMR4,na { WL -I- VMie 3EE1pRl1 {{-- Ar.Nµ _ 1 Oi'x¢M•W k14[r i,[M. n A. ne I I I.epudreR YLP 07.13.18 MAJ 50A"r'T�S r orale ITA rM PanMo I I se Es MY InSo M.I MOoff IRESl I., [011[nflE 1nKS� S 1IfOell D.R. STRONG 1. fiEEHMA [LFRM2ntYN l!t AL IX59XFEY DRMENTCONCRETE `-Cm DESIGNED k CONSUL TING ENGINEERS J Lg Eeww.e- DRAW"` Apr nN'a n x[i10EFHaPna4. V41rIRA6ra€oG81 1 L w NidC C[r RV SEA Dom SEA wrE -� to gest u"Mr, e r:xim, ry e cuwE6 c�rlrssal eLOPe�M l fi-se 2P�'r CEMENT )e•CpI1PAr P.1 nE.... iE.K4 roll PUN MEW ENGINEERS PLANNERS SURVEYORS VOSS. r'A6r CONCRETE- ;�Y SIDEWALK CURB A GVT1ER (BEE DETNLTNe SHEET) I S,:1 or EEE "Olt 0'r,r' ;.Mr.: AE,n I -A plln•' 620 -7TH AVENUE, KIRKLAND, WA 98033 NO e'Alp. BY DATE APPR APPROVED: oEPnMBEOGnS[cemx SMOEWF cOxEAEn A ISeerprea SE,EYAeIN l E PAMOrr BECTON O IBEe 9rD.PUP10 IPp TYPE C28 -. ISOMETRIC VIEW rs Rm•.. L A - (COMMERCIAL, WITH SUFFER) Ip\binERexceremPM.0.P - _ \ _ DRMOAYWIP�1'Vf.ToVEVr1oPI 1WFA.OM-otOI �y{ \SLI IS. m\ ree e-viL NOTES DAeWArvwrRE1umti N111g411EExAOEEMELRor When a driveway width exceeds 13 feet, Construct a NII depth expansion joint wlh 318' Jolnt filler along Ina driveway Arne Ilnae lrAceoF amn aeEoeiREeem IAINa DDTAe sae aid. plan 102). Construct ex Vision lDmm ISI wgh the ( ) ITpBa ps centerilne as required at 16' mexlrnum sparing when dNveway q jMr. AO�oNCRABIE see xorew a widths exceed 30'. am"lea atR' 1• � 2. CONCPErE L { ONOLmIE aoPrmvAr EmfwelR GID rsi SAA r/rwlrwb 3. Curb and gutter shown, olher Curb designs may be spsciged. J TYPE RIB - ISOMETRIC VIEW See old, plan 101 for curb details. ' • t �( (RESIDENTIAL; WITH BUFFER) 4. For NOTES STD. PLAN 104,2 _\O STD. PLAN - 104.3 I r I 8. The engineer will design all driveways to Include elevelons at all PPR VSD: Pl1HLIC WORKS g � �� r CEMENT CONCRETE DRIVEWAY points marked with symbol "Xe. All elevations are at the back ofDEPfrEBB B a CURER DETAIL DEPARTMENT ENTRANCE - TYPE R113 _ C / 2 top on uphill aide. ATE Not used. Grego nmmermen, Public Works AdminkloAtor I CEMENT 1-1/2' CONCRETE CLASS B 5IBIS 1-1/2' MINHS CRUSHED Rouc GROUND MOUNTED STREET NAME SIGNS ADOPTED Cm OF RDxmx TWe PLLus IF lar bATP.a of DWG. NAME: G013 SP PAGE:GO13 fRCi C=CV0.e L o --..x - CG41trD C04C0.f7E SR,E'WAU(M`T A,Y-_ vARIPe 0KIWVVYG I.6 I p r WINrIN I ]00 1!} R. , a,,, 1,24 rv. C lope, A i k 11'8 ROAbxAY t )19 PRRM.%nM) . r Jo1vTTUER CEMENT CONCRETE r PEDESTRIAN CURB '.. ( AT SIOLY]ntx nM'PS Ano EANCp3os I `y . T:8 - - FACE Cur ACBK.em cUPa CEMENT CONCRETE TRAFFIC CURB AND GUTTER Rrr, Crrncsrnr'I4aruAR nnn Y,urcr Fh_-0G ADIACENT Eµ45 . 1apbF ! i k'_ P t 1`a, ; ROADPEAY - RJRH'A'IEH FLr1ER - RAMPfr<YRANGC S x I Yx ° to ROTI Ct nl r - DEPRESSED CURB SECTION L *' -6 - Ai ppBlDfN1KLGRWEwnYfl (]tKY, Fl - DEPRESSED CURB SECTION I AGE or aver AT SOMPYrAi K PAWLS 61 fife 1 Y_ al FACE rx MAAc"'CURE - r i "0 OF , ROACA'AY - : cuTTRNs}lRAAEtl "I �_ 1• }a t ' 1 velu•_t CEMENT CONCRETE . ?••,. / TRAFFIC CURB DEPRESSED CURB/DETAIL ATPr91DSNt1Ar Cn CorAMaRGat URpffwpvB, AND AUEva CF4TML NgTES' ' SeY xwr,deldPmildl A'Idl'J1.1ev<v'f6+PN el'sr4M u+rdrerlM AlMltb-.`dl's.:. g. Ta ppiprMAbMI1M1'P.tliHP.ry C,b aOuaY•9ectlw aro a'aeeek lynlMX. - -. STD. PW 101 TiBLic nORK= CENfENt CoNCREtE CURES bPP.t ED /�q� .f OFPARTAIFE �1 1Y•:"�-f- IIR] AS-EWU iptizl �1 F �m` 48 ,�R 1 Oi'x¢M•W k14[r i,[M. YLP 07.13.18 MAJ 50A"r'T�S SCALE: 1nKS� S AS NOTED D.R. STRONG 1. fiEEHMA [LFRM2ntYN l!t AL IX59XFEY DRMENTCONCRETE `-Cm DESIGNED µ.y CONSUL TING ENGINEERS J MGM 3)ER / (SNOTE EE 3) DRAW"` Apr nN'a n x[i10EFHaPna4. V41rIRA6ra€oG81 w NidC PE fi-se 2P�'r CEMENT DFYRF.68E0 MONOUINIC ENGINEERS PLANNERS SURVEYORS H eNM,afS ME x1Nr n16A ADJAMPTOCURS CONCRETE- ;�Y SIDEWALK CURB A GVT1ER (BEE DETNLTNe SHEET) AT FULL SCALE ;.Mr.: AE,n IF NOT ONE INCH 620 -7TH AVENUE, KIRKLAND, WA 98033 NO REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TYPE C28 -. ISOMETRIC VIEW - (COMMERCIAL, WITH SUFFER) NOTES 1. When a driveway width exceeds 13 feet, Construct a NII depth expansion joint wlh 318' Jolnt filler along Ina driveway Arne Ilnae lrAceoF amn aeEoeiREeem IAINa DDTAe sae aid. plan 102). Construct ex Vision lDmm ISI wgh the ( ) ITpBa ps centerilne as required at 16' mexlrnum sparing when dNveway q eggs a1¢ r on mmeHter EormucnoN mw ,1 , widths exceed 30'. am"lea atR' 1• � 2. See aid. plan 102 for olderwalk details. aoPrmvAr 3. Curb and gutter shown, olher Curb designs may be spsciged. J See old, plan 101 for curb details. ' • t �( 4. Not used. I r I 8. The engineer will design all driveways to Include elevelons at all xoTe DRN6WAYWWMDIWLamN 4II IR Lf oE1 points marked with symbol "Xe. All elevations are at the back ofDEPfrEBB B a CURER DETAIL top on uphill aide. 8. Not used. T. For Driveway Widths one DRIVEWAY STANDARDS (See NOTE 10). The expansion Joints (see std. plan 102) shall be Spaced as shown in the corresponding lsomeft Wow. 8. Slopes shell Comply with sections 8303.2.1 or 8303.2.2 or R3032.3 of the Revived IME Guidelines fbr AccoulblePublic ��-- FACe OF ADJACENT CURS �� r Righlvrof==Way of November 23,2005(PROWAG). _ 9, Curb returns for any Type C -MAX Driveway may be approved on R SURFACE a caeaby'cese peals. •Vii" 10. STREET STANDARDS- Penton Munldpal Code(PMC) THIS IV Development ReBulatlons - CHAMP 6STREET AND UTIDRSTANDARDS Section 4-9-060 STnEETSTANDARDS DEPRESSED CURB DETAIL AT RE910ENTUIL ORCOMMERCULL DRIVEWAYS, ANDALISYS DRIVEWAY STANDARDS . Renton Mvnicfpd Code (RMC) Ddvewey Example: TYPE CIS Title IV Development Regulations ) I CHAPTER 4GCPmmereNl R=Rniaelael, I CRY -WIDE PROPERTY DEVELOPMENT STANDARDS NOPberarlame, Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAX -4 III cemmelPg4 SHP), BlankxNo BliRer REGULATIONS R-Bu88r(Pl." sm. FLAT! 1048 PUBLIC WORDS CEMENT CONCRETE DRIVEWAY 1 DERARTbIENT ENTRANCES- NOTES AND DETAILS 41E IIR] AS-EWU iptizl �1 F �m` 48 ,�R 1 Oi'x¢M•W k14[r i,[M. YLP 07.13.18 MAJ 50A"r'T�S SCALE: 1nKS� S AS NOTED D.R. STRONG 1. fiEEHMA [LFRM2ntYN l!t AL IX59XFEY )t IN fee... JSY[tebN DESIGNED µ.y CONSUL TING ENGINEERS DRAW"` Apr nN'a n x[i10EFHaPna4. V41rIRA6ra€oG81 w NidC PE fi-se 2P�'r It --.••; ONE INCH ENGINEERS PLANNERS SURVEYORS H eNM,afS ME x1Nr n16A ADJAMPTOCURS -edoll. :,. P:1.,P Rel CHECKED: AT FULL SCALE ;.Mr.: AE,n IF NOT ONE INCH 620 -7TH AVENUE, KIRKLAND, WA 98033 NO REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 0 425 827 3063 F 425 827 2423 - Mw IIR] ,..� t�i' OfrAS '�1 Sx1uN8(C+l JUINT S': CD31S+tAtmNJU1VT PUBLIC WORKS CEMENT CONCRETEBPD. p " 108 `l 4 DfiPARTF1RNl' _ $113111 .If • t'pR[ 'L"p' EXPANSION EXPANSION JOINT JOINT 4 ANCHOR BOLT -14 PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE EXPANSION FROM JOINT NOTES.• 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERWCE 4 4 4 4 rA7,y,:, MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT EXPANSION JOIN NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION 0j BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS R=383507 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY VERTICAL: NAW 8311 •� CITY O F HOR12pNTAl: HAD 198J/1991 RENTON DVITUM Planning/Building/Public Works Dept. C -D' l2 - 3S"�.7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: An - Date:14&15 BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 A - N 01.20.2015 RE PAGE: C7 7 iptizl �1 F �m` 48 ,�R 1 3 M4x• RtT Oi'x¢M•W k14[r i,[M. 4 1 1nKS� S ` � . 1. fiEEHMA [LFRM2ntYN l!t AL IX59XFEY )t IN fee... JSY[tebN rj•' µ.y "i J Apr nN'a n x[i10EFHaPna4. V41rIRA6ra€oG81 w e eL PE fi-se 2P�'r It --.••; H eNM,afS ME x1Nr n16A ADJAMPTOCURS -edoll. :,. P:1.,P Rel 1,( rWforf, KF 5Hm1' `*N+uEeorr,*srrt%°vf.ct ;.Mr.: AE,n ,..� t�i' OfrAS '�1 Sx1uN8(C+l JUINT S': CD31S+tAtmNJU1VT PUBLIC WORKS CEMENT CONCRETEBPD. p " 108 `l 4 DfiPARTF1RNl' _ $113111 .If • t'pR[ 'L"p' EXPANSION EXPANSION JOINT JOINT 4 ANCHOR BOLT -14 PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE EXPANSION FROM JOINT NOTES.• 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERWCE 4 4 4 4 rA7,y,:, MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT EXPANSION JOIN NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION 0j BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS R=383507 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY VERTICAL: NAW 8311 •� CITY O F HOR12pNTAl: HAD 198J/1991 RENTON DVITUM Planning/Building/Public Works Dept. C -D' l2 - 3S"�.7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: An - Date:14&15 BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 A - N 01.20.2015 RE PAGE: C7 7 Y i SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. MA ER TINS RANCH NE 16TH ST o 56 ,HIGH PC EL. 466 10 7 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 t NO. NE 16TH ST TC=454.00 BC=453.50 TC=454.44 by BC= 453 94 / M ro 0 N FG=453.93- FG=454.03 TC=453.92 BC=453 30 FG=453 73 FG=45383 rn I CURB RAMP "I" GRADE SCALE: 1 "=10' YLP DESIGNED: ',•1 D RAWN: MAJ rrNc REVISION I BY I DATE I APPR I PROVED';•' q l M � OR 3AF S(OPE- �'4/�MAk EcT 7F/F,V SIDEWALK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCM£ ACCORDINGLY 6" 53' R. 0. W. 26' PAVEMENT WIDTH i' PARKING LANE 213 01 8" WA— 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 8" CRUSHED ROCK: CSTC .02 FF`T/FT ROAD "A " STA 10+00.00 TO 16+55.87 NTS 0 VERTICAL: NAVD 1989 HORIZONTAL: HAD 1993/1991 DATUM 11.50 SUBGRADE SLOP! 0.02 FT/FT GRIND AND OVERLAY AS NECESSARY TO OBTAIN 2% CROSS SLOPE 6" .02 SOUTH HALF NE 16TH ST NTS 3 0 W SLOPE 8' PLANTER 5' CEMENT 4:1 MAX• T TMEN 6" CONCRETE OR 3 FEE SLOPE SIDEWALK F 2;1 MAX r�rT .02 FT./FT � CATCH BASIN & STORM SEWERS (TW.) SIDEWALK i LOPE 4:1 3 FEETTHpE � FOR MAX-SLO 2� VER77CAL CEMENT CONCRETE CURB & GUTTER CATCH BASIN & STORM SEWERS SEE PLANS C9 AND C11 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. C D, 9— 3�3�`U� R-382308 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: C ti BY: 3: BY: Date: 2 Date: ti �1 2 � 3 i3 2 J 2 LI w 5' .I 00'5/TING S" SVP'TAR} 14 +,, 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 8" CRUSHED ROCK CSTC VERTICAL: NAVD 1989 HORIZONTAL: HAD 1993/1991 DATUM 11.50 SUBGRADE SLOP! 0.02 FT/FT GRIND AND OVERLAY AS NECESSARY TO OBTAIN 2% CROSS SLOPE 6" .02 SOUTH HALF NE 16TH ST NTS 3 0 W SLOPE 8' PLANTER 5' CEMENT 4:1 MAX• T TMEN 6" CONCRETE OR 3 FEE SLOPE SIDEWALK F 2;1 MAX r�rT .02 FT./FT � CATCH BASIN & STORM SEWERS (TW.) SIDEWALK i LOPE 4:1 3 FEETTHpE � FOR MAX-SLO 2� VER77CAL CEMENT CONCRETE CURB & GUTTER CATCH BASIN & STORM SEWERS SEE PLANS C9 AND C11 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF RENTON Planning/Building/Public Works Dept. C D, 9— 3�3�`U� R-382308 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: C r Date:? I6 -!S BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD X -SECTIONS AND RAMP GRADING DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT N0. 14103 Q — � 01.20.2015 PACE: C8 R X I - I SSMH ._.. 23 RIM -02.9h RANGE 5 E, W.M. 3 X 8'PVC= 40 123(F:} X ELEC 1 0AOUN6--..il X CONNECT. i� r I 12 c.:/f-4 %4N)i I _ W/' IHRU CURE? INLE ELECT. CABINET -- I 476.00 N CONI. PAP r. n w 4 �' Sa1aN tilts 4 2 79 r, Pvc{N s) R PVY t W.i Ic a6� 4 I CTR CHANNEL I ( C:8 PIM r4fi8.82 s`P c d�5.za{w 12"Cpl' d6d.92{E,W IM 4.7944 (SE) OUT r - --trFlLr-+oww I JE 06374 (NW) I 7 IE 46+24 ($*) IN Ile,463m (E) DUI ( TNRU CURB'GJLET11 I 'B1-D/REC7T11NJA4 I VANED GRA I StWll _) lee 01V d�511(N) }{1 SOMI i 1,1" Rill 46! 7.• t 1 B pvC�Am 43{vj 12610 Im IE' t TYPE 1L V UI 1, 10.67 RT RIM 463x81? 9 2 7.2;L(SW) /N 1•0� � (E) OUT 910 1 Y ' is"x: I�e )e / I " RiM 472.419-:51 t 16",/E 469:66 (W) /f1469 12j1E 4691-(E) OUIT�4tAj 7 I 1 2 �^ �� � I APP OVED EQUAL,11+8,�14,1 I 35,50' RT (_ 473.05 RIM : YE 4,7 .09 ($f) IN, �I4/T � CB 3 ' PI I Ij 114 ;11 470,`40 (e,wJ i ?� RIM LT _ HOUSE SE 1/4 SECTION J. TOWNSHIP 23 N. RANGE 5 E, W.M. 3 :dSll��l 12.17' J. 00 I RIM29.32,' Is '• 1 t2 --IE r I 12 c.:/f-4 %4N)i I _ W/' IHRU CURE? INLE tE► 476.00 81-D1REC770NAL VANED GRATE 8 4.40 602 PRIK TYPE 1`d 9 : APPROVED ` i+El 4+29:32, 35.50' LTL 475.80 14 6 r�- 4•, 472.00 5 � 475.50 I , 8 475.40 1 tiCllir 773 9 475.50 )e / I " RiM 472.419-:51 t 16",/E 469:66 (W) /f1469 12j1E 4691-(E) OUIT�4tAj 7 I 1 2 �^ �� � I APP OVED EQUAL,11+8,�14,1 I 35,50' RT (_ 473.05 RIM : YE 4,7 .09 ($f) IN, �I4/T � CB 3 ' PI I Ij 114 ;11 470,`40 (e,wJ i ?� RIM LT _ HOUSE SE 1/4 SECTION J. TOWNSHIP 23 N. RANGE 5 E, W.M. 3 471.20 12.17' J. 00 I RIM29.32,' Is '• 1 R<ET,=4;4Z MAEl4TINS RANCH mo D181!0- F+65.65, " •• - f+65.65, 1.26' LT 1' ' = p2( 441.'9{b SOLID COVER , 'rI $ PVC;a.43T. u(L'} id°[1!-•1'i9,N9(NEi ftiM :.130.95 . I 1.... .. .. _..._. .. RIM i8d:9% art'c 44 MISS 1E-4498$ (SE) IN P10A i 6 sS sn s 1y a=154 A9(:aiv}i 313 $N£ IN,OUT �ov� crpun�, - alna�a4 sD 2 rt4�a.r-a{N } I I ~..Be IN (FROM I w`r,P I111 ' r� 6'ps 4aG 11tH} C T FOOTING DRAIN)IT c, PP 71(0x) l SD PIPE iN1N i i F l ��� -baa65(L)� , NEW 12" D.I. OB 1. TYPE i ( ' lE AT EX. -- 1 t b ,n.h7„ 1 X439 85 j s+4438 1067 RT f ��--�__ RIM 454.81- i 1 M 0432? 0 IErf6981- (W) IN W! _ l 1 B ❑K c 3 12 -Tt IN. OPT % I I I •1 6"0 PVL: WHITE ;� 4 11 SSW I .,. RIM -Q86 Is -- 8 F 2'.,-454.99(N,WV , a 'i 1 V�.r• l Y __ 1 v� 1 CTR CHANNEL. 11"17. �T ' , r RHA 466.74 j( P -459,08(W) ' I CB 601 TYPE 1 . 14+29.32, 1217 RT ad1,, 473.31 RIM 1173 - 470.2+ 12" IE 47&22 (E) OUT W/ THRU CURB INLET 10"F 81-D/REC710NAL12 / VANED GRATE s^r w°r f I GROSS/NGGROSS/NG /NF�MATIA tl I SHEET C20 (T)P.) tI � I � M Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AT MIN. 0,5% SLOPE W17H t`f ANOUT'(TYP.) 10 ' PIT WDE 11x6" MARKER 1 f0' U71UTY `-rEASEMENT L' -L CiV 5- 7YPE`1- - - 1'13 59.64,112.17';L RIM X76; 473'9 1w I 4469 ' i DEP 7H TO IE 3 471.20 12.17' J. 00 I RIM29.32,' Is '• 1 t2 --IE r I 12 c.:/f-4 %4N)i I _ W/' IHRU CURE? INLE i' � 476.00 81-D1REC770NAL VANED GRATE 8 4.40 602 PRIK TYPE 1`d 9 : APPROVED ` 3.00 4+29:32, 35.50' LTL 475.80 14 6 r�- 4•, 472.00 5 � 475.50 I , 8 475.40 1 tiCllir 773 9 475.50 472.50 3.00 10 475.80 472.80 3.00 i) �9�'AftOx LOCAPOD 471.30 300 � �F Lx ,�irf� rart«ralttr 1 470.25 ti A \i 1 469.50 1 466.50 3.00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AT MIN. 0,5% SLOPE W17H t`f ANOUT'(TYP.) 10 ' PIT WDE 11x6" MARKER 1 f0' U71UTY `-rEASEMENT L' -L CiV 5- 7YPE`1- - - 1'13 59.64,112.17';L RIM X76; 473'9 SIINI P8I r ur �sr,oS i' 1suAl „ a r c 129 r ,.. [? �g9_.0w,, 23+89.22, 24.83' LT (CTR.) CH SOLID COVER P 43 RIM 45259-(.2 a r p..43 1{w} o ,�D 1,= �e Fm, L r �F. I 12" If 44 7# (W) IN CB 8 TYP 2 48 j 12" 1E -44f.9 -7 -(ES IN, 24+46.14, 24.74 LT GRATE) INSTALL ON EX. 12 SD RIM 448:98 44 g •03 r 1 1 6" lE 045.88 (N) IN 444 A9 23+77.79, 10.67 RT 12' IE 441.40 (EW) iN,OUT441.3EF ISA 6 i EX, CB TO BE REPLACED RIM 45346- 40 12" IE 46016 (NW) OUT 450 as I ' , CB if TYPE 2 72"M IZ'(w)= 447.54 23+65.65, 28.41' RT It sw� v 442-151 n SOLID COVER I ; RIM 456AVS- 41 �'• 18" 1E -44+9f (S) IN 444.91 12" !£ 442.62 (N) OUT(BA) SEE DETAIL ON SHEET CII If 18" OU11ET _, � �NnoN VAULT r I! SEE SHEET C12 FOR X -SECTIONS' AND DETAILS �- 16.00' TEMPORARY I t. f, CONSTiUC770N I I EASEMENT tt o'1 RIM 9593 4b0.z� •'r IE 46493- 4(o 1. To CB 702, TYPE 1 12+64.96, 18376' LT i �I ��� ` «` RIM 45&09 457. (O s I IE 464,00 453.44 " '` k B 7 i 471. aftwl 1. 17 4f5+12.79, 12.17 LT 11 4?IM 4M99474.13 IN 470 ° 2 (N) OUT476:,58 I �',• 10' PRIVATE I DRAINAGE fSMT 701 PPI?OVfD EQUAL I L; .. .. 15+1R.79, 35.50 L ; I RIM 70.61 474n91 IIB" /E ''' I . NOU 1.•13 11 411. c16(w) kIi `I I , 5 I itIL ISF I 1. 114 DEED NO. I,l DEED NO. 6468344 I 7207120398 � � HOLDINGS LLC CJS 403 16 J'' :N 6" 476,43 tw) s' `" 470. e7 (E) `;,470.5445) C8(o 4"410.01 = IZ (N�5)A}4o9,82 j j t �{�44 LF l I s ,1 PERFORATED PVC PIPE I O 200% MIN. PER DETAIL ON w SHEET C13 I i IN7ERCEPTOR ON SHEET C13 i I� I j I I I � ' �I I I I j D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, INA 98033 0 425 827 3063 F 425 827 2423 NO. FRONTYARD SPLASH BLOCK CONFIGURATION FOR LOTS 1-10 TYP. STORM STUB SCHEDULE ' 124 IE 46908 (5NW) I 1 •� c(s� v 4469 ' i DEP 7H TO IE CBgB2 E 1 471.20 12.17' J. 00 I RIM29.32,' Is '• 1 t2 --IE r I 12 c.:/f-4 %4N)i I _ W/' IHRU CURE? INLE i' � 476.00 81-D1REC770NAL VANED GRATE 8 4.40 602 PRIK TYPE 1`d 9 : APPROVED ` 3.00 4+29:32, 35.50' LTL 475.80 3.00 6 r�- 4•, 472.00 3.70 S SIINI P8I r ur �sr,oS i' 1suAl „ a r c 129 r ,.. [? �g9_.0w,, 23+89.22, 24.83' LT (CTR.) CH SOLID COVER P 43 RIM 45259-(.2 a r p..43 1{w} o ,�D 1,= �e Fm, L r �F. I 12" If 44 7# (W) IN CB 8 TYP 2 48 j 12" 1E -44f.9 -7 -(ES IN, 24+46.14, 24.74 LT GRATE) INSTALL ON EX. 12 SD RIM 448:98 44 g •03 r 1 1 6" lE 045.88 (N) IN 444 A9 23+77.79, 10.67 RT 12' IE 441.40 (EW) iN,OUT441.3EF ISA 6 i EX, CB TO BE REPLACED RIM 45346- 40 12" IE 46016 (NW) OUT 450 as I ' , CB if TYPE 2 72"M IZ'(w)= 447.54 23+65.65, 28.41' RT It sw� v 442-151 n SOLID COVER I ; RIM 456AVS- 41 �'• 18" 1E -44+9f (S) IN 444.91 12" !£ 442.62 (N) OUT(BA) SEE DETAIL ON SHEET CII If 18" OU11ET _, � �NnoN VAULT r I! SEE SHEET C12 FOR X -SECTIONS' AND DETAILS �- 16.00' TEMPORARY I t. f, CONSTiUC770N I I EASEMENT tt o'1 RIM 9593 4b0.z� •'r IE 46493- 4(o 1. To CB 702, TYPE 1 12+64.96, 18376' LT i �I ��� ` «` RIM 45&09 457. (O s I IE 464,00 453.44 " '` k B 7 i 471. aftwl 1. 17 4f5+12.79, 12.17 LT 11 4?IM 4M99474.13 IN 470 ° 2 (N) OUT476:,58 I �',• 10' PRIVATE I DRAINAGE fSMT 701 PPI?OVfD EQUAL I L; .. .. 15+1R.79, 35.50 L ; I RIM 70.61 474n91 IIB" /E ''' I . NOU 1.•13 11 411. c16(w) kIi `I I , 5 I itIL ISF I 1. 114 DEED NO. I,l DEED NO. 6468344 I 7207120398 � � HOLDINGS LLC CJS 403 16 J'' :N 6" 476,43 tw) s' `" 470. e7 (E) `;,470.5445) C8(o 4"410.01 = IZ (N�5)A}4o9,82 j j t �{�44 LF l I s ,1 PERFORATED PVC PIPE I O 200% MIN. PER DETAIL ON w SHEET C13 I i IN7ERCEPTOR ON SHEET C13 i I� I j I I I � ' �I I I I j D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, INA 98033 0 425 827 3063 F 425 827 2423 NO. FRONTYARD SPLASH BLOCK CONFIGURATION FOR LOTS 1-10 TYP. STORM STUB SCHEDULE LOT FG lE DEP 7H TO IE 1 471.20 468.20 J. 00 2 473.40 470.09 3.31 3 476.00 471.60 4.40 4 476.00 473.00 3.00 5 475.80 472.80 3.00 6 475.70 472.00 3.70 7 475.50 471.52 3.98 8 475.40 471.23 4.17 9 475.50 472.50 3.00 10 475.80 472.80 3.00 i) 475.30 471.30 300 12 473.25 1 470.25 3.00 13 1 469.50 1 466.50 3.00 *NO7E.• INVERT ELEVA77ONS ARE AT RESPECTIVE CLEANOUTS YARDDRAIN STORM STUB SCHEDULE LOT lE FG DEPTH TO 1E 11 "463 85 466.06 3.01 12 -,0-3945 462.47 3.15 13 AX& n • 460.07 4.05 *NO TES.- 1. ES:1. INVERT ELEVA77ONS ARE AT END OF STORM STUB. 2. YARD DRAINS ARE TO BE NYLOPLAST 8" DRAIN BASINS (2808AG) OR APPROVED EQUAL. SEE SHEET C14 FOR DETAILS. al 1l5'Bu+t4 IE 1S 8 6 0. 8' lune) 54..b bo, as pl" by CeA1{r 46- %A- 2E. NOTES: i. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM ILWACO AVE NE AND RENTON ISSAQUAH RD FROM THOSE LOTS THAT ABUT IT. 2. FLOW CONTROL BMPS CONSTRUCTED ON LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER 3. THE CITY WILL HAVE ACCESS TO INSPECT THE FLOW CONTROL BMP'S TO BE CONSTRUCTED ON THE LOTS. THIS KILL BE INCLUDED ON THE FACE OF THE FINAL PLAT MAP. 4. ALL TRENCH RESTORA77ON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. 5. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY 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 REPAVED. t0- (o, Spti+ R.A.•l4wct_"{o 6tlnm�licst LANDSCAPING NOTE 1. TRACT "A" WILL BE OWNED BY HOA AND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE D£TEN710N VAULT AND ALL STORMWATER FACIL177ES IN THE TRACT WILL BE RECORDED. 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAINTAINED STORM ELEMENTS.• 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. I LOCATIONS PRIOR TO CONSTRUCTION. ) VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. ALL SEWER INFORMA77ON IS PER FIELD SURVEY BASED ON ABOVE DA7UM. FLOW CONTROL BMP NOTES: i. THE DE7ENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO I SPLASH BLOCKS THUS U77LIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 500( THUS INCREASING 7HE ACTUAL ALLOWABLE BUILD -OUT IMPERVIOUS AREA BY 700 S.F. 11.1nC (50% OF 1400 S.F.). 2. BASIC DISPERSION NA SPLASH BLOCKS HAS BEEN U77LIZED FOR THIS PLAT. THIS REQUIRES 50 LF OF VEGETATED FLOW PER SPLASH BLOCK. Rs•8w,14 s� 41.181 3 FLOW CON7R0L 8M PS CONS7RUCTED ON EACH LOT SHALL BE OPERA7ED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 458.98 4y4.cos PRIVATE DRAINAGE EASEMENT NOTE. PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEF177NG AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLA L III A Tr -r] /11 1 A l ITV A I/) TC. I i l ASIC D ERS/ NA I LASH BLOCKS I LOTS 11-13 7O It13 USED FOR FLOW I I I CONTROL BMP (TVP.) ) g F: 7tF c C } I t 11.1nC BACKYARD SPLASH BLOCK CONFIGURATION FOR LOTS 11-13 TYP. MYLAR YUP 07.13.15 MN SUR E E0: SCA E: VERTICAL: NAVD 1988 811S NOTED G� HORIZONTAL: HAD 1983/1991 DESIGNED: AS 1 L MAJ DRAWN w ONE INCH CHECKED:: 1 AT FULL SCALE MAJ IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAI R-383509 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :6 CITY OF ML RENTOR Planning/Building/Public Works Dept. C D7 2 - 3 r -5-S-0 q NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STAND A DS BY. Date: S !S BY: ! Date:?"fib-is BY: Date: BY: Date: MAERTINS RANCH STORM DRAINAGE PLAN PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 JAI -11 FIFO 20.2015 PAGE: DRAWING NO: C9 SHEET: OF:20 x x x x x x U Q li z ry 1- LLQ L SE, 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MAER TINS RANCH I H. P. ELEV = 475.00 H. P. STA = I. 1.71 LP,.£LEV _a, 473.56. _ .__ ..__._�_.. .._._ 490 __._.__._.__,_ _ PN STA = 12+29:31....._____..�_,..�._.__._�____._..__�__... i.__._____ _ ____. _ _.___ __ _ .___ _.. L.P. STA = 14+19.32 I L P. EL 46201 PN ELEV - 75.41 PN STA - 14+29.32 L.P. STR = 10+39.31 AK = 17668 PN ELEV = X7341 PN STA) - 10+45.32 A.D. - 2.00 PN ELEV - 466.80 100' VC( K - 30.60 A.D.1 - 6.68 60' VC! 4,49 �0' IQ i L n N ___.._. In -480--__-��N w w _.a d d +R/W LU= 3Id I �2 d I EXIS77 G GRADE AT m PROPOSED GRADE AT w'p w PARCEL NO. SE RENTON p ~�q gc�t y i 00I ! R.O.W. CENTERLINE ROW CENTERLINE i y,, y 0323059167 ISSAQUAH RD+ L._...__._L� _.............. _ ._ ... __ ,. _ _. _ I ii _ �p -- f ___--__.___ - t 1 I i �2� w 0.90% O1'N�`•i c10,� 12" LCPE 0.1,99.5 ( ._._..' .,. ------ +-_. _..__, <(n04. ti ti 'TX.� __.. _.. 70 12 LCPE 470- y( d; I 1 LF 12" LCPE . _ I . -� � 1�'/u i i i i Cfl 6 TYPE 1 � � 1 •, ( 1 RIM 47349-• i E O C.... 2: CB 7 TYPE i _1.2 L _..._.. {__.. _ __ ._....__ _.._ . __.. _ _ __. _.__.._...._. __ 6"';IE 47&. (E) IN R/M 47agS 4'14'.11 ___.___.__. ___.._�_.I t2 12 /E-169 FB {iJjOUT -- CB 5 TYPE 1 N[s) Wj THRU CURB INLET 8 LF CB 4 -TYPE 1 �7D b2 6 4"1Q'1b 1 RIM 472.4635 q/,e� lE'fT1iI (E) :IN (R3) 4 10.119E 12" IE-4FVN)OUT-46i, s C BI-DIRECTIONAL 12" IE 498:61 (N) WT47b.'rb (AB) + 6 /E 4(r•7.4� i RIM 473 r�6 9 38 LF 12" LCPE 38 LF 181 LCPE O 82>S {PZ) " GRATE TO CB 2 ' Z,, 12 /E-169,88 (S, NW) IN,OUT � 2S 1 1.527 0-8.9514 (P302)a•b s 1 i 41"9.�-i CS) LF 12" LCPE 0-18�f (P801) _.._._ . CB 302 70 CB 301 CB 3 TYPE 1L' I 24 LF;12" LCPE 0-f.-3 3iF(P401) L)(ec) 2E1 _ _ _. __. .-----..-_ - .- _�___ ,_ ___, . __ _460._ _... ._.. pa)__...�_ - - _.__._ i _tw�l _ j---_� ce eof TYPE i _ _...__.._ __, _.__ i ' 460 _ I - _, I i 12" IE 3.11 CB Of TYPE 7 RIM 473.39-31 6" ) IN gb3.3 j RIM 47216 31 ( i % ( i 6" iE (W) IN 41.9. 5 12; IE 410" (E) OUT47o.+S .169:81 (NE) OUT442. 9 ( W/, THRU CURB INLET W/ THRU CURS INLET 12" IE -469.16 -TE) OUT 4-V 1I.1'J BI 'DIREC77ONAL GRATE _ _._.._. i BI-DIREC77ONA� GRATE I --- _ R!M T yPE-_6. j .. CA 1-LF`11 LCPE-0'-2:09xi(P301)'TO'L& SOY 12" I£ 4B3i4 lNw) !N 3.1o9H) 1.95% i I ROAD "A» 6' If 464.14 (SW) IN4. 4.00 (RESIDEN7)A�L ACCESS) 1� ITMR E�NOUT+ '1.100 i{ / TI rn rn v v N) N 001 cow vN N rj - N o M vj Ol M w N ! t\ r• n V V 7 "? O .�F N os h h v h Ni Yj vj n � NNn Hf 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS i. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT WITH THE CITY OF RENTON PLAN REVIEWER. TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 2. ALL C0NS7RUC770N SHALL BE IN ACCORDANCE KITH THE 2014 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 15 FETET FROM THE TOPNOFT BE PERMITT CHANNELED 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR MUNICIPAL CONS7RUC77ON PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL, J. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPAR7MENT. ANY DEWA77ON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER U7ILITY SEC770N. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVA77ONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTA77ONAROSION FACIL177ES MUST BE IN OPERA77ON PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA77SFACTORILY MAINTAINED UNTIL CONSTRUC77ON IS COMPLETED AND THE POTEN77AL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETEN770N/DETEN770N FACIL177ES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNC77ON WITH ALL CONSTRUC77ON AC77WTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SEC770N. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCH17ECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER U77VTY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SEC77ON 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA77ON FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. IL�� Cell 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC 13. ALL CB'S TYPE -1 UNLESS OTHERWISE SHOWN. 14. ALL PIPES LCPE UNLESS OTHERWISE SHOWN. 15. STA77ON AND OFFSETS TO CENTER OF STRUCTURE UNLESS OTHERWISE SHOWN. 16. ALL GRATES ARE VANED GRATES UNLESS OTHERWISE SHOWN. 17 OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 18. ROCK FOR EROSION PR07EC77ON OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (i) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS.- 4 PECIFICATIONS:4 - 8 INCH ROCK / 40 - 70% PASSING,• 2 - 4 INCH ROCK / 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. ALL BUILDING DOWNSPOUTS AND F0077NG DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CiTY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CER77FIED AS -BUILT ORA WING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 20. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CON77NUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED AC77ONS TO PROTECT THE LiFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PR07FCT PROPERTY IN CONNEC17ON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL .TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SEC77ONS OF THE WSOOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. MUST HAVE AN APPROVED COR TRAFFIC CONTROL PLAN AND HAUL ROUTE. LAI AR I YLP 1075 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033I N O. 0 425.827.3063 F 425.827.2423 REVISION HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VFRTICAL DA TUM: NAVD 88, PER CITY OF RENTON VER77CAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 46776 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE. . ELEVATION = 327.71 FEET. RA_SIS nF RFARINGS. N125'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 ASI -MILT DESIGNED: fltAl DRAWN: w CHECKED;.• , BY DATE APPR APPROVED:IA l AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRAPHIC SCALE 0 20 40 80 kno-11NCH = FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT VERTICAL VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DIAWM DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY R-383510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BYw Date:7j/s%/!r BY: Datel-14-IS Im :& 3�- CITY 0� MAERTINS RANCH RENTON ROAD AND STORM DRAINAGE PROFILE Planning/Building/Public Works Dept. PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAHN Date: Date: DATE: 0 EL00202015 PAGE: DRAWING NO: C10 z w 4 X X X U Z ry QN SE 1/4 SECTION J,' -UNSHIP 23 N, RANGE 5 E, W.M. MAERT/NS RANCH 20+00 20+80 21+60 22+417 zs+zv tgtvv lc-rTul HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATON = 467.76 FEEL 2 CITY OF RENTON CONTROL POINT NO. 2092 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N12528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG 714E EAST LINE OF SE 1/4, SEC. 3-23-5 IL�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0 HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0425827.3063 F425827.2423 1 m REVISION YLP on 1 DATE I APPR SURVEYED: sis DRAWN: w CHECKED: APPROVED MA1 GRAPHIC SCALE 0 20 40 80 1= 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT VERTICAL SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY s:. CITY OF RENTON Planning/Building/Public Works Dept. CD` 12 - e'35-// R=383511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS B S Date:7k� BY: Date., -2-&-/5 BY: Date: BY: Date: MAERTINS RANCH ROAD & STORM DRAINAGE PROFILE PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IA 01.20.2015 PAGE: C11 W Q U z z E- U W 0 a_ z F- ry Lv G IBOV 444. IBOV 4 1 I I 1 i I I I I I I I 1 12" AIR (TYP.) IE 44560 44A .91 180V 444.50' /Hb\ DETENTION SCALE: 1"--20' T PLAN Fri' � Ei � CF.1 • �i�7 �F� mil f•�.� � DETENTION SUMMARY SHEET I\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) t -,y HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 t, W.M. MA ER TINS RANCH FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYP.) RIM= -+45785 5x10' GRATE FRAME AND 24" RIM 456.54'ROUND SOLID COVER (NON -TRAFFIC BEARING) 5'x10' GRATE MARKED "DRAIN" WITH FINISHED ED ' RIM ±456.54' LOCKING BOLTS (TYP.) GRADE2X2ACCESS OPENING (NON -TRAFFIC BEARING) RIM=1458.00' RIM=-* 458. DO' \ EL. 457.87' y/\\/ EL.456.54' 2'X2' ACCESS OPENING FINISHED EL. 455.50' RIM -±457.05'/ GRADE RIM=1458.00' 0.5' FREEBOARD / / \ 2 \/ \\ /\/ \j //\\\ \%/�jj\\ W • L EL. 454.50' J EL. .1456.54' INLET 6" PVC _ - - T -- ------ /�\\\\ _ \\ \ \ \ \ ,/ -- T 454.00 \ - /\ /\/ �\/ /\\/\/ /\%�% //L4 EL. 455.50' IE 453.50 I /\ _ ...:. '.a . - - EL. 454.50 °. ------ ------------------------------------- IE 450.25 a i% --_____ _ ___T_____ 0.5 _FREEBOARD ____ -__-_ ° EL.=454.00 ----------------- - _ t ADD LADDERLl 10.60' L¢,1 INLET 8" RUNGS (TYP) \ - PVC PERF. ADD LADDER 2 2 RUNGS (TYP) ADD LADDER _ _ - IE 453.33 W W 18" CMP -RUNGS (TYP) - - TOP OF SEDIMENT STORAGE -\ RISER CONTROL ' - ADD LADDER a EL. 445.00 o, STRUCTURE _ RUNGS (TYP)� p a - 0.5' MINIMUM 18" OUTLET - SEDIMENT STORAGE lE 445.00 - _ - (TYP.) - - j -- EL. 444.50' . ? 5 EL. 444.50'HIGH POINT EL =444.50 _-------------------------------- ------------- - ------------------------------------- ------------------ - 0.5% -- EL. 444.41 TOP OF EL 445 00 0.5% STORAGE 445 00 6" PERF. FOOTING d' 4X4'X4' EL. 444.41' S'Y ° .'• 'fid 9 f • G• • • °' SUMP DRAINS (TYP)._ CONNECT TO CB 10 0.67' 6" PERF. F0077NG 0.5MINIMUM DRAINS (TYP). SEDIMENT STORAGE 4.0 CONNECT TO CB 10 (TYP') 196.00' 14.67' 14.67' 30.00' DETENTION VAULT SECTION A -A DETENTION VAULT SECTION B -B B - HORIZONTAL SCALE. 1"_-20' HORIZONTAL SCALE: i "=20' VERTICAL SCALE: 1"=4' VERTICAL SCALE: i"=4' 12' WIDE Q � o W o w X SLpPE /./M/ 45%.U- 5 X10' GRATE RIM 1456x54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT AS REQ'D FOR VER77CAL ALIGNMENT MTN COVER) PRIMARY OVERFLOW EL.= s•r. fD � MAADn �- MAX. UL51UN W.S.I I li I ll I _110V .i',.°.1.,. 444.5p, 453.31 I9OV, 444.5p' I� &OV 444.1.x' Il 4" ELBOW TRACT 'A" 18" RISER PIPE I li I I fl I 5$ I5 l 1E=451. 1& ORIFICE 0 =1.0005) I TYP.XTYP. I I 4" ELBOW 24" MAINTENANCE I IJ I I II I IE -06O. -GO 9 t Q. RISER (TYP.) I ii I i II j I u, g o I I1 0 I (SEE NOTE 4) m Immi1C Img SHEAR GATE WITH I I� ` I I"I CONTROL ROD FOR a�< I (1 I Ii 5% ISA' I(TYR TYR 1111 CLEANOUT/DRAIN I I I F1 I I�^IIS-.I IE- '445:99" I -------------- L ------ TOP OF SEDIMENT 444.91 I fJ I STORAGE= 445.00 6.00' TEMPORARY CONSTRUCTION Il w 1 EASEMENT MUST BE PROVIDED oI o o y� I ? (I ? I `� TO COR PRIOR TO PERMITS PER I PRELIMINARY PLAT COND177ONS N r-4 o BAND TO ALLOW REMOVAL INLET 8" PV C-1) � 453.33 \ ll I DETENTION SCALE: 1"--20' T PLAN Fri' � Ei � CF.1 • �i�7 �F� mil f•�.� � DETENTION SUMMARY SHEET I\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) t -,y HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 t, W.M. MA ER TINS RANCH FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYP.) RIM= -+45785 5x10' GRATE FRAME AND 24" RIM 456.54'ROUND SOLID COVER (NON -TRAFFIC BEARING) 5'x10' GRATE MARKED "DRAIN" WITH FINISHED ED ' RIM ±456.54' LOCKING BOLTS (TYP.) GRADE2X2ACCESS OPENING (NON -TRAFFIC BEARING) RIM=1458.00' RIM=-* 458. DO' \ EL. 457.87' y/\\/ EL.456.54' 2'X2' ACCESS OPENING FINISHED EL. 455.50' RIM -±457.05'/ GRADE RIM=1458.00' 0.5' FREEBOARD / / \ 2 \/ \\ /\/ \j //\\\ \%/�jj\\ W • L EL. 454.50' J EL. .1456.54' INLET 6" PVC _ - - T -- ------ /�\\\\ _ \\ \ \ \ \ ,/ -- T 454.00 \ - /\ /\/ �\/ /\\/\/ /\%�% //L4 EL. 455.50' IE 453.50 I /\ _ ...:. '.a . - - EL. 454.50 °. ------ ------------------------------------- IE 450.25 a i% --_____ _ ___T_____ 0.5 _FREEBOARD ____ -__-_ ° EL.=454.00 ----------------- - _ t ADD LADDERLl 10.60' L¢,1 INLET 8" RUNGS (TYP) \ - PVC PERF. ADD LADDER 2 2 RUNGS (TYP) ADD LADDER _ _ - IE 453.33 W W 18" CMP -RUNGS (TYP) - - TOP OF SEDIMENT STORAGE -\ RISER CONTROL ' - ADD LADDER a EL. 445.00 o, STRUCTURE _ RUNGS (TYP)� p a - 0.5' MINIMUM 18" OUTLET - SEDIMENT STORAGE lE 445.00 - _ - (TYP.) - - j -- EL. 444.50' . ? 5 EL. 444.50'HIGH POINT EL =444.50 _-------------------------------- ------------- - ------------------------------------- ------------------ - 0.5% -- EL. 444.41 TOP OF EL 445 00 0.5% STORAGE 445 00 6" PERF. FOOTING d' 4X4'X4' EL. 444.41' S'Y ° .'• 'fid 9 f • G• • • °' SUMP DRAINS (TYP)._ CONNECT TO CB 10 0.67' 6" PERF. F0077NG 0.5MINIMUM DRAINS (TYP). SEDIMENT STORAGE 4.0 CONNECT TO CB 10 (TYP') 196.00' 14.67' 14.67' 30.00' DETENTION VAULT SECTION A -A DETENTION VAULT SECTION B -B B - HORIZONTAL SCALE. 1"_-20' HORIZONTAL SCALE: i "=20' VERTICAL SCALE: 1"=4' VERTICAL SCALE: i"=4' 12' WIDE Q � o W o w X SLpPE /./M/ 45%.U- 5 X10' GRATE RIM 1456x54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT AS REQ'D FOR VER77CAL ALIGNMENT MTN COVER) PRIMARY OVERFLOW EL.= s•r. fD � MAADn �- MAX. UL51UN W.S.I .i',.°.1.,. 453.31 4" ELBOW 18" RISER PIPE 1E=451. 1& ORIFICE 0 =1.0005) 4" ELBOW IE -06O. -GO 9 t Q. ORIFICE 0 =1.20 '(A$) o 0 PIPE SUPPORT(S) (SEE NOTE 4) SHEAR GATE WITH CONTROL ROD FOR a�< CLEANOUT/DRAIN IE- '445:99" -------------- L ------ TOP OF SEDIMENT 444.91 STORAGE= 445.00 1' SEC770N OF PIPE ATTACHED BY GASKETED ry N BAND TO ALLOW REMOVAL N RESTRICTOR PLATE WITH ORIFICE 4'x4'x4' SUMP AREA 0 = 1.10" 0. C.CP8-) (SHARP EDGED SHOP DRILLED) DETENTION VAULT SECTION C -C CONTROL STRUCTURE NTS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12' NTS CONTROL STRUCTURE NOTES 1 %2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 %2" COMPACTED CRUSHED SURFACING BASE COURSE 1. OUTLET CAPACITY., 100 -YR PEAK FLOW 2. METAL PARTS. CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. J. FRAME AND LADDER OR STEPS OFFSET S0: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VER71CAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7 LOCATE ADD177ONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. CONTROL STRUCTURE W/FROP-TEE) NTS 18"0 FROP RISER A L-PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL NTS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY ILr 07.13.15 MSI SURVEYED: SCALE: VERTICAL: NAVD 1988 MY AR SJS AS NOTED HORIZONTAL: HAD 1983/1991 CITY OF DESIGNED: mm RENTON DRAWN: N ONE INCH CHECKED: AT NA 1E I Planning/Building/Public Works Dept. Mkt If NOT ONE INCH NO. REVISION BY DATE API` R APPROVED: SCALE ACCORDINGLY C.p 383512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11-4 B ; n- Date:? S gy: Date: By: Date: BY: Date: MAERTINS RANCH STORM DETENTION VAULT X -SECTIONS DETAILS PERMITS: U15-001308, B15-000196 01.20.2015 FIELDBDOK: PAGE: C12 DRS PROJECT NO. 14103 1AHNINININ h n z A FLOW 18" INLET TOP SLAB . SEE FRAME AND DETAIL PLAN VIEW STANDARD OUTLET RISER FLOWKIL• 43A STORMFiL TER DETAILS SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. M4ERTINS RA Air, H STORMFIL7ER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELEC77ON AND THE NUMBER OF CARTRIDGES THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1"55 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS S7RUCTURE IS REQUIRED. CARTRIDGE SELEC77ON CARTRIDGE HEIGHT 27" 18 LOW DROP RECOMMENDED HYDRAULIC DROP H 3.05' 2.3' SPECIFIC FLOW RA 7E m sf 1 2 m ff 1 m) 2 m Jt 1 gpmlff 2 m ft 1 m it CARTRIDGE FLOW RATE m 22.5 1 11.25 1 f 7 10 5 FRAMEAND COVER (DIAMETER VARIES) N. T. S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB11 WATER QUALITY FLOW RATE cis 0.072 x 1.45 RETURN PERIOD OF PEAK FLOW s 100. OF CARTRIDGES REQUIRED 5 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE CSF PERLITE, 2P -G, GAC PHS zpq x INCLUDING LANDSCAPING FOR THE PIPE DATA: I.E. MATERIAL DIAMETER x INLET PIPE A2 i SECTION O OUTLET PIPE 1442.621 LCPE 12 -INCHES x CONTRACTOR TO GROUT TO RIM ELEVATION * of a oa1M basin withthmiNmalst tllahldlerlce FINISHED GRADE AN77-FLOTA77ON BALLAST WIDTH x x GRADE RING/RISERS GRADE RING/RISERS Ine vitt thous Curb - NOTES SPECIAL REQUIREMENTS * PER ENGINEER OF RECORD Ir N• Ir \ ISOVE4C Mew \w� der J 1D• PLAN - 101.1 PRO D: + PUBLIC 'x,51. + DEPAWORKRTMENT DEPARTMENT W 5: h 5 wFLOATABLES Z ' g a U i .:i � BAFFLE z 71 140N OR EQUIVALENT W Q DRAIN ROCK 0 OR 6" AND 12" DIA. ASTM 3034 d SDR 35 PERFORATED PVC 1.5"-2.5" WASHED DRAIN ROCK 18" INLET PIPE 0 2 2 1/4" PERFORA77ONS ON 5" CENTERS. z /E 444.99 IA 9l ti zz 60 DEGREES or i Q2o LtJ = 5 t Y S '..i c< :i FILTER CARTRIDGE OUTLET SUMP IE 442.60MA) B16C.KE $Y F1n71ERS FLOW KIT HDPE 12" OUTLET RISER SECTION A A N. T. S A FLOW 18" INLET TOP SLAB . SEE FRAME AND DETAIL PLAN VIEW STANDARD OUTLET RISER FLOWKIL• 43A STORMFiL TER DETAILS SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. M4ERTINS RA Air, H STORMFIL7ER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELEC77ON AND THE NUMBER OF CARTRIDGES THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1"55 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS S7RUCTURE IS REQUIRED. CARTRIDGE SELEC77ON CARTRIDGE HEIGHT 27" 18 LOW DROP RECOMMENDED HYDRAULIC DROP H 3.05' 2.3' SPECIFIC FLOW RA 7E m sf 1 2 m ff 1 m) 2 m Jt 1 gpmlff 2 m ft 1 m it CARTRIDGE FLOW RATE m 22.5 1 11.25 1 f 7 10 5 FRAMEAND COVER (DIAMETER VARIES) N. T. S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB11 WATER QUALITY FLOW RATE cis 0.072 PEAK FLOW RATE cfs 1.45 RETURN PERIOD OF PEAK FLOW s 100. OF CARTRIDGES REQUIRED 5 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE CSF PERLITE, 2P -G, GAC PHS zpq 1umcrm INCLUDING LANDSCAPING FOR THE PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 44.92 LCPE 18 -INCHES INLET PIPE A2 i SECTION O OUTLET PIPE 1442.621 LCPE 12 -INCHES z GENERAL NOTES: RIM ELEVATION * of a oa1M basin withthmiNmalst tllahldlerlce DETECTABLE AN77-FLOTA77ON BALLAST WIDTH HEIGHT Aft Ine vitt thous Curb - NOTES SPECIAL REQUIREMENTS * PER ENGINEER OF RECORD Ir N• 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS N07ED OTHERWISE --- -- 2. DIMENSIONS MARKED WIN ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY, 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CON7ECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4. STORMFILTER WA7ER QUALITY STRUCTURE SHALL BE IN ACCORDANCE W17H ALL DESIGN DATA AND INFORMA77ON A CONTAINED IN THIS DRAWING 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVA77ON AT, OR BELOW, THE OUTLET PIPE INVERT £LEVAT70N. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CAS77NGS SHALL MEET AASHTO M305 AND BE CAST WITH THE CONIECH LOGO. 6. FiLTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. OUTLET RADIAL MEDIA DEPTH SHALL BE 7 -INCHES FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREA7MENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). ?URE""oL£ INSTALLATION NOTES: 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR AN77-FLOTA770M PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. )D 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIF77NG AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). J. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO 774E OUTLET RISER STUB. ST0RMFIL7ER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PR07ECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 2' MINIMUM INTERCEPTOR TRENCH NTS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) IEEE HOLDINGS LLC D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425 827 3063 F425.8272423 M S -BUILT WYLAR REVISION YLP 07.13.151 WAJ SURME D: JS DESIGNED: W/T.1 •1 DRAWN: NW CHECKED- BY DATE APPR APPROVED: WAJ Sll IK11ES /8"P %!/0"D WNNY .qmT !KNOB! 0. F�- r NON WOVEN GE07EX77LE FABRIC MIRAFI I I I 3/!' PPfMQOEO YW,t 9 I (T19)� I I 140N OR EQUIVALENT ALONG TOP TO - awsum eurml PLAN NEW REMAIN IN PLACE UNTIL ALL a ,/2' 080-. b I 2', ,• (1.Con nsN.E AAD dw,re-Noralaw® CONSTRUCTION AND SOIL STABILIZA77ON 3 � �l 10Ramvw. 1umcrm INCLUDING LANDSCAPING FOR THE GTCX Wn-ItlrnDILYO -mamNY ourTeRINonMI INDIVIDUAL RESIDENCES IS INSTALLED. 2,. i SECTION O CUT AT SURFACE AND REMOVE UPON z GENERAL NOTES: COMPLETION OF THE INDIVIDUAL LOTS. 1. The Meld of we design b gRsteN n SecO17KWvl of a oa1M basin withthmiNmalst tllahldlerlce DETECTABLE r 2. The expansionInt@ of Nine LOCATOR TAPE be -adjusted to be ki Ine vitt thous Curb - LULU Ir N• Ir \ ISOVE4C Mew \w� der J 1D• PLAN - 101.1 PRO D: + PUBLIC INSTALLATION AT + DEPAWORKRTMENT DEPARTMENT W h IOC raj I ,s� s R NDN WOVEN GE07EXTILE FABRIC WMIRAFI 140N OR EQUIVALENT WASHED ALONG BOTTOM AND SiDES DRAIN ROCK 6" AND Be DIA. PERFORATED CPP OR 6" AND 12" DIA. ASTM 3034 SDR 35 PERFORATED PVC 1.5"-2.5" WASHED DRAIN ROCK 1/4" PERFORA77ONS ON 5" CENTERS. 6" MINIMUM ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES 2' MINIMUM INTERCEPTOR TRENCH NTS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) IEEE HOLDINGS LLC D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425 827 3063 F425.8272423 M S -BUILT WYLAR REVISION YLP 07.13.151 WAJ SURME D: JS DESIGNED: W/T.1 •1 DRAWN: NW CHECKED- BY DATE APPR APPROVED: WAJ Sll IK11ES /8"P %!/0"D WNNY .qmT !KNOB! 0. F�- r Y I I I 3/!' PPfMQOEO YW,t 9 I (T19)� I I L OCISAIMM'sne E - awsum eurml PLAN NEW PAt&W rs r a ,/2' 080-. b I 2', ,• (1.Con nsN.E AAD dw,re-Noralaw® R PD'DMAY wCYRBN1e GVI19i W11FM 3 � �l 10Ramvw. 1umcrm AoAYIMEMoonpoi-Mf n .,000 NgYaANMOUTroinonEY GTCX Wn-ItlrnDILYO -mamNY ourTeRINonMI i 2,. i SECTION O ad 0.28 z GENERAL NOTES: lam.'Nac. aglzag 1. The Meld of we design b gRsteN n SecO17KWvl of a oa1M basin withthmiNmalst tllahldlerlce M the DMC. r 2. The expansionInt@ of Nine M st ad�acEdawWkstMll be -adjusted to be ki Ine vitt thous Curb - axpanebnjdnb. Ir N• Ir \ ISOVE4C Mew \w� der CEMENT CONCRETE CURB 1D• PLAN - 101.1 PRO D: + PUBLIC INSTALLATION AT + DEPAWORKRTMENT DEPARTMENT CATCH BASIN8 pAIE FRANCE! AND VANED (HIAT= Iron ,r NEONAAxa Pnoa HEpHT .Ns NR NWPa Fai,Zxald(r RECTANGULAR ADJUSTAIltrt SECTION Eton eceroe RMUCINO SECTION Co. RA[x CORNER CW EAcxaloE E.cx w+r PRECAST BASE SECTION PIPE ALLOWANCES PIPE ALLOWANCES Y Pea RAnwu MIDI RRCTANOUEAR ADJUSTMENT SECTION DIAYET.R REAPCRCEo'e ,a. PWiC IerE am oIa ALL METAL PPE 21' cPav+W r (aro. EPEC. emx) ey earowNLwc 2,. (Bro.axc.bet' ,Rn) ad 0.28 PROPLEwALLWC 21• lam.'Nac. aglzag IT +COg.To. POLYETIYIINE H.C.'sENEPP. NOTES I. N eooapebleaN.msewe b he rotor ehm�n h Me P0.ECAST BASE SECTION, Aber (boned ettatlhg b IM SmrWeN 9pereraWne), or wke mesh having a mMMNm area aNt 12 tome, inch., per W NEN w wad wM Ma mlNmMm raeuked e,bw show" h Me ALTERNATIVE PRECAST BASE SECTION. Wire mot .het not to braced in the knxIxi s, 2. The knotlm A diameter slid not he grader Man W. Knocaada shat here a Wal Micknvas or 2' mInMum to 25' maximum. PmvMe a 13' minimum gap besveen 1, fill bwrkad wdl and Ma eablde of Me . After Me pipe m hmNme, the gap wMn Iohl IIMar In acovdarce wRs slNw.m speaRP.na oat... a. Th. m Amen CePM than the Intoned grade to the berest pee In. sME be r. 4. The(reme vd pee, muel be hamb0 wlM Msllanpe dawn. 5. The P.1 Beta Sacllwl mry Inv.. rounded Sew. and Me welt may ba ebbed al a rem el1:24 w ila"r. 8. The opening an" be oeesurad at Me mP or Me paAe,l tau eadbn. 7, AN PANeplrobe shall be greuied MII after Me man fine been pbced. 8. All brad.dlG..Id motoMnw ceegrga sled de eat In r ;banmwith amndwe 9pedAulbn 9443. baA.,nne_ TeBWPAWCTT!1-� BEE NOTE, ALTERNATIVE PRECAST BASIN SECTION PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT STD. PLN - 200.10 MARCH 2008 R-383513 Ili FRAME ANO VANED ORATE ` roR,r PIPE ALLOWANCES pE4 aAR�xCLCP FGP NaroM 1WOes EAR IV.IOPs PG it x1. RRCTANOUEAR ADJUSTMENT SECTION OYYaTaR -- PRECAST SASE SECTION ....C.. WA. p PAP NXe PIPE ALLOWANCES PIPE ALLOWANCES YIYYYY Pea d4T . IYalw oOTµIQ M.ER.M mosT BETWEEN A'*INE.CNDANSM, plo wntBEPAMTE BABE INRQfN. RAM OYYaTaR a ,r PuxoaxcaETE P..N (G REF am oIa ut YE TU PIPE it tt9BPa r IBTo. avec. sasm) ey ..WALLr+C .' M' (No. so. ew"A'n ad 0.28 PROPLEWALLPM 16. (am. EPEE cm,z(zn IT + Cgi0.1NY.1E0 PaYEl1MENE 9iGMEE1VERPPE NOTES I . N arca mble elsonatNea to Ne Peter shown h the PRECAST BASE SECTION, fMem (pMwd scmNhg b Me SmTAerd SpeFMxibrol a wke an oh hating a MN.vee. d0.12 mo lelea perfmt.hel Me wed WNt that Mnimum reeuesd rater Jewn In Me ALTERNATIVE PRECAST BABE SECTION. Wee moth Wq not be pbaal In Me kaskoum. 2. TM kegakout dlamelereheNlwlMgreebr Men 2p. KrwYcuRshall thaw a Wel Mldneee olY mk,MMm m 2.5• madmum. PmvUe a 1.5' minlmum gap Calwaen the knakad west and SS onelds d Me pipe. Aller BY p7e Is betalbd, AM e gap With joM molter In soox fo Ne wM SlandeM Sp .4mO 9-04.3. 1 The mavlmum depth ham Me Mbhad glade b Me eAest pqa Invert .fish be 5. 4. The been, and erste owl be eYbNed with the flnOe down. 5, The Plaoel Sew 3eWon they heva a rwMN floor, eM Me WaN they be abpeE at a Mm d 1:24 waleepN. B. The npenkV ehel be meuurad at ee by of Met praraat these walk!. 7, AN Pltkup Was A.11 W gmubd be oter Me bash hes bean pbW. 0. AN rad. Mo. aM Feelings shah the ..I In motor IN sxomece weh swNeed SpedNcatan".3. 1., .1 ALTERNATIVE PRECART EASE SECTION a PUBLIC WORKS CATCH BA81N TYPE i 9M. PLAN - 200.00 DEPARTMENT MARCH 2008 v +a[mrweman SEPARATE BABE PREC.eT .0) NOTES INO Steps ere required when hegNma'abus The bosom of Me pretest catch Count may be WoW W bNEate down q. The Mab my hems Mt .Me newt he t theal.d WiM Me Aarlpe down. 4. The home they be teat Into Me adluelmant vection. Kn okou0 shop have as wall IhIcknes. of 2" Mntmum b 2.5' mvi.rn. Provide e 1 S minimum gap beMrean Me knockout wall geld Me outside of BY bye. AMr a Me pipe Is Metalled, All Me gap an tolnt mwo, in accordant. whin SIeMaw Spsolfcition 9-0 43. PIPE ALLOWANCES CATCH BASIN DIMENSIONS GMM .a" aAMETER ,"µl 4+eE I' TIS* Tn WN,. INICp1F%KN]KKgn BILE oOTµIQ M.ER.M mosT BETWEEN A'*INE.CNDANSM, plo wntBEPAMTE BABE INRQfN. RAM 4r a e• x r am oIa W lr r 4r I. ole a'. ey a .' M' r ad 0.28 Tr r r eO IT 015 0,24 N• r Ir m Ir 0.12 a.N 0r r Ir N• Ir aM C. NOTES INO Steps ere required when hegNma'abus The bosom of Me pretest catch Count may be WoW W bNEate down q. The Mab my hems Mt .Me newt he t theal.d WiM Me Aarlpe down. 4. The home they be teat Into Me adluelmant vection. Kn okou0 shop have as wall IhIcknes. of 2" Mntmum b 2.5' mvi.rn. Provide e 1 S minimum gap beMrean Me knockout wall geld Me outside of BY bye. AMr a Me pipe Is Metalled, All Me gap an tolnt mwo, in accordant. whin SIeMaw Spsolfcition 9-0 43. SmMeId SpBdfad'bn 9-04.3. (ea. ePx. s�l(1) �" � (SM. aPas.saxzG)) ' PUBIJC WORKS CATCH BASIN TYPE 2 t31D. PLAN - 201.00 elm DEPARTMENT MARCH 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY VERTICAL: NAVD 1980 AS NOTED HORIZONTAL: NAD 1983/1991 >}- CITY 0 E mAN RENTON ONE INCH DATUM AT FULL SCALE LR1�V Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STAND RDS B Date:? BY: Date:? -/G -(S BY: Date: BY: Date: MAERTINS RANCH STORM DRAINAGE DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAHNIN 01.20.2015 FIELDBOOK, PAGE C13 13 PIPE ALLOWANCES GTcx PVE IMTEAULwITI M+XaIhM aSblouzRTER War oM1.ElER µl �� MEiµ CPaaP 9alO WALL PJC® OFI WALL PVCm 4r n• x zr 2r deo• of or M• deo• zr x en x 4r x M' Nr rr 4r sr 4r x 4r w• sr a w� x 4r Na. der SmMeId SpBdfad'bn 9-04.3. (ea. ePx. s�l(1) �" � (SM. aPas.saxzG)) ' PUBIJC WORKS CATCH BASIN TYPE 2 t31D. PLAN - 201.00 elm DEPARTMENT MARCH 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY VERTICAL: NAVD 1980 AS NOTED HORIZONTAL: NAD 1983/1991 >}- CITY 0 E mAN RENTON ONE INCH DATUM AT FULL SCALE LR1�V Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STAND RDS B Date:? BY: Date:? -/G -(S BY: Date: BY: Date: MAERTINS RANCH STORM DRAINAGE DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAHNIN 01.20.2015 FIELDBOOK, PAGE C13 13 5 i 5 j ;I duo*-sEEDErnIL $ Axo xam l 4® 2J h a. µ(r1@ ) TOP " SECTION aG T SECTION O N t� aol.T-DOYEN SLOT DETAIL BEE INOlE1 NOTES PfgVMe Pro @Iota in the gmto that ere vernoONy alW ad t Win the hobo M the sane. Lomflon of NAR-0awm aloe verks ammg different manufacture.. 180METRIC a. Refer b 31eMerd SpeoYi®Hon &06.1612) ort eddltlond ragvirnmr0s. a, Use Rely m saga eM wrllml Wrba bcelionN.. I URI... offemal. speEMed, Y do PON@.hall be used YAth slandOM 4eme, h Me travel way, guner or shoubm, vaned = share nobe b®led within amaroada. Use vaned .les alorailed alba. TID PUHWC WORKS RECTANGULAR BI-DIRECTIONAL' PLAN - 201.90 v DEPARTMENT VANED GRATE MARCH 2008 WEw eNKACE AN190%CMAPFA, n110.'IUENIVdUI CtIrIACT. iHF9URFACa NDAC 1HF eAX BECipNMWi 9E did1RD TD TLE FOiIrMI MFA Ci TIE MADTMENL eECIKN. FRAME Axa VANED ORATE BASE SECTION NOTES I. 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 SPECIFVUIC -05.]. 2. SHIMS SHALL NOT BE USED TO SEL FRAME i0 GRADE. THE USE OF SHIMS PI PROHIBITED. 3. MORTARSNARLBE PRICE DO PLACEMENT. EMADJUSTMENT RHE S E O BRICKS PRIOR MI PLACEMENT. 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREME A RUNNING BOND OR Ya Y - PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN 202.00 DEPARTMENT MARCH 2O0B r\ Can 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC y D S SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. MAEk l/NS RANCH t�wt m ur LOADRATING LIGIR WfY (X31lr DUTY PART# RWEE;5 L9E9 P m x"I's NF SEE VIED mP1 DROlAZE� N'A TDP. iMME OITAIL IBOMBrnq N9V PUBLIC WORKS DEPARTMENT DETAIL el9rrON Os enTexeesM 1=o Nl r oat RPATe' ME. l9CTIOM O NOTES 1. The aayn, the Of the ComblnNon Pa h basin. See SEC When mlabb0 the offset dlatenm for the m1RM1 basin. Sea SECTION A. 2. The dimensions of the Freme and Hood may vary slightly on" dT ferent massuW ra.. The Frame may have cast features Intended w Support a grate guard. Hood lmRa shag mount ouielde of the Frame. The methods Mr fastening the Safety EIN I NI ds Guard Rod to the Hood meyvOry. TM Hoo@ a, Indutle..it ..it, lugs. The IRA of the Hood may be PAN Men a poem. 3. Anach the Hood to the fame WIN Mro 3M' N T hex head bone, nils, end aVaRuATIw0ale.. The weehera shall love mamare. adMluete to aseure fuR bearhq ettonn the Note. 1. When bondoWn grNea aro apedAed In Me w%red. provMe Mro hdas In Ute hems INN ere SAV -11 OnOd a Lire grate e, sd Top each hobboast'05/S"ls- fINO om, ffamenheadcapesew. Lomtbn d 6RN-doom fides verkn among dnereM mOnuhcwrere. See BOLT -DOWN DETAIL S. Onry dudff.Imre Vaned Owes shoe be used. e, This plan o inlendetl In Mow RIO Imtefleaan tlat0ile of a manufeo- Wredvodu%. nbrw tM wen'of IM1Ie p4n to ehmv'M aPedAR ddells neceaeary tR fabroa'e Me oas'bgs shown on MIN drewmg. OPEN CURD FACE SM. PLAN - 209.00 FRAME AND ORATE MARCH 2008 INSTALLATION DETAIL NYLOPLAST 8" DRAIN BASIN: 2808AG _ _ X OPTIONAL CONCRETE POUR RING (FOR USE IN SIDEVVALKIDECK APPLICATIONS) I$) VARIOUS TYPE$ OF INLET S OUTLET ADAPIERS AVAILABLE: 4' - e' FOR CORRUGATED HOPE (ADC H-1211014COR DUAL WALL, ADV IANCOR SINGLE WALL)- PIG SEWER BX: SEAL 35), PVG DNV (E#: SCH 40). PVC C90=905, CORRUGATED d RIBBED PVC WATERTIGHT KINT (CORRUGATED HDPE SI IO'VO I - ORATESBOLICOO)ER SRAM BE rVC'ftE IPLhI PER ASH. ARSB ORALE 7DSD'-55, (1) DUCTILE PON GRATE sNF N. aoTF IDErnL nxo I e'Big DlCTtON O $ r nlnaCllga CFFILH � _ T- SECTIONLALL O t BOLT -00" $ OT DETAIL NOTES f_ Protide two sbm In the grate net are v.NdaPy allgme with the Iwlea In IM Ireme. Lwatbn of bRn-0own ebh vNdem amore elnerenl manutedrero u. ISOMETRIC a. Refer to Slanded Spa jostloo 9-0545(2) for aedflonal "Undr1eMa. a. In fin, dh vepf. amdfetl. Venae grelea ahmbe used With 9t Post d fame In Me trra Way. tuner orad ml vaned nRNA urge ml M braretl Within aoearmde. Ung vamtl greleS ebtg rdW Wm@. S�PUBLIC WORKS RECTANGULAR' PLAN - E04.20 DEPARTMENT VANED ORATE MARCH 2008 CONCRETE WALKWAY OR DECK THE BACKFILL MATERIAL SHALL BE CRUSHED STEVE CR OTHER GRAAIULAR MATERIAL MEETING THE REOVIREMENTS OF CUSS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDIIG A BACKFILL FOR SURFACE DRAR1AGE INLETS SRALL SE PLACED d COMPACTED UNIFORMLY IN ACCORDAN'�E WITH ASTN 02371, (4) iiRATEOPTIONS STitrmARE SOlIPGWFli LOADRATING LIGIR WfY (X31lr DUTY PART# RWEE;5 L9E9 DRAN9NG# lan1t31Rf Twi110i DROlAZE� N'A RW99:.G9 T+?]01.1i0.18B DINUE H'A g96EC;C,U TC0111GIP7 TMP MGfiAIE WHI WrY G9pILY TOJt 110016 riPH RIE E%CEPTIM OF MF-PRONUGRATE LONi RAI INC 'FVICa UPAAINGR -TOJ1-i 6i lVJDtS90 2 - CU$TOIAORAIII BASIN TO BE C'USTOI4 MANUFACTURED AC r•ORDRIG TO FLM OETAKS. RISERS ARE NEEDED FOR BASI119CA'ER "'ITOSHIPPNO RE$TNCTI0113. &'.£ PRA•411FNO.TLD1-11BCES hxr li ADAPTER AT N A'S:CD'. A- STANDARD DRAIN R..-11 ASS FI:%EC.LOC I SCR TODEM1PIIUMI Af^E BETWEEN ADAMSP$SEE UAAA b� j $QUUCCI-ER- LICaITOUT'Y THIS PRHTOIiC40Sc.ES1FIECT I,VRTTERIPIW30CH NYI.OPLASt HAS PROFFF-ARY RNHIS. THE RECEIPT ] - P OR POSSESSION OF TIRS PRIH7 DOES tI•JTGFPART TEI EH.B11C SE iHcU$6K ME D3 -.Y ! CHNIEORMHS RHIRPEIII DRAWRBY EEC DATE 11-04-08 MATERIAL 3110 VERONA AYE @VFOftO, PaA 80511 PIN UTN 33}SUS 2324400 W77 F+AW%w:In IO pI N 1� n00o lasiCU. J M F 0 m REYREDBY CCA MOECTNONAgE NILE H0.?ot-TTAti RIAPAOUICT:lCiTtIPRINT MARY I1POPA1110H i0dl-iiP 1ST �9� ISE A - FOR COUPLE 'EU$ION DEIAKS SEP DRAM 17'AM ?ONA 10015. OE CORE1710H STUB KT TICHNIESS SHALL (pIFfwSI TO 5- DRANANM PMIFIVIEO NEVER 1, OR MANUFACTURE OF ANY ARTICLE NEREFRUM, FOR 111E UNCIOSAE TO OTHERS DATE 4401-t1 YWa 1 I DRAN BASIN QUICK SPEC RNTAtLAip11 OSTIAL AURA 03711 FOR COW)WEO HDPE IAOSrI-17,t1ANCOR 0U,5L WALLS S Pyr SEVIER IT. Ki. IS PORSIMEAI, E%DEPT BY SPECIF IC WHAT Ell PERNISMIFR IAGPIAST. -:5x,fRvtrsl DWG WE A SCALE InE SHIFT [BFt DWG ND TOpf.R0.7T7 REV D D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 NO. S REVISION PST W 107.13.1 BY I DATE I APPR 1EMPCPARY WM BEV•ECF RIOMCe WAY'UNU 001PFAMEE WWLINE DIPECIEDMCp(IMCi amly-, .. ,,. Cg1CRF(ECUPB J_• •v •iYG4 ANY rose .� in.. I.,.) PLAN 2808AG X 8" CUSTOM DRAIN BASIN 11) DUCTILE IRON ORATE @MIB 691(N2$ LONi RAI INC 'FVICa UPAAINGR -TOJ1-i 6i lVJDtS90 IIGHi OUT b� j $QUUCCI-ER- LICaITOUT'Y 96?SCOL: SWI N0.1?9 WIRE MESH 0.1oa and, N.W U89BC<3B TC%It.110.198 W.Oe W10(10A4T I 4.W0.0 1'OMIN FFE gE83CCdT i0dl-iiP 1ST �9� ISE PPEOnTFM! y aPml CA?MIN I EB31Ot.70l"Vulup14 SECTION O YWa 4,5ty (2) VARIABLE CCNCe. I OVERALL. 89EWAt1r 2808AG X 8" CUSTOM DRAIN BASIN 11) DUCTILE IRON ORATE @MIB 691(N2$ LONi RAI INC 'FVICa UPAAINGR -TOJ1-i 6i lVJDtS90 IIGHi OUT O0.TkCI;{ T1810A $QUUCCI-ER- LICaITOUT'Y 96?SCOL: SWI N0.1?9 BRONZE N.W U89BC<3B TC%It.110.198 COME N, -1A gE83CCdT i0dl-iiP 1ST DROP IN SLATE UGIT DUTY I EB31Ot.70l"Vulup14 -1YFE,MY VRRY RCMWeY AeovEaunERuvE ISOMETRIC PUBLIC WORKS DOWNSPOUT STORM MD. PUN - 210.00 DEPARTMENT DRAIN, UNDER SIDEWALK MARCH 2008 (2) VARIABLE y- T- IIIVERT (2j VARIABLE HEIGHT I OVERALL HEIGHT (3,4) VARIOUS TYPES OF INLET A. OUTLET ADAPTERS AVAILABLE; Ar-B'FOR. CORRUGATED HOPE(ADS 14-I24 IANCDR DUAL VALL, 6 MIN.ADVLA14COR SINGLE WALL). PVC SEWER(EX: SDR 35). PVC DWI (EX: SCH 40), PVC C900;0905, CORRUGATED B RIBBED PVC 2810AG X 10" CUSTOM DRAIN BASIN (1) DUCTILE IRON GRATE - f{tAlEDP/1CCF6 cow -NA, P.AREa ° GH "o -I 6 TXl[sARD Lh"T DDTY II},}jCGS UJ fTOiQp OT' B' OT 110106 SLUIL .EER UGHL UUIY IWBC.A, 70". , BW NA Iw9LM 'W. 1102JD (2) VARIABLE OLA E _ HA iPR3C,fiLIGE-' INV€RT 4,5ty (2) VARIABLE f1RtJP Ili 131AtE LIU4T DUTY tCTJ101 TO8Lf70020 HEIGHT I OVERALL. HEIGHT 1 f (3,4) VARK)" TYPES OF INLET 4OUTLET ADAPTERS AVAILABLE: 4--1D'FOR. CORRUGATEE D HOPE LADS 14-1 Zf[ANCOR DUAL WALL, 61 MIN. ADSOIANCOR SINGLE INALL). PVC SEWER (EX: WR 35), PVC DAN (EX; SCH 40), PVC C9001C905, CORRUGATED 8 RIBBED PVC 1 - T•RATE". 0110 C4•:ER SHALL B€ DUCTEE PTCtl PEP. ASTM yam GRADE FP56gS, 44tH R� 9xCEPTI'ryx IRB RRPIhE ORATE. i - CUStOM ORR1H RAHrI TO BF CU$T011 MNIUPRCTIIRE4 ACCORORIGTU ' PLARDEtAKB. P3SERQ ARE IIEEOED FORBASNE Ct'ER PJ'DV6 t0 $RIPPING PESTRIC11OIS. SEE DRAWNGM7. FOpI-1ILHJRS 7HIS PRIER CELLOSES SUBJECT MATTER IN tAHRNI DRAWN BY AWA MATERIAL 8- UP: •1rbi0E CCNNIAI Y"l tHUIIJOFNT IIGNRIE$fi SHM1LL COIIELNfl rO r . � i u A FRrNI I1 O CCR U+ .O CGE $ OJ FOR R ATP H DSD SIO LCR 04 L A11t9 I -R t 1 v T l PROPRIETARY i THE REFF.IPi i.. HAS IS RIO E 1 01A$ BORlo F 11c p� I R .CCC Fl L P. IN OC43 RCi 0811E OF OR POSE IU'10 DATE LiLN 1 TANoSRD URAgI RhpIMHAE FI+FD ]DM1FSFP. tIxnRCA13DF0'APpI'. u TElpffiCnI ER ORLIOEISE USE OF THEDESIONCR CUSTOMDPhIN BASIN AOAPTCRSCANSE MOUNT, EDOfI AM MIGUE TWUrR ATKTHE IR:ORI/ATCII SHORN UEREItI REVISED BY Bill PROJECT gatUtRE p'iOJ3]'. tOOETERAiI11E MIIIIMufA "110lE BFTtvEEVI nDDpiERSSEE REPRODL V•1gNOF THIS PAIrIT CRANY IRFLwMATP?tl IRIS DRAWING HD. AA' 1-IIMi?. CON 1ANEDHERHII, OR&VAIUFACRAE Of NJ f DATE 11619 ANTIQUE HERFAhCA1. FOR THE CBQC6URE t0 DtH€RS 5-DIMEN NOME ARE OR WE PENCE CHLY IS POP9IUDFN. EXCEPT By SPECIFIC WRITTEN ACTUAL DIUENTIONS MAYVAR�. PERMISSION PROMMiLOPtAST, olm,lronfii DWG SZE A SCALE NTE SHUT fort 'DWG SN d 10 IN ORNN EARN BEaIu'I/DETAM1@ A. TOpI.1iBMR REV G DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SURVEYED: SCALE: NAVD 1988 .SIRS HORIZONTAL: NAD11983/1991 1 DESIGNED AS NOTED @� CITY O DRAWN���yPYIA RENTON : IT IY ONE INCH� DAMCHECKED:',•' AT FULL LL SCALE Planning/Building/Public Works Dept. INAJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY C b 1�- -3e3 -/y R-383514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 7 Sf1 BY: 1 Date: -4fi BY: Date: BY: Date: DATE: MAERTINS RANCH 01,20.2015 FIELOBOOK: PAGE: STORM DRAINAGE DETAILS DRAWING N0: C14 PERMITS: U15-001308, B15-000196 SHEET: 14 DF:20 DRS PROJECT N0. 14103 PI - N N N NA LLJ _ z U F Z U C) �l �( a tryZ ry LLJQ I \ mLa-srQoe \ s Pd ae;:, s rrl} �'. c�a R R,1 aus2,(r) RIM 4,3 h, xta} ip HX ,40✓ rl '-i ,. R"f di 4£2fi? i, \ \ \ a 4(; 38 /E /N-40119 S) I 01 463,&E OUT -463.1 9 N) 4 \; u?or =, FG 476.0 - nim" \x''� I k I (1 ERVC h5R.93(N t4�r .i ^ \ ,,. CTR 0HAt4NYL , G a� � - s 121. rt Pkt A+V 5144ti1 i F% Fv 14, 3?{F:j Y ni F3 1'4E 94Qm {3j SLOPE (AL) 1 0+30 471.2 457.61 1�"i f kr°7fYp7 Er C f rN ° Pv tea .,,) x^tsvc (vt} 1+13 zr- ta,a e rz i SSMH 2 � I IIia*A64.S4S ern OTAIR"(1" 1+66 476.0 461.87 42 TA: IU+26.151J, 5.99,Y RIM -466.Q 22.77 4 0+52 476.0 46381 41 w /E w Oft 95 (S) 19.24 5 2+58 475.8 467.20 74 ^47,6-39 4.19 6 2+26 475.7 466.88 86 478.16 It OUT -458.85- (NE) 7 1+41 475.5 466.06 34 -+74.02 12.82 8 '454T4 ;E 475.4 465.17 34 478:16- 15.55 9 1+02 475.5 FC 471.2 36 -47&.?f 1763 10 0+42 475.8 463.68 36 +78:&3 19.29 11 1+70 475.3 462.01 35 0;ZA 06 27.00 12 1+17 472.5 460.32 34 -468-78 I 13 0+32 469.5 45767 33 46531 2319 2 I FG 4734 m CROSS/ G /N OR IATION - ' " SHEET C18 (TYP.) - - � \ 1 \ ,3. FG,f78.0 1 ry 1 fr ij SSM \ .d 11+38Q ll 1 RIM -474. 9 \ \ \ a 4(; 38 /E /N-40119 S) I 01 463,&E OUT -463.1 9 N) 4 \; u?or =, FG 476.0 - nim" \x''� I k I (1 ERVC h5R.93(N t4�r .i ^ \ ,,. CTR 0HAt4NYL , G a� � - s 121. rt Pkt A+V 5144ti1 i F% Fv 14, 3?{F:j Y ni F3 12"CPP_45N08(V•A SSM / � I 37A: 13+59.7$ 4.1 u I 473.97 R/M-476 /z_ 41A.'18 /£ 1N-164 6i / - 1464.38/E OUT -464:36 \ / I z \ t,J� I STA: 16t43.16s�9 RIM -475.4 \�Q /E OU r 467.46(t i rF/?�£�X 1r tYrCN V � V �. � t1T Fh. TRF !1F'r;fANr Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC 1 #'1 8"f t2"1" HN 400J14 141N) c7 c. r a5 W(E W) K" it RRA -4r,1 23 SE 1/4 SECTION 3, TOWNSHIP 23 N MA ER TINS RA STA: 22+20.76, 111.16 L R/M=464:88.9? EX. 8' IF /N (W) 455 NEW 8' IE IN�4�9{M 455 lE OUT -485.36 ( -+55-5-t- f' IT- _ I' iA= 5 s :11 fyl,q rt Pkt A+V 5144ti1 i F% Fv 14, 3?{F:j Y ni F3 1'4E 94Qm {3j SLOPE (AL) 1 0+30 471.2 457.61 1�"i f kr°7fYp7 Er C f rN If rS`. 1+13 zr- ta,a e rz i 43 � 19.58 ?Nt P�' t U aEIC1 11 1+66 476.0 461.87 42 4FI.43- it FG 6.j I I� k1G 47b.8 6 EASEMENT RANGE 5 E, W.M. NCH SEWER STUBS LOT *STA77ON FG IE AT MAIN LENGTH END lE SLOPE (AL) 1 0+30 471.2 457.61 44 46426 15.00 2 1+13 473.4 460.21 43 '468.63- 19.58 3 1+66 476.0 461.87 42 4FI.43- 22.77 4 0+52 476.0 46381 41 -434.m 19.24 5 2+58 475.8 467.20 74 ^47,6-39 4.19 6 2+26 475.7 466.88 86 478.16 3.86 7 1+41 475.5 466.06 34 -+74.02 12.82 8 0+57 475.4 465.17 34 478:16- 15.55 9 1+02 475.5 464.36 36 -47&.?f 1763 10 0+42 475.8 463.68 36 +78:&3 19.29 11 1+70 475.3 462.01 35 0;ZA 06 27.00 12 1+17 472.5 460.32 34 -468-78 24.64 13 0+32 469.5 45767 33 46531 2319 As-'F3oLr (C 4(.4.90 4(v -7-t,(- 4-70-41 (v7.t,`4-70.41 4(09.48 4(09.'79 4109.78 470. i9 4(09.31 4-70.13 4-169. "14- 4(09 .19 4t0(0. 4(,2.68 )L�t` NOTES:1. STA17ON IS TO NEAREST DOWNSTREAM MANHOLE NH IN rovtd0d b eon {oma ,k 2. END IE IS AT STUB ENDKAS -P u %vr 'EASED o N l3oar�j LE Y 3. CONTRACTOR TO VERIFY ELEVATION OF EXIS77NG HOMES SEWER PRIOR TO CONNECTION. 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 P07HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXIS77NG U77LI77ES AT LOCATIONS OF NEW U77LITY 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. pifll3 NOTES: I of 1,t, f iN. F , /� �i��•tt-- 1 r ar„ I FG ;475.8 fj t 1 � tv , D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 18,F (;elf 4'F 1. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND S7REET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 2. REFER TO C20 FOR U77LITY CROSSINGS. 3 MINIMUM SIDE SEWER SLOPE IS 2.00% 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION. 5. ALL SSMH WILL BE A MINIMUM OF 48 -INCH DIAMETER. 6. ALL SIDE SEWER TO BE INSTALLED AT A MINIMUM OF 8 FEET INTO THE LOTS. DAYLIGHT BASEMENT LOTS NO TE.' LOTS 11-13 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR. THE SEWER WILL BE PUMPED TO THE UPPER FLOOR AND THEN GRAVITY DRAIN TO SEWER MAIN. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VER77CAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 46776 FEET. 2 CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N12528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 AS -QUILT REVISION I BY I DATE I APPR I& NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT St, v D: SCALE: ® �' {J` T VERTICAL NAVO 1988 ® AS NOTED HORIZONTAL: HORIZONTAL: HAD 1983/1991 DESIGNED: 11111111 POWER POLE ❑ DRAWN: w GUY WIRE ® ONE INCH {NN VIII CHECKED: I Ai FVI L� FIRE HYDRANT IF NOT ONE INCH SCALE ACCORDINGLY s APPROVED: Um � SANITARY MANHOLE Cp ROCKERY C.O.R. CITY OF RENTON VBF VERTICAL BOARD FENCE HBF HORIZONTAL BOARD FENCE ODECIDUOUS TREE EVERGREEN 7REE - - - - SANITARY SEWER LINE STORM LINE .t OVERHEAD POWER P UNDERGROUND POWER W UNDERGROUND WATER G UNDERGROUND GAS lV�i! UNDERGROUND TELEPHONE C UNDERGROUND CABLE f EDGE OF PAVEMENT -x x- FENCE 1 iN. F , /� �i��•tt-- 1 r ar„ I FG ;475.8 fj t 1 � tv , D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 18,F (;elf 4'F 1. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND S7REET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 2. REFER TO C20 FOR U77LITY CROSSINGS. 3 MINIMUM SIDE SEWER SLOPE IS 2.00% 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION. 5. ALL SSMH WILL BE A MINIMUM OF 48 -INCH DIAMETER. 6. ALL SIDE SEWER TO BE INSTALLED AT A MINIMUM OF 8 FEET INTO THE LOTS. DAYLIGHT BASEMENT LOTS NO TE.' LOTS 11-13 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR. THE SEWER WILL BE PUMPED TO THE UPPER FLOOR AND THEN GRAVITY DRAIN TO SEWER MAIN. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VER77CAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVATION = 46776 FEET. 2 CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE. . ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N12528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 AS -QUILT REVISION I BY I DATE I APPR I& NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT St, v D: SCALE: ® �' {J` T VERTICAL NAVO 1988 ® AS NOTED HORIZONTAL: HORIZONTAL: HAD 1983/1991 DESIGNED: 11111111 POWER POLE ❑ DRAWN: w GUY WIRE ® ONE INCH {NN VIII CHECKED: I Ai FVI L� FIRE HYDRANT IF NOT ONE INCH SCALE ACCORDINGLY TYPE 1 CATCH BASIN APPROVED: Um ® SANITARY MANHOLE LEGEND: DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY A CITY OF ML RENTON Planning/Building/Public Works Dept. c h- 3 5-383501 R-383515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY' Date: BYI�t& Date: BY: Date: BY: Date: MAERTINS RANCH SANITARY SEWER PLAN PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAHN 01.20.2015 FIE PAGE: C15 FOUND SECTION MONUMENT AS NOTED ® FOUND MONUMENT AS N07ED T ROAD SIGNAGE ® MAIL BOX ® POWER METER + POWER POLE ❑ JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE ® WATER ME7ER oa WATER VALVE fl FIRE HYDRANT ® TYPE 1 CATCH BASIN ® STORM DRAIN MANHOLE ® SANITARY MANHOLE Cp ROCKERY C.O.R. CITY OF RENTON VBF VERTICAL BOARD FENCE HBF HORIZONTAL BOARD FENCE ODECIDUOUS TREE EVERGREEN 7REE - - - - SANITARY SEWER LINE STORM LINE ca OVERHEAD POWER P UNDERGROUND POWER W UNDERGROUND WATER G UNDERGROUND GAS T UNDERGROUND TELEPHONE C UNDERGROUND CABLE ,`, " & EDGE OF PAVEMENT -x x- FENCE DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY A CITY OF ML RENTON Planning/Building/Public Works Dept. c h- 3 5-383501 R-383515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY' Date: BYI�t& Date: BY: Date: BY: Date: MAERTINS RANCH SANITARY SEWER PLAN PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IAHN 01.20.2015 FIE PAGE: C15 w z U w 0 ry CL x x x x x U Q SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W. M. MA ER TINS RANCH ._---- _. H. P. ELEV --147.5.00 H. P. STA = 12+61.71 STA 12+29.32- .__W: _ _ ___..._ . _ ' L.P. ELEV =, 473.56 . L.P. =467.01 PN ECFV = 75.41 I..- _ L.P. STA = 14+19.32 PN STA = 14+29.32 I L.P. ST 1KT+39.31 A.D. _ -5.68 PN ELEV = 473.41 PN STA = 101+45.32 K = 17.1 200 PN V = 466 80 100' VC K A.D.. 2.0. 0 A.D. = 6.68 - -_-- K 1--4.,49 60' VL^, ,y �Ig h no oa, M _._ _-- _T______ _,___...___ ___._ _ _ __. �_-_____.__._._. r--- EXIS77t + n d .r_.►n480(`2-� y d G GRADE AT i m PRIPOSED GRADE AT -'O I I R� -R.O WCENRLIE .._�k... .. .. _,..... _ROW CENTERLINE ' n.h PARCEL. NO. TONt Jm SE REW N 0323059167 ISSAQUAHRD - ------ i -- ' --- n ono----- NO O ------- 2Nn +i��m d 1 g oT. N I I• i - a h 1 - N dd 1 470 . � o 1 of � � I `-- { % { n 1 I�e4-� ►�r� I I 8� P '}� I 1 � I 3.d► i I -4s0 __ _ RIM 475. 0 70 H lE OUT (N) SEE NE 16P� ST PROFlL ST ON 467. 3 SSMH 4 TH/S SHEET SSMH 3 j £l IN -46f 4-(S)�4(hAS _.,__ ___�_.- ._ --. _- ----_..__.----___. ..,..___ _..,_ _ __.. _.._. _ RIM 474-79-51 .___ ___.-___ _ ._1.1E OUT-464.5�2"(N)41o4:3Ef (___.__.______.___ SSMH 2 !E /N-463.499 () 41.9.S8 { I RIM 466.6£-73 h !E !N (S)45f.. (P /E OUT 46319 (N)4b3.25 ROAD ii A i IE OUT (NE)+5(e. 1 I (RES/DEN77AL ACCESS) ON cp n., q'q N� Np�j 41 yQ ^O cp^ ... !� O'04" C M vT^ nnl6 n o n n n n n n n n n n n vw va vvy, v� v �V.� v � 10+40 11 +20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 HORIZONTAL DA TUM: NAD 1983/91 PER C17Y OF RENTON MONUMENTS VERTICAL DATUM: NA VV 88, PER CITY OF REN TON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7, IN MONUMENT CASE. ELEVA77ON = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7, IN MONUMENT CASE. . ELEVA77ON = 327.71 FEET. BASIS OF BEARINGS.• N12528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5 IL�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A9 � LN w] HOLDINGS LLC D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7THAVENUE, KIRKLAND, WA 98033 0425827.3063 F425827.2423 1 NO. REVISION UILT GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT VERTICAL YLP 07.13.15qAPPR EDD: SCALE: AS NOTED VERTICAL: NAVO 1988 HORIZONTAL: HAD 1983/1991 N�711 E'I MN VVIII D: Nwx ONE INCN D AT FU� lL SCAIE� IF NOT ONE INCH SCA E ACCORDINGLY BY DATE ED: KW DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CITY OF mLAN RENTON Planning/Building/Public Works Dept. S- 5-383502 R-383516 IN COMPLIANCE WITH CITY OF, RENTON STANDARDS BY Date:J/OV� BY: l Date: 7-14 -� BY: Date: MAERTINS RANCH SANITARY SEWER PROFILE PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IA Date: DATE: 01.20.2015 FIELDSOOK: PAGE: DRAWING NO: C16 SHEET:t 6 OF:20 W a Z U w 0 n a X X X X X X U Q ry z Q G HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. VERTICAL DATUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC. 3-23-5. FOUND CONCRETE MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7: IN MONUMENT CASE. ELEVATION = 467.76 FEET. 2. CITY OF RENTON CONTROL POINT NO. 2097 NE. CORNER SEC. 3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7: IN MONUMENT CASE.. ELEVATION = 327.71 FEET. BASIS OF BEARINGS: N17528"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF S£ 1/4, SEC. 3-23-5 O UTILITY CROSSING, SEE SHEET C28 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 3, TOWNSHIP Zj N, KANUL 0 L, W.M. MAEw R TINS RANCH HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.8272423 Mr NO. I REVISION I BY DATE I APPR SURVEPEDS NAK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH BCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 OATU11 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT VERTICAL DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY &ARENCITY OF A. TON Planning/Building/Public Works Dept. 5-383503 R-383511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BYP/�76— Date: P BY A= Date:? 30 MAERTINS RANCH SANITARY SEWER PROFILE PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IA Date: Date: DATE: 01.20.2015 FlELDBOOK: PACE: DRAWING NO: C17 O W C v .._.- -- y -- ------------- _ __ N �4 • Q }Zn _._. �� _ _ � N��.___ .•.•I,••—_y --.__. _ .___� __ _ ____.. _ __._..._---- _--_-_ .__-__._____.___�.�__M ..470...__.._. ,_.470..___ .__._.________.�__. II �8d I I Q EXISTING GRADE AIT R: .W. CENTERL/NE; � 2 I \ \ I 21EX LT 1+68.99, 0.05 RIM=469.2 8""PVC=462.72 \ W) II N ~ 8""PVC=462.62E) PV ti RIM 40-9s-7 1E OU 45 LF 8' PVC O 2.0 7. 1 \ V I Ilo RIM 464:89 EX:, NEW 8' IE IN 45649 (W)455 -SI 80 /E /N 4556 —450-_ 1£'"oulir 45s � II 2 _ RIM=46h23 8"PVC= 51.43 (W) I I 8"PVC= 51.28 (E) I I ii II _.440 __._... I I - EX. SMH R/M= 8"PVC=444..9 455.21 (W) 4:30..____ VC=433.39"`(E)'__.._ . I 8"PVC=444.6 (S) NE 16TH ST. (RESIDENTIAL A(;CESS) I I n b U) h h h O 7 7 n n n 21+60 22+40 23+20 24+00 24+80 20+00 20+80 HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.8272423 Mr NO. I REVISION I BY DATE I APPR SURVEPEDS NAK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH BCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 OATU11 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH= 5 FT VERTICAL DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY &ARENCITY OF A. TON Planning/Building/Public Works Dept. 5-383503 R-383511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BYP/�76— Date: P BY A= Date:? 30 MAERTINS RANCH SANITARY SEWER PROFILE PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 IA Date: Date: DATE: 01.20.2015 FlELDBOOK: PACE: DRAWING NO: C17 K I 2 X X X �I w Cal 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) 7' 1 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 JONTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. UDDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. .B, 1 •NOT .TO,SCALE •A• 'B' 'Cl 'D' 'E 48" MH 48" S. MIN. 5"MIN 124" MIN. 21 I.D. 54" MH 54 8" MIN. ID.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 1 8" MIM. 1 6" MIN. I42" MIN. 30" LD. 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 IBE CASTING TO GRADE SHALL BE ACCOMPLISHED WM A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTMR ON" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. ^��H1��5 PR�B�n 7. SANITARY SEWER MANHOLES SHALL HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) 'MTB A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8, RUBBER CASKETED JONES SHALL BE IN CONFORMANCE IMM ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM QF 3/4 OF ME INSIDE DIAMETER OF THE LARGEST PIPE. U0. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL SOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6• AND A MAXIMUM OF 12' ABOVE RNISHED 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. 9TD. PLAN - 400.1 PUBLIC WORXB STANDARD SANITARY MANHOLE ' tl� DEPARTMENT SEPTEMBER 2011 1" N _. /..,.1 SE 1/4 SECTION 3, TOWNSHIP 23 N. RANGE 5 E, W.M. MA ER TINS RANCH 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, O,n STANDARD SIDE SEWER SID. PLAN - 406.1 PUBLIC WORKS INSTALLATION <= DEPARTMENT (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0425.827.3063 F42&827.2423 SEAL Do TH An 4000 OR APPF EQUAL AND DRY SAND AFTER PATCHING MORTAR MINTIS) (3/5• M'NJ SEE NOTE 3 AND SPECIAL PRONSON 7-05.3(1) PLAN NTS A0.5TMENT RING (Y MIN.) OR BRIMS, SEE NOTE 4, SECTION A -A F. REMOVE PAVEMENT ANO BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE TRAMS PLUS FOUR FEET. ADJUST CASTING HUNG, TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STO. MN 401.1, 3, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF Y OF CLASS -0 -ASPHALT OR TO A DEPTH THAT IS T BELOW THE BOTTOM OF THE UPPER A-0JWTMENT RING WHICHEVER IS GREATER ORM APPROVED BY THE ENGINEER. DEPTH OF CLASS W ASRHALI TO BE 2BELOW BOTTOM OF THE UPPER AD,STMENT RING GO A MINIMUM OF 3 WHICHEVER IS GREATER. ] ALL JOINING BETWEEN THE CONE, ADJUSTMENT RINGS. ENGINE AND FRAME $HALL BE GROUTED 4 ADNBTMEM OF THE FRAME TO GRADE$HNI BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RANGE, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A ryryUUNNINO BONG de 1R BOND,THE USBQF SNI SM FROMRITCO. �T®® PUBLIC WORKS TYPICAL UTILITY COVER DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY AS -QUILT NO. I REVISION 4" BETA AS REWRM (NO Mon PROPERTY LINE 2 Z 3,-0,. o FUTURE S' BUILDING SEWER PIPE y, SEWER OLDHAM, WYE. \BUII➢MG (TYRCAL) i l `2"x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OU TET 8 X6,X6" WYE WHNE SWM ME WORD 'SEWEA' STENCILED PLUG FACE UP SURFACE CLEANOUT WM IN 3 HIGH BUCK LETTERS AND 116 MRE CAST IRON RING & COVER WRAPPED AROUND ME SND AND (EAST JORDAN IRON WORKS 91TENC£O TO ME TOP OF ME SND. g 2915 GR APPROVED EOVAL, SI SPI SPECEY "SEWER' ON UD, MAOM, SEE SID. PLAN 403.1 FOR 6" WE SEIMER AMD BUII DING SEWER INSTALLATION) 9'. 6•:B'• WYE ACCEPTABLE PROCEDURES FON SM SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: (ME SM PUN - A. MMINED UAY MAIN - OUT IN A NEW SECTION OF SEWER MAIN MW A NEW IEE USING FLEXIBLE COUPLINGS TERNCO OR APPROVED EWA&). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN HIM � WPL,EM w A NEW IEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A PCAI SMOTE (OR APPROVED EQUAL) OR CUTIN A NEW TEE USING RIM COUPLINGS. 0. DUCTLE IBM MAIN - CORE -GRILLED W RT A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION- ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR ME STRUCTURE SHALL BE CORE -DRILLED. 50" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �CIS( 1:15 MIX ---777 K CONCRETE BLOCKING / tIP�YN 15 25 Nrt'c GO 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER SEWER MAIN 6' MIN. MAIN CONCRETE _BLOCKING ANGLE OF IEE AT MAIN OVER 75 Fl EVARON 7YPICAI SIDE SEWER 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, O,n STANDARD SIDE SEWER SID. PLAN - 406.1 PUBLIC WORKS INSTALLATION <= DEPARTMENT (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0425.827.3063 F42&827.2423 SEAL Do TH An 4000 OR APPF EQUAL AND DRY SAND AFTER PATCHING MORTAR MINTIS) (3/5• M'NJ SEE NOTE 3 AND SPECIAL PRONSON 7-05.3(1) PLAN NTS A0.5TMENT RING (Y MIN.) OR BRIMS, SEE NOTE 4, SECTION A -A F. REMOVE PAVEMENT ANO BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE TRAMS PLUS FOUR FEET. ADJUST CASTING HUNG, TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STO. MN 401.1, 3, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF Y OF CLASS -0 -ASPHALT OR TO A DEPTH THAT IS T BELOW THE BOTTOM OF THE UPPER A-0JWTMENT RING WHICHEVER IS GREATER ORM APPROVED BY THE ENGINEER. DEPTH OF CLASS W ASRHALI TO BE 2BELOW BOTTOM OF THE UPPER AD,STMENT RING GO A MINIMUM OF 3 WHICHEVER IS GREATER. ] ALL JOINING BETWEEN THE CONE, ADJUSTMENT RINGS. ENGINE AND FRAME $HALL BE GROUTED 4 ADNBTMEM OF THE FRAME TO GRADE$HNI BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RANGE, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A ryryUUNNINO BONG de 1R BOND,THE USBQF SNI SM FROMRITCO. �T®® PUBLIC WORKS TYPICAL UTILITY COVER DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY AS -QUILT NO. I REVISION 4" BETA AS REWRM (NO Mon '�l MAN 45' BEADY. EVERY END 1" CLEANOUT w/E WIN - QUNGE M ORECTQV CA GRACE AT BEND AND PLUG. MLL SECURE A SURFACE OLDHAM, WYE. (TYRCAL) 4^ SEWEp PIPE, SEE NOTES 2 -4" TEST ME WM ANO ]. 1ANIMVM LANE OnFOR PLUG FACE UP OMER MAN SHOE FAMILY IS 6" HOUSE SI SPI MAOM, SURFACE CLEAN., .FACE -1out 9'. 6•:B'• WYE EM- (ME SM PUN - UN CITY J pRO'Ftt UNE � WPL,EM w ALL My TURNS SHALL R ACCOMPLISHED - BY MEANS Q A 012 AND A5' BEND. TM) 45" BENDS SHALL NOT BE AC}CEPTAILE. Ii / HOUSE '�l HOUSE a'• sew. g 4" SEVER PIPE (TYRCAL) 4^ SEWEp PIPE, SEE NOTES 2 -4" TEST ME WM ANO ]. 1ANIMVM LANE OnFOR PLUG FACE UP OMER MAN SHOE FAMILY IS 6" `(TYPICAL) I - PROPERTY UNE `1" 4^ MD. ` (hPCAL) 91 NOTE I. Prior to .•.nonan of . samtory .seer _eon, a em.-eae.r 3 F ME BUILDING SEWER SERVES ANY R%R1RE NAMPO pmmll must be purchased kw^ the City of Serum Pudla Weh^ 1 63 BOLO LEVEL RIMS LOCATED BELOW ME DEMON D•Pm1m.n4 O ME NEXT UPSTREAM MANHOLE COAST OF ME PUBLIC SEWER "Mu. A ah IX`U W PREYENYDA 3. Type^ If PIP• and Ming. the' <m be reed rw eonllvy seems MADE SUCH AS C(FAN CHECK EKTENOAE'E MOM be am,mad by the Damm m.nt of Puwk SAM,. Mrow or BACXWA VALl4 OR AFTROY£O Dori SNAIL BE nMMr 9..at, e. A.NPj by the ne-UH.herm. NuM be SiALLEO. used an pate. 4" FLEXIBLE CWPUNG NERNCO OR EQUAL) 3. A mmmrH pone sf zx 0K' Pm m. p ma•t be momt0.ee SUR_EACE Cl£AH.T eM pipe. In the event a 2E yrode <ennel be maMabd, tAe 4 v E C Wh ,, must s,a City al Benton Chas H4.... brm Rod Nen Me Imton fi pip. at a qmd• of 1% A PIPING PLAN 4 Fn FwecUm o, •Ude eewm, can 21 M1wn F aavme•. We RUR,ONG HAND FOR hR.<Uan Phone ^umhr He an N. We .- pmm t. Sit. LOW ELEVATION HOUSE must be ready 1^r "Pecilan and rapresentatWe an elf^ eh.n remoter m at epPamt.d tire. Sia. e. oad swh scroll be tested Per City ;eaRkalkns. Mahe Ne awmecUm at he MAN TO PROPERTY LINE 5'-0- S'-0'• lore^. No not badRl Ne IN. unU opprpva M o- by the PRO+FAtt UNE FROM ME NOUS BUILDING MANM opecm, Fal approval AN be pante Rose the .HIAA septic tic sxER FUNDING RIMER tants has Man prong.. art we Wl.e wN .ane. J•_D'•uw. TO 5-0" b. melall .0...eer Mm T ..Form cma, 1B" eaulr M dloeaa \� A. N Mee e. stub iT not aveeaPer The amw Mall 4be 0 y r..pa,.Rle far I.I lot -f -i pm And be d JebyI or-. MH n vl ca racko right-ar-vol ehdl n. em. by a Mcmeee and ^ � bene.. <ano-aam, 'ro w „ g '� 1. AN emM rhas be a,,ampnm ehF aoaamper. eIth the WaehMOLo^ my g IrMat,ld Safety and Heath Act. (W9U) a. AI ll con restoration to the most ems Mrs,ma F Ne Public IaA,t-ar-say y m shall confer. le the .se Ret tumunshtsG crenah r-Ingi.on m L H Rrx.m•n'. a. m N. Rectum stama,d Naem4.. S ` m B R. All bMdlnq sma, and Alae sevums ehaN nave badd.9 M ,ya ` � oacamdrae .Rn standard eroema 400 pD. Thme M N be a mMlmum 10 fast larseetel .epe'atlen bete..^ $ .anNnr side -Me and e^w .x .. and . mumu. 5 Met ghemm'al ..p ... Ban between .^^Rely .Me .. . and A eNr F. b CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 TYPICAL BUILDING SEWER STD. PLAN - 406.8 PUBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNECTION SEPTEMBER 2012 YLP 107.13.151 MN SURVEYED: M DRAWN: Nw CHECKED ,W� BY DATE APPR APPRo Eo11M'; •M AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVO 1908 HORIZONTAL: NAD 1983/1991 DATUM BOLTHMES - 3 PLUS EDUALLY SPACED 120' APART ON 23 1/16' (586nn) RIA RC (SFF OFTAII ) RENTON SEWER COVER & FRAME PLAN VIEW 25' DIA. --V [635nn] 1' 3/4' 11 (19PPJ �1 11. 8 3/4' 2 1/2' [,,2PM3 [64MM) TYP COVER SECTION VIEW COVER BOTTOM VIEW t3� ) BLT SOC (ALLEN HEAD) `\ 5/81-11 X 1.5 SS RUBBER WASHER 1\L EON BOLTING DETAIL 26 1/2' DIA [6]3nn] 25 I/4' ➢IA V4' [641nnl - 1 1/16' [6nN 1 1/16' (bnN DIA (27nn3 � 2]nn3 ICOPRENE GASKET 6' [152 MmJ [3nnl/B' 5/8' J 23 3/7DIA�LN[Kann] u6nna [ DGASKET GROOVE DETAIL 2] S/,1' DIA E694nP] 34 1/8' DIA [667nP] NOTES: FRAME SECTION VIEW 1. ALL RDAN ON WORKS INC. NN DP o!3717CI PER EAST JOIRON OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). �Y E=�;d "/�,®Ye PUBLIC WORKS MANHOLE FRAME AND COVER1� DEPARTMENT DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY &M CITY OF AN RENTOR Planning/Building/Public Works Dept. 5 ?� 5-383504 R=3183518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: !( J Date:7-46-6' BY: Date: BY: Date: BY: Date: MAERTINS RANCH SANITARY SEWER DETAILS PERMITS: U15-001308, B15-000196 DRS PROJECT NO. 14103 JAI -11 01.20.2015 PAGE: C18 W Q z U W O ry d h EMERGENCY ACCESS EASEMENT REC. NO. 20051201000097 I I I 1 � I I miI m - -T t 1 SE 1/4 SECTION J. 7UWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH ACCESS EASEMENT REC. --,1 10' SLOPE & TEMPORARY N0. 20080914001333 177 CONSTRUCTION EASEMENT REC. NE 161TH S7 -l .�:i----- NO. 20060808001642 c,.... _ Call 2 Working Days Before You Dig 811. Utifdies Underground Location Center (ID,MT,ND,OR,WA) 1 15' EASEMENT \ REC. NO. 2014030600002525 I \ 1 PNS HOLDINGS LLC II '—NPAT I i DEED NO. I' I� 7207120398 I I I � I I I 5' hWATER MAIN' ASEMENi REC. N0. 6261949 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0425.8273063 F 425 827 2423 2 DEED NO. 6468344 REVISION START FOG LINE 23+77.79, 5.56' Lr MAINTENANCE ONLY DRIVEWAY (GATED) BU i,LT YLP 7.1 BY I DATE I APPR SURVEYED: \\ 7REET SIGN PER CITY OF VERTICAL: NAVO 1988 AS NOTED RENTON STD. PLAN GOI3 DESIGNED:,•1 f118�1 WIH STOP SIGN PER < MUTCD R1-1 DATUM CHECKED AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY FOG UNE 13 APPROVED: UAJ I R-41.50' START FOG UNE 10+37.01, 10.00' LT NPAT NPAT 12 2 TRACT NO PARKING AT ANY TTMEw SIGN (NPAT) J.... SEE DETAIL THIS SHEET NPAT 3 NPAT lO . D NPAT 90 4 i I NPAT g I NPAT I :. � NPAT 8 Call 2 Working Days Before You Dig 811. Utifdies Underground Location Center (ID,MT,ND,OR,WA) 1 15' EASEMENT \ REC. NO. 2014030600002525 I \ 1 PNS HOLDINGS LLC II '—NPAT I i DEED NO. I' I� 7207120398 I I I � I I I 5' hWATER MAIN' ASEMENi REC. N0. 6261949 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 0425.8273063 F 425 827 2423 2 DEED NO. 6468344 REVISION START FOG LINE 23+77.79, 5.56' Lr MAINTENANCE ONLY DRIVEWAY (GATED) BU i,LT YLP 7.1 BY I DATE I APPR SURVEYED: SCALE: sis VERTICAL: NAVO 1988 AS NOTED HORIZONTAL: HAD 1983/1991 DESIGNED:,•1 f118�1 DRAWN: < ONE INCH DATUM CHECKED AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: UAJ VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VER71CAL CONTROL NOTES• 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL S77?EET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS 3. NO PARKING IS TO BE PERMITTED WITHIN 774E TEMPORARY CUL-DE-SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. MUTCD SIGN R7-1 (COR STANDARD) NPAT = NO PARKING ANY7IME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET T-383501 R-383519 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY r� CITY OF RENTON Planning/Building/Public Works Dept. 7�- NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: � �— Date:7-14- BY: Date: BY: Date: BY: Date: MAERTINS RANCH 1 01.20.2015 CHANNELIZATION AND SIGNAGE PLAN PACE: pRAWING N0: C19 PERMITS: U15-001308, 815-000196 SHE"` 19 DRS PROJECT NO. 14103 1AHNINININT X x X � Iw_ I1t, 3,2 X x I y 0 sA X ,tlsk. ALt3 c. m f C�•.2G T, FI � 4 L i mal r�ea. %v►����t��' SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MA ER TINS RANCH it Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) HOLDINGS LLC D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. I I I I I i�i II ► i I i - i I \I I I iII i AS -BUILT MYM IYLP 107.1,3.151MAJ1 SURVEYEDD Ic DESIGNED: MAJ DRAWN: ` CHECKED: IF AJ REVISION BY DATE APPR APPROVED: MAJ NO TES. 1. ASSUMED EXISTING WATER DEPTH IS 3 FT. 2. *ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WATER PIPE. 1. CROSSINGS 4, 5, 10 AND 11 WERE ELIMINATED. W-383501 5-383505 R-383520 AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DJITUM DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON l .. Date: .. R CITY OF MAERTINS RANCH RENTON`' COMPOSITE UTILITY PLAN ; Planning/Building/Public Works Dept. C�)'r-. S83 x` 'P6 w- 3s-3sp I PERMITS: U15-001308, 1]115-000196"„, S . 73, 3 S?J S' DRS PROJECT NO. 14103 A - N N I 15 cup fi Fqi Ax n(qt) rp ` i re -e3n PiI(FF) +� I h° `Yq8 IR3((IFt F1r Ito 41+k 4PF'�111 mr i 9 te,` t F} iF jjj I . F , UTILITY CROSSING TABLE r .- UTILITY lE'S I\ C¢ STA770N 8" WA 8" SS 12" SD F. G. CLEARANCE '-- - - 1 22+16.88, 4.61' L 461.67 456.48 465.34 4.52 2 10+39.31, 5.15' R 462.00 463.67 466.91 *1.00 191;A ' 3 10+39.31, 5.84' L 457.24 46445 466.89 5.54 ^� ; t s • �h(e! 611+67.14, 6.70' R 466.99 468.66 472.37 *1.00 ,I 7 11+67.14, 4.17' L 461.08 467.82 472.42 6.07 8 14+29.32, 6.75' R 468.40 470.07 473.42 *1.00 9 14+29.32, 4.11' L 465.32 469.93 47348 3.94 12 23+69.63, 5.24' L 450.33 443.22 454.00 6.11 13 23+81.16, 16.77' L 433.33 445.88 45313 11.88 14 21+89.68, 4.53' L 464.13 459.96 467.80 3.50 I I I I I i�i II ► i I i - i I \I I I iII i AS -BUILT MYM IYLP 107.1,3.151MAJ1 SURVEYEDD Ic DESIGNED: MAJ DRAWN: ` CHECKED: IF AJ REVISION BY DATE APPR APPROVED: MAJ NO TES. 1. ASSUMED EXISTING WATER DEPTH IS 3 FT. 2. *ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WATER PIPE. 1. CROSSINGS 4, 5, 10 AND 11 WERE ELIMINATED. W-383501 5-383505 R-383520 AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DJITUM DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY NORTH GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. IN COMPLIANCE WITH CITY OF RENTON l .. Date: .. R CITY OF MAERTINS RANCH RENTON`' COMPOSITE UTILITY PLAN ; Planning/Building/Public Works Dept. C�)'r-. S83 x` 'P6 w- 3s-3sp I PERMITS: U15-001308, 1]115-000196"„, S . 73, 3 S?J S' DRS PROJECT NO. 14103 A - N N I 15 z S sn d O w In m a � m EXISTING ELECTRIC X N4 I IOUSE SHED HOUSE FENCE IS 1.1'E. OF ? '< 0 1 '1 :1 • ___ • EXISTING LUMINAIRE MAIL 80XES FENCE IS O.5'W. OF ? FENCE IS 0.2'E. OF ? FENCE IS 0.5'N, X 0.81. OF PROP CORNER B:nLJI WA. R MA'V a 0 O C LOCATION GPS COORD. 3 a LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT,) STANDARD PLAN # 1 m A c O c o 44 LED n. d O w In m a � m EXISTING ELECTRIC X N4 I IOUSE SHED HOUSE FENCE IS 1.1'E. OF ? '< 0 1 '1 :1 • ___ • EXISTING LUMINAIRE MAIL 80XES FENCE IS O.5'W. OF ? FENCE IS 0.2'E. OF ? FENCE IS 0.5'N, X 0.81. OF PROP CORNER B:nLJI WA. R MA'V LINDERGROLIND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). if FENCE IS 0.3'W* OF ? GARAGE `-- FENCE IS ON ? CA UTI O N: 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. ILTI CONSTRUCTION NOTES O INSTALL NEIGHB❑RH❑❑D STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND LUMINAIRE POLE SCHEDULE, OCONNECT NEW LIGHTING CIRCUIT CONDUCTORS TO THE EXISTING ELECTRICAL SERVICE CABINET. MODIFY AS NECESSARY, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION. LUMINAIRE SCHEDULE LUM, NO, POLE )K ID. NO CIRCUI NO, LOCATION GPS COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT,) STANDARD PLAN # 1 CONCRETE PAD A NE 16TH ST 20+67 O — 44 LED I ) I I13 I i 14' 116A I I i A I I 15.0' RT 44 LED NA 14' 12 3 I I I I TR NE 16TH ST 22+44 1 15.0' RT 44 LED NA I I I I I I -I 116.1 4 A NE 16TH ST 23+38 15,0' RT 44 LED 1O' P t 1E 14' 116.1 DRAINAGE [ .r A j--{ EA`'EI ENT 15,0' RT j I Ife cpl I NA 14' Ii I I 6 A ROAD A 10+65 _J. 44 LED NA 14' 116.1 7 A ROAD A 11+45 1 16,5' RT D � I i 10 I 14' 116.1 8 w t 10' UTLI TY I 16.5' LT EASEMENT I NA 14' 116.1 9 A ROAD A 12+86 16.5' RT 44 LED NA ` a I 1 10 1 I A IROAD A 13+34 16,5' LT 44 LED — ... 14' 116.1 — A I I 16,5' RT 8 NA 14' 1161 12 A `II i I � 44 LED NA I 116.1 13 OL..-..--.�- �.. �..� A ROAD A 14+96 I I I I I i I I ( 7 I 14' 116.1 I i A ROAD B 15+35 49,0' LT 44 LED NA 14' 116A 15 A ROAD B 16+21 16.5' RT 44 LED NA I \ I I 116.1 I I 5 LINDERGROLIND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). if FENCE IS 0.3'W* OF ? GARAGE `-- FENCE IS ON ? CA UTI O N: 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. ILTI CONSTRUCTION NOTES O INSTALL NEIGHB❑RH❑❑D STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND LUMINAIRE POLE SCHEDULE, OCONNECT NEW LIGHTING CIRCUIT CONDUCTORS TO THE EXISTING ELECTRICAL SERVICE CABINET. MODIFY AS NECESSARY, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION. LUMINAIRE SCHEDULE LUM, NO, POLE )K ID. NO CIRCUI NO, LOCATION GPS COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT,) STANDARD PLAN # 1 CONCRETE PAD A NE 16TH ST 20+67 O 16.0' RT 44 LED NA 14' 116A 2 A NE 16TH ST 21+39 15.0' RT 44 LED NA 14' 116.1 3 A NE 16TH ST 22+44 1 15.0' RT 44 LED NA 14' 116.1 4 A NE 16TH ST 23+38 15,0' RT 44 LED NA 14' 116.1 5 A ROAD A 10+44 15,0' RT 44 LED NA 14' 116.1 6 A ROAD A 10+65 16.5' LT 44 LED NA 14' 116.1 7 A ROAD A 11+45 16,5' RT 44 LED NA 14' 116.1 8 A ROAD A 11+86 16.5' LT 44 LED NA 14' 116.1 9 A ROAD A 12+86 16.5' RT 44 LED NA 14' 116.1 10 A IROAD A 13+34 16,5' LT 44 LED NA 14' 116.1 11 A ROAD A 13+92 16,5' RT 44 LED NA 14' 1161 12 A ROAD A 14+40 16.5' LT 44 LED NA 14' 116.1 13 A ROAD A 14+96 20.0' RT 44 LED NA 14' 116.1 14 A ROAD B 15+35 49,0' LT 44 LED NA 14' 116A 15 A ROAD B 16+21 16.5' RT 44 LED NA 14' 116.1 w NOTEI POLE ID NOS, ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION WIRING SCHEDULE C❑NDUITCONDUIT RUN SIZE CONDUCTORS NOTE © 2,0" PVC (SCHEDU E—#8) 1—#6 GREEN TYPE 1 JUNCTION BOX WITH ® CONCRETE PAD LEGEND 3 T-383502 R-383521 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS /'/ •Sp �w DATE 7// -P// -r DATE 7-1 /S DATE NORTHWEST TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034.�3•IS Phone: 425.522.4118 Fax: 425.522.4311 LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE — — — — — — — PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH ® CONCRETE PAD WIRE NOTE O CONSTRUCTION NOTE 3 T-383502 R-383521 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS /'/ •Sp �w DATE 7// -P// -r DATE 7-1 /S DATE NORTHWEST TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034.�3•IS Phone: 425.522.4118 Fax: 425.522.4311 I N y N J x, N II II h II II 7 it Ld 0 FL aAi YE AND POLE ADAtEO PART9 $HAIL BE {AVOIR? PRIMED M!C POORER COALED. DRISH EADRi RAL MIX "ET OAADW 16-1fa' PRESIICC SERIES (CYf]TA) LEO POST -TOP TUMINAIRE (W67TAAE 01,11 SAL 1YERR, MR1' VISAS 1]V RIBBED ASITYUC LENS) BY CYCLONE (OR APPROVED EWA`) DRIVER $HAL BE INTEGR l TO THE. EIAIMRL FOR STREETLIGHT Null mr�C Cf.Tk REFER TO DRY DE RENTON 4D RAN If] 1/-D' ELULED SHAPE 5 DIAMETER, STRAIGHT AIAMpUM POLE (pole-l4-BBA6-Rai9dosii-11111) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT. PROVIDE I/VI CIA'ORAM TUBE MOUGH GROUT. 2'15• MANHOLE DECORATIVE AENMINUM DANS— SM COVED. BD46 BY CYLi&1E. (OR APPROVED EWA) 'EE ME BASE Mimi. Ids SHEET 2' CONNII UNLESS STATED BMENI}SE PLANS mum BOLT 2' COMMIT UNLESS STATED OTHERWISE ON PLANS ]/I' CHAMFER (TVP)' 1'-6• MIN BELOW— GROUND. 2'-0' MIN UNDER PAVEMENT 4 �� BASE PLATE DETAIL 24'„/'EYEIi JY BARS, / ON: COIDUT �7 M FOUNDATION 12 Ski CIRCLE (DIA PER •° •••_• •• SAM PLATE TRIM', 1 NUMBERING BMs SHEFT) FOUNDATION /1 Hoots 0 12- SE010N 3' GROUND POLE ID FOUNDATION 3 T 0 7 IIIQpTY NCTION BOX TYPES I IN 2 TO FIXTURE GROUND LUG 14 HOOPS W 12' ---�` d - Is BARS, EVENLY SPACED 1 1/}• OR NM- BOLT xCil N T FOR'MAIDADON WAS, SEE THIS SHEET POLE ELEVATION FOUNDATION .DETAIL T/B• MA HOLE (TVP) 1/1 STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL THIS 51w) Pol,t BASE DETAIL ANCHOR 6OLT TEMPLATE DETAIL I& OF POURDATI ANCHOR BOLO 4 TOTAL. 3/4* DA (ISP) b 1/I' NEk NUTS, STEEL ES ROD PER ANCHOR 0 ), FLAT BASNDIS TB REDD PER ANCHOR 900 ANCHOR 901.IA555E_MBLY WAIL FOUNDATION DETAILS CTn PLAN - 11 R 1 PUBLIC WORKS _I NEIGHBORHOOD STREET ARTMENT PEDESTRIAN LUMINAIRE DEP FIXTURE AND POLE DETAILS SPLICE KIT EPDXY FI WYE SPLICE DIAMETER = 7/8" 4-7/8' LOAD ►I LOAD LINE 1/4" FUSE 1/4" 1 /8" 1/8" CUTTING RINGS" }V FUSE KIT NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE COR FOR APPROVAL PRIOR TO ORDERING STREET LIGHTING, AS-BWLT T-383503 R-383522 FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Standard plana LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAG CAUTION: 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. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS 4 • 4ATE DATE �—�—/5- DATE IS f Tra,tx NORTHWEST TRA FF/C Ex"" Tv 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522,4311 DATE - INSTALL DECAL NUMBERS VERTICALLY. �7 INSTALL IN DRY WEATHER, 50' F OR MOM FUSE HOLDER TO FIXTURE MIN ' NO SPLICES. •° •••_• •• GROUND ROTI 1 NUMBERING FUSE NITS OUICK DISCONNECT mi TO LUMINAIRE , O O z 3' S.E.C. OR EQUAL AWG IN A JACKETED CABLE. 3 REFER TO WSDOT LOCKING UD STANDARD Wa GREEN INSULATED MRE 0 7 IIIQpTY NCTION BOX TYPES I IN 2 TO FIXTURE GROUND LUG I li$TANDJUAND PLAN J-40.10-03 C s LED TYPE STREET LIGHT POLE JUNCTION BOX i . DRAIN HOSE PLAN VIEW 6 SPLICE NP ON ALL MRU UNDER POLE RARE BE L[[yyEE�� MTN TFP a sgEWAUc MINE RUNT OR CMRBi. I 4' CONCRETE PAD 5' W. WATTAGE CURB 4" DEEP MOUNTING p FO 7 MIN. BARE - G#8 ROUNDMTOPPER I II 15 FEET 1 CLAMPBI e A ° Z ' + I II 4, Ij SIDE VIEW F .4 II II MREW/GREEN INSULATION 2' PVC CONDUIT '.'. { FROM SERNCE CABINET SYSTEM { LIGHTING STANDARD & JUNCTION BOX �- FLOW WINES TO CONTACTOR (SIZED AS REO'O.) CONCRETE PLAN VIEW FWNDADON _ I 1-3/4" TO 2" ]' SO. OR DIA. I 5/0"AO' COPPER CLAD - j GROUND ROD I I; NOTES I 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE INDIVIDUAL JUNCTION BOX i POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS NOTE: SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. j I' CLASS 'B' CONCRETE TO BE LEGEND ON BLACK BACKGROUND THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED c t WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE USED IN CONSTRUCTION OF PAD TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG -A #B GREEN PUBLIC WORKS INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. , I . !l�111�tl1kI.- � `l 0 4 4 DEPARTMENT STD. PLAN - 119 4 PUBLIC WORKS DEPARTMENT CONCRETE PAD DETAILS PUBLIC WORKS TYPICAL LIGHTING DIVED: APPROVED ' 4 DEPARTMENT UNDERGROUND SYSTEM FE SPLICE KIT EPDXY FI WYE SPLICE DIAMETER = 7/8" 4-7/8' LOAD ►I LOAD LINE 1/4" FUSE 1/4" 1 /8" 1/8" CUTTING RINGS" }V FUSE KIT NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE COR FOR APPROVAL PRIOR TO ORDERING STREET LIGHTING, AS-BWLT T-383503 R-383522 FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Standard plana LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAG CAUTION: 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. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS 4 • 4ATE DATE �—�—/5- DATE IS f Tra,tx NORTHWEST TRA FF/C Ex"" Tv 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522,4311 DATE - INSTALL DECAL NUMBERS VERTICALLY. LUMINAIRE "RES WILL BE A CONTWUQUS RUN INSTALL IN DRY WEATHER, 50' F OR MOM FUSE HOLDER TO FIXTURE MIN ' NO SPLICES. GROUND ROTI 1 NUMBERING FUSE NITS OUICK DISCONNECT mi TO LUMINAIRE , 3 AMP IN ONE FUSE KITS LUMINAIRE MINES MILLBE.'/I2 S.E.C. OR EQUAL AWG IN A JACKETED CABLE. 3 REFER TO WSDOT LOCKING UD STANDARD Wa GREEN INSULATED MRE IIIQpTY NCTION BOX TYPES I IN 2 TO FIXTURE GROUND LUG I li$TANDJUAND PLAN J-40.10-03 C s LED TYPE GROUND WG i . DRAIN HOSE SPLICE KITS CLEAR EPDXY 2• MIN. GROUT TOP OF CONCRETE FOUNDATION TO 6 SPLICE NP ON ALL MRU UNDER POLE RARE BE L[[yyEE�� MTN TFP a sgEWAUc MINE RUNT OR CMRBi. I 4' CONCRETE PAD 5' W. WATTAGE CURB MOUNTING p FO 7 MIN. BARE - G#8 ROUNDMTOPPER I II 15 FEET 1 CLAMPBI i + I II 4, Ij 1 -#a EWIPMEN i 45 II II MREW/GREEN INSULATION 2' PVC CONDUIT '.'. { FROM SERNCE CABINET SYSTEM { 2 - LIGHTING SYSTEM - 1 �- FLOW WINES TO CONTACTOR (SIZED AS REO'O.) CONCRETE i FWNDADON _ I 1-3/4" TO 2" ]' SO. OR DIA. I 5/0"AO' COPPER CLAD - j GROUND ROD I I; NOTES I 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE i POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS 2-1/2" TO 3" SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. j I' 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR I LEGEND ON BLACK BACKGROUND THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED c t WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE 1 TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG -A #B GREEN PUBLIC WORKS INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. , I . !l�111�tl1kI.- � `l 4 4 DEPARTMENT STD. PLAN - 119 PUBLIC WORKS TYPICAL LIGHTING APPROVED ' 4 DEPARTMENT UNDERGROUND SYSTEM SPLICE KIT EPDXY FI WYE SPLICE DIAMETER = 7/8" 4-7/8' LOAD ►I LOAD LINE 1/4" FUSE 1/4" 1 /8" 1/8" CUTTING RINGS" }V FUSE KIT NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE COR FOR APPROVAL PRIOR TO ORDERING STREET LIGHTING, AS-BWLT T-383503 R-383522 FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Standard plana LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAG CAUTION: 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. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS 4 • 4ATE DATE �—�—/5- DATE IS f Tra,tx NORTHWEST TRA FF/C Ex"" Tv 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522,4311 DATE - INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. 1 NUMBERING 2 EXAMPLES 3 4 C s LED TYPE 5 6 7 WATTAGE CURB MOUNTING p FO HEIGHT 'F! 15 FEET + cF 45 TRAFFIC �- FLOW PLAN VIEW 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. PLAN - 181 - PUBLIC WORKS STREET LIGHT STANDARD . !l�111�tl1kI.- � `l 4 4 DEPARTMENT DECAL NUMBERING SYSTEM SPLICE KIT EPDXY FI WYE SPLICE DIAMETER = 7/8" 4-7/8' LOAD ►I LOAD LINE 1/4" FUSE 1/4" 1 /8" 1/8" CUTTING RINGS" }V FUSE KIT NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE COR FOR APPROVAL PRIOR TO ORDERING STREET LIGHTING, AS-BWLT T-383503 R-383522 FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Standard plana LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAG CAUTION: 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. UNDERGROUND UTILITY NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION 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). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS 4 • 4ATE DATE �—�—/5- DATE IS f Tra,tx NORTHWEST TRA FF/C Ex"" Tv 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522,4311 DATE RW. orhrsnended for Approval — — - — -- — N 1 °25'12"E 339.53' 474 D W I n r I ! I t 00 O !D I ND i �wu �m On o�m o I i ,J. r F-� mI � Y ( j , Z I cflz O 0 N0 I I I I I I i- -- - 00 o LANP5CAPIN6 To M IN5TA M2 I I A5 PART OF PLAT IMPROV WW5 ----------------------------------------------- LANP5CAPING TO M IWALI N2 A5 PART OF PLAT IMPEOVI;MPNTS ®® . rI N01 2512E e 29561' °�� ��®-®® -- - -- ----- - ---• kA a . a . _ i.r,'.." y; a A dA n Cs P� • `. \ , a?P ° �� ♦. Z. 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AT fl� I l3ulll7l NG GRMIT P I i \ y !` I I - I I Ir i zI tl I �S TO [3� INSTALL�n A~ LAN175CAPING TO 13E; INSTALL�b I I TRS T 11M� OF A5 PAP.T OF PLAT IMMOVMN1 1 _ I PULPING PERMIT i i 1 I W. i I _” _4_ _ I i f� 00 i r --- o - 1 - 1 00 ,.._ • _ ter-.• j` �.=-^ _ :��- . s-r�uiLT IN5T&L PAPK MICH AT IN— LANP5CM MP5, HATCH NOT SHOWN R-383523 . _ .a.,aI., I NOp11-I o 20 a 40 NJ °25'16"E LO U-) LO ri ui Z t'� 1 I DRAWING NAME: Zz JMV � JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON cn O V \ 0 0 N m U UJ U Cf U Q W o Q tea= LO U-) LO ri ui Z t'� 1 I JOB NUMBER: DRAWING NAME: Zz JMV � JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON O V \ JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON L -1 5H��T I of 2 Y' 1 \ p/ t \ 14 If 1 ` LL w t 10' WIPTH LANI25CAPF ftfFFP, TO M IN5T&L Ff7 A5 rW OF MIWIN6 PFl?MIT LANP5CAPINCA TO CSF IN59U W A5 PAPT OF PLAT IMMOVFMFNT5 5f MFT TMF5 APMOXIMAMY 30' -011 AWAY FPOM 5TP MICAH5 It m OR 11� m .,. Of PW IMPFOV�M�,N5 "Fill41 � � { ® • 9 � . vgj _. III �I� 1®I • � � IYY �� ��I4� • � v �.11�.�-��-��!'r_iM' ,1�►�f'��►"�_^dam i� ',�i}�_�u�G+� �yG���c�,•'� '� M� I•11•,�e� `I � • PLANT 5CH�Pl2 (30TANICAL NAW COMMON NAME 51ZF QUANTITY IUAP.K5 Trlf�5 Magnolia erandiflora Tictorla'*�* Fvergreen Magnolia 2" cal* 15 Full and Matching 2,511 cal* -5 Full and Matching C Cupres5ocypari5 Ieylandi Leyland Cypress 8' -10' ht 18 FUII and Matching �l Thuja plicata Western Fed Cedar 6'-1' ht 12 Full and Matching *Note; Caliper 15 measured 611 above finish grade, 5ee landscape plan for locations of 2,5" caliper trees. **36 replacement inches required, 15 2" caliper trees - 30 replacement inches provided + 3 2,5" caliper trees - -7,5" replacement inches provided 31,5 replacement inches provided SHpU�S pN Phododenclron 'Arlah Kru5chke'* Phodie 2.gal 5 Full and Matching CT Carex te5tacea* Orange 5ecee 2 cal 49 Full and Matchinq Q— Penni5etum atop, 'Little Bunny'* I2warf Ft Grass 2 gal 12 Full and Matchiq Lavandula 5p.* Lavender 2 gal 39 Full and Matchinq NO— Nandina domestica 'Fire Power'* Heavenly Bamboo 2 cal 23 Full and Matching a— Ci5tu5 hybridu5* Fockrose 2 gal 26 Full and Matchinq Helictotrichon 5emperviren5* Blue Oat Grass 2 gal 31 Full and Matchinq GS Fuonymu5 5p, 'Gold 5pot'* Fuonymu5 5 cal 6 FUII and Matchinq ®— Mi5canthu5 5inel Maiden Grass 5 gal 84 Full and Matchine Thula occidentalis '5margd'* Fmerald Green Arborvitae 6'-1' ht 50 Full and Matchinq CAPUM COMM, :::..`..,::::-: If?f;UMP LAWN nrt'TH M.P005f W0019 CHIP5 Taper chips down to base of trees and Shrubs, 12o not cover trunks with wood chips 2" -3" PrM MAN PAPK MULCH Taper mulch down to base of trees and shrubs, l2o not cover trunks with mulch 10' WPM LANI75CAPF PL FFM TO ft IN5TA1FI2 A5 PAPf OF PULPING MMIT FINISH 2" MAX_ -PRUNE DISEASED AND Zffl O p LAN95M BROKEN BRANCHES SPECIFIED TREE STAKE(S)� z CHAIN LOK TIE (2) INSTALL 'TREE BOOT" OR ARBORGARD" IN LAWN AREAS. Wo REMOVE BINDING TWINE &TOP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER 1/3 OF BURLAP. PLANT TREE 1"-2" HIGHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2" SETTLED DEPTH WITH SPECIFIED MULCH THAN IN NURSERY CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR a- WATERING BASINFERTILIZER ll TABLETS 3. \ , \ IV/ (4-21 GRAM -20-10-5) ECTO1 FOR TREES Y ry ;'� ,,. ROOT DEFECTOR FOR TREES ADJACENT TO SIDEWALKS TO SIDEWALKS _,f- SPECIFIED PLANTING SOIL " - SCARIFY PLANTING PIT PRUNE DISEASED AND SPECIFIED BELOW IN THESE NOTES. SIDES AND BOTTOM UNDISTURBED GROUND `, <':'1' ' 6" DEEP, FIRM, NATIVE THE DRAWINGS. SOIL MOUND 12" MIN. FOR WOOD r PLANT 1" HIGHER THAN: STAKES & 18" FOR REBAR CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. IN NURSERY 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP FINISH GRADE HOLE (OR THROUGH HARDPAN) FILL THE TOP 6" OF SOIL. WITH CRUSHED ROCK. VERIFY GOOD SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES ECIDUOUS TREE PLANTING & STAKING DETAIL DISEASED AND BRANCHES OK TIE (2) :D TREE STAKE(S) BINDING MATERIAL AND 3 OF BURLAP G BASIN SOIL BACKFILL PIT SIDES AND BOTTOM JIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 10' WIn1Ti LANI75CAPF C3UFFFPI TO f3F IN5TA1Fi2 A5 PAP,T OF PULPING PFPMIT SHRUB PLANTING DETAIL NOT TO SCALE "Recommended fQT Apprq i z �j Zffl O p LAN95M U Uj z N01L5 Wo 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER CIL SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR a- IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 V 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 o PRUNE DISEASED AND SPECIFIED BELOW IN THESE NOTES. BROKEN BRANCHES 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. REMOVE TOP 1/3 OF BURLAP 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL PLANT 1" HIGHER THAN: CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. IN NURSERY 2" SETTLED DEPTH OF 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO FINISH GRADE SPECIFIED MULCH THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN INA SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: LAN25CAPIN6 TO M lN5%A FI% A5 PM `';�,, �A'`' A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MA TTER, ;` TABLETS/SPECS B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND OF CLAY IMppOVFMFNTS LC. i FERTILIZER MEASURE Ph VALUE. � SPECIFIED AMENDED BACKFILL 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 6" � COMPACT AND WATER THOROUGHLY 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. ., FIRM NATIVE SOIL MOUND 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE., - ^^^-^•' . '•• ^T" A GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES 10' WIn1Ti LANI75CAPF C3UFFFPI TO f3F IN5TA1Fi2 A5 PAP,T OF PULPING PFPMIT SHRUB PLANTING DETAIL NOT TO SCALE "Recommended fQT Apprq i z �j Zffl O p W Q' U Uj z Wo Q CIL =) a- V O 7 -r Q c'! cD M � C5 N M jz OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL JOB NUMBER: PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY DRAWING NAME: 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 DESIGNER: JMV SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DRAFTING BY: JMV DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. DATE: 11.16.14 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. SCALE: AS SHOWN R-383514 (E]NRTN 0 20 JURISDICTION: RENTON L-2 40 80 5H��f 2 of 2 vz Q V O OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL JOB NUMBER: PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY DRAWING NAME: 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 DESIGNER: JMV SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DRAFTING BY: JMV DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. DATE: 11.16.14 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. SCALE: AS SHOWN R-383514 (E]NRTN 0 20 JURISDICTION: RENTON L-2 40 80 5H��f 2 of 2 =465.23(E) I8sr4. 9+86.21, 2.07' L ;T. CRQUtJJ-- STA11 2flrg3.53, 4.5 A CGNNECF. �IFTSR P1TFfSSURE I I ACCEPTANI�E & MAIN CABINET T INTO IWSTING ' )NC. PAD \ 1 8" T (FLxFL) 8„ D.1, SP*;S ?b SLk VES ,(MJ) 5 -8ti GA 7E VAL'KES COAI.CRElE HOUSE ' ECR I 471. t" 1, R rn • a v EXCL - 7� SHED� i 5 2 FG, 47.7 4 RIM=468.82 U!"Vl ?(N) S MH _.� e6t fE.. �, W) \ RPMa b l 23 'SHINIb ikl 8 PLr=4�t.43 \N) IVW�7 ZJ 62 6 r !C�51.28(0 1E,l�'Lt'III) JUSTTNM'NWHOLDINGSCOM �LN�3iYl���l) r , D.R. STRONG CONSUL77NG ENGINEERS, INC. IJ) 7; 6 .. ........................... KIRKLAND, WASHINGTON 98033 THIS SHEET) (425) 827-3063 , I RESTORATION ANDOVERLAY TO BE DDA DING TO CITY OF RE TON STANbARDS ; 5 f' W/NOSTONE DIV' 4 NUMENT IN CASE I VOL. 225, PG. Pl-f OIL. H031 (TYP.) 'G FIRE HYDRANT REVOWW AGED 4 ! 0 90 ! CB PR07EC77ON EX 8 D! WATER MAIN = PER.•xrc19 l zt=gt , )7a7 1124 ♦li" C".'`"'= , + t. F i Q , I 4 O 7E CNCRE B G �1 INFO M 7l 1 , � t , 4r, d ,c 8 x i S E£1' TYP. V 4 ) + ♦ t W13 SS 41 G 469.5 IG 450 5 OTS5 AND 6 , ♦ ♦ Y r r t t11 (� T. �-c t t.. rr�� g. 0ITNoy �v 1 i'. .,, 10, 1. �vvv , �,� A 6 it 14 BASING AT STORMN , S 77014iiI It 4 ka JCTURE CROSSING ;ry�l', i I FG 463:5 DEFLECT 111SERVICE 't \ .y 6 7 7.22' Iy. ¢I. ASSEMBLY F t ONFLIEI ,CASING, I X MJ ° t17 rs t +c=a z 1' t.t) ,2-.31=438.85 8tiS Si3'C3 CH 1M�) 2`2h'56169YR?3I6,2� �. ,SIE, 4.y• �6' IEE (FLxM(}J)I IG{ATEiVALVE lkiMJ 2Q:LFt6� � I. CL 2 1i:AS=REQUIRELaw) I Ai.THR1JsT48t5Or 1410 ER KCWD90 DETAIL W-4 RIM - C 1R (.F ' ............ NE 3-23-5 EE L OWER L EFT 3- I ... A7ER METER &TH PARCEL N0. I I FOR LOTS' 5, ANA 6 , MOD 7E FIR£ I TO ACCOM _ A __t 032305 9124 /<... r SUPPRESSION SYSTO- •\:Al 1 , \ STA., 16+08.11, 7.20'R � y, N , 7 2 AIR VAC. ASSE--- 90 DETAIL W Ie v - PER KCW9D ,. , ' ' ... T IGH ai LOCATE A H '} LDL FIE � s I 1 I r � � r s. POINT OF MAIN), 11 STA. 16+2_9.7_1 7 T R :1 + f FG x 75.7 X45' BEND`' . ..t -I -I ? \ 7-8 CONCRETE BLOCKING Hd,t1 f. 24 LF 8" DJ, CL. 52 S 16+ .32 24.00' R 1-6" 45' BEND CONCRETE BLOCKING +' Al.i f E CK If p64l' .. ��FG 475.8-' 3 r• PROJECT CONTACTS: APPLICANT / OWNER ............... PAW HOLDINGS, LLC Wf IHR PER KCWNJ90 DETAIL W-4 L6- D.I;:CL. I ............................................9675 ......I.......................................I MERCER ISLAND, WASHINGTON 98040 ......................................... ......... (206) 588-1147 BOTTOM OF PIPE 463.67 CONTACT. JUSTIN LAGERS .................................................. ............................................... JUSTTNM'NWHOLDINGSCOM CIVIL ENGINEER ....................... D.R. STRONG CONSUL77NG ENGINEERS, INC. ........... 7 H AVENUE 620 T .. ........................... KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 .................................................CONTACT MAHER A. JOUDI, PIE. c D! 0 G. COM MAHER.JOU BDRSTR N (LF AS, REQUI D.R. STRONG CONSULTING ENGINEERS, INC. 8 ........620 77H AVENUE ................................... .......................... KIRKLAND WASHINGTON 98033 .................................................1(425) 827-3063 ..........................................CONTACT. STEPHEN J. SCHREI, P.L.S ...................................... STEVE. SCHREIODRSTRONG• COM CC 473.43 8 WA i *1.00 W1 THRUST BLOG PER KCKVPO DETAIL 4 �� t. WA 464.13 o w � � i � ! -I- 8 SS 460.63 3.50 tr G 473.E ; � o { N M w I it 1 q.74- x: ti FG 475.3 0 61.3 JQ¢ 3,. PARCEL x g :2 � t � O N � 16' DIA �k FG 476.G O •�A. j2+ z OJ 0 '' R STEEL CA511JG CEN RED A STORM STRUCTURE CROSSING rr I I_C4, 14•. END I + IOC INC PARCEL 140. HOUSE10 ' 032305-9238% t n . ' I ` - 4- x--..�� FG`475,8, �_ -- : .. t , 10 FG 476.0 i' ' --1 P' UTlty ' 1 0.3 6 ;, k i , r• 1 � , , , ON EIF BLOCKING r Ita �Fp I FO 475.5 i 1-5 1/4" MVO F.H. A55EMBLY I. -8-x6- TEE (FLxMJ) �ll I i y� j' rr //✓ 1-6" GATE VALVE (FLxMJ) t11 LF 6" D.I. CL. 52 (LF AS REQUIRED) UST BLOCKWG °fin• "b J 7 x, a, rs t +c=a z 1' t.t) ,2-.31=438.85 8tiS Si3'C3 CH 1M�) 2`2h'56169YR?3I6,2� �. ,SIE, 4.y• �6' IEE (FLxM(}J)I IG{ATEiVALVE lkiMJ 2Q:LFt6� � I. CL 2 1i:AS=REQUIRELaw) I Ai.THR1JsT48t5Or 1410 ER KCWD90 DETAIL W-4 RIM - C 1R (.F ' ............ NE 3-23-5 EE L OWER L EFT 3- I ... A7ER METER &TH PARCEL N0. I I FOR LOTS' 5, ANA 6 , MOD 7E FIR£ I TO ACCOM _ A __t 032305 9124 /<... r SUPPRESSION SYSTO- •\:Al 1 , \ STA., 16+08.11, 7.20'R � y, N , 7 2 AIR VAC. ASSE--- 90 DETAIL W Ie v - PER KCW9D ,. , ' ' ... T IGH ai LOCATE A H '} LDL FIE � s I 1 I r � � r s. POINT OF MAIN), 11 STA. 16+2_9.7_1 7 T R :1 + f FG x 75.7 X45' BEND`' . ..t -I -I ? \ 7-8 CONCRETE BLOCKING Hd,t1 f. 24 LF 8" DJ, CL. 52 S 16+ .32 24.00' R 1-6" 45' BEND CONCRETE BLOCKING +' Al.i f E CK If p64l' .. ��FG 475.8-' 3 r• PROJECT CONTACTS: APPLICANT / OWNER ............... PAW HOLDINGS, LLC Wf IHR PER KCWNJ90 DETAIL W-4 SE 36TH STREET SUITE 105 I ............................................9675 ......I.......................................I MERCER ISLAND, WASHINGTON 98040 ......................................... ......... (206) 588-1147 BOTTOM OF PIPE 463.67 CONTACT. JUSTIN LAGERS .................................................. ............................................... JUSTTNM'NWHOLDINGSCOM CIVIL ENGINEER ....................... D.R. STRONG CONSUL77NG ENGINEERS, INC. ........... 7 H AVENUE 620 T .. ........................... KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 .................................................CONTACT MAHER A. JOUDI, PIE. c D! 0 G. COM MAHER.JOU BDRSTR N SURVEYOR .............................. D.R. STRONG CONSULTING ENGINEERS, INC. 8 ........620 77H AVENUE ................................... .......................... KIRKLAND WASHINGTON 98033 .................................................1(425) 827-3063 ..........................................CONTACT. STEPHEN J. SCHREI, P.L.S ...................................... STEVE. SCHREIODRSTRONG• COM VICINITY MAP 1 "=1500' 6 LEGAL DESCRIPTION: NC F:Z-rH PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF 714E SOUTHEAST 1/4 OF SEC77ON 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON,- EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH UNE; EXCEPT THAT PORTION OF SAID NORTH 67744 FEET LYING SOUTH OF S C77ON OF THE 714E FOLLOW4?NG DESCRIBED LINE! BEGINNING AT THE INTER E SOUTH LINE OF THE NORTH 677.44 FEET W/774 THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SEC77ON 3• THENCE NORTH 87 DEGREES 49 MINUTES AND 08 SECONDS THE BEGINNING OF 89.07 FEET 70 H WEST ALONG SAID SOUTH LINE A DISTANCE DEGREES, 07 MINUTES 57 SECONDS WEST A THENCE NORTH F SAID LINE; TH 0 S 015TANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST OF SAID SECT70N OF 7H SOUTHEAST 1 4 SOUTHEAST 1 4 E FEET OF INE � 130 EE 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS. 6468344 AND 7207120398. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER., 032305902101 in Wf IHR PER KCWNJ90 DETAIL W-4 UTILITY CROSSING TABLE C,}' 1 U77LITY 12 SO BOTTOM OF PIPE 463.67 ATP OF PIPE CLEARANCE (FT) F, G. 466.91 1 8 WA 0 462.67 *1.00 r 2 12 SD 468.66 c Z 47237 o 8 WA } 46766 j�'- FOR METERS_- 7YP. 3 12 SD 470.07 CC 473.43 8 WA 469.07 *1.00 I: o WA 464.13 o w w 46780 � EX. -I- 8 SS 460.63 3.50 VICINITY MAP 1 "=1500' 6 LEGAL DESCRIPTION: NC F:Z-rH PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF 714E SOUTHEAST 1/4 OF SEC77ON 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON,- EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH UNE; EXCEPT THAT PORTION OF SAID NORTH 67744 FEET LYING SOUTH OF S C77ON OF THE 714E FOLLOW4?NG DESCRIBED LINE! BEGINNING AT THE INTER E SOUTH LINE OF THE NORTH 677.44 FEET W/774 THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SEC77ON 3• THENCE NORTH 87 DEGREES 49 MINUTES AND 08 SECONDS THE BEGINNING OF 89.07 FEET 70 H WEST ALONG SAID SOUTH LINE A DISTANCE DEGREES, 07 MINUTES 57 SECONDS WEST A THENCE NORTH F SAID LINE; TH 0 S 015TANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST OF SAID SECT70N OF 7H SOUTHEAST 1 4 SOUTHEAST 1 4 E FEET OF INE � 130 EE 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS. 6468344 AND 7207120398. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER., 032305902101 in Wf IHR PER KCWNJ90 DETAIL W-4 z 0 2 1 10' WATER�ESMT, 0 1" r au w c Z LEGEND o N 0 } j�'- FOR METERS_- 7YP. o w CC o EX. UTILITY POLE ao I: o � L) o w w Z � r a tr G 473.E ; � o N N M w it 1 q.74- x: ti 0 0 JQ¢ PARCEL x g :2 � t � O N � 16' DIA STREET Wf IHR PER KCWNJ90 DETAIL W-4 1 10' WATER�ESMT, co 1" LEGEND o } j�'- FOR METERS_- 7YP. EX. MAILBOX t EX. UTILITY POLE ao I: o � LIGHT o w Z SEPARA?70N (Typ) r Z ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND r._ I, EX. ti a z a G a w ro 15' EASEMENT ! I GAIL .,.._,,'A� -`'-� 'T I WATER PIPE _ c�--- EX. LIGHT POLE q ¢ a a o o v REC. N0. i 1 20140306000025: - y -- ❑ EX CATCH BASIN I f -- NOTE: N:i)r4F W{r,11SE' / EX. SEWER MANHOLE PARCEL 140. T I F iY / > NO CONNEC77ONS TO EXIS77NG WATER MAIN UNTIL AFTER TEST AND PURITY 04 032305-9179 ` / EX. TELE RISER Will v ` ACCEPTANCE EX. SIGN Z m APPROX. LOCATION I O OF EX. FIRE HYDRANT - \ CONNECTION NOTE: z Vi , t?t EX. WATER METER Z � M w CONTRACTOR SHALL POTHOLE EXISTING 8" D.1, WATER MAIN (IN NE 16TH DC EX WATER VALVE V L W 2 v ci a \ TA. 17 97.97 1 .00 R DEED 140. I DEED 140. STREET AND EXISTING 12" Dd. WATER MAIN IN RENTON ISSAQUAH RD SE) TOVN 1-8' 22 'BEND p 7207120398 6468344 VERIFY DEPTH PRIOR TO CONSTRUCTION. ENG/NEER TO BE NOT/FIFO c. EX WATER BLOW OFF z Z q �S N \, ; I PARCEL N0. CONCRETE Bi jr,: T +li I PARCEL N0. IMMEDIATELY 1F THERE 1S A VAR1A170N FROM THE PROFILE. (3' COVER O }r 5 x.2.5' DEFLEC770N I ' '+r 032305-9167 032305-9207 CURRENTLY SHOWN AT CONNECTION POINTS) }� EX FIRE HYDRANT -_-j S AT EACH END GENERAL NOTES: ( EX. DECIDOUS TREE LU x v 2" TEMPORARY 1. ALL WORK SHALL BE PERFORMED 114 ACCORDANCE WITH THE SPECIFICA77ONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE EX. CONIFEROUS REE Li U W CL. 5 AFTER PRESSURE &PURITY 7TSST SPECIFICA77ONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF 4 2 K >' I I I ACCEPTANCE & MAW FLUSHING, - SHALL BE KEPT ON SART IE AT ALL TIMESOM THESE DURING CONSTRUCTION. VED PLANS ')^( PROPOSED STREET LIGHT AND CAB/NET - �"` T� � e � o z a CUT INTO EXIS77NG 12" C.I. WITH: 0 I\ 9 P 1-12"x8" TEE (FLxfT) PROPOSED STORM DRAINAGE' w r a R C 12_12" D.I. SPOOLS (LF AS REQUIRED) 2. THE OWNER SHALL FURNISH THE ENGINEER NTH A COPY OF THE TO BE ABANOONE APPROVED ROAD GRADE, ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR PROPOSED SANITARY SEWER 5 a".. CZq O 2-12" SLEEVES (MJ) TO ANY WATERMAIN CONSTRUCTION. F 't 5' WATER 12_ 12" GATE VALVES (FLxMJ) O y" W _ 1 MAIN EASEMENT rt q67 RSC. 140. 6261949 1 6" D.I. SPOOL (LF AS REQUIRED) 3. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION \ �Y -I 1-8" SLEEVE (MJ) AND NO GUARANTEE IS MADE AS TO 7HE EXACT SIZE, TYPE, LOCATION, OR PROPOSED WATER 1-6" GATE VALVE (FLxMJ) DEPTHS. { W/ THRUST BLOCKINGS 4, PRIOR TO CONSTRUCTION OF ANY WATERMA/NS, THE STREETS AND LOTS -7 •sv w ckf N ~ _ - (SEE CONNECTION NOTE THIS SHEET) PROPOSED FIRE HYDRANT u v 4u I SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING z �-L ME1ER AF,F �??Em M§6 . UTILITIES N PROPOSED WA y' } 5. ALL WORK IN STREET RIGHT-OF-WAY TO BE IN ACCORDANCE W1774 THE PROPOSED GATE VALVE TO BE 00 \R�N% N \ REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF 1 PROPOSED CONCRETE BLOCK/NG O f `�� TRENTON, i PROPOSED BLOW OFF GTO CITY OFPROPOSED AIR VAC N STANDARDS WATERMAIN SHALL PASS UNDER RMSEERWRU10 V4'7MAINT FDOMINIMUM COVERRER MAN 81NCH AND PROPOSED MONUMENT (3) Z S SMALLER (4 -FOOT MINIMUM FOR LARGER THAN 8 -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE STORM SEWER. SHEET INDEX: Q D SHEET 1 OF 5 WATER MAIN EXTENSION PLAN FROM 7. = Z -'----- WATER SERVICES SHALL BE LOCATED AT LEAST 5 FEET FRO VAULTS HAND HOLES AND/OR LIGHT STANDARDS. SERVICES SHALL BE SHEET 2 OF 5 WATER EXTENSION PROFILE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT SHEET 3 OF 5 WATER MAIN DETAILS }... U Q BETWEEN OWNER, DISRICT, AND OTHER UTILITY COMPANIES. SHEET 4 OF 5 CONSTRUCTION PROVISIONS SHEET 5 OF 5 MATERIALS AND SURFACE RESTORATION Z b z z 8. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR C�[J Lij EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE O h/ OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL W ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO 7H£ U �.• , Z W OWNER /N ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. Z 9. WATER SERVICE CONNECTION DETAILS: V c) A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. N RT H UJ w B. PAINT SERVICE LOCA77ON ON CURB Wt1TH COLOR AS DIRECTED 8Y THE GRAPHIC SCALE ENGINEER. D 20 40 80 Q C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A - 3 _ _ REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 1 INCH = 40 FT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN PRESSURE ZONE: 649 WATERMAINS AND SANITARY SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL WATER DISTRICT NO. 90 - BASE MAP B-2 APPROVED CONST GS:TION DATE�"��� SHEET '� OF I15B �g L R: \2014\1\14103\3\Drawings\Plots\Engineering\WO 90\0l-3WACVR14103.dwg 6/30/2015 3:14:14 PM PDT DRAWING B2.0Og Wf IHR PER KCWNJ90 DETAIL W-4 1 10' WATER�ESMT, 1" f j�'- FOR METERS_- 7YP. t I: � V �, g1t` SEPARA?70N (Typ) ?f tr G 473.E ; it 1 q.74- x: PARCEL 16' DIA STEEL CA511JG CEN RED A STORM STRUCTURE CROSSING � , ,+{ PARCEL 140. ' 032305-9238% t + ` I FG 475.5 , �_ -- : .. t , AF,F �??Em M§6 . UTILITIES N PROPOSED WA y' } 5. ALL WORK IN STREET RIGHT-OF-WAY TO BE IN ACCORDANCE W1774 THE PROPOSED GATE VALVE TO BE 00 \R�N% N \ REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF 1 PROPOSED CONCRETE BLOCK/NG O f `�� TRENTON, i PROPOSED BLOW OFF GTO CITY OFPROPOSED AIR VAC N STANDARDS WATERMAIN SHALL PASS UNDER RMSEERWRU10 V4'7MAINT FDOMINIMUM COVERRER MAN 81NCH AND PROPOSED MONUMENT (3) Z S SMALLER (4 -FOOT MINIMUM FOR LARGER THAN 8 -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE STORM SEWER. SHEET INDEX: Q D SHEET 1 OF 5 WATER MAIN EXTENSION PLAN FROM 7. = Z -'----- WATER SERVICES SHALL BE LOCATED AT LEAST 5 FEET FRO VAULTS HAND HOLES AND/OR LIGHT STANDARDS. SERVICES SHALL BE SHEET 2 OF 5 WATER EXTENSION PROFILE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT SHEET 3 OF 5 WATER MAIN DETAILS }... U Q BETWEEN OWNER, DISRICT, AND OTHER UTILITY COMPANIES. SHEET 4 OF 5 CONSTRUCTION PROVISIONS SHEET 5 OF 5 MATERIALS AND SURFACE RESTORATION Z b z z 8. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR C�[J Lij EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE O h/ OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL W ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO 7H£ U �.• , Z W OWNER /N ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. Z 9. WATER SERVICE CONNECTION DETAILS: V c) A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. N RT H UJ w B. PAINT SERVICE LOCA77ON ON CURB Wt1TH COLOR AS DIRECTED 8Y THE GRAPHIC SCALE ENGINEER. D 20 40 80 Q C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A - 3 _ _ REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 1 INCH = 40 FT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN PRESSURE ZONE: 649 WATERMAINS AND SANITARY SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL WATER DISTRICT NO. 90 - BASE MAP B-2 APPROVED CONST GS:TION DATE�"��� SHEET '� OF I15B �g L R: \2014\1\14103\3\Drawings\Plots\Engineering\WO 90\0l-3WACVR14103.dwg 6/30/2015 3:14:14 PM PDT DRAWING B2.0Og », NE 3-23-5 Itilt 9'V i I r �" CONNECTION NOTE' CONTRACTOR SHALL POTHOLE EXIS77MG 8" D1. WATER MAIN (IN NE 16TH STREET) AND EXISRNG 12" D.I. WATER MAIN (IN RENTON ISSAQUAH RD SE) TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIATELY IF THERE 15 A VARIATION FROM THE PROFILE. (3" COVER CURRENTLY SHOWN AT CONNECTION POINTS) OX UTILITY CROSSING, SEE SHEET 1 FOR DETAILS GRAPHIC SCALE 0 80 irwai 4i0immmmmoi 1 INCH = 40 FT. HORIZONTAL 1 INCH = 5 FT. VERTICAL W-383503 AS -BUILT W' k PRESSURE ZONE: 649 WATER DISTRICT NO. 90 R=383526 APPROVED CONSTRUCTDRAWINGS:. DATES' R: \2014\1\14103\3\Drawings\Plots\Engineering\WD 90\02-3WA14103.dwg 6/30/2015 3. 16:20 PM PDT + Z) Z rCD m Oa0 U Z � Y O z `� cNi ° a z z M w z Y W ae da o o v � az PRESSURE ZONE: 649 WATER DISTRICT NO. 90 R=383526 APPROVED CONSTRUCTDRAWINGS:. DATES' R: \2014\1\14103\3\Drawings\Plots\Engineering\WD 90\02-3WA14103.dwg 6/30/2015 3. 16:20 PM PDT + Z) Z U Z m Oa0 U Z � Y O z `� cNi ° a z z w z Y W ae da o o v � PRESSURE ZONE: 649 WATER DISTRICT NO. 90 R=383526 APPROVED CONSTRUCTDRAWINGS:. DATES' R: \2014\1\14103\3\Drawings\Plots\Engineering\WD 90\02-3WA14103.dwg 6/30/2015 3. 16:20 PM PDT + ui LL LL. Z) Z U Z m 6 w o 0 Q z `� cNi ° a z z� w z Y W p a �xa p U �W� m d az ui LL LL. BASE MAP B-2 SHEET 2 OF 5 DRAWING I B2.01 0 Z) U Z 0 zLu z� w Lu w Y W w BASE MAP B-2 SHEET 2 OF 5 DRAWING I B2.01 0 Lu z I W ?; 118' BEHIND BACK OF MRS LJ I Z OR 12' BEHIND BACK OF SIDEWALK. 10' MAX. FROM EDGE OF TRAVELED WAY I- Ccw Li Lo 10 1" ANGLE CHECK VALVE FORD VERTICAL 1/4 -RAKE 0- z OIL Uj 0 HA34-444 OR APPROVED Of Q. (L EQUAL PACK JOINT Do SIDEWALK VERTICAL OR PVMt MARKER 18"(TYP) FORD A24 METER ADAPTER ROLLED CURB PER SPECS. 0 36" MIN 0 m",z BLUE PAINT 18� 2v CAST IRON VALVE BOX IN CITY OF RENTON. ME C.O.R. DWG. M48,1418090 V) LID VARIABLE 6"GAM VALVE CL 52 0' D.I.DPIPE cI 6) 36" MIN RhESIRAINED PER SPECS 8 MIL VISQUEMM L HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE ALL AROUND 1" TYPE K COPPER AS APPROVED BY N "MI2" 1MAX. FROM INSIDE 1/2 YARD. I I CONCRETE THRUST BLOCK J_nL DISTRICT. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE. FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) WASHED ROCK/4. 4 . 8'.16' MIN CONCRETE MARINE BLOM FIRE HYDRANT ASSEMBLY RESIDENTIAL VERTICAL/ROLLED CURB ROADWAY WITH EjJ ROADWAY WITH DITCHES CURB & GUTTER METER BOX w/ READER LID(SEE NOTES) 1.51 MIN.lb EXCEPT IN 10' MAX CUT US, d TEE OFFSET PLUGGED CROSS CORPORATION STOP FORD FB1OOOxCTS GRIP ANGLE STOP W/LOCK WING, FORD BA43-444W BY CTS GRIP JOINT MUELLER ie THICK ASPH R= S. VERTICAL- ED ROCK 6 1/4' WF- 9 PKAT. MARKER t4--ol JOINT OR MUELLER P-24258, 1"METER. 1. MOR PER SPECS. "BARS P-25008 2-1 4'-l" TYPE K IW- 2V CAST IRON VALVE 101EF0 . COPPER BOX IN CITY OF RENTON, MTN SEE MO.R. Ow. BRU/poswo FIRE HYDRANT 6 DATE VALVE VARLABUK e mcX ASPHALT PAD:PM SPECS. TYPE K COPPER 0 MR. VISQUEEN ALL AR 'S"O OU 22.5*± CULVE]VT PER KIM CL 52 a' D.I. PIPE CGUNl`Y ROAD 1/2 YARD, 1 1/4:�� RESTRAINED PER SPECS STANDARDS 1993, WASHED ROMBEVELED ENDS 1" PACK JOINTx FIPT CPLG. FORD C14-44 OR APPROVED CONCRETE THRUST KOCK 8•x18• MIN CONCRETE SEMUNG BLOCK PLAN VIEW EQUAL. INSTALL THREADED FIRE HYDRANT ASSEMBLY ALTERNATE WATER SERVICE SADDLEPLUG ROMAC 101 WATERMAN TO REMAIN UNTIL SERVICE LINE FROM BUILDING FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER V) VERTICAL BEND PLUGGED CROSS OR SMITH-BLAIR IS CONNECTED VERTICAL BEND NOTES: NOTE: COPPER LINE BETWEEN CORP STOP & STOP SHALL BE ONE PIECE (NO 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED 1. SURFACE TO BE LEVEL & UNIFORMLY GRADED AROUND HYDRANT (S RAOMS) Go ANGLE FITTINGS) BY THE DISTRICT. N I ROOKERY TYPE RETAINING WALL TO BE PROVIDED WHERE NECESSARY IN CUT OR FILL GO 1-1 -44 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE AREAS. 1-0 -1z 0 STEEL SHIM PLATE NOTES: NOTE: ALL BRASS SHALL BE LEAD FREE BRASS SPECIFICATIONS. 3. METER BOX SHALL BE: ONE-MAN ROCK ONE-MAN ROCK 1. ALL CONCRETE FOR BLOCKING SHALL BE A. IN AREAS WITH ROLLED CURB OR METER BOX IN DRIVEWAY, USE MIDSTATES BOX #MS -BCF -1521-12-8 WITH READER LID 7 k, FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST SERVICE SADDLE, CORP STOP #MS -BCF -1521 -RLR B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, v, FIRM, UNDISTURBED EARTH. USE CARSON STANDARD PLASTIC METER BOX #1220-12L WITH READER LID. BLANK PLUG AND SERVICE LINE 0 A 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL- 00 PLUGGED END FOR 3. BLOCKING AGAINST FILL MATERIAL, DISTURBED OR POOR SOILS SHALL BE DESIGNED BY TYPICAL ROADWAY SECTION PIECE. THE POST SHALL BE 2"x 4" WITH THE 18" ABOVE GRADE STENCIL "WATER" IN 2" LETTERS WITH ce) DISTRICT ENGINEER. PAINTED BLUE ON ALL SIDES. BLACK PAINT. FUTURE EXPANSION NTS FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL z z N 0 a 0 FIRE HYDRANT LOCATION CUT OR FILL rFCONCRETE BLOCKING DETAIL TYPICAL SERVICE DETAIL NTS SING rw LE SERVICE FIRE HYDRANT ASSEMBLY Q 6 0 z 0 3 NTS NTS Q: q¢ z rk: � Cl- 41 41 8 c� V RW uE cz) 0 C) U 00 TYPE K COPPER SERVICE LINES < cn LOT �g I 4J a) CONCRETE METER BOX FOGTITE -4) 3� FIBERGLASS 20/20 MESH SCREEN NO. 2 OR EQUAL w/ SOLID CONCRETE COVER 17"x 28" I.D. TWO SECTIONS MINIMUM, SET METER < m BO 10, BLOW -OFF MARKER POST WILL co 0 0l 4 Z CL Of 2" SCH. 40 GALV. 0 PIPE TOP OF BOX FLUSH w/ GRADE z w BE REQUIRED UNLESS BLOW -OFF IS IN PAVEMENT. ca '200 2" PLUG AND COUPLING m — 4" THICK CONIC. OR m METER Ln 174 LLJ cr Z z ASPHALT PAD, 2' CLEAR 2m AROUND BOX VALVE BOX LC F LOT c� 0 rn c: w c; d 2" UNION PLAN VIEW -I- -1 0- FINISH GRADE w 0 =7111 7 HORIZONTAL z 16"x 24" CAST IRON LOCATION BLOW -OFF ASSEMBLY VALVE BOX Z V) MARKER POST bi N0 Z 3' MAX. -1 W 0 411` FILL w/ < VOj 7z VERMICULITE a0 w F It 0 0 C) 2" COMBINATION AIR GV VALVE MARKER POST WILL BE VALVE APCO MODEL 2" PIPEREQUIRED UNLESS VALVE IS IN 10 U) 145C OR APPROVED EQUAL SWING SL.=2-3% PAVEMENT AND TOP OF VALVE b z JOINT Nll� z - BOX IS AT FINISHED GRADE. 0 SWING METER METER METER z z JOINT =1 PROP. UNE PROP. LINE PROP. LINE PROP. LIN W z SOLID CONCRETE �2" CORP. STOP, FORD FB500 OR 0 z DO METER OR METER OR METER w BEARING BLOCK �U�// 4"x 8"x 16" 2" GATE VALVE w/ 2" EQUAL (IPT)x SQUARE OPERATING NUT 5' PERM. -7 ESMT (TYP) I' MAX.K�i'AX 3835 4 O US uj z 0:- NOTE: VALVE MARKER POST U) - LU 1. PIPE AND FITTINGS FROM MAIN TO GATE VALVE SHALL BE BRASS CONFORMING TO AWWA C800. ALL DOUBLE STRAP SADDLE (D Q uj o ry OTHER PIPE AND FITTINGS TO BE (ROMAC 202S, 2"IPT) WATEIRMAIN NOTE: MARKER POST PAINTED WITH 2 TOP COATS OF FARWEST PAINT CASE z < _j < 2" SCH. 40 GALVANIZED STEEL WITHOUT SIDEWALK WITH SIDEWALK WITH SIDEWALK YELLOW PIN #X3472. LETTERS SHALL BE 2" HIGH AND STENCILED IN W C) UNLESS OTHERWISE NOTED. TAR COATING REQUIRED BETWEEN MAIN & BOX FOR AIR VAC. IN RAIV IN ESMT BLACK PAINT. R=383527 ui > Z W < MARKER POST 2. ALL ABOVE GROUND GALV. TO BE Q PAINTED FARWEST PAINT CASE NOTES: 7 NTS YELLOW PN# X3472, TWO COATS. 1. WATER SERVICES SHALL BE LOCATED AT LEAST 5' FROM 3. SWING JOINTS SHALL BE DOUBLE STREET POWER VAULTS, HAND HOLES AND/OR LIGHT STANDARDS. ELBOWS OR 2 90' BENDS & NIPPLES. 2. CUSTOMER SIDE OF METER BOX APPROXIMATELY 2" INSIDE EACH BOX. WATER DISTRICT NO. Yu 211 AIR/VAC VALVE ASSEMBLY BASE MAP B-2 NTS M METER BOX LOCATION A C=VEUDCTIONj SHEET 3 — OF 5 \, �8 NITS LT DRAWINGS: - DATE: DRAWING CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS THE PROJECT IS TO BE BUILT AND CONSTRUCTED IN ACCORDANCE WITH THE "2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AS AMENDED REGULARLY BY THE WASHINGTON STATE DEPARTMENT OF 'TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT WHERE HEREIN SUPPLEMENTED OR MODIFIED IN THESE DOCUMENTS. IMPROVEMENTS IN KING COUNTY RIGHT-OF-WAY SHIALL ALSO CONFORM TO THE LATEST REVISION OF THE KING COUNTY ROAD STANDARDS. IN CASES OF CONFLICT THE FOLLOWING SUPPLEMENTS AND MODIFICATIONS SUPERSEDE THE STANDARD SPECIFICATIONS. 2. TRAFFIC MAINTENANCE AND PROTECTION ALL WORK SHALL BE PERFORMED WITH DUE REGARD FOR THE SAFETY AND CONVENIENCE OF THE PUBLIC AND SO THAT INTERFERENCE WITH AUTOMOTIVE AND PEDESTRIAN TRAFFIC WILL BE MINIMIZED. FLAGGING PERSONNEL, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL FLAGGERS SHALL BE CERTIFIED AND CARRY IN THEIR POSSESSION A CARD THAT VERIFIES THEY HAVE SUCCESSFULLY COMPLETED TRAINING TO BECOME A CERTIFIED FLAGGER. THE DISTRICT MAY REQUIRE THE CONSTRUCTION OF TWO-WAY BRIDGES OF APPROVED CONSTRUCTION ON STREETS WITH HIGH TRAFFIC VOLUME. WHERE DETOURS ARE BUILT, THEY SHALL BE GRADED AND MAINTAINED TO THE SATISFACTION OF THE DISTRICT. WHERE CONSTRUCTION HAS BEEN COMPLETED OR IS IN PROGRESS IN EXISTING STREETS, THE STREETS SHALL BE GRADED AND MAINTAINED TO THE SATISFACTION OF THE DISTRICT. NO DETOURS FOR FOOT TRAFFIC SHALL BE MORE THAN ONE BLOCK IN LENGTH AND WHERE CROSSING TRENCHES, DETOURS SHALL BE PROVIDED WITH ADEQUATE FOOTBRIDGES WITH HANDRAILS. AT LEAST ONE HALF OF EXISTING STREETS SHALL BE LEFT OPEN FOR TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. 3. CONFINEMENT OF CONTRACTOR'S OPERATIONS THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY OF THE DEVELOPER AND THE LIMITS OF EASEMENTS AND CONSTRUCTION/RIGHT-OF-WAY PERMITS OUTSIDE OF THE DEVELOPER'S PROPERTY. ALL WORK ON EASEMENTS AND PERMIT AREAS OUTSIDE THE DEVELOPER'S PROPERTY SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE EASEMENT OR PERMIT. ANY DAMAGE TO PROPERTY OR PERSONS FROM ANY ENCROACHMENT BEYOND THESE LIMITS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. EQUIPMENT AND MATERIALS STORAGE SHALL BE CONFINED TO THE DEVELOPER'S PROPERTY. PIPE STRUNG ON PUBLIC RIGHTS-OF-WAY SHALL BE PLACED A SAFE DISTANCE FROM ANY TRAVELED ROAD IN SUCH MANNER AS TO AVOID ACCIDENTAL ROLLING ONTO THE ROAD. NO DRIVEWAYS SHALL BE BLOCKED. LIGHTED BARRICADES IN AN ADEQUATE NUMBER AND LOCATION PURSUANT TO STATE, COUNTY AND LOCAL REGULATIONS SHALL BE PROVIDED. 4. PLANS AND SPECIFICATIONS ACCESSIBLE THE DEVELOPER/CONTRACTOR SHALL HAVE ONE COPY OF THE PLANS AND SPECIFICATIONS CONSTANTLY ACCESSIBLE ON THE JOB. 5. TRENCH EXCAVATION FOUNDATION BEDDING AND BACKFILL THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS ENCOUNTERED TO THE DEPTH SHOWN ON THE DRAWINGS AS SPECIFIED, OR AS DIRECTED BY THE ENGINEER. THE TRENCH SHALL BE OVER -EXCAVATED 6 -INCHES BELOW THE SPECIFIED GRADE. THE CONTRACTOR SHALL THEN FURNISH AND PLACE A LAYER OF PIPE BEDDING MATERIAL PER SECTION 7-08.3(1)C OF THE STANDARD SPECIFICATIONS. AFTER THE PIPE IS IN PLACE, ADDITIONAL BEDDING MATERIAL SHALL BE PLACED AND TAMPED IN PLACE AROUND THE PIPE UP TO A POINT 1 -FOOT ABOVE THE TOP OF PIPE. PIPE BEDDING MATERIAL SHALL BE 5/8" MINUS CRUSHED SURFACING TOP COURSE. WHERE THE TRENCH BOTTOM IS IN A MATERIAL WHICH IS UNSUITABLE FOR FOUNDATION, OR MATERIAL WHICH WILL MAKE IT DIFFICULT TO OBTAIN UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND A STABLE FOUNDATION PROVIDED IN ACCORDANCE WITH PARAGRAPH 7-09.3(8) OF THE STANDARD SPECIFICATIONS. IN AREAS OUTSIDE OF PAVED SURFACES OR ROW AREAS, THE PORTION OF THE BACKFILL ABOVE THE POINT 1 -FOOT FROM THE TOP OF THE PIPE SHALL BE SUITABLE NATIVE BACKFILL OR FINELY DIVIDED EARTH, FREE FROM STONES LARGER THAN 2 -INCHES IN DIAMETER. THE MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6 -INCH LAYERS, AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL TRENCHES WITHIN THE RIGHT OF WAY OR UNDER PAVED SURFACES SHALL BE BACKFILLED USING 100% CRUSHED SURFACING TOP COURSE OR CRUSHED SURFACING BASE COURSE AS REQUIRED BY THE GOVERNING AGENCY. AT THE TIME OF COMPLETION OF BACKFILL AND COMPACTION, ALL TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY PER MODIFIED PROCTOR. ANY TRANSVERSE OPEN CUT WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH 1i -CRUSHED SURFACING BASE COURSE, AS SPECIFIED IN SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS, EXCEPT FOR SERVICES. BACKFILL WITH PEA GRAVEL OR SAND 6 INCHES BELOW AND 6 INCHES ON TOP OF THE SERVICE PIPE, THEN BACKFILL THE REST OF THE TRENCH WITH 1j" CRUSHED SURFACING BASE COURSE. BACKFILL COMPACTION ON PRIVATE EASEMENTS WHICH ARE NOT USED FOR DRIVING PURPOSES SHALL BE MECHANICALLY COMPACTED TO 90% OF MAXIMUM DENSITY PER MODIFIED PROCTOR. 6. COVER OVER PIPELINES ° MAINS SHALL BE INSTALLED WITH A MINIMUM DEPTH OF COVER OF 36 -INCHES FOR 8 -INCH DIAMETER AND SMALLER MAINS AND 48 -INCHES FOR MAINS OVER 8 -INCHES IN DIAMETER, EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER. MINIMUM SEPARATION BETWEEN WATER AND SEWER SHALL BE 18 -INCHES. MINIMUM SEPARATION BETWEEN ALL OTHER UTILITIES AND OTHER WATER MAINS SHALL BE 6 -INCHES WITH SAND CUSHION, 7. WATER METER LOCATIONS WATER SERVICES SHALL BE LOCATED AT LEAST 5 -FEET FROM POWER VAULTS, HAND HOLES, AND/OR LIGHT STANDARDS. 8. CONNECTION TO EXISTING WATER MAINS CONTRACTOR SHALL LEAVE EXISTING WATER LINES IN SERVICE UNTIL ACCEPTANCE OF THE NEW WATER LINES. THE CONTRACTOR SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AND OTHER UTILITIES AT LEAST 48 HOURS (TWO WORKING DAYS)IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE WATER DISTRICT OPERATIONS MANAGER FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE j CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE WATER DISTRICT. THE WATER DISTRICT OPERATIONS MANAGER MAY ELECT TO FURNISH THE MATERIAL, EQUIPMENT, AND LABOR NECESSARY FOR MAKING THE CONNECTION AND THE CONTRACTOR SHALL PAY THE WATER DISTRICT ALL COSTS FOR THE CONNECTION. IN THE EVENT THE WATER DISTRICT OPERATIONS MANAGER DOES NOT ELECT TO MAKE THE CONNECTION, HE MAY AUTHORIZE THE CONTRACTOR TO FURNISH THE MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE WATER DISTRICT. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK HAS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. EXISTING MAINS SHALL BE THOROUGHLY CLEANED PRIOR TO CONNECTIONS, STEEL MAINS SHALL HAVE EXTERIOR COATINGS REMOVED PRIOR TO GASKET INSTALLATION. UPON COMPLETION, ALL EXPOSED METAL SURFACES SHALL BE RECOATED WITH VERSIL-PAK, GRADE 3 PROTECTIVE WRAPPING, OR APPROVED EQUIVALENT FOR CORROSION PROTECTION. 9, BLOCKING ALL FITTINGS ARE TO BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4 -INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD. WHEN DIGGING NEAR FITTINGS OF EXISTING PIPELINES, TEMPORARY WOOD BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. SEE STANDARD DETAILS FOR THRUST BLOCKING DETAILS. THE USE OF MANUFACTURED CONCRETE ANCHORS IS ACCEPTABLE 10. WATERWORKS TESTING TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-11.3(11) AND (12)N ACCORDING TO THE STANDARD SPECIFICATIONS, MINIMUM TEST PRESSURE SHALL BE 250 PSI AT 15 MINUTES WITH NO BLEED OFF ALLOWED. DISINFECTION SHALL BE PER SECTION 7-11.3(12). DECHLORINATION SHALL BE WITH ASCORBIC ACID. SODIUM THIOSULFATE SHALL NOT BE ALLOWED. 11. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 12. JACKED CROSSING AT LOCATIONS SHOWN ON THE PLANS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. STAKING REQUEST TO THE ENGINEER SHALL BE MADE A MINIMUM OF 5 WORKING DAYS PRIOR TO THE BEGINNING OF EXCAVATION OF THE BORE PIT. JACK CASING SHALL BE LAID AT THE SPECIFIED GRADE AND ALIGNMENT WHILE MAINTAINING CLEARANCE. IF CASING DOES NOT PROVIDE THIS IT SHALL BE ABANDONED, FILLED, AND A NEW CASING INSTALLED TO MEET THIS LINE AND GRADE REQUIREMENT. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 -FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING. IT SHALL NOT HAVE LESS THAN 1/4 -INCH WALL THICKNESS. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED, AND THEN THE ENDS OF THE CASING SHALL BE SEALED WITH BRICK AND MORTAR. 13. WATER SUPPLY_ WATER SUPPLY FOR FILLING, TESTING, AND FLUSHING OF THE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER THE CONTRACTOR WILL BE BILLED BY THE WATER DISTRICT FOR THE WATER USED AT THE CURRENT BULK WATER RATE PER 100 CUBIC FEET. FIRE HYDRANT METER AND DOUBLE CHECK VALVE FOR FILLING AND FLUSHING THE MAIN SHALL BE RENTED FROM THE DISTRICT OFFICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING THE PIPELINE AND SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO ACCOMPLISH THE WORK. FLUSHING SHALL BE DONE UNDER THE SUPERVISION OF WATER DISTRICT NO. 90, WHOM THE CONTRACTOR SHALL NOTIFY NOT LESS THAN 24 HOURS IN ADVANCE. WATER DISCHARGED DURING TESTING OR FLUSHING SHALL BE DECHLORINATED WITH ASCORBIC ACID. SODIUM THIOSULFATE IS NOT AN ACCEPTABLE REAGENT. 14. EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHATSOEVER RESULTING FROM HIS OPERATIONS ON THE PROJECT. 15, ZONE VALVE IF A ZONE VALVE IS CREATING A DEAD END ON BOTH SIDES THEN A BLOW OFF MUST BE ADDED ON BOTH SIDES OF THE ZONE VALVE. 16. DISINFECTION THE CONTRACTOR SHALL SWAB DOWN ALL PIPE AND FITTINGS WITH A BLEACH SOLUTION PRIOR TO INSTALLATION PER AWWA C651.05. 1/4" CAP OF GRANULAR HTH CHLORINE PER STICK OF PIPE OR ONE CALCIUM HYPOCHLORITE TABLET (STICK TAB) PER STICK OF PIPE IS REQUIRED FOR DISINFECTION. 011711al z 0 y S Lu a rn CO 0 co 0 0 N 0 N 17, PIPE ABANDONMENT FOR ABANDONMENT OF STEEL OR Cl PIPES, PLUG BOTH ENDS OF ABANDONED PIPE. FOR ABANDONMENT OF AC PIPES, THE CONTRACTOR SHALL OBTAIN AN AC PIPE WAIVER FROM EITHER KING COUNTY OR THE CITY OF RENTON; OTHERWISE, IT SHALL BE REMOVED AND PROPERLY DISPOSED. FOR ABANDONMENT OF SERVICES, REMOVE CORP AND PLUG SADDLE, THE CONTRACTOR SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AT LEAST 48 HOURS (TWO WORKING DAYS) IN ADVANCE OF SERVICE ABANDONMENT FOR SCHEDULING AND CUSTOMER NOTIFICATION. ° 0 o a z Y z z o � E o 00 V k o' v41� d v z a v3 m00 U a �aa)o a� po i m M �� y m w z -- v d k 4 c ti o S 0 Z a CL AS W-383505 R-383528 WATER DISTRICT NO. go APPROVED CONSTRUCTION �- DRAWINGS: DATE: O Z Z 0 Z - I— V Q H w or X n- IJJ Zry O (D �°-v LLJ 0 Y > F- W LU U) Q O i U BASE MAP B_2 SHEET 4 OF 5 DRAWING MATERIALS 1, DUCTILE IRON PIPE PIPE SHALL BE NEW 1/16 -INCH CEMENT MORTAR -LINED, SEAL -COATED, THICKNESS CLASS 52 CONFORMING TO THE STANDARD SPECIFICATIONS 9-30.1(1) UNLESS NOTED ELSEWHERE ON THE PLAINS. JOINTS SHALL BE PUSH - ON TYPE WITH RUBBER GASKET WHICH FITS INTO AN ANNULAR GROOVE. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENTS. PIPE SHALL BE US PIPE, ACIPCO, GRIFFEN OR PACIFIC STATES. 2. POLYETHYLENE ENCASEMENT ALL MAINS SHALL BE FULLY WRAPPED WITH 8 -MIL POLYETHYLENE PER ANSI/AWWA C105. 3. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE 'STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL, OR PUSH -ON AS REQUIRED. RESTRAINED MECHANICAL JOINTS TO BE MEG -A - LUG, MANUFACTURED BY EBBA IRON, INC. FIELD-LOK GASKETS MAY BE USED IF SPECIFIED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ONLY DI OR BRASS FITTINGS ALLOWED. DI FITTINGS SHALL BE TYLER, TYTON, OR HARCO. TRANSITION COUPLINGS AND SADDLES SHALL BE ROMAC OR SMITH & BLAIR. BRASS FITTINGS SHALL BE MUELLER OR FORD. ALL BRASS SHALL BE LEAD FREE. 4. FIRE HYDRANTS FIRE HYDRANTS SHALL BE CLOW MEDALLION, MUELLER CENTURION 250, OR M&H 929 AND CONFORM TO THE LATEST REVISION OF AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 -1/4 -INCH MAIN VALVE OPENING AND A 6 -INCH MECHANICAL JOINT OUTLET. HYDRANT RUNS SHALL BE RESTRAINED WITH: A) FLANGED PIPE (SHORT RUNS ONLY), B) TWO 3/4 -INCH DIAMETER TIE RODS, OR C) MEG -A -LUGS. FURNISH A 6 -INCH AUXILIARY GATE VALVE FLANGED TO MAIN TEE WITH A VALVE BOX AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. HYDRANT SHALL BE FURNISHED WITH BREAK -OFF FLANGE ON BARREL AND BREAK -OFF COUPLING FOR THE STEM. THE HYDRANT SHALL BE FURNISHED WITH TWO 2 -1/2 -INCH HOSE CONNECTIONS WITH NATIONAL STANDARD THREADS AND ONE 4 -INCH PUMPER CONNECTION WITH SEATTLE THREADS, (#475) ALL PORT END CAPS SHALL BE 1 -1/4 -INCH. OPERATING NUTS SHALL BE 1 -1/4 -INCH AND SHALL TURN COUNTERCLOCKWISE TO OPEN. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLES LOCKED IN PLACE. ALL HYDRANTS SHALL BE PAINTED WITH TWO TOP COATS OF FARWEST PAINT CASE YELLOW PN# X3472. HYDRANTS SHALL BE EQUIPPED WITH A 4 -INCH SEATTLE THREAD (#475) BY 5 -INCH LOCKING STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS: A. STORZ ADAPTER TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. B. THREADED PORTION TO HAVE NO LUGS AND TWO SET SCREWS 180' APART. C. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. D. STORZ CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY WITH ANODIZED HARDCOAT AND SYNTHETIC MOLDED RUBBER GASKET. E. STORZ CAP TO BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 -INCH COATED S.S. AIRCRAFT CABLE. F. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. G. REMOVE ALL CHAINS. BLUE REFLECTIVE MARKERS SHALL BE TYPE 1 AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS, SHALL MEET THE REQUIREMENTS OF UFC SECTION 1001.8. THE HYDRANT SHALL BE STENCILED IN 2" HIGH LETTERS WITH THE DISTANCE TO THE FOOT VALVE IN FEET AND INCHES. 5. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL CONFORM TO STANDARD SPECIFICATIONS 9-30.5(6) AND BE BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH TWO TOP COATS OF FARWEST PAINT CASE YELLOW PN# X3472. GUARD POSTS SHALL BE INSTALLED WHERE DIRECTED BY ENGINEER OR DISTRICT. 6. CUT -IN CONNECTIONS ALL CUT -IN CONNECTIONS SHALL USE TWO SLEEVES. THE USE OF "WEDDING RINGS" WILL NOT BE ALLOWED. 7. WET TAPS TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAINLESS STEEL SLEEVE WITH FULL COVERAGE RUBBER GASKET. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. NO WET TAP SHALL BE MADE WITHIN 2 -FEET OF THE END OF THE PIPE SEGMENT BEING TAPPED. BRICK BLOCKING SHALL BE USED UNDER ALL VALVES FOR SUPPORT AND FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. 8. GATE VALVES GATE VALVES SHALL BE BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES AND SHALL MEET THE REQUIREMENTS OF AWWA C515-01 (DUCTILE IRON BODY AND BONNET) AND C550-05. VALVES SHALL HAVE AN 0 -RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE. GATE VALVES SHALL BE KENNEDY, M &H, OR MUELLER. FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. INSTALL BLOW OFF ON EITHER SIDE OF ANY CLOSED VALVE OR ZONE VALVE. 9. AIRNAC AIR/VAC VALVE SHALL BE VALMATIC OR CRISPIN. 10, VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED AS DIRECTED. MARKER POSTS SHALL BE TRIVIEW FLEX 66" BLUE, NO. P69254, WITH WARNING LABEL GIVING THE FOLLOWING INFORMATION: THE SIZE OF THE VALVE (E.G. 6 -INCH GATE VALVE), AND THE DISTANCE IN FEET AND INCHES TO THE VALVE. THE LETTER SIZE SHALL BE 2 -INCH HIGH. MARKERS SHALL BE PLACED AS DIRECTED BY THE ENGINEER. MARKERS SHALL BE SET SO AS TO LEAVE 18 INCHES EXPOSED ABOVE GRADE. 11. VALVE BOX CAST IRON VALVE BOX WITH LID MARKED"WATER", 4" DEEP TAPERED VALVE BOX COVER, VALVE BOX TOP AND VALVE BOX BOTTOM FROM EAST JORDAN GROUP INC. SHALL BE USED. EACH BOX SHALL BE ADJUSTED TO MATCH THE FINISH GRADE TO THE VALVE LOCATION. VALVE BOX COVERS SHALL BE PAINTED BLUE AS DESIGNATED BY THE WATER DISTRICT. ORIENT THE VALVE BOX SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. VALVE BOXES SHALL BE RAISED TO GRADE FOR FINAL OVERLAY. NO RISERS ALLOWED. PROVIDE 4 -INCH THICK BY 4 -FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. VALVE BOXES SHALL BE EAST JORDAN IRON WORKS (EJIW) 8555 VALVE BOX TOP WITH EJIW 6800 VALVE BOX COVER. 12, PIPE BEDDING MATERIAL 5/8 -INCH MINUS IMPORT BACKFILL SHALL BE USED WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM. 13. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 14, BACKFILL GRAVEL BACKFILL GRAVEL SHALL BE MADE WITH FINELY DIVIDED EARTH FREE FROM STONES LARGER THAN 2 -INCHES IN DIAMETER. 15, ASPHALT CONCRETE PATCH WHERE ASPHALT CONCRETE PATCH IS SCHEDULED, THE EXISTING SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SIMILAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING BACKFILL AND COMPACTION OF THE TRENCH, AND IMMEDIATELY PRIOR TO RESURFACING, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 6 -INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. THE SUBGRADE SHALL BE CONSTRUCTED 5/8 -INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 6 -1/2 -INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2 -INCH LIFTS UP TO A MAXIMUM 4 -INCH THICKNESS TO MATCH THE EXISTING GRADE OF THE ORIGINAL SURFACE. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. RESTORATION SHALL BE PER KING COUNTY OR CITY OF RENTON SPECIFICATIONS DEPENDING ON JURISDICTION. 16. SERVICE TAP SERVICE TAP 1-1/2" OR HIGHER SHALL BE IRON PIPE WITH ROMAC OR SMITH AND BLAIR DOUBLE STRAP SERVICE SADDLE. 17. NIPPLES HARCO DI NIPPLES AND FITTINGS MAY BE USED INSTEAD OF BRASS. GALVANIZED PIPING IS NOT ALLOWED. ONLY 01 OR BRASS NIPPLES AND FITTINGS WILL BE ALLOWED. SURFACE RESTORATION GENERAL ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS, AND ANY IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR IN EASEMENT STIPULATIONS. PRE -CONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. CLEANUP BEFORE THE WORK SHALL BE CONSIDERED COMPLETE, THE DEVELOPER/CONTRACTOR SHALL CLEAN OUT DITCHES THAT MAY HAVE BEEN FILLED DURING THE WORK, REPLACE DAMAGED SURFACING, REMOVE SURPLUS MATERIALS AND TRASH AND DISPOSE OF BRUSH, REPAIR ALL DAMAGES, AND OTHERWISE LEAVE THE WORK SITE/AREA IN A NEAT, ORDERLY AND WORKMANLIKE CONDITION. DUST CONTROL SHALL BE PROVIDED DURING THE PROGRESS OF THE WORK AND DURING CLEANUP. THE CONTRACTOR SHALL KEEP EXISTING ROADS AND STREETS ADJACENT TO OR WITHIN THE LIMITS OF THE PROJECT OPEN TO AND MAINTAINED IN A GOOD AND SAFE CONDITION FOR TRAFFIC AT ALL TIMES PER THE DISTRICT, CITY, OR COUNTY REQUIREMENTS. THE CONTRACTOR SHALL REMOVE, ON A DAILY BASIS, ANY DEPOSITS OR DEBRIS THAT MAY HAVE ACCUMULATED ON THE ROADWAY SURFACE AS A RESULT OF CONSTRUCTION OPERATIONS. REMOVAL SHALL BE PERFORMED ON A MORE FREQUENT BASIS SHOULD THE DISTRICT DETERMINE THAT SUCH REMOVAL IS NECESSARY. LANDSCAPING LANDSCAPE RESTORATION SHALL BE PERFORMED BY CONTRACTOR USING THE SERVICES OF A QUALIFIED LANDSCAPE GARDENER WHOSE PRINCIPAL BUSINESS IS THIS TYPE OF WORK. WHERE ORNAMENTAL TREES AND SHRUBBERY ARE IN THE WORK AREA, THEY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 4 DAYS. WORK MAY BE REQUIRED TO BE HALTED ELSEWHERE ON THE PROJECT TO ENSURE THIS WORK IS DONE IN A TIMELY MANNER. TREE AND SHRUBBERY REMOVAL AND TRANSPLANTING WILL BE DONE ONLY BY A LANDSCAPE GARDENER. ORNAMENTAL TREES AND SHRUBBERY MUST BE PROTECTED, BUT IF THROUGH SOME UNAVOIDABLE SITUATION SUCH TREES OR SHRUBBERY ARE DESTROYED OR DAMAGED, WHETHER IN PUBLIC OR PRIVATE PROPERTY, THEY SHALL BE REPLACED BY CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH REPLACEMENT. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT EXISTING ORNAMENTAL TREES THAT ARE NOT REMOVED. PROTECTION MAY INCLUDE TYING BACK EXISTING LIMBS WHERE NECESSARY FOR WORK ROOM. SUCH TYING BACK SHALL BE DONE CAREFULLY TO AVOID BREAKAGE OR OTHER LIMB DAMAGE. NO LIMBS SHALL BE REMOVED OR TRIMMED WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER, WITH A COPY OF SUCH PERMISSION GIVEN TO OWNER. IF SUCH REMOVAL OR TRIMMING IS APPROVED IN WRITING, IT SHALL BE PERFORMED IN A PROFESSIONAL MANNER BY A QUALIFIED LANDSCAPE GARDENER. NOTE: MAY ONLY BE USED WHERE PONDING OF WATER ABOVE CB WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. /_ GRATE JOVERFLOW CB INSERT ,FILTER MEDIA II POROUS BOTTOM CATCH BASIN INSERT SHALL HAVE 0.5 C.F. MIN STORAGE VOLUME, THE MEANS TO DEWATER STORED SEDIMENT, AN OVERFLOW, AND BE EASILY MAINTAINED. CB PROTECTION DETAIL NTS EROSION CONTROL CONTRACTOR SHALL EXERCISE ALL NECESSARY PRECAUTIONS THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT POLLUTION, EROSION, SILTATION AND DAMAGE TO ANY WATER COURSES. CONTRACTOR SHALL PREVENT SLOUGHING AND RAVELING OF CUT SLOPES AND NATURAL SLOPES THAT ARE DISTURBED. SURFACE RUNOFF SHALL BE PREVENTED FROM FLOWING INTO EXCAVATIONS BY USING CURBS, BERMS, DRAINAGE DITCHES, SWALES OR OTHER APPROVED METHODS. MANAGEMENT OF WATER PUMPED FROM EXCAVATIONS AND FLOWING FROM DISTURBED AREAS DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY EROSION PROTECTION SHALL BE USED AND MAINTAINED DURING CONSTRUCTION TO PROTECT SLOPE SURFACES, ADJACENT AREAS AND RECEIVING WATERS. AS TEMPORARY EROSION PROTECTION, STRAW, JUTE MATTER, VISQUEEN SHEETING OR OTHER APPROVED FORMS OF GROUND COVER SHALL BE USED ON ALL AREAS DISTURBED BY CONSTRUCTION. SLOPED SURFACES SHALL BE RESTORED SO THAT SURFACE RUNOFF DOES NOT BECOME CHANNELED OR FLOW ALONG THE WATER LINE ALIGNMENT. TO PROMOTE REVEGETATION, DISTURBED AREAS SHALL BE COVERED WITH 2 TO 3 -INCHES OF VEGETATIVE SOIL SUCH AS THE STRIPPED FOREST DUFF AND ORGANIC SOIL, OR IMPORTED TOPSOIL. THE VEGETATIVE SOIL SHALL BE TRACKED IN PLACE WITH THE EQUIPMENT RUNNING PERPENDICULAR TO THE SLOPE CONTOURS SO THAT THE TRUCK GROUSER MARKS PROVIDE A TEXTURE TO HELP RESIST EROSION. THEREAFTER, ALL DISTURBED AREAS SHALL BE HYDROSEEDED. IN ORDER TO EFFECTIVELY CONTROL POLLUTION, EROSION, RUN-OFF AND RELATED DAMAGE, CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL AND PRIOR TO COMMENCING CONSTRUCTION A WRITTEN PLAN FOR PERFORMING ITEMS OF TEMPORARY WORK INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: CONSTRUCTING DITCHES, SANDBAG BERMS, CULVERTS, SILT FENCES, ETC., TO CONTROL SURFACE WATER. PROTECTING SLOPES BY COVERING OR BY OTHER MEANS UNTIL PERMANENT EROSION CONTROL MEASURES ARE EFFECTIVE. TEMPORARY SHORING OF TRENCH EXCAVATIONS. IN ADDITION, CONTRACTOR, AS A MINIMUM, SHALL: NOT ALLOW DISCHARGE OF GROUND AND/OR SURFACE WATERS FROM PIT SITES OR TRENCH EXCAVATIONS TO THE ADJACENT WETLANDS OR STREAMS, IF THE WATER TO BE DISCHARGED CONTAINS SILT OR OTHER FOREIGN MATERIALS. NOT ALLOW DISCHARGES FROM PIT OR TRENCH EXCAVATIONS TO INCREASE THE EXISTING TURBIDITY OF THE RECEIVING WATERS. TAKE NECESSARY STEPS TO CONTROL DRAINAGE AND/OR EROSION FROM THE CONSTRUCTION AREA TO MINIMIZE SILT AND SEDIMENT POLLUTION OF ADJACENT WETLANDS AND STREAMS. WHEN THE TEMPORARY CONTROL FACILITIES ARE NO LONGER NEEDED, THEY SHALL BE REMOVED AND THE AREAS RESTORED TO A CONDITION BETTER THAN OR EQUAL TO THEIR ORIGINAL CONDITION. IN THE EVENT THAT A SUSPENSION OF WORK IS ORDERED FOR AN EXTENDED PERIOD OF TIME, CONTRACTOR SHALL TAKE ALL ACTION NECESSARY TO CONTROL EROSION, POLLUTION AND RUN-OFF DURING THE SHUTDOWN PERIOD. RESTORATION WITHIN KING COUNTY: RESTORATION SHALL BE PER KCC 16.82, KING COUNTY GRADING PERMIT CONDITIONS, AND AS DIRECTED BY THE KING COUNTY INSPECTOR. WITHIN CITY OF RENTON: RESTORATION SHALL BE PER CITY OF RENTON UTILITY PERMIT OR CONSTRUCTION STANDARDS. LAWN (CULTIVATED IN AREAS WHERE EXISTING LAWNS ARE DISTURBED, THE LAWNS SHALL BE REPLACED WITH A MINIMUM OF 4 - INCHES OF NEW TOPSOIL AND EITHER EXISTING OR NEW SOD TO MATCH THE REMOVED SOD. RESEEDING WILL NOT BE ALLOWED. LAWN (UNCULTIVATED), PASTURE OR VACANT LAND UNCULTIVATED LAWNS, PASTURE, AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS IN ADDITION TO THE PROTECTION RESTORATION, OR REPLACEMENT OF ANY IMPROVEMENTS OR TREES OTHERWISE CALLED FOR. DISTURBED AREAS SHALL NOT BE LEFT UNPROTECTED FOR LONG PERIODS. TEMPORARY SEEDING, COVERING, OR OTHER PROTECTION SHALL BE USED AS REQUIRED. PREVIOUSLY ESTABLISHED GRADES CONFORMING TO THE REQUIREMENTS OF THE DRAWINGS SHALL BE MAINTAINED IN A TRUE AND EVEN CONDITION. IF NECESSARY, REPAIRS SHALL BE MADE BEFORE SEEDING. THE SURFACE TO BE SEEDED SHALL BE CLEARED OF STONES OR OTHER DEBRIS LARGER THAN 1 -INCH. THE TOP 4 -INCHES SHALL BE CULTIVATED BY RAKING OR ROTOTILLING AFTER ALL COMPACTION AND PRIOR TO SEEDING. THE SURFACE SHALL BE APPROVED BY THE ENGINEER BEFORE BEGINNING SEEDING OPERATIONS. SEED MIX, FERTILIZER, AND MULCH SHALL BE HYDRO SEEDED WITH APPROPRIATE EQUIPMENT UPON APPROVAL OF THE SEED BED. APPROPRIATE QUANTITIES OF SEED, FERTILIZER AND MULCH SHALL BE COMBINED WITH THE PROPER AMOUNTS OF WATER TO ENSURE THE UNIFORM COAT SPRAYED ON THE SOIL ACCOMMODATES THE FOLLOWING RATES: SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE. MULCH: SILVA-FIBER MULCH APPLIED AT FROM 1,500 POUNDS TO 2,000 POUNDS PER ACRE, FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE, AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. METHOD OF APPLICATION AND PROPORTIONS OF SEED MIX MAY BE REVISED TO SUIT TYPE OF SOIL AND TIME OF YEAR, PROVIDED PRIOR APPROVAL IS GIVEN BY ENGINEER. CONTRACTOR SHALL PROTECT AND MAINTAIN NEWLY SEEDED AREAS. WHERE SEEDED AREAS FAIL TO DEVELOP AFTER NORMAL ALLOWANCE FOR GERMINATION, CONTRACTOR SHALL RE -SEED. W-383506 R-383529 WATER DISTRICT NO. 90 APPROVED y CONSTRUCTION ..� . DRAWINGS: ..- DATE: I_" d z 0 Vl„ rn JI co o ,\ co VV Q z z o Z Z 0 c� N > W d O 2 z y z 3 m o a o o z BASE MAP o Eo B_2—� C 5 OF rn ¢ v 0 @ m v N O k v 3 3 00 U) o d o z a o0 C6 M M rn 0I— F— a 000 z w M ul M X ra z < w d 0 00 X W ti fl. o zz° a 00 Z w BASE MAP B_2—� Z 5 OF 5 0 0) Q O o0 Z 0I— F— z w Z V z < w W 0 X W U UW 00 Z w 11Ut �IL 0 (0 Z W Q W 06 3.. W> co Q ofw t - Q BASE MAP B_2—� SHEET 5 OF 5 DRAWING