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HomeMy WebLinkAboutLarge Format.. " CITY OF RENTON LOT LINE ADJUSTMENT FILE NO. LUA-16-000025 LAND RECORD NO. LND-30-0392 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17 .040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. TUSCANY CONSTRUCTION, LLC ROBERT P. WENZL, MANAGING MEMBER BRAD BURNHAM ANITA BURNHAM I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned In the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged It to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the Instrument. APPROVALS Signature of Notary Public Dated My appointment expires State of Washington County of CITY OF RENTON CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT APPROVED THIS __ _ DAY OF --------20 __ ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF _____ , 20_ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECORDER'S CERTIFICATE PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAla!.: COUNTY OF KING, STATE OF WASHINGTON EXISTING LEGAL DESCRIPTIONS EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016. PARCEL A: LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTON. PARCEL B: BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/.'.4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THENCE NORTH 88'19 21" WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 305 FEEr TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88'19'21" WEST, 95 FEET; THENCE NORTH 01'56'19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE SOUTH 88'19'21" EAST 95 FEET; THENCE SOUTH 01'56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; PARCEL 81: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS: BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1 / 4 OF THE NORTHEAS'T 1 / 4 OF SECTION 4; THENCE NORTH 88'19'21" WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88'19'21" WEST 275 FEET; THENCE NORTH 01'56'19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 30 FEET; THENCE SOUTH 88'19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE SOUTHEAST; THENCE SOUTH 01'56'19" WEST, ALONG SAID WEST MARGIN, 30 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EASEMENT TABLE EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COt.lPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016. ITEM NO. RECORDING NO. 7 2515267 8 8612031455 9412020474 9 7907090780 10 7907090782 11 19991209001432 12 9711120787 13 20031114000579 14 20080410000610 15 20090512000803 16 VOLUME 261 OF PLATS PAGES 32-35 17 20121213001475 20130227002498 19 19990907000075 20 20010726001662 NOTE PUGET SOUND POWER & LIGHT COMPANY EASEMENT (NOT LOCATABLE) TERMS AND PROVISIONS IN DOCUMENT (NOT LOCATABLE) SEWER EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) SEWER EASEMENT (SHOWN HEREON) UTILITIES EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) DECLARATION OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT (NOT SHOWN) RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS (NOT LOCATABLE) QWEST EASEMENT (SHOWN HEREON) PUGET SOUND ENERGY EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS (SHOWN HEREON) COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS MODIFICATION AND/OR AMENDMENT (SHOWN HEREON) SEWER LINE EASEMENT (SHOWN HEREON) TERMS AND PROVISIONS IN DOCUMENT (SHOWN HEREON) LAND SURVEYOR'S CERTIFICATE PREPARED BY: DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS LOT LINE ADJUSTMENT. THE OWNERS OF LOTS 1 AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENACE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. L,J z LOT ADDRESSES LOT 1 3956 NE 24TH CT LOT 2 3950 NE 24TH CT VICINITY MAP NOT TO SCALE SITE SE 101ST ST L,J z L,J ~ z Q z ~ ~ * l ~i------~~------+------NE 22ND PL RECORDING NO. PORTION OF: SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. Filed for record this __ day of _______ , 20__ This LOT LINE ADJUSTMENT correctly represents a survey at __ M in book of at page(s) made by me or under my direction in conformance with at the request of Rodney G. Hansen. state and county statutes in October, 2015. Rodney G. Hansen 8/18/16 Mnnaaer Suot. of Records Certificate No. 21464 LATEST REVISION: 8/18/16 HANSEN SURVEYING LAND SURVEYORS Ile CONSULTANTS CITY OF RENTON UNION AVENUE LOT LINE ADJUSTMENT FILE NO. LUA-16-000025-LLA LND-30-0392 DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515 17701108TH AVE SE, PMB 206, RENTON, WA., 980551--------+---------t-----------t TEL: 425-235-8440 FAX: 425-235-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2 " • CITY OF REN1 10N LOT LINE ADJUSTMENT FILE NO. LUA-16-000025 LAND RECORD NO. LND-30-0392 16 FENCE 0.1' E I I 0 0 95.00' 15' SEWER EASEMENT (ITEM #19) b 0 PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. FENCE 0.1' N 8 COUNTY OF KING, STATE OF WASHINGTON NE COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) 30' 3 I I 30' I~ c,i 0 I") VU L. / .t-' Ali-.I:!,; 1" 40' o' 40' 80' l""\.Jl'il,,ii,Sj iiii ~ I LOT 1 ll) Cl NE 24TH CT 8 ll) OJ l'i BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91 CllY #1838 TO CllY #716 = S 01"33'53" W 11 12 --------------- 5' COMMUNICATION EASEMENT REC. #7901180977 2 FOUND PLAT MON. IN CASE 0.08' SOUTH OF CALC. LINE (VISITED JULY, 2015) 0 t"j ,~ 14 w ,~ PARCEL B PRIVATE ACCESS & UTILITY EASEMENT 6' WOOD ;., ,- ll) C1l ... 8 '---------io 'f> FENCE ~ wl 8 13 10' SEWER EASEMENT (ITEM #10) 15' ESMT. FENCE 0.7' S 1.3' E 3 ... io 0 ..... zg ,- I LOT 2 ,I ,) FENCE 0.4' E LOT LINE TO BE REMOVED I s, / 0:,,- / 1 'L....: · ·-N 88·19•45• w :-195 •00 • LO ci1 L _ I") ,- ci 0 ... /Qg 1.V --,J __ _ '~-EL4 __ - STORM SEWER & UTILITY EASEMENT AGREEMENT REC. #20160812000290 FENCE 1.3' N EL1 N 88"19'45" 0 W 354.50' 4 1 O' PRIVATE STORM DRAIN EASEMENT REC. #20160812000292 NE 23RD PL 6' CHAIN LINK FENCE FENCE 2.4' S (N 88"20'57" W 619.97' -MON TOMO-N)--·-- (N 88"19•25• W 620.00'-P) (N 88'19'45" W -CALC) FENCE 0.9' S PRIVATE ACCESS & UTILITY EASEMENT 6 ---'c--- FOUND MON. IN CASE CITY OF RENTON #1838 N: 190,002.382 FEET E: 1,311,439.113 FEET 0.08' EAST OF SEC. LINE (S 88'04'22" E 0.08' SEC. LINE TO #1838) 1 O' PUBLIC UTILITY ESM'T. (ITEM #17) 12' QWEST ESM'T. (ITEM #14) 7 0 t"j I ii 30' ~ z I f g; t6 < 'f> ... ~ z I 30' 0 I-! z ~ NE 24TH ST 1: 0 t"j 15.5' RIGHT OF WAY DEDICATION REC. No. ------- AREA= 465 S.F. OR 0.01 Ac. +/- FOUND PLAT MON. IN CASE 0.14' NORTH 0.07' EAST OF CALC. LOCATION E 1/4 COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) CURVE C1 C2 LEGEND tc = SECTION CORNER I = QUARTER CORNER ~ = FOUND MON. IN CASE 0 • = FOUND PROP. COR. AS NOTED = SET 1/2" I.R. W/CAP #21464 = EXISTING LOT LINE TO REMAIN = LOT LINE TO BE REMOVED = NEW LOT LINE EQUIPMENT USED: 1" TOTAL STATION FIELD TRAVERSE SURVEY METHOD: SURVEY ACCURACY MEETS OR EXCEEDS WAC 332-130-090. ALL CONTROL MONUMENTS FIELD LOCATED APRIL AND JULY, 2015. IJNE TABLE L1 S 01"55'38" W 74.09' L2 N 88"50'29• w 5.00' L3 S 01·40'15• W 10.00' L4 N 88"19'45" W 10.00' L5 -s 01'40'15" W 21.00' CURVE TABLE RADIUS DELTA ANGLE ARC LENGTH 25.00' 90'15'23• 39.38' 25.00' 90'00'00" 39.27' EASEMENT IJNE TABLE LINE BEARING DISTANCE EL1 S 01"55'38" W 5.00' EL2 N 88°19'45" W 10.00' EL3 N 01'55'38" E 5.00' EL4 N 88°19'45" W 58.89' EL5 N 01•40'15• E 41.51' EL6 N 46"55'38" E 36.26' EL7 N 01•55'38" E 58.10' EL8 S 88'19'10" E 26.43' -,,,.....-....:S 88'19'45" E S LINE NE 1/ 4 SEC 4-23-5 FOUND MON. IN CASE CITY OF RENTON #716 N: 188,279.243 FEET EXISTING LOT AREAS TAX PARCEL 344890-0440-03 TAX PARCEL 042305-9325-03 TOTAL 11,100 S.F. OR 0.25 ACRES+/- 18,538 S.F. OR 0.43 ACRES +/- 29,638 S.F. OR 0.68 ACRES +/- NEW LOT AREAS LOT 1 LOT 2 RIGHT OF WAY DEDICATION TOTAL 9,025 S.F. OR 0.21 ACRES +/- 20, 148 S.F. OR 0.46 ACRES +/- 465 S.F. OR 0.01 ACRES +/- 29,638 S.F. OR 0.68 ACRES +/- 8/18/16 LATEST REVISION: 8/18/16 ~--------------__..... __ _ PREPARED BY: HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS E: 1,311,392.046 FEET (VISITED APRIL, 2015) PORTION OF: SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON UNION AVENUE LOT LINE ADJUSTMENT FILE NO. LUA-16-000025-LLA LND-30-0392 DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515 17701 106TH AVE SE, PMB 206, RENTON, WA., 96055 ..---------1--------.....,----------1 TEL: 426-236-8440 FAX: 426-236-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 2 OF 2 • • CITY OF l1ENTON LOT LINE ADJUSTMENT FILE NO. LUA-16-000025 LAND RECORD NO. LND-30-0392 16 FENCE 0.1' E I I 0 0 95.00' -- 15' SEWER EASEMENT (ITEM #19) 'b 0 PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. FENCE 0.1' N 8 COUNTY OF' KING, STATE OF WASHINGTON NE COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) I 30' I 30' VU L. / .t' A\i J!j 1" 40' O' 40' 80' P-\iiie'liiil"I PHI I in Ol NE 24TH CT LOT 1 in Ol 8 BASIS OF BEARINGS IS CITY OF RENTON NAO 83/91 CITY #1838 TO CITY #716 = S 01·33•53• W 11 12 5' COMMUNICATION EASEMENT REC. #7901180977 2 13 14 10' SEWER EASEMENT (ITEM #10) 15' c.SM r FENCE _/ 0 .7' S _.,.,-- ,~ ... LO 0 ... zd 0 1. 3' E FENCE 1.1' N 3 PARCEL B S 88'19'1 o• E PRIVATE ACCESS & UTILITY EASEMENT 6' WOOD FENCE ~ WI I LOT 2 ,I ,) FENCE 0.4' E LOT LJNE TO BE REMOVED I 'v'o / 0:,,- / 'L....: N 88"19'45" W :-195.00' I.{) FENCE / EL 3 1.3' N FENCE 0.1' S 4 1 O' PRIVATE STORM DRAIN EASEMENT REC. #20160812000292 en 8 STORM SEWER & UTILITY EASEMENT AGREEMENT REC. #20160812000290 8 P A.RCE;L Bl PARCEL B1 -NON-EXCLUSIVE ESM'T FOR NE 24 TH CT INGRESS/EGRESS, ROAD AGREEMENT (PRIVATE) (ITEM #20) N 88'19'45" W .259.50' EL1 N aa·~·w 6' CHAIN LINK FENCE FENCE 2.4' S 354.50' FENCE 0.9' S PRIVATE ACCESS & UTILITY EASEMENT 6 FOUND MON. IN CASE CITY OF RENTON #1838 N: 190,002.382 FEET E: 1 ,311 ,439 .113 FEET 0.08' EAST OF SEC. LINE (S 88'04'22" E 0.08' SEC. LINE TO #1838) PUBLIC WATER EASEMENT REC. #20160818000169 1 O' PUBLIC UTILITY ESM'T. (ITEM #17) 12' QWEST ESM'T. (ITEM #14) 7 30' 'b 0 ui (0 ~ NE 24TH ST ...,._ __ -£.,.._ __ 30' 0 t':l 15.5' RIGHT OF WAY DEDICATION REC. No. ------- AREA= 465 S.F. OR 0.01 Ac. +/- CURVE C1 C2 LEGEND ta = SECTION CORNER I = QUARTER CORNER (ii, = FOUND MON. IN CASE 0 = FOUND PROP. COR. AS NOTED O = SET 1/2" I.R. W/CAP #21464 = EXISTING LOT LINE TO REMAIN = LOT LINE TO BE REMOVED = NEW LOT LINE EQUIPMENT USED: SURVEY METHOD: 1" TOTAL STATION FIELD TRAVERSE SURVEY ACCURACY MEETS OR EXCEEDS WAC 332-130-090. ALL CONTROL MONUMENTS FIELD LOCATED APRIL AND JULY, 2015. LINE TABLE L1 S 01"55'38" W 74.09' L2 N aa·50•29• w 5.00' L3 S 01"40'15" W 10.00' L4 N 88·19•45• w 10.00' L5 S 01·40•15· W 21.00' CURVE TABLE RADIUS DELTA ANGLE ARC LENGTH 25.00' 90·15'23" 39.38' 25.00' 90·00·00· 39.27' EASEMENT LlNE TABLE - LINE BEARING DISTANCE EL1 S 01·55'35• W 5.00' EL2 N 88'19'45" W 10.00' EL3 N 01'55'38" E 5.00' EL4 N 88"19'45" w 58.89' EL5 N 01"40'15" E 41.51' ~--t----0 t':l NE 23RD PL (N88"20'57" W 619.97' -MON TOMO-N),--------'c.,.._.. __ FOUND PLAT MON. IN CASE 0.14' NORTH 0.07' EAST EL6 N 46"55'38" E 36.26' EL7 N 01"55'38" E 58.1 o· EL8 S 88"19'1 O" E 26.43' FOUND PLAT MON. IN CASE 0.08' SOUTH OF CALC. LINE (VISITED JULY, 2015) 0 t') (N 88·19•25• w 620.oo'-P) (N 88"19'45" W -CALC) EXISTING LOT AREAS TAX PARCEL 344890-0440-03 TAX PARCEL 042305-9325-03 TOTAL 11,100 S.F. OR 0.25 ACRES +/- 18,538 S.F. OR 0.43 ACRES +/- 29,638 S.F. OR 0.68 ACRES +/- NEW LOT AREAS LOT 1 LOT 2 RIGHT OF WAY DEDICATION TOTAL 9,025 S.F. OR 0.21 ACRES +/- 20, 148 S.F. OR 0.46 ACRES + /- 465 S.F. OR 0.01 ACRES +/- 29,638 S.F. OR 0.68 ACRES +/- 0 t'j _,,,___..:s 8a·19•45• E S LINE NE1/4 SEC 4-23-5 PREPARED BY: N 00"58'30" E 661.23' HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 8/18/16 17701 108TH AVE SE, PMB 208, RENTON, WA., 98055 8/18/16 TEL: 425-235-8440 FAX: 425-235-0266 LATEST REVISION: OF CALC. LOCATION E 1/4 COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) FOUND MON. IN CASE CITY OF RENTON #716 N: 188,279.243 FEET E: 1,311,392.046 FEET (VISITED APRIL, 2015) PORTION OF: SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON UNION AVENUE LOT LlNE ADJUSTMENT FILE NO. LUA-16-000025-LLA L.~D-30-0392 DRAWN BY: RJi' DATE: 10-23-15 JOB NO.: 21515 CHKD BY: RGH SCALE: 1'' = 40' SHEET: 2 OF 2 j. (0 0 N ~ 0 0 0 I (0 1-w w et: 1--- U) I I- ~ N w z (0 L() o, I"; PORTION OF THE SE 1/4, NE '1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. ,., ,· ' ,-------------- I L I 13" INV=449.00 LOT 1 ~ J 0 6" SIDE SEWER~ INSTALLATION PER COR • \ STD. PLAN 406.1 ·,--....,/ ,.,___,, '::::.. 1 '-] 1 CROONONFECDTRATION~ , , EX 8" INV=440.45 4" INV=453.40.~ J L __ L_j/20 L~~ I< P\10 @ 2.0% 61 TYPE 1CB~ . PER COR STD. PLA~ 200.0 \:. ~ ·~ RIM-455.00 •.. --o \ INV=453.00 --\ --·---,--:,,\--· \~ I I I FG=455.20 65 LF 6" PVC SD @ 2.5% . I I I, r I =i i I ~ ~ i ~=-/II ))J I l SANITARY SEWER NOTES AND SPECIF/CATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT / APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre-construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others construction site. on the 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 6" INV=449.00~ ~ I ~ ~ I LOT 2 If-. -~Ii I 45' E BON 6" SIDE SEWER '". . i fl ~16 .. IN\/=~51 38 9. The contractor shall provide the City of Renton with an as-built INSTALLATION PER COR .,'. L _ -i___ ii '. , __ u / I I · drawing of the sanitary sewer system, which has been stomped and signed STD. PLAN 406.1 , I Ir' ,, / 3~5 5" ~f vc. by a licensed professional engineer or licensed professional surveyor. EX 8" INV=440.06 ' '1 . r I -/ SD 2.0% __ _ 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly lamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Deportment. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility ·16. In unimproved areas, manhole to extend m1n1murn 6 inches and maximum 12 inches above finished grade or must have m1n1mum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. ..• . . NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ;\RE APPROXIMATE ONLY. IT SHALL BE THE CONTR,\CTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VEFHICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPPESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO PESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 NE 24TH STREET' CONNECT TO ROOF DRAIN f ! ,, ,. / 4" PER. F PIPE :suBDRAIN~- 4" INV=450.80 / / / / ./'y-""LtJV=449.38 --------_ 1 · · / / /19 LF 6" · --' ... CATC~4~Aii'~ ;;~o! I 0· frv~ ~~,,~ I.:.:_' ·. ' I iJ TYPE 2 CB k<'. 30.0' PRIVATE WATER, STORM, . CONTROL STRUCTURE I I & __ ---... 48",PI;/ p .. -.~.v .. R.·~. F .. IL. 1E~l \\> I ,.. , .. · . . , .. ·· , , I ' 1· ~:~~R4SJ~N25STRUCTURE #2 ·. , UTILITY AND ACCESS EASEMENT RIM=454.s.o, I : ( w; 2 cARTR1Dc ~s: . ~~ , ·. ··.. 1Nv=449.88 INV=449.3.8 ·, ~ ·· 1( RIM""453,/j.5'1· ~. =f , 6" INV=450.6~ \_J >?_.f~" INV=447.53 (OU:f'f ·-.... / ,,. . , ~· 6" EXTRUDED ~· . REPLACE CURB AOJACENT TO 20 0 20 40 horizontal scale feet 21 LF. 5 ,, PVC @ . J ort i " .. 1 5" INV=449 .. 23((11NN), ·· ___ . • ::' c> ' • · , · , f-\ , l. ASPHALT ~UR. B .· . ' . . . CATCHBASIN PER CITY OF RENTON 2.0% r y 1 , , ,_ ~ . '" A ~ 1_1 _ _ . ~. :_ J =~ TC=458 50::--< 1.[.~ ... , ,.·.,.·-. . / STANDARD PLAN 101.1 . , .. . , . r r 1 71 LF 6" Pvc ~1 -"...1/;/V;//V///,,////V//////)< ~///V///////////V///;///, ~ ;,_J I t · · · · PER COR STD. . ~;so:1i;.,·- ···, ~------·---~i===== w D --w w -w--~°9--.~~.,.t!-~-w-L . cf.· ---~-------·· • . FG=452.90- ,, ,. ., /. _, ~; ,-. ., . ' ISOLATOR ROW EMENT CONCRETE TRANCE PER CITY OF ND ARD PLAN 104.1 ~ f TYPE 2 CB ' Z . DIVERSION STRUCTURE #1 , " · · NOTES TYPE 1 CB PLAN 200.00 RIM=452.00 INV=450.25 / ' ·; ··/ . I REPLACE CURB ~ I PER COR STD. I . , , PLAN 101.1 CONNECT TO EX TYPE I CB-~·····..... [4 1\.)LF 12 ,, 1 -~ __i EX 12" INV=446.61 1c, d''E @ 1.2% •. . . ... ... .. ,. '' ...... . . . ' . " -~--so--=---==---~ -[] Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering .corn Contact : Bob Kehrli, PE RIM=453.90 · INV=449.88 LMINIMUM FINISHED GRADE ELEVATION ABOVE STORMTECH DETENTIOI\I STRUCTURE= 453. 90 142 LF 8" CPE @ 0.3% 30.0' /~10' PRIVATE STORM DRAIN EASEMENT SLOPE VARIES, 2:1 MAX w z :=; /'.= 11'. w 0.. 0 11'. 0.. 5.0' '20.0' 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS SECTION A-A DRIVEWAY SCALE: N.T.S. 2 PER CITY REVIEW COMMENTS RMK 2 15 16 RMK su':,'~'sEN SURVEYING 1--3"---l-'-P"'ER-'-'C~IT'-Y'-'-RC.CEC.CVC.CIEC.CW'--'CC=O=M=M=E~NC.CT~S---------+-~R=M=K~t-7~0_1~1_6-j--R~f=AK--I DESIGNED, R. KEHRLI, P.E. DRAWN: R. KEHRLI, P.E. CHECKED: l---+--------------------+---+----t-----1 C. WILLIAMS, P.E. NO. REVISION BY DATE APPR APPROVED: w z _J /'.= 11'. w 0.. 0 11'. 0.. EXTRUDED ASPHALT CURB CALL 811 BEFORE SCALE: SCALE I ONE INCH I !ATFULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. YOU 1. 2. 3 4. 5. ALL INDIVIDUAL FLOW CONTROL BM P's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT 11\1 GOOD REPAIR. ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGROUND. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION BETWEEN UTILITIES IS LESS THAN 1 FOOT. MAINTAIN A MINIMUM 7.0' HORIZONTAL SEPARATION BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES. MAINTAIN A MINIMUM 1.5' VERTICAL CLEARANCE BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES. ·--··-·-·--~-! RECOlvlMENDFD FOR APPROVAL I BY:·-----· DATE: ____ _ BY: DATE: ____ _ BY: ____________ _ DATE: ____ _ DIG BY: ___________ _ DATE: ____ _ WATER MAIN EXTENSION & STORM DRAIN TUSCANY CONSTRUCTION, LLC STORM DRAIN & SEWER PLAN 8/10/2016 FJELOEiOOK: PAGE: DRAWING NO: 3956 NE 24-~H STREET SHEET: 5 OF: 8 STORM lO 0 N -tj--- 0 0 0 I lO f-------w w 0::: f------- (J) I f------- -tj- N w z lO L() m n PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. TYPE 2 CB, 54" DIA. FLOW\ CO[\ITROL STRUCTURE PER \ FRAME AND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS FROM CHAMBER 12" INV=449.88 FROM UNDERDRAIN 4" INV=449.38 KCSWDM 5.3.4.A 4 -11 I <J, ~1~~· I ~----_"_"! I ~ -~ <J__ 12" FLOW CONTROL STANDPIPE OVERFLOW EL=451.71 6'~MIN.I -r, c:====* ----INV=450. 71 ORIFICE=0.80" ELBOW~j-~ RESTRICTOR IC] rfr-'-----H-+--INV=450.48 ~-11 j ORIFICE=1.00" ~I ,--- u Q () ... v 1~ TO PERK· FILTER _Jr," INV=449.38 rl· .. r' SHEAR GATE WITH CONTROL ROD FOR -. . CLEAN OUT /DRAIN (ROD BENT AS --t----;;==--REQUIRED FOR VERTICAL ALIGNMENT 2.0' 2.0' WITH COVER) SEE KCRS DWG. 2-026 l PIPE SUPPORT (TYP.) d---<! -RESTRICTOR PLATE W/ 0.772" ORIFICE FLOW CONTROL STRUCTURE REMOVABLE WATERTIGHT COUPLING OR FLANGE SCALE: N.T.S. ----, i L__ -~-- \ _-. L_ 1 1 6" MIN. I_ 6,, I MAX. - PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR SCALE: N.T.S. ~ co 'I" I ~ ' LL 11. TOP SLAB . INLET. INLET /BYPAs~--·r MODULE. PERK FILTER '"~-..i~;,:J CARTRIDGE. BASE SECTION. BOLTED & CASKETED ACCESS COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. RISER SECTION AS REQUIRED. UTLET. Washington GULD* Notes: 1. 2. 3. 4. Precast concrete structure shall be manufactured in accordance with ASTM Designation C478. Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as required. Field poured concrete collar required, by others. Inlet & outlet pipe(s) are to be 018.00" maximum. Inlet pipes must enter the structure in the inlet bay. Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events. 5. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00". 6. For depths less than specified minimums contact Oldcastle® Stormwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Media Filtration Perk Filter™ 048.00" Manhole Washington State GULD One to Two Cartridges I Stacks 0 Oldcastle® Stormwater Solutions 792·\ Soulhpark Plaza, Suite 200 I Littleton, CO 180120 I Ph· 800 579.8819 I oldcastleslormwater.com THIS D0CU~1~Nr1S rHEP1'0~":lllYOF OLDCASILE PRE CAST, INC. IT !S SU~V.11 fEQ FOR REFERENCE PURPOSES ONLY AND SHALL NOJ'B': ~SEO IN ANYWAY lfi.lURIOUS TD THE lm'ERESTSOF SAID COMPANY. COPYRIGHT©2015 OLCCASTLEPRECAST, l,~C. AJ.LRIGrlT3FESEiWED DRA'MNG NO. RE'.' E«l ECQ-0132 DAlE PF-MH-48-WA NR ,CIA 4 ;21 ;15 rn 4/27 /15 CaEET 1 CF 2 SURVEl'ED: SCALE: HANSEN SURVEYING CALL VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 1----f-----------------------t---t----t------j DESIGNED: R. KEHRLI, P.E. SCALE DRAWN: R. KEHRLI, P.E. ONE INCH ~ ' co "t I ~ ' LL CL Media Filtratior1 811 Washington GULD* INLET, ¢18.00" MAX. PIPE SIZE. SEE NOTE 3. TOP SLAB & COVER NOT SHOW IN THIS VIEW FOR CLARITY. OUTLET, ¢18.00" MAX. PIPE SIZE. SEE NOTE 3. BOLTED & CASKETED ACCESS COVER/HATCH, STA~IDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. FIELD POURED CONCRETE COLLAR --i~~===:5~~---------, ,··-' REQUIRED, BY OTHERS. '.· ·'.'..}'. SEE NOTE 2. -- INLET, ¢18.00" MAX. PIPE SIZE. SEE NOTE 3. -MINIMUM DEPTH ¢4.00' [ 48.00"] SECTION A-A Minimum Depth PIPE SIZE 06.00" 080D" 010.0D" 0·12.00· 015.00" 018.00" MINIMUM r..,11NIMUM MINIMUl'vl MINIMUM MINIMUM MINIMUM CARTRIDGE DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM TYPE TO OUTLET ro OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET ·12" 3.67' [44.DO"J 3.92' [47.00''1 -4A-7'{5MQ"}--4A2'-[53.0Q"f-C--4£7'-[56.00"]. 4,92' [59.00"j- -18"--4.42' [5:JJlO"j---4.61'[56.00"J--4,92'-l=I-~ti"-{62,00"J. 5.42'{65JJO"j--5,&7'-{63-00")- 1 :?---1--1Z'---5,t7'[62-QQ"}--5-AZ-[65.00".} -, . 5. e+'-j63-00"J--5.9:l'fl"-1.00")--6.-1+'[7-4.QQ"}---6-42'-[7-J"-QQ"}- 1 ...... """ 0 .61'-[6@.0Q"}-5.92'[7-+00"J-~MT [74.00") -6A2'-f nn• 0 • 0 1'-[3Q.OO"J---6-92'[33.00"}-·- 048.00" PERK FILTER MANHOLE TREATMENT FLOW RATES. TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS CARTRIDGE STACK CONFIGURATION -CARTRIDGE 12" 1 B" 12" & ·12" 12"&18" STACK fREATMENT TOTAL FLOW TF~EATMENT rOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RA.TE CAPACITY FLOW RATE CAPACITY (GPM I CFS) (CFS) (GPM I CFS) (CFS) (GPM / CFS) (CFS) (GPM I CFS) (CFS) ~- ' &&14. 0 'EJ,2/-(HJ'.':/-----.'.a..}-;0§----~14.83-0 -J n n,,..., 3.62-- 2 13.6 I O.Q3 2.47 -;,()MQ.Q4!j ----3c--Q-Fj----,-,-.'"' G-:Q£ 3.46---"4+-IWJ'&--3-:62- MAXIMUM HEAD LOSS 1-7 FEET 2,3-FEl:el'---------2,9-FEE+------·-----3.5 FEE-l'--- Perk FilterTM Oldcastle® Stormwater Solutions 048.00" Manhole Washington State GULD 792·1 Southpark Plaza, Suite 200 I Littleton, CO 180120 I Ph: 800.579.8819 I oldcastlestormwater.com THIS DOCUMENT ISThC: PROPERTY OF OLOc,,sTLE PREC/1-ST, INC. IT IS SVBMIITTO FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED INArN WAY INJURIOUS TO HIE INTERESTS OF 3A1D COMPANY. COPYRIGHT ©20150LDCASTLE PRE CAST, INC. ALL RIGHTS RESERVED. One to Two Cartridges I Stacks DRA'MNG NO. REV ECO EC0-0132 DATE PF-MH-48-WA NR :s~ 4/27 /15 ISM 1/27 /lo SHEU 2 OF 2 BEFORE CIT"( OF RENTON RECOMMENDED FOR APPROVAL BY: __________ _ DATE: BY: _____________ _ DATE: _____ _ BY: ____ _ DATE: _____ _ YOU DIG BY: DATE: _____ _ WATER MAIN EXTENSION & STORM DRAIN TUSCANY CONSTRUCTION, LLC 8/10/2016 FIEWt:JOOK: Pt.GE: DRAWING NO: email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE CHECKED: 1----1----+----i C. WILLIAMS, P.E. AT FU LL SCALE IF NOT ONE INCH SCALE ACCDRDJMGLY FLOW CONTROL & \i\lATER QUALITY DETAILS 3956 NE 24TH STREET Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: SHEEf: 6 OF: 8 STORM lO 0 N sc::j--- 0 0 0 I lO f-w w 0:::: f- U) ::r:: f- sc::j-- N w z lO L() m n ACCEPTABLE Fill MATERIALS: S_T_ORMTECH SC-310 CHAMBER SYSTEMS MA TERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS _.____ ____ COMPACTION I DENSITY REQUIREMENT L: FILL MATERIAL FOR LAYER 'D' STARTS FINAL FIL FROM TH E TOP OF THE 'C' LAYER TO THE BOTTOM BLE PAVEMENT OR UNPAVED FINISHED D OF FLEXI 'GRADE A MAY BE P BOVE. NOTE THAT PAVEMENT SUBBASE ART OF THE 'D' LAYF'R C B LL: FILL MATERIAL FOR LAYER 'C' ;INITIAL Fl STARTS F STONE ('B 'TOP OF f :sUBBASE ROM rHE roP OF HIE EMBEDMENT 'LAYER) TO 13" (450 rnm) ABOVE THE HE CHAMBER. NOTE THAT PAVEMENT MAY BE A PART OF THE 'C' LAYER. NT STONE: FILL SURROUNDING THE jEMBEDME 1CHAMBER !LAYER) TO S FROM THE FOUNDATIONS fONE ('A' rHE 'C' LAYER ABOVE. JON STONE: FILL BELOW CHAMBERS E SUBGRADE UP TO THE FOOT (BOTIOM) '1FOUNDAT A FROM TH _ IOFH~~? HAMBER PLEASE NOTE: ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PL/\NS FOR PAVEMENT SUElGRJ\DE REQUIREMENTS. GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYEK CLEAN, CRUSHED. ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BET'NEEN 314-2 INCH (20-50 mrn) -- CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 314-2 l~JCH (20-50 rnrn) N/A MSHTO M1i15' A-·1, A-2-4. A-3 OR AASHTO M431 3. 357, 4. '161. 5, 56, 57, 6, 67, 68, 7, 78, 8, U, 10 MSHTO M431 3, 31)7, 4,467, 5, 56, 57 MSHTOM431 3, 357, 4,467, 5, 56, 57 89. PREPARE PER SITE DESIGN ENGINEER'S PLANS. P~\VED INSTALLATIONS MAY H/\1/E STRINGENT MATERI/\L ANO PREPARATION REQUIREMENTS, BEGIN COMPACTIONS AFTER 12" (:.JOO nun) OF /l,1ATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mrn) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED l1,1ATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE 'NEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (69 kN). NO COMPACTION REQUIRED. -l PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. 2 ' 1. rHE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR FOR EXAMPLE, A SPECIFICATION FOR tt4 STONE WOULD STATE: '"CLEAN, CRUSHED, ANGULAR NO.,\ (AASHTO M43) STO~JE" 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED ANO COMPACfED IN O" (150 rmn) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOK STANDARD DESIGN LOAD CONDITIONS. A FLAT SURFACE MAY BE ACHIEVED BY RAKING OK DRAGGING WlfHOUT COMPAGTION EOUIPMEm. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: ADS GEOSYN fHETICS OOH NON-WOVEN GEO TEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ."\.-, '.''.. ("i :j '\!,_ ·(S , . ' :~ ... ~ ·' 12" (300 mm) MIN SC-310 END CAP , SUBGRADE SOILS l (SEE NOTE 5) 6" / PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) •rn BOTTOM OFF .EXIG<.E PAVEi.ENT "CR "'~P!WED INS r~.L'.A[IQ.'.$ WI IERO Rc'TTIIIG FRGri, '.'E~IC•_;;s MAY ocr.uR. INCri[A3E CO'JER TO ~4· (C:JU rrn) . ·-___J_ 6" (150 J!llll) 16" (405 mm) ____l_ (150 rnm} MIN ----34" (865 mrn) 6" (150 mm) 12" (300 mm) TYP 1. sc-310 CHJ\li,1BERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2022 ·•s·1ANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLA.STIC CORRUGATED 'NALL STORMWATER COLLECTION C~IAMBERS" 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE D!::P rH OF FOUNDATION STONE WITH coMSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. PEil.i METER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS 7. ONCE LAYER 'C' IS PLA.CED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 18" (450 mm) STORMTECH HIGHLY RECOMMENDS ~ SC-310 CHAMBER OPTJONAL INSPECTION PORT FLEXSTORM PURE INSERTS IN ANY UPSTREAM "' STRUCTURES WITH OPEN GRATES --..._, 20" I -SC"310 END CAP 24" SUMP DEPTH I I CAfGH BASIN OR MANHOLE ~ 12" (300 mm) HOPE ACCESS PIPE REQUIRED USE FAC fORY PRE-FABRICATED END CAP PART I,: SC310EPE12B T1NO LAYERS OF ADS GEOSYNTHETICS 315\NTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-310 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. 8. ALL ISOLA.TOR ROWS B. 1. REMOVE COi/ER FROM STRUCTURE AT UPSTREAM END OF ISOLJ\TOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTKY IF ENTERING MANHOLE 8.3. IF SEDIMENT IS AT, OR ABOVE, 3" (BO mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZL<C WITH REAR FACING SPREAD OF 45" (1.1 m) Ok MORE IS PREFERRED 8. APPLY MULTIPLE PASSES OF JETI/AC UNTIL BACKFLUSH WATER IS CLEAN C. VACUU1',1 STRUCTURE SUMP /\S REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS /\ND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM NOTE~ INSPeCT EVERY U MONTHS DURING THE FIRST YEAR OF OPERA.rlON. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS oasrnVATIONS OF SEDIMENT ACCUMULATION AND HIGH WAfER ELEVATIONS. 2. COM DUCT JETIING AND VACTOR ING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. PAVEMENT CONCRETE SLAB 8" (200 111111) MIN THICKNESS FLEXSTORM CATCH Ir PART# {)21:.!NYFX 'NI rH USE OF OPEN GRATE 10" (250 mm) INSERT A TEE P/\RT#10N12ST31 IP INSERT/\ TEE TO BE CENTERED ON CORRUGATION CREST l r 18" ('150 mm) MIN WIDTH (I CONCRETE COLLAR _,.,--12" (300 mm) NYLOPLAST INLINE Dr\AIN BODY W/SOLID HINGED COVER OR GRATE PARTU 2712AG10N SOLID COVER: 1299CGC GRATE. 1299CGS sc.310 CHAMBER SC-310 INSPECTION PORT DETAIL NTS 0 ~ ,,, () (/) z 0 t ii' al w 0 z 0 t § w 0 "' I u ~ 0 ii; ~ z 0 ~ " " u cc; cc; w o z (/) z w Q ~ " (/) ! u e (/) w 0 I ~ 0 u 8 0:: u ~ 0 ~ 6 ~ :t 0:: " <1'. ~ 0 ~ ~ z ~ a ~ u s w w (/) S: a ~ 0 ~ SHEET 1 OF 1 1 I - I I ' i r-- [ ~ IL!CTT,i! SHEET OF 1 , 0 I PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.tvl. 6" 48" DIA. TYPE 2 CATCH BASIN (DIVERSION SURVEYED: SEE NOTES [ --<.J--<,-- ci DIVERSION STRUCTURE #1 48" DIA. TYPE 2 \ CATCH BASIN I 14 d 4 <I 12" OUTLET TO INLET MAI\IIFOLD 48" DIA. TYPE 2 \ CATCH BASIN \ \ 4" CAST IN PLACE WEIR WALL WEIR WALL i SEE NOTES 12" OUTLET TO ISOLATOR ROW =--, I ,1 <I DIVERSION STRUCTURE #2 NOTF:S 4 <J 1. PROVIDE REINFORCING, #4 REBAR @ 12" O.C. lf\l WEIR. 2. GROUT WEIR WALL TO INSIDE OF CATCHB;\SIN. TOP OF WEIR 450.88 _I_ q <I r--- 4 (r_ INV=449.88 J <I 6" INLET " ' STRUCTURE #1 ONLY) " ;j <I " <I <J <J /1. 4 <J 1 " <I 2.0' ,-, _, MIN. :j ( ~- <) <l <I 4 \, J J <J <! " <I <I 4 4 STORMTECH DIVERSION SCALE: N.T.S. CALL 811 BEFORE SCALE: " q 4 ci <I <l <J d 4 <I <! YOU i~~-,, OUTLET TO ISOLATOR ROW lf\lV=449.88 ------------------------------------ RECOMMENDED FOR APPROVAL BY: _______________ _ DATE: _____ _ BY: ______ ----------DATE: _____ _ BY: _____________ _ DATE: _____ _ BY: _____________ _ DATE: _____ _ DIG -----------··--·--~--, HANSEN SURVEYING VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 8/10/2016 Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 1-----+----------------------------1------1------J------i DESIGNED: R. KEHRLI, P.E. SCALE CITY OF RFNTON STORM DRAIN LLC F1ELD800K: DRAWN: PAGE: R. KEHRLI, P.E. ONE INCH DRAWING NO: email: bob.kehrli@greenlakeen~1ineerin~J.com Contact: Bob Kehrli, PE 1----+---------------------------+------L--------if--------J CHECKED: C. WILLIAMS, P.E. AT FUll SCALE IF NOT OrE INC;i SCAL£ ACCCIRDINGLY Planning/Building/Public Works Dept. WATER MAIN EXTENSION & TUSCANY CONSTRUCTION, STORMTECH DETAILS 3956 NE 24TH NO. REVISION BY DATE APPR APPROVED: STREET SHEET: STORM (D 0 N s;;j--- 0 0 0 I (D f-w w Q" f- (/) I f- s;;j- N w z (D Li) CT) n PORTION OF -rHE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. ii - I l ~ I I ' 6" INV=449.00~ I I 6" SIDE SEWER~ L INSTALLATION PER COR . L ·1 STD. PLAN 406.1 s,o----.::"'-' CO~JNECT TO LOT 1 · ,EX 8" INV=440.45 ROOF DRAIN I 4" INV=453.4D, -. ; .. , l_l ,----.-~, I ,f c__J" 1 f20 LF 4"-I PVC @ 2.0% '\ ;\ TYPE 1 CB~\ ., PER COR STD. PLAN 200.0 ~ \ RIM=455.00 '·, D INV=453.00 ·-·-··, \ I FG=455.20 65 LF 6" PVC SD @ 2.5% I-l-lr l ~1 le[ l~-il lJ l SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre-construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction crnd for the safety of workers and others construction site. on the 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 1 ~~~~, _ _Jr-I j / D'~,---J~(I f / 8. A copy of these approved plans must be on the job site whenever 6" INV=449.00~ / ~ ~-I construction is in progress. 6" SIDE SEWER~~ ·"" l LOT 2 f\"i;i-~/1 / ~" ~· EYBON 9. The contractor shall provide the City of Renton with an as-built INSTALLATION PER C·oR · ~. ,· iL , / 6 INJ=~51.38 ' drawing of the sanitary sewer system, which has been stamped and signed STD. PLAN 406.1 f) --.;-1--,. ·· ''// ~ 5" vc by a licensed professional engineer or licensed professional surveyor. EX 8" INV=440.06 . · c.r--->c 1 . -/ / ySD oy 2.0%. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 f~eters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT / APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be ASTM D 3034, SDR 35, or ductile by the Wastewater Utility. polyvinyl chloride (PVC) rubber gasketed iron class 50, unless otherwise approved ·16. In unimproved areas, manhole to extend m1n1mum 6 inches and maximum 12 inches above finished grade or must have m1n1mum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. :0 : ., NOTE: EXISTING UTILITY LOCATIO~IS SHOWN HEREO~I AFiE APPROXIMATE ONLY. IT SHALL BE THE CONTR/\CTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERllCAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMME~ICING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. C/1LL BEFORE YOU DIG: 1-800-424-5555 CONNECT Ti. ~ii:4~~~~ f I · // / 4"/P ER~-:~10~~~~Aj~~---=-__ _ _ _ •· 2. f I /0 J{vdg LF 6" II~ ---, c;~:~R 4 :~'.\1R~~ti~ I I I ~ . ~y;:v;: ~;;Fr~\ u} .. . ·. . . . : D fi~Rh~:,sTRUCTURE 11 v·· ······,.,·.8·······~ .. ·j~'i·T· y,p.?.~~Ttc~~1.E·t·E;~g~~in .5.0 \ I ! 11.. .. .. I 2 GfRTRID(E~.J\ J . .·· .· .... · I. I INV=449.88 INV=449.~8 1 ~ J?. ~I RIM=453.45fN· 1' . . T TO 21 LF 6~:· ~~~=;5~.·~~ ,·. ! ? I r:, ;~" ~~.v~~;,7,;~~~~Vi Q ~. ' ~ / -~ ' ., .. . . ' ,·,. --~ . i. -" I n/r~·~l~Zf !{~D:Bso~ ... ·· / ·•· .. •s-.... ·£·.'.·.·.··~.J'f ... ·. ·.··.·.······.:······.· .. ··. i :> ... ~¢·I· ~~~~f N.~&EN:~~J.~E~F RENTON 20 40 0 20 horizontal scale feet PER COR STD. ~.'-. 'y ·. , i / / L71 LF 6" PVC @ d;s% 1 l. · ////r////,'.,//// V//'.//////'///;, V/fiV///V/// V///,,V///V// ~ r~ 1 I . Till · .... '·. .... ' :, ,··. 1;·--1 J ~,} JJ 'ii 4f0Df.~ .\<,/1. ----3+00 v»-.'/V~//V/// //~/,'.,V////////,,V/////0////////,,V///,y//4!:'.'._j~-l 5 -A: :.ti,//'. . . . . . • . , . . . . 150 ;? L l 'f' ·~ ~. _f W .. 'i 'I' (o ~· • 'W 2+00 "-' l O , :, < :·iJ 1+00 •···· • ····-·-··-·--.. LFG=45225 ·· ·INV 5·':4"fg'_~---f·-~-~ -·-· -··-·-._.--· · ·-• .. _ .. -~--:_:~_.:.:-_ =----~·=·---1~1 = . -w-===-===~~~-=~ ~-~~ss.1p~I:dr"--~ ~kJ · TYPE 1 CB PLAN 200.00 RIM=452.00 INV=450.25 N_'l,~~~~~2 / I ... ".' · ' '. .: .. .j --A -----·------····-... -·--· ---.. ---' 1 S,Sb' f.· fl~s . '"-20.0· WIDE CEMENT CONCRETE 1 ' ISOLATOR ROW FG=455 .9 o ,...,__ DEQICATION.· ~ .. ·. • <15.>> .. ·~ ... 51 DRIVE •. WAY ENTRANCE PEI~ CITY OF FG=452.90- REPLACE CURB PER COR STD. •.•• , r , PLAN 1 01.1 ..... ',.,, i / • • ; ),fy ~ RENTON STANDARD PLAN 104.1 ! ~ I TYPE 2 CB Z 1 DIVERSION STRUCTURE #1 / / RIM=453.90 , "' INV=449.88 142 LF 8" CPE @ 0.3% -..J l-10' PRIVATE ~ STORM DRAIN EASEMENT I I I I . ~ MINIMUM FINISHED GRADE ELEVATION ABOVE STORMTECH DETENTION STRUCTURE=453.90 SLOPE VARIES, 2: 1 MAX w z _J ~ fr' w o_ 0 fr' o_ 5.0' 30.0' 20.0' 4" Ml~I. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED r w z _J ~ fr' w o_ 0 fr' o_ EXTRUDED ASPHALT CURB r.rJ ~ D:.1 > <r; z 0 ~ NOTES 1 . ALL INDIVIDUAL FLOW CONTROL Blv1P's SHALL BE PRIVATELY OWNED, MAII\JTAINED AND f<EPT IN GOOD REPAIR. 2. ALL UTILITIES SERVICl~JG THE SITE SHALL BE UNDERGROUND. 3. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION BETWEEN UTILITIES IS LESS THAN 1 FOOT. 4. MAII\ITAIN A MINlfAUM 7.0' HORIZONTAL SEPARATION BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES. 5. MAII\ITAIN A MINIMUM 1.5' VERTICAL CLEARANCE BETWEEN WATER UTILITIES Af\lD STORM DRAINAGE UTILITIES. RECOMMENDED FOR APPROVAL BY: ___________ _ DATE: ____ _ .·· ,, . ' ' L I CONNECT TO EX TYPE 1 CB:............. ·. . ( '---_J ... EX 12" INV=446.61 ~~ [!~~~--~ 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY: ___________ _ DATE: ____ _ Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE SECTION A-A DRIVEWAY SCALE: N.T.S. t\[tf~t~ 2 15 16 '""'mo C: 01 ;1i;;ff}Y;:> 2 PER CITY REVIEW COMMENTS RMK RMK HANSEN SURVEYING SCALE; SCALE q , i,r,,J!\ \'( ,2 3 PER CITY REVIEW COMMENTS RMK 7 01 16 RMK DESIGNED ~/ :;; lt~J. '.; I~ •---+--------------------l---l----+---G=C"'R._K_E_H_RL_l,_P_.E_._-i--------1 rJ -v r":;--00\ Q: iJ DRAWN: (\p <Mt,v,'l/~14') l---t--------------------t,---i---t----t--R'.::... KEHRLI, P.E. {\~ ,?0 4808\ .. \l ~ S CHECKED: 0{s/f~?-11\,,-f.:,~S l---+--------------------+---1----+----I C. WILLIAMS, P.E. V 0 0i!},'li1\\_ : ,0 V\fi.r,rJV NO. REVISION BY DATE APPR APPROVED, ONE INCH AT FULL SCAL£ IF NOT ONE INCH SCALE ACCORDINGLY CALL 811 VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 BEFORE CITY OF RENTON Planning/Building/Public Works Dept. BY: ___________ _ DATE: ____ _ BY: DATE: ____ _ YOU DIG ~---------------. ------~ \/1/A TER ~~AIN EXTENSIOf\J & STORM DRAIN TUSCANY CONSTRUCTIOf\J, LLC STORM DRAIN & SEWER PLAN 3956 NE 24TH STREET 8/10/2015 FIELIJBOOK: PAGE: DRi\WINO NO: 5HEEf: 5 OF: 8 STORM lO 0 N ~ 0 0 0 I lO 1----w w 0:::: 1---- (J) I I--- ~ N w z C.D LO 0) n PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. TYPE 2 CB, 54" DIA. FLOW -\ / FRAME AND SOLID COVER MARKED CONTROL S fRUCTURE PER "DRAIN" WITH LOCKING BOLTS KCSWDM 5.3.4.A 1,---~n:=::__crl ... d --i ~ 11 <I 12" FLOW CONTROL STANDPIPE OVERFLOW EL=451.71 " ~<l ;J I i/ I <l <I -----6'~ -· q:::=-==pi:j- ELBOW .- _ __-</ I ---INV=450.71 ORIFICE=0.80" . L 1 lfJl--ti-,l--lNV=450.48 ORIFICE=1.00" 11 1-Ti . 1::1r\ ~_j__ --~ 1·--~ • j~ TO 1:iERK FILTER FROM CHAMBER 12" INV=449.88 <i 2.0' l I a INV=449.38 ====::i:h I SHEAR GATE WITH CONTROL ROD FOR CLEAN OUT /DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE KCRS DWG. 2-026 FROM UNDERDRAIN 4" INV=449.38 l 2.0' Ii-. ---</ I ·--_____ '1 ______ </_~. ·----J PIPE SUPPORT (TYP.) RESTRICTOR PLATE W/ 0.772" ORIFICE FLOW CONTROL STRUCTURE REMOVABLE WATERTIGHT COUPLING OR FLANGE SCALE: N.T.S. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED 2" MIN. ELBOW RESTRICTOR SCALE: N.T.S. Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE NO. ~ a:, ,. I 2 ' LL o_ TOP SLAB.-- INLET /BYP Asco--+,:,r- MODULE. PERK FILTER '"--....j:;,;y CARTRIDGE. BASE sEc·noN. CONCRETE~-.... F ALSE FLOOR. BOLTED & GASKETED ACCESS COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. ·,· .t=. RISER SECTION AS REQUIRED. UTLET. Washington GULD* Notes: 1. 2. 3. Precast concrete structure shall be manufactured in accordance with ASTM Designation C478. Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as required. Field poured concrete collar required, by others. Inlet & outlet pipe(s) are to be 018.oo·· maximum. Inlet pipes must enter the structure in the inlet bay. 4. Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events. 5. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00". 6. For depths less than specified minimums contact Oldcastle® Storrnwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Media Filtratior1 Perk Filter™ 048.00" Manhole Washington State GULD One to Two Cartridges I Stacks 0 Oldcastle® Stormwater Solutions 7921 Soulhpark Plc1za, Suite 200 I Littleton, CO I 80120 I Ph: 800.579.8819 I oldcasllestornl'uater.com TH.S D0CUM~~T ,S Ti-.E PROPERTYOf'OLDCASlcf PRE CAST, INC. IT IS SIJ~MI 11':0 FOR RE.J-EflENCE PURPOS~S ONLY NlD SHi\LLtlOI ~E 'JSED iN ANY WAY INJURIOUS TO THE INTEREST, Of SAID COMl'Atff_ COPYRIGHT© 2015 0lDGA5TLE PRECAf,'T, li'IC. ALL li.lGlfTS RESERVED DRAWING NO. REV ECO [CQ-Q:32 D.&.lE PF-MH-48-WA I\JR ISM L./27/'iS ISl,i 4/27/15 SHEU 1 OF? SUR'IEYED: SCAI..E: HANSEN SURVEYING DESIGNED: R. KEHRLI, P.E. DRAWN: R. KEHRLI, P.E. SCALE ONE INCH CALL VERTICAL; NAVD 1986 HORIZONTAL: NAO 1983/1991 ~~--------------------------------------------------~ ~ ' OJ 1" I d: ' LL D... INLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. TOP SLAB & COVER NOT SHOW IN THIS VIEW FOR CLARITY. A J_ OUTLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. /BOLTED & GASKETED ACCESS ( COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. Washington GULD* FIELD POURED CONCRETE COLLAR --C', . .t .. ~E===:f""'!if;_,~. ,-·-------,- REQUIRED, s~f ~i)~~R~ . '-• >lJ: INLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. - DRAIN DOWN TUBE.-'°' - :-,;, - ''.-' "" -:,, .33' [ 4.00"] _l ¢4.00' [ 48.00"] - SECTION A-A Minimum Depth < "· ,.;'.: .:.~ UTLET, ¢18.00" MAX. PIPE SIZE. SEE NOTE 3. MINIMUM DEPTH PIPE SIZE 06.00" 08.00" 010.00" 012.00" 015.00" 018.00" CARTRIDGE MINIMUM MINIMUM MINIMUM MJNIMUM MINIMUM MINIMUM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM TYPE TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET 12" 3.67' [44.00"J :.JJ2' [4h00")--4.11"fs,WJO'.'.' ,1.,1', fa3.JJ '11 ' ' 6-.00q-' "" """ '"" '.''.l'-{~O"l-e-46,"£5&.00")-4.9'.1'[59,IJO"J. 5c17' [o:OCOO.'] ~42' l<i~O"l---!;,~ 1~1-----· ,.,,. c:.~~ ~s.42· 1os.00",-5Ji-7'-[6&D0"J -5Jl'.l'f7.kOO'l-i-e-11"f74.(l0")-4.4'./'¥h!JO"J- 12"+18"-5,6-T [68,00"] ~92' [h1.,00:J--4-1 l"fµk()O"J--M'.l'f7.hOO"l-0 I ~3Q..OO'..'.}-f4\l~OO"J- 048.00" PERK FILTER MANHOLE TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS CARTRIDGE STACK CONFIGURATION . CARTRIDGE 12" 18" 12'&12" 12"&18" STACK TREATMENT TOTAL FLOW TREATMEi'JT TOTAL FLOW TREATMENT TOTAL FLOW TREATMHJT TOTAL FLOW QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY (GPM / CFS} (CFS) (GP~JI .1 CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS) -+--§J',./ ihe45c 1-----2 . 47-------~1-0c2/ ih9-2'2-• •c 13'&/0.02-M§. -17 I lh03l t----3--ce-2-·-· 2 13.6 / 0.03 247 ·W.4-/ Gc8¥.>---a,as .-2-l-c2 /-0,06-·----%.45 --34 /.Elc075-t---3,&&-- MAXIMUM HEAD LOSS 1.7 FEET . 2.3-i=::EET ,.,_,.,r.:~--_----------3-:-e-r Perk Filter™ Oldcastle® 048.00" Manhole Stormwater Solutions 7921 Southpark Plaza, Suite 200 J Littleion, CO 180120 I Pt,: 800.579.88191 oldcast!estormwater.com Washington State G ULD THISDOCUMENTISTl-iEPROPERr(OFOLDCASTLEPRECAST, INC. ITISSUBMITTEDFORREFERENCEPURPOSESONLY AND SHALL NOT6E ' UC/ED IN MlY 'llAY INJURIOUS TO THE 1/lfERESTS OF SAiD COMPANY. COPYFIIGHT©2015 OLDCASTLE PRECAST, 'NC. ALL RIGHTS RESERVED. Med;a One to Two Cartridges/ Stacks DRA\'/INGND. REV ,co EC0-0132 DATE ~--F-Htc_at_;o_n ______________________ ~_P_F_-M_H_-4_8_-_W_A~_N_R~_IS.~ _4_('7/lci IS!A 1/27/15 SHEET 2 OF 2 811 BEFORF CITY CJF RENTON ·--------- RECOMMENDED FOR APPROVAL BY: ___________ _ DATE: BY: ______________ _ DATE: _____ _ BY: ___________ _ DATE: _____ _ YOlJ DIG BY: _____________ _ DATE: _____ _ WATER MAIN EXTENSION & STORM DRAIN TUSCANY CONSTF~UCTION, LLC 8/10/2016 FlaDBOOK: PAGE; DRAWING NO: CHECKED; C. WILLIAMS, P.E. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FLOW CONTROL & WATER QUALITY DETAILS 3956 NF 24TH STREET Planning/Building/Public Works Dept. REVISION BY DATE APPR APPROVED: SHEET: 6 OF: 8 STORM U) 0 N ~ 0 0 0 I U) I I----- ~ N w z U) LO ul n ACCEPTABLE Fill MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS ~--FINAL~::::1 :~~R~~:):l~~ER O' STARTS D FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRI\DE ABOVE. NOTE THAT PAVEME~JT SUBBASE DESCRIPTION ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PU\NS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. AASI ITO MATERIAL CLASSIFICATIONS N/A --j--COMPACTION/ DENSITY REQUIREMENT PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MA fERIAL AND PKEPARATION REQUIREMENTS. MAY BE PART OF THE 'D' LAYE"-R'----------l---------------------+---------------+-====~==~=~==- BEGIN COMP/\CTIONS AFrEH 12" (300 111rn) OF MATERIAL OVER THE CHAMBERS IS REACHED. GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES. <35% I FINES OR PROCESSED AGGREGATE. MSHTO M145' A-1, A-£-4, A-3 C INITIAL FILL: FILL MATERIAL FOK LAYER 'C" STARTS FROM THE TOP 01" THE EMBEDMENT STONE ('B' LAYER) TO '18" ('150 mm) ABOVE THE fOP OF THC CHAMBER. NOTE THAT PAVEMENT SUBB/\SE M/\Y BE/\ PART OF THE 'C' U\YER. OR COMPACT ADDITIONAL LAYERS IN fJ" (150 mm) M/\X LIFTS TO A MIN. 95% PROCTOR DENSITY FOR \NELL GRADED MATERIAL AND 95% RELATIVE MOST PAVEMENT SU8BASE MATERIALS CAN BE USED IN LIEU OF THIS U\YER AASHTO M43' 3,357.4. 467. 5, 56, 57, 5, 67, 68, 7, 78, 8. 89, 9, 10 DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN}. DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN}. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 314-2 INCH (20-50 111m) ________ , ____ _ NO COMPACTION REQUIRED. MSHTO 11:143 1 3. 35i', '1, '16i', 5, 56, 57 FOUNDATION STONE: FILL BELOW CHAMBERS A FROM THE SU8GRAOE UP TO THtc FOOT (BOTTOM) OF THE CHAMBER CLEAN, CRUSHED, /\~JGULAR STONE, NOMINAL SIZC: DISTRIBUTION BETWEEN 314-2 INCH (20-50 111ml MSHTO M43 1 ::J. 357, 4, 467, 5, 56, 57 PLATE COMPACTOR ROLL TO ACHIEVE A FLAT SURFACE.'' PLEASE NOTE: 1. THE LISTED MSHTO DESIGNATIONS ARE FOH GRADATIONS ONLY_ n-lE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGUU\R NO. 4 (MSHTO M43) STONE". 2. STORMTECH corvlPACTION REQUIREMENTS AKE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND cm,1P/\CTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY CDr',11PACTION, FOR STANDARD DESIGN LOAD CONDITIONS,/\ FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACf STORMTECH FOR COMPACTION REQUIREMENTS. PAVEMENT LAYER (DESIGNED BY SITE DCSIGN ENGINEER) EXCAVATION WALL (CAN BE SLOPED OK VEH.TICAL} 16" (405 mm) I ') L 6" (1!:JO mm) 12" (300 mm} MIM ----~ -SC-310 END CAP fj'' (150 mm) MIN --34"(865mm) -12" (300 nun) TYP NOTES: 1. SC-310 CHAMBEHS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STA~JDARD SPECIFICATIOM FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMW/\TER COLLECTION CHAMBERS", OR ASTM F£922 "'STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL ST0Rrv1WATER COLLECTION CHAMBERS" 2_ SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH A3TM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STOKMWATER COLLECTION Cl !AMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVJDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. Tl IE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. Tl IE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEAKING KESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. Pl;RIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENf SUBBASE SOILS CAN BE USED TO REPU\CE THE MATER.IAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. COVER ENrlKE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE I 18" (450 mm) STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-310 CHAMBER \ OPTIONAL INSPECTION PORT 20" -SC-310 END CAP I---- 24" SUMP DEPTH CATCH BASIN OR MANHOLE I \.._ 12" (300 mm) HOPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART#: SC310EPE·12B INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINC DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED SC-310 ISOLATOR ROW DETAIL NTS A."J. USl~JG A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWi::R A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, "J" (80 rnrn) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGUU\TIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. ,_ TWO LAYERS OF ADS GEOSYNTHETICS 315WTKWOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1 2 rn) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS PAVEMENT 18" (il50 mm) MIN WIDTH STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS CONCRETE COLLAR A A FIXED CULVER r CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR fl.·10RE IS PREFERRED B APPLY MULTIPLE PASSES OF JED/AC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, ANO LIDS; RECORD OBSERVATIONS AND ACTIONS STEP 4) INSPECT AND GLEAM BASINS AND MANHOLES UPSTREAM OF THE STOR/v1TECH SYSTEM NOTES 1. INSPECT EVERY [i rv10NTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. ::! CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHO'NS THAT MAINTENANCE IS NECESSARY. CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 10" (250 mm} INSERTA TEE PART1l'10N12ST31 IP INSERfA TEE TO BE CENTERED ON CORRUGATION CREST ..------12" (300 mm} NYLOPU\ST JNLINE --DRAIN BODY WISOLID HINGED COVER OR GRATE PART# 2712AG10N SOLID COVER: 1299CGC GRJ\TE: 129~CGS .....__ 10" (250 mm) ADS N-12 HOPE PIPE · SC-310 CHAMBER SC-310 INSPECTION PORT DETAIL NTS Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE NO. REVISION z 0 i== " " 0 ~ " ' LU 0 (/) z w "' (/) '< u 0 (/) .:; w ~ 0 I "' 0 ! () u Q'. 0 (/) 0 " Q'. ~' <( -' ~' 0 ~' z " e-i u w w (/) e-0 ~ "' 0 ~ "' ii ,: "' 0 > w ~ " i .c:: ~ij a ~ Q ~ 8 " 0 lo, i ~ ~ g g i ' SHEET 1 OF I (/) _J " " ~ =: " 0 LU z w 0 "' 0 5' ! u w ~ I (") 0 0 u u o:'. (/) Q'. ~ 0 ai ~ " 0 e-'!2 u w w ~ ~ 1 ~ £ , 8 2 " ~ I '" ~ 5 ~ 0 ~ i-.-~.c.-=,.c._;=.., i ~ c ' i ~ a ~ u e i "' I u ~ -+--,--+-+---1 ! ~ '-l---l--C-1 S ~ J=-H-1--t--t---H I 0 > w ~ " 0 " 1-~~-t-~-1 u ~ l: ~~ ~ I,,. ~ I i , I ~ u s u 0 5 i ~ I ~ ~ 1---,,.,,--,,---1 I ~~ ~o a, M i;i:: w~~ C, 0 M ~~~ ~:Jo ::!~ vI- 1 SHEET OF 1 ~ " s ' , 0 I I " u ilJ PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. 6" BY 12" OUTLET TO INLET MANIFOLD 48" DIA. TYPE 2 CATCH BASIN ___ y---- -~----l----------i --.. ! .{j '"':z,..,.._,, ,---------1--------------------;'.J__ -....,~ INICT-\---/-_ f', -------1- 1,'1 I i' -----, ____ / I \ I , I ' \ \ I \ 4 WEIR WALL SEE CAST IN PLACE WEIR WALL \\ ~-..... -. ___ _ -..... ,............... -- ------~-- DIVERSION STRUCTURE #1 4 <] TOP <I <I /--- ri \L 6" INLET, INV=449.88 4 (DIVERSION STRUCTURE #1 ONLY) <l ,j <] " <J <I <L__ STORMTECH OF <l <I 48" DIA. TYPE CATCH 2 BASIN \\-----\---~ \ \ --0 I I \ Lf-----<' 12" OUTLET TO ~---1 ISOLATOR ROW J ------------ " k:l________<,~--~----, ~---."' WEIR 450.88 / " " \ <] ( I <I I d :~ J <] " " 4~-:-' <] tl <I " <J <l 2.0' <l <! <l MIN. <J LI <I :1 " " /] L, <] " <I 4" CAST IN PLACE WEIR WALL WEIR WALL SEE NOTES _l <l DIVERSION STRUCTURE #2. NOTES <! <! 1. PROVIDE REINFORCING, #4 REBAR @ 12" O.C. IN WEIR. 2. GROUT WEIR WALL TO INSIDE OF CATCHBASl~I. ----- 0 ~-_j ~-12" OUTLET TO ISOLATOR ROW INV=449.88 <I RECOMMENDED FOR APPROVAL BY: ___________ _ DATE: _____ _ DIVERSION STR lJ CTlJ RES BY: ___________ _ DATE: ____ _ SCALE: N.T.S. BY: ___________ _ DATE; ____ _ CALL 811 BEFORE YOU DIG BY: ____ _ DATE:------ SURVEYED: HANSEN SURVEYING DESIGNED: R. KEHRLI, P.E. DRAWN: R. KEHRLI, P.E. CHSCKED: C. WILLIAMS, P.E. DATE APPR APPROVED: SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. DRAIN LLC WATER MAIN EXTENSIOl'I & STORM TUSCANY CONSTRUCTION, STORMTECH DETAILS 3956 NE 24TH STREET 8/10/2016 FlEl.DBOOK: PAGE: DRAWING NO: SHEET: STORM .. .. .. " " CITY OF RENTON LOT LINE ADJUSTMENT FILE NO. LUA-16-000025 LAND RECORD NO. LND-30-0392 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. TUSCANY CONSTRUCTION, LLC ROBERT P. WENZL, MANAGING MEMBER BRAD BURNHAM ANITA BURNHAM I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged tt to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be {his/her) free and voluntary act for the uses and purposes mentioned in the instrument. APPROVALS Signature of Notary Public Dated My appointment expires State of Washington County of CITY OF RENTON CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT APPROVED THIS __ _ DAY OF --------• 20_ ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF _____ , 20_ KING COUNlY ASSESSOR DEPUlY KING COUNlY ASSESSOR RECORDER'S CERTIFICATE PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE COUNTY OF KING, STATE OF WASHINGTON EXISTING LEG AL DESCRIPTIONS -----------, EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016. PARCEL A: LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTOf\l. PARCEL B: BEGINNING 1020 FEEf NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/.'.4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THENCE NORTH 88'19 21 • WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 305 FEEf TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88"19'21• WEST, 95 FEET; THENCE NORTH 01•55•19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 196 FEEf, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE SOUTH 88°19 1 21" EAST 95 FEET; THENCE SOUTH 01°56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; PARCEL 81: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS: BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTlml 4; THENCE NORTH 88"19'21 • WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 30 FEEf TO THE WEST MARGIN OF 132ND AVENUE SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88"19'21• WEST 275 FEET; THENCE NORTH 01"56 1 19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 30 FEET; THENCE SOUTH 88°19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE SOUTHEAST; THENCE SOUTH 01°56'19" WEST, ALONG SAID WEST MARGIN, 30 FEEf TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EASEMENT TABLE EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016. ITEM NO; RECORDING NO.- 7 2515267 8 8612031455 9412020474 9 7907090780 10 7907090782 11 19991209001432 12 9711120787 13 20031114000579 14 20080410000610 15 20090512000803 16 VOLUME 261 OF PLATS PAGES 32-35 17 20121213001475 20130227002498 19 19990907000075 20 20010726001662 ------------ PUGET SOUND POWER & LIGHT COMPANY EASEMENT (NOT LOCATABLE) TERMS AND PROVISIONS IN DOCUMENT (NOT LOCATABLE) SEWER EASEMENT {NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) SEWER EASEMENT (SHOWN HEREON) UTILITIES EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) DECLARATION OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT {NOT SHOWN) RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS (NOT LOCATABLE) QWEST EASEMENT (SHOWN HEREON) PUGET SOUND ENERGY EASEMENT {NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS (SHOWN HEREON) COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS MODIFICATION AND/OH AMENDMENT (SHOWN HEREON) SEVIER LINE EASEMENT {SHOWN HEREON) TERMS AND PROVISIONS IN DOCUMENT (SHOWN HEREON) LAND SURVEYOR'S CERTIFICATE PREPARED BY: DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN REfURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS LOT LINE ADJUSTMENT. THE OWNERS OF LOTS 1 AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENACE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEEf. w z w LOT ADDRESSES LOT 1 3956 NE 24TH CT LOT 2 3950 NE 24TH CT VICINITY MAP NOT TO SCALE SITE SE 101ST ST w z w ~ z 0 z ::> ~------'--------+-----z w w ::::> a PORTION OF: NE 22ND PL RECORDING NO. SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. Filed for record this __ day of -------• 20__ This LOT LINE ADJUSTMENT correctly represents a survey at M in book __ _ of ___ _ at page(s) made by me or under my direction in conformance with at the request of Rodney G. Hc1nsen. Manaqer Supt. of Records state and county statutes in October, 2015. Rodney G. Hansen Certificate No. 21464 HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 8/18/16 17701 108TH AVE SE, PMB 208, RENTON, WA., 98055 LATEST REVISION: 8/18/16 TEL: 425-235-8440 FAX: 425-235-0266 CITY OF RENTON UNION AVENUE LOT LINE ADJUSTMENT FILE NO. LUA-16-000025-LLA LND-30-0392 DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515 CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2 \. .... CITY OF RENTON Lorr LINE ADJUSTMENT F'JLE NO. TJJA_--XX-XXX~[.J...,J\ LAND RECORD NO. LND-XX-XXXX DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. Name Name Name Name I certify that l know or have satisfactory evidence that signed this Instrument and acknowledged It to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Doted My appointment expires State of Washington County of I certlfy ~hat L know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. APPROVALS Signature of Notary Public Doted My appointment expires State of Washington County of CITY OF RENTON ------------------------------------DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS APPROVED THIS __ _ DAY OF-------• 20_ ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF -----• 20_. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECORDING NO. RECORDER'S CERTIFICATE Filed for record this __ day of _______ , 20 __ at __ M in book ____ of ___ _ at page(s) __ _ at the request of Rodney G. Hansen. Manager Supt. of Records PORTION OF SE 1/ 4, NE 1/ 4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE COUNTY OF' KING, STATE OF WASHINGTON EXISTING LEGAL DESCRIPTIONS TAX PARCEL 344890-D440-03 LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTON. ADDRESS: 24XX UNION AVE NE. RENTON. WA 98059 TAX PARCEL D42305-9325-03 PARCEL A: BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER DF THE SOUTHEAST 1 / 4 OF THE NORHEAST 1/4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THENCE NORTH 88"19'21• WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8!f19'21" WEST, 95 FEET; THENCE NORTH D1'56"19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 196 FEET. MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST 1 / 4; THENCE SOUTH 88°19'21• EAST 95 FEET; THENCE SOUTH 01"56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED />S FOLLOWS: BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4; THENCE NORTH 88•19'21· WEST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88·19'21 • WEST 275 FEET; THENCE NORTH 01'56'19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 30 FEET; THENCE SOUTH 88"19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE SOUTHEAST; THENCE SOUTH 01"56'19• WEST, ALONG SAID WEST MARGIN, 30 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, SATE OF WASHINGTON. ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059 EASEMENT TABLE A (TAX PARCEL 344890-0440-03) EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT COMMINTMENT NO. 4243-2423883 DATED APRIL 1, 2015. ITEM NO. RECORDING NO. NOTE 7 2515267 PUGET SOUND POWER & LIGHT COMPANY EASEMENT (NOT LOCATABLE) 8 7907090780 SEWER EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) 9 7907090782 SEWER EASEMENT (SHOWN HEREON) 1D 8612031455 TERMS AND PROVISIONS IN DOCUMENT (NOT LOCATABLE) 11 9412020474 TERMS AND PROVISIONS IN DOCUMENT (NOT LOCATABLE) 12 9711120787 DECLARATION DF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT (NOT SHOWN) 13 19991209001432 UTILITIES EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) 14 20031114000579 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS (NOT LOCATABLE) 15 20050627000165 TERMS AND PROVISIONS IN DOCUMENT (NOT LOCATABLE) 16 20080410000610 QWEST EASEMENT (SHOWN HEREON) 17 20090512000803 PUGEST SOUND ENERGY EASEMENT (NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY) COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS 18 VOLUME 261 OF PLATS PAGES 32-35 (SHOWN HEREON) 19 20121213D01475 COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS 20130227002498 MODIFICATION AND/OR AMENDMENT (SHOWN HEREON) LAND SURVEYOR'S CERTIF'ICATE This LOT LINE ADJUSTMENT correctly represents a survey made by me or under my direction in conformance with state and county statutes in October, 2015. Rodney G. Hansen Certificate No. 21464 10/23/15 LA TEST REVISION: 10/23/15 PREPARED BY: 7· EASEMENT TABLE B (TAX PARCEL 042305-9325-03) EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT COMMINTMENT NO. 4243-2345572 DATED NOVEMBER 5, 2014. ITEM NO. RECORDING NO. NOTE 10 11 19990907000075 20010726001662 w z w ~ z w w :, 0 PORTION OF: SEWER LINE EASEMENT (SHOWN HEREON) TERMS AND PROVISIONS IN DOCUMENT (SHOWN HEREON) VICINITY MAP NOT TO SCALE w z w ~ z Q z :, ns!TE SE 101ST ST NE 22ND PL l I SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON HANSEN SURVEYING UNION A VENUE LOT LINE ADJUSTMENT t'ILE NO. LUA-XX-XXX-LLA LAND HECORD NO. LND-XX-XXXX LAND SURVEYORS & CONSULTANTS DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515 17701 108TH AVE SE. PIIB 208, REN'!ON, WA., 980551--------+--------lt-----------l TEL: 425-235-8440 FAX: 425-235-0286 CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2 -------------------- I I r1i I I I I CITY OF RENTON LOT LINE ADJUSrfMENT FILB: NO. LUA-XX-XXX-l,LA LAND RECORD NO. LND-XX-XXXX 16 FENCE O. 1' E I I I FENCE 0. 1' N S 88"19'10" E 95.00' PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. FENCE 0.1' N 8 COUNTY OF KING, STATE OF WASHINGTON NE COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) 30' 30' VOL./PAGE ~ -S- I l I , 1 I I --- 15' SEWER EASEMENT (ITEM #1 OB) 8 1" 40' 40' 80' '"' "' o· c,; ------~~---0 NE 24TH CT LOT 1 ,., N BASIS OF BEARINGS IS Cl1Y OF RENTON NAO 83/91 CITY #1838 TO CrTY #716 = S 01'33'53" W 11 12 14 ,~ I ~'- 1 w /~ ~-------18 13 1 O' SEWER EASEMENT (ITEM #9A) ;._ io 0 ~ zo 0 NEW LOT LINE S B8"19'10" E 95.00' PARCF:L A 6' WOOD FENCE PROPOSED ACCESS & UTILITY EASEMENT -. 8 8 FOUND MON. IN CASE CITY OF RENTON #1838 N: 190,002.382 FEET E: 1,311,439.113 FEET 0.08' EAST IF SEC, LINE ~ z I 3: t; • "' ,l'l <r: Ill !" ~ 0 z en 0 ,-...., z ~ FENCE L T 2 0.4' E 0 I -(S 88'04'22" E 0.08' ~ SEC. LINE TO #1838) NE 24 TH ST LOT LINE TO BE REMOVED N 88'19'45" W fl "'0-/1 --'r; , , INGRESS/EGRESS, ROAD AGREEMENT 0 "' 0 "' LEGEND + = SECTION CORNER I = QUARTER CORNER 0 = FOUND MON. IN CASE 0 = FOUND PROP. COR. AS NOTED • = SET 1/2" I.R. W/CAP #21464 = EXISTING LOT LINE TO REMAIN = LOT LINE TO BE REMOVED = NEW LOT LINE EQUIPMENT USED: SURVEY METHOD: 1" TOTAL STATION FJELD TRAVERSE SURVEY ACCURACY MEETS OR EXCEEDS WAC 332-130-090. ALL CONTROL MONUMENTS FIELD LOCATED APRIL AND JULY, 2015. I 8128 R NE 24 TH CT PARCEL B -NON-EXCLUSIVE ESM'T FOR ~ \"oo' -. \ o; (PRIVATE) _"···-·N aa·1~9:;;'4;:".5;:• ·-~W;:-'2:~~5E":~0'.:'#'.:"1'.:'1~s)-----~-___:::._gJ_ __ _;-;;;·~~w-•o.oo' __ _ _ __j ~-,.---,-----------=-----___ N 88'19'45" W 249.89' " _ __ _ _ g-"' ~~ ~ -_-~-_LOT X. HONEY CREEK EAST -----I •00 Fl /J --~~=~==~7r--1L-=~:~~~~s~1r-~~~~-k=FE~N~C~E~1:.3~'~N1~~F~E;N~CE~0;1~·;s~;~~~=~:i~i~;~~--~~N[~~j~-----f--o~ 329.75' N I"> ;._ 0 5' COMMUNICATION FENCE N 8B"l9'45" "w 370.00' ------._.,±..,.•z EASEMENT 01.-37'. ES FENCE 6'C/L FENCE REC. #7901180977 15' SANITARY SEWER FENCE 1.1' N EASEMENT FENCE 0.9' S REC. # -----,--2.4' S 3 1 O' PUBLIC UTILITY ESM'T. (ITEM #19A) 12' QWEST ESM'T. LINE TABLE L1 S 01'55'38" W 74.09' L2 N 88'50'29" W 5.00' L3 S 01'40'15" W 10.00' L4 N 88"19'45" W 10.00' L5 S 01·40'15• W 21.00' CURVE TABLE 2 1 O' STORM DRAIN EASEMENT I I I I (ITEM #16A) FENCE 0.8' S 0.4' W CURVE t-Cl RADIUS 25.00' DELTA ANGLE 90'15'23" ARC LENGTH 39.38' REC. # ------5 NE 23RD PL ·- 0 "' (N88"20'57" w 619.97' -MON TOMO-N:--) --- (N 88'19'25" W 620.00'-P) FOUND PLAT MON. IN CASE 0.08' SOUTH OF CALC. LINE (VISITED JULY, 2015) (N 88'19'45" W -CALC) EXISTING LOT AREAS TAX PARCEL 344890-0440-03 TAX PARCEL 042305-9325-03 TOTAL 11,100 S.F. OR 0.25 ACRES +/- 18,538 S.F. OR 0.43 ACRES + /- 29,638 S.F. OR 0.68 ACRES +/- NEW LOT AREAS LOT 1 LOT 2 TOTAL 9,025 S.F. OR 0.21 ACRES +/- 20,613 S.F. OR 0.47 ACRES +/- 29,638 S.F. OR 0.68 ACRES +/- 6 -'r"-'t-- C2 25.00 90'00'00" 7 0 0:, 30' 30' FOUND PLAT MON. IN CASE 0. 14' NORTH 0.07' EAST -----::,a') OF CALC. LOCATION I E 1/4 COR SEC 4-23-5 FOUND MON. IN CASE (VISITED APRIL, 2015) S 88'19'45" E --,S,,-,-,LI""NE"'· ..,:NE 1/4 SEC 4-23-5 FOUND MON. IN CASE ---,.4-:t'3 CITY OR RENTON #716 / N: 188,279.243 FEET PREP .AHED BY: N 00'58'30" E__...- 661.23' E: 1,311,392.046 FEET I (VISITED APRIL, 2015) PORTION OF: SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M. HANSEN SURVEYING CITY OF RENTON UNION AVENUE LOT LINE ADJUSTMENT }'ILE NO. LUA-XX-XXX-LLA LAKD RECORD NO. LKD-XX-XXXX L.4ND SURVEYORS & CONSULT.ANTS DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515 17701 108TH AVE SE, PMB 208, RENTON, 1!'11., 98055 t--------1--------1-----------1 LATEST RE\llSION:10/23/15 TEL: 426-235-8440 F.AX: 425-235-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 2 OF 2 39.27 Ill i ,,, ,t.~ C ----------------- NE 24TH CT --t---------1 ---- \ I I \ \ \ \ ' I I ..... ..... ..... ..._ ............ -. PORTION OF THE SE 1/4 ' NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., WM CITY OF RENTON, KING COUNTY, WASHINGTON NE COR SEC 4-23-5 ~ FND MON IN CASE ' I I I 1i I , 17 I I I I ~! ~! ~1 16 HENLEY USA LLC I I I I • RENOTN SCHOOL DISTRICT z I i j FACILITIES AND OPERATIONS CTR ~ I I ~ I Ii / 6'C/L FENCE 0.1'N •• --454 ................ ...-30 , ~ ______ ----1-1-1r:·~~i1S~88"~19~·~10~-~E~i9~5.;0:;!.·_--_-~-;~-~f--------------------T------------------------__jl 1 1 ITEM, 10 -15'WIOE SEWER i"SMT • \\ FENCE o.1'E ;I .1 1 , 02 s·F1R _R~~99090100001s,;(~---~2 FIR \ ----- 1 1 \ II 12"FIR / •"" \ 1 5 ! I 1· \ \ ,/ PIANTER //_,.c:::···· II I BENJAMIN, KAMARA & EDITH ,<: // I \ 0 / AREA ~\, i 20"MAP O ' \ : ~~ /: 1 . \ 12"FIR \ '--._ r II ~ ~4;. ! I ~20"MAP NEW. LOT 1 \ BURNHAM BRAD l;J I .a.°% :-;.:i,-----:1-,' ++-I \ \ \\··, . oor llUlO 1': / :'-\, (; :: \~'V § / _..,.-1( s'Wooo FENCE ":zo"POP~R : / ~~ · 0w ri; / I "~ ~ ,././ .. ., \ ... ________ 456 , • / ~v ~ I • .., ,.... /::"'"' a : 1 ~ ~ I ,~~ iri I "'~' 1 ,' I a,-. , ~ ~• 4 ,' I rw l 9 /zo;'POPLAR .. 10 ,' I t ·.,.,•',.i---7 .. .._ __________ -f 3: •. •• I rn , .. / FND MON IN CASE LIS, KRZYSZTOP & JOANNA A/ I • , , .. / _'.,oo CITY OF RENTON #1838 , •:lJ / 0.08' EASr OF SEC LINE ! I 1; i . PARCEL A :8 ,,, s 68'04'?2" E r ~ I z , \ ~~-··/ EXIT Bl.DO 0.08.,. \ I •/ \ TAX # 0423059325 u, (SEC LINE TO #1838) r g! 30' f· 'i- i •u z 8 ,. ./ 1" o' 30' 30' ----~..:...-' ¥ 60' BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91 CITY #1838 TO CITY 716 = S 01"33'53"W ss SD G w © ® 181 'd ~ 0 -0- -¢- 0 9F III III @ ... I "' 0 .. , 50.00 LEGEND = SANITARY SEWER = STORM SEWER = GAS LINE = WATER LINE = GAS VALVE = WATER VALVE = WATER METER FIRE HYDRANT = CATCH BASIN = MANHOLE UTILITY POLE = LIGHT POST = GUY ANCHOR = SIGN = POWER VAULT/TRANSFORMER = TELE/TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOTED = SET 1/2" I.R. W/CAP #21464 = SPOT ELEVATION BENCH MARK VERTICAL DATUM: CITY OF RENTON NAVO 88 CITY OF RENTON CONTROL PT #1838 CONC. MON IN CASE AT INTERSECTION NE 24TH Sf AND UNION AVE NE ELEVATION = 456.63 FT I I ITEM fr 17 & 18 / 10 PSE ESMT REC# 20090512000803 : ._ 18,538 SQ. Ff. \ LUEDTKE, CATHERINE r ' ::, 1· \ ;~ o"-:~= '" "'"' ',," ' J i_ i ,/· /: '/, /" '. ·o \ I •\ o20"POPLA~\ f LARGE H2.~~: ;· ;-.. -....... y 3 5'W00D FENCE\ EXIT BlOO \ / i CONC WALK''. . i , . ' ·. ' \ I l ._ ENCE 0.4'J 156 .... _ ... ./ GRAVE\,I . 00 _/ UP W/ 'LUMINARY , LARGE LAUREL \ , 4-..,u ~ :ti -<:::;>··.. /.NEw Lor 2 / ..... , \/ ' c.:_.,,_ =, 'AA"' ,,~, -; • . ~ , H ·1t> U/G POWER/TEL O - RE1CO#' S7E9WD1~7~0M9EOS7#M8T29 \//// Ii _·1. -~', ~ ~s~R:R:~~:~"· .. ::~-~905P.0~0;54 --._-..... _ .. : .L .. lo.,20"MAP g NE 24 T~ c~ '" rrARCE~ 18 -Ro~iN,~g~~f~~~i ~g#MT2. OF001R0712N6G0ROE1S6S6/2EGRESS' .,/ ::~VE_L..... g <f~l ~i . • , O') RAHEJA, VIKRAM 13 ;;r~=-..i.;.;:~~=T~~=~~~~~~;J~~:-=~~~~=~~~~~-~~j~¥~~;~~~1:;;;;~~=~~~==~.,,~~~-~;-~~~Lb\r:: IT T <;. ··,·coNc WALK·\ .. ~-~ -~.<f_·,·~::"i \\\ JI ij·!"_~~ ·-',,,, ·-..... ··,. (PRIVATE) \ 25"FIR 305.00' I ,. "-·;:·""" "•,,. a 8'. ORM • • ., ·, 11100·cn FT ', N 88'19'45·, W 370.00' 0 '- ,··' ------o --,, ' '-'"'..... ·,. I 5D"FIR \2D"MAPo 036"FIR 3D"FIR 4b"FIR o25"FIR 25"FIR ---------------J' ~-------------....,J!:ZSACRES'i -LO'f''\¥, HONEY CREEI()EAST t)\ o 28"FIR • (fl TYPE 1 CB I I ------=.:::-_-_-; --7' --.---;; ---;--_. --------------'I--: g---::;-6,c/L FENCE-s:::;P~ilPosEo --;,,....?+, _ _ ··.,,... \-, TAX /I 344891l'D44B-..... JO"MAP Cz8"FIR II r1 -r~~~-~~~~~...:.....======r=====~====.:.=:::::=:JE::E:::=:::::::::-::::r~~·=====·~~~~==-=-=-=~·~~~J~~~~·1,~~,~~'~£·t~~~SE~W~E;;R:E:S~M:T~~~--~~l~~IT~E!M~#~~~--,~-.;1i,~~~E~~~E~~~~\J~~~'~,~~~~,/~~~~~~;-~·~·-·; .. ~···~·-~-~~~~~~~~~~~:~il~!J ' ·,, , ,~, , J REC,1 20080410000610< · I I '-, T T--.:::----T ¥ --.._, ....._ ' T T T 't' I I I ta t; • i . s 88"1"9•45• E0 \370.00' 'G'.. .;.- 1 I SSMH 48 .. I j UNDERGROUND " \5'c/L FENCE FENCE 2 .4's · FENCE o s's 6 'C/L FENCE ~.. ITEM # 19,.. ·:,., \···/§S I I 1 1 ~Tt~TOtS SEWER ESMT RIM=448.35' 1 1 J POWER & TELE \.,.. . UNDERGROUND 10' PUBLIC UTILITY ESMT ' ~· [ / IE =439.82' 8"W & N (CTR CHANNEL) IN THIS AREA POWER & TELE REC#. 2013022702498 1 , / REC# 7907090780 ~S6' lfl THIS AREA ' • " 1·rn' II II // : . ~;c~:: 2 'J ,8·, i,: i %,_ 1' 1· 3: I RIM=457.25' -I I / MCCLUSKEY. GWENYTH 3: INV=454.35'(8"E) 1.;< ', I I 1 '1x, 0 I • INV=452.45'(18"N) · .• I "' I ~// 2 3 ~ ~ I 4 g -~ , J ~'GUTTER 1 1· : /1 ITEM# 13 ~ ~ : SEIRRA HEIGHTS~! 5 6 7 ·'· / . I 1 I 1 o· RENTON UTILITY ESMT I --REC# 19991209001432 IDYULLIC HOUSEINTERIORS LLC VOL. 54/3 I I --- 1,: I 35"FIR 35"FIR 0 0 • st • ' ' ' ' SHORT, JAN & JOAN 1 I HAAKENSON, LORELLA VAN LAAK, JOSEPH J 1 1--1--PROPOSED 1 O' WIDE ·1· I I STORM DRAIN ESMT. I I ; I I I 88.00' 88.00' 88.00' -----J.... I I j I CONC. CURB 88 ·00 ' 88.00' 30' L _J I 1111 1111 1111 "" "" 1111 00 88.00' I I • •. • 12" ADS 30' ,'; 92.00' ·,. • • • • • • • • ... RIM=456.76' INV=455.21' LEGAL DESCRIPTION PARCEL A: BEGINNING 1020 FEET NORTH OF THE SOUTHEASr CORNER OF THE SOUTHEASr 1 / 4 OF THE NORTHEASr 1/4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EASr, W.M., THENCE N 88'19'21"W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEASr 1/4, A DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 88"19'21"W, 95 FEET; _THENCE N 01'5.6'19."E, PARA.LLEL WITH I.HE EASr LINE OF SAID SOUTHEASr 1/4, A DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHE/\Sf 1 / 4, THENCE S 01"56'19"W 196 FEET, MORE OR LESS, TO THE TRUE PINT OF BEGINNING. PARCEL B" A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS: I I I I I I I I I I I I I I L_.1 ~i .. ~CB TYPE I • g II -----------RIM=451.19 NE 23RD p O ci FNO PLAT ~ON IN CASE CB TYPE I -(N • -;--;;---------I OF CALC LOCATION ---------------------INV=446.61(12"W) I L O'l ;_yg 0.14' N & 0.o7'E BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEASr CORNER OF THE SOUTHEASr 1/4 OF THE NORTHEASr 1 / 4 OF SECTION 4; THENCE N 88'19'21"W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE SOUTHEASr RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING; -, l RIM=446.53 88 2057, W 619.97' -MON TO MON) -----------Q ___ _ INV=442.93(12"E) (N 88"1925" W 620.00-P)' L --------------w , INV=442.83( 12"S) (N 88" 19'45" W-CALC '1x, FND PLAT MON IN CASE D.08' S OF CALC UNE 0 O') "' ~II ~ I I a/ --------~L ------------E 1/4 CORNER SEC 4-23-5 , I --------------------------FNO MON IN CASE'-... I I I ----------.... . ------------S 88"19'45" E '-..._) S LINEN£ 1/4 SECM3=;-----_ l'1 iii I ~ FND MON IN CASE ~~ ! · CITY OF RENTON #716 THENCE CONTINUING N 88'19'21"W 275 FEET; THENCE N 01'56'19"E, PARALLEL WITH THE EASr LINE OF SAID SOUTHEASr 1/4, A DISTANCE OF 30 FEET; THENCE S 88"19'21"E 275 FEET TO SAID WEST MARGIN OF 132ND AVE SOUTHEASr, THENCE S 01"56'19"W, ALONG SAID WEST MARGIN TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL# 0423059325 LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY WASHINGTON. TAX PARCEL #3448900440 PROPERTY ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059 EASEMENTS SHOWN HEREON PER TITLE REPORT PROVIDED BY CLIENT. NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS-BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILl1Y LOCATORS. "' "' w $ ~ !;,' 0 <:'.. <:'.. .... "' ..J 5 a. 0 ~ "' "' "" z "' z w 5 z ~ rn ~ C z ~ 0 "' sl vi z ~ ~ l(l !l'. :,: cl "' () ~ 5 ~ "' 0 cl w 0 C 5! " ci -"' z "' 5 % s::'.. " CJ "' a:, "' Cl! z It) 0 0 -~ ~ J, >-. ~~ µ.l ... It) s . "' > "' z .;-8~~ ~ u "" "" ~ ./<I ~ SJ ~ 0 if). ~ .;- z ~ ~ ;1; g:; < J, µ.l "' ~ gj ~ a, I if). ... It) ... Cl! z 0 .;- "' ~ .;- ~ "' ,.; ~ ~ E-i z j:':.c:l ~ u E-i ,-.:i ~ '(/). ,-.:i ~ ~ ......., -Q z ~ <r: 0 ~ 1--1 z '(/). j:'£1 E-i 0 u I'--z ~ C!J ,-.:i 1--1 z ,-.:i ~ ...... <r: t:c: u r:... µ:: E-i ~ 1--1 0 E-< 0 '(/). ~ 0 "" z z ~ ,-.:i 0 0 <r: u I'-- ~ j:'£1 z ~ 0 ~ ~ µ:: 0 z :z; ~ ~ <r: 0 u E-i <r: '(/). z ~ E-i 0 1--1 z ~ JA'1, "' 0 N :r: :r: ....__ (!) (!) "' °" °" ~ ....__ "' ~ ~ z 0 w ! w ~ y I 0 () SHEET OF 1 JOB NUMBER 21515 1 l ' Lf) Lf) I"---- N 0 0 Lf) ,- m I--w w 0--:: I-- (J) I I-- ,J- N w z CD Lf) 0) . n ------------· -~---.~ '---~-··--------~-----·--· . -------------------------------------------------[ _____ -----------------------. ·--1 PORTION OF THE SE 14 NE 1/4 SE:.CTION 4, TWP. 23 N, RGE. 5 E., W.M. 3956 NE 24TH STREET TABLE OF CONTENTS WATER MAIN EXTENSION & STORM DRAIN RENTON, WASHINGTON SHEET NUMBER 1 2 3 4 5 6 7 ---;'----.-... .. -=-------- . /. .' TITLE COVER SHEET EROSION CONTROL & TREE RETENTION PLAN WATER MAIN PLAN & PROFILE WATER DETAILS / NOTES STORM DRAIN PLAN FLOW CONTROL & WATER QUALITY DETAILS STORMTECH DETAILS NE CORNER SEC 4-23-5 ~ FOUND MON IN CASE__/ I I I I I I I I ~I LO ~i I _~I FOUND MON~MENT IN CASE CITY OF.RENTON #1838 0.08' EAST OF SEC LINE ' S 88'04'22" E 0,08' (SEC LINE TO #1838) :1 . ~i ....__....:NE 24TH STREET --------- I µ;_:j z /~ I~ 1~ ,z I~ • I~ ii _, :_··-----~------_-----__ ------~----------NE 23RD PLACE I ------------------~, ------ ------~1 in :') I ------------ E 1/4 CORNER SEC 4-23-5 FOUND MONUMENT IN CASE ----------- N 00'58' 30" E 661.23' TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HAl'ISEN SURVEYING; GREEN LAKE ENGINEERING, LLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering.com Contact: Bob Kehrli, PE -0 (/) FOUND MONUMENT IN CASE CITY OF RENTON #716 BUILDlr\JG PERMIT# B15002755 VICINITY MAP BENCfI MARK VERTICAL DATUM: CITY OF RENTON NAVO 88 CITY OF RENTON CONTROL PT #1838 CONC. MON IN CASE AT INTERSECTION NE 24TH ST AND UNION AVE NE ELEVATION = 456.63 FT BASIS OF BEARING BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91 CITY #1838 TO CITY 716 = S 01'33'53"W SUR'iEYED: SCALE: HANSEN SURVEYING SCALE PARCEL A: CONTACT lf\JFORMATION DEVELOPER: TUSCANY CONSTRUCTION, LLC P.O. BOX 6127 ENGINEER: SURVEYOR: BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206-714-6707 GREEN LAKE ENGINEERING, LLC ATTN: ROBERT KEHRLI, PE 6045 4 TH AVENUE NE, SEATTLE, WASHINGTON 98115 CELL NUMBER: 206-898-4269 OFFICE NUMBER: 206-525-5332 BOB.KEHRLl@GREENLAKEENGINEERING.COM HANSEN SURVEYING ATTN: RODNEY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE NUMBER: 425-235-8440 HANSENSURVEY@COf~CAST.NET LEGAL DESCRIPTION BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THENCE N 88' 19'21 "W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 88'19'21 "W, 95 FEET; THENCE N O 1 '56' 19"E, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1 / 4, A DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST 1 / 4, THENCE S 01'56'19"W 196 FEET, MORE OR LESS, TO THE TRUE PINT OF BEGINNING. LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY WASHINGTON. TAX PARCEL #3448900440 PROPERTY ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059 EASEMENTS SHOWN HEREON PER TITLE REPORT PROVIDED BY CLIENT. ~----------------------- 1 RECOMMENDED FOR APPROVAL BY:----------DATE: ___ _ BY: __________ DATE: ___ _ BY: __________ DATE: __ _ CALL 811 BEFORE ·yo1J DIG BY: __________ _ DATE: ___ _ VERTJCAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. WATER MAIN EXTENSIOf\l & STORM DRAIN TUSCANY CONSTRUCTION, LLC COVER SHEET 3956 NE 24TH STREET 9/23/2015 FIELDBOOK: PAGE: DRAWING NO: SHEET: 1 Of: 7 COVER ,, ----------------------------------------------------~-----------_-_· --------~~===--~---=-·_-______ ·:"I""-_---_. ___ ........, __ , __ I --~----··---_-_--_--__ -··_--_-_"'""'II _____________ I LJ) LJ) l"- N 0 0 LJ) OJ 1--w w Cl" 1-- (/) ::r:: 1-- s;j- N w z CD LJ) CT) n D C LOT 1 \ . · .. \, , .. ,,.._ ___ _ PROPOSED HOUSES ''1T;4+42.0 1" WA Tt:R !SERVICE TO PROPOSED LQT 12 PER CITY OF RENTON STD. 'PLAN .320.1 -I L,6() 4-55 PORTION OF THE SE 14, NE 1/4 SE:CTION 4, TWP. 23 N, RGE. 5 E., W.M. I \ •\ '·· .... \ --,--i''------t-----tl .. i I . STA 4+39.0 STA 2+84.5, 12.5' RT FIRE HYDRANT ASSEMBLY PER THE CITY OF RENTON STD. PLAN 310.1 W/ 1 o''x6'' TEE (MJxFL) AND 6" GAT[VALVE (FLxlvtJ) ----- 15.0' WIDE UTILITY EASEMENT TO BE DEDICATED TO THE CITY OF RENTON FOR NEW WATERMAIN. -- 1" WATER SERVICE TO LOT 1 PER CITY OF RENTON STD. PLAN 320.1 STA 2+80.0 1" WATER SERVICE STUB FOR FUTURE USE OF EXISTING LOT STA 4+42.0 1" WATER SERVICE TO LOT 2 STA 4+39.0 l" WATER SERVICE 1 O" GA TE VALVE (MJxMJ) 10" GATE VALVE STA 2+34.0, 12.5' RT FIRE HYDRANT ASSEMBLY PER THE CITY OF RENTON STD. PLAN 310.1 W/ 1 O"x6" TEE (MJxFL) AND 6" GATE VALVE (FLxMJ) 0 (i) + ~w z ~ §3 z g;: <C'. z 0 0 ~ co . (J) L[) l+OO ---- Nf~ 24TH STREET ~--~~CONTRACTOR TO POTHOLE & VEr<!FY DEPTH OF EXISTING UTILITIES IN UNION AVE. NE. 12",< 10" TAPING TEE (MJxFL) W/ 10" TAPPING GATE VALVE (FLxMJ) & THRUST BLOCK PER CITY OF RENTON STD. PLAN 300.1 MINIMUM 6.5' WIDE ASPHALT TRENCH RESTORATION PER RENTON STANDARD PLAN H032A CROSSING WITH EXISTING 36" CITY OF SEATTLE WATER MAIN (SEE NOTE 1) 0 (i) + ~w z ___J OI -u ~ I- SHALLOW CROSSING z z ___J OI -u I-1- I-<( . _L· . EX. CL GRADE . . . . -. . . . .. (/) 2 .L .. OT _2 . _ ROW . ------------T------ ' -M. l~o_0Eo~----__ ~r ___ _ '-PR. CL GRADE l __ (SEE NOTE 1) -------·r GREATER ····. . THAN 4.8' ,// ... • . 460 455 ;:r: <( (/) 2 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITr TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 NOTES 1. IF THE EXISTING CITY OF SEATTLE WATER MAIN HAS MORE THAN 4-FEET OF COVER THEN THE PROPOSED WATER MAIN MAY CROSS OVER THE EXISTING 36" MAIN. IF THE EXISTING SEATTLE MAIN HAS LESS THAN 4-FEET OF COVER THEN PROPOSED MAIN SHALL CROSS UNDER THE EXISTING MAIN. 20 0 20 40 horizontal scale DEEP CROSSING (SEE NOTE 1) feet 460 455 1 o" X 1 o" POLY ----"'---------t---t--------=---------- PIG STATION --- 50 _5 LF 1 o" DIP WATER· 152 LF 1 o" DIP WATER STA 2+34.0 ~-..,,--,~CONNECT TO \ ,; • EXISTING .1.r MAIN ,,---,v1--r~ CONNECT TO A'C"""----'-'I~' • EXISTING 12" MAIN 450 445 STA 4+46.5 1-10" CAP (MJ) WITH CONCRETE BLOCKING I 4+50 ---F 10 ,, DIP WATER • 162 L . . d) I • 4+00 Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 ••• I 3+50 email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE I 3+00 STA 2+84.5 FIRE HYDRANT ASSEMBLY I 2+50 WATER MAIN PROFILE SCALE: 1 "=20' HOR. 1 "=5' VERT. FIRE HYDRANT ASSEMBLY I • 2+00 '/; 1.0' MIN SEPERATION / / .,_ .. .// . .\ '.:.P \/ ·\ VERTICAL THRUST 1 •• BLOCK PER STD .. 1+50 PLAN 330.3 I 1+00 I ' , / 1 O" .GATE viL;E VERTICAL THRUST 450 BLOCK PER STD. ~45 PLAN 330.2 Of50 CALL 811 BEFORE '._[_.'-L\F\j\/ SCALE: SCALE , ~'?, ~ M,_ If(:~ suevrnco, , o'<( 0~1 ~ASji1$1 HANSEN SURVEYING r-Q: ,.___v :,;i ·,yci1..--) f"1 0 /~~ 1 \'~ J-----+-----------------f---+-----+----1 DESIGNED: ( :;,' 1,{Z,;,-~\ 5 l----1-----------------1---+------l------/-;;=R_. _i<_EH_R_Ll,_P_.E_._-t-------j d §» ~~ -(f~\. s..]!i~·,;,Y 11.,_,-: µ R. KEHRLI, P.E. (\ 0-,'_)v?c 4-8089 \.<:) *'-./ ) CHECKED; ~}:_~--£1_sri:.\\\{>·( •---+-----------------1----+-----+----I C. WILLIAMS, P.E. ~ICNA\... r_ ,f .11.Nv\J NO. REVISION BY DATE APPR APPRCJVrn. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL! No!.VD 1988 HORIZONTAL: HAD 198:5/1991 CITY OF RENTON Planning/Building/Public Works Dept. YOU ·····VERTICAL THRUST BLOCK PER .,.STD. PLAN ,, 330.3 .,; , I 1+50 VERTICAL THRUST. BLOCK PER STD. PLAN 330.2 I . 1+00 ''«:. '-----f-".' / ,. -,-·. , ;' .,- L1 ,-0 c:J 1 O" GATE VALVE VERTICAL THRUST BLOCK PER STD. 445 . . . . . I . . . . PLAN 330.3 0+50 RECOMMENDED FOR APPROVAL BY: ___________ DATE: ____ _ BY: ____________ DATE: ____ _ BY: ____________ DATE: ____ _ DIG BY: __________ DATE: ___ _ '------- WATER MAIN EXTENSION & STORM DRAIN TUSCANY CONSTRUCTION, LLC WATER MAIN PLAN & PROFILE 9/23/2015 FIELOSOOK: PAGE; DRAWING NO; 3956 NE 24TH STREET SHEET: 3 OF: 7 L[) L[) I" N 0 0 L[) [O 1-w w 0:::: 1- (J) I 1- 'Cj- N w z lO LO 0l n 208 LF PARTIAL INFILTRATION TRENCHES (TOTAL) FOR MITIGATION OF 2,770 SF OF IMPERVIOUS AREA ON NORTHERLY LOT PER KCSWDM FIGURE C.2.2.A. CATCH BASIN TYPE 2, 54" DIA W/FLOW CONTROL STRUCTURE RIM=45.3.20 INV=448,50 PER COR STD. TYPt: 1 CB PLAN 200.00 RIM=452.00 INV=450.00 48 LF 6" PVC @ 0.5 48" DIA PERK FILTER-+--' . RIM=452.50 6" INV=446.56 (out) 6" 1NV=448;26(1N.) -----------------·----- PORTION OF THE SE 14, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. ;-;:: -===----~--==----------=--=-==-==== ===---=--1 I I I j LOT 1 i 1L _-rj-=-1. I ---I u 1-----I i------1_L --~ I I --f __,._~CONNECT TO ROOF DRAIN \ 30 LF 59•1 PVC~ SD @\8.3% IIIRll!lllll \ --... TYPE 1 CB PER COR STD. IRD ----...;o9r'-\ RIM=455.00 TY:~-=-2 -C-:=__B -\ ~~ INV=453.00 ~ '1 j ""-FG=455.30 W/ 2' SUMP \_ RIM=454.00 FGr455.20 INV=450.50 1 ,~ =r r i j 'l_L__·=-~_-~r __ ~-----"1· \ f7 l~ ~- I "=i] I PLAN 200.0 I LOT 2 Llr1Lf_J ===Jl1 ii ,1 4" PERF PIPE SUBDRAIN I) rr c. CONNECT TOJ ROOFI rlNV=448.50 Ille~ DRAIN 1-~-i J _ . rF:=:: -----=---=---=---==--=---=---I & 11 r I MINIMUM FINISHED GRADE ELEVATION ABOVE STORMTECH DETENTION STRUCUTURE=452.50 ------------ )J NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON AF!I: APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 NE 24TH STREET 20.0' WIDE 2EMENT CONCRETE DRIVEWAY,ENTRANCE PER CITY OF RENTON STANDARD PLAN 104.1 20 0 horizontal scale 20 40 feet =-r.V---------1/1/ ---WI~ I -----------------:s--i;-_-'20---~-cc_-_'lY.-_-=-c_.=--:_-::-cc=~=--~t---='IL-'oe --=-::-. ,,.,.-00-'N_-==.. ::;, ., ·;-' --------·-· -. •)'V LT O",, ~~w--==--~---~-~-wc~r1, -----'v.V--c---NJ-t[1 ______________ y. --------N ________ "' ____ 1'':2'o ____ ·_· .f.~_i/1--S ___ 1+00 ___ _rcJ & I FG=452.25 · FG=452.90 134 LF 6" PVC @ 0.3% -& i--1 O' STORM I DRAIN EASEMENT I & I ~ I I I TYPE 2 CB DIVERSION. STRUCTURE #1 . RIM=452.60 . INV=448.50 ISOLA TOR ROW -.. --~---+ ---f ' ----~-,----,_ I/,'.• J, > ----..,,_,,. L ... , 51 ·S51 S.,> . . ·0-9 FG=456.25 . i'"G=458.40 NOTES 1 . ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR. 2. ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGROUND. 3. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION BETWEEN UTILITIES IS LESS THAN 1 FOOT. ·------------·-··~--·--· RECOMMENDED FOR APPROVAL BY: __________ _ DATE: ____ _ TYPE 1 CB . .· ..... & PER. COR STD. PLAN 200.0~·.· .. 1 12"NV=446.16 I I 6" INV=446.16 ·-.. .,, ..... -. D Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE NE 23RD STREET SCALE: pJ V _!J-_v? ~~~. _ _/{-?(~/(? SURVEYED: , WA s'" fy1> HANSEN SURVEYING SCALE _s-Q:-.---...'<.-Cl rl~J;/.J_,,,s,(/ _ I ----1-----------------+--t---i----1 DESIGNED: ~ '] ;_, (tJ,f'ij~, -~ 1$ •-R. KEHRLI, P.E. ") I~ \"f7.f(._ 2 I? l---+----------------+--+--+--1i,;,;RAWWl<N,=---:-=~=-=--r------- l /Kfv-,. \ Q-I l R KEHRLI p E Ll 1i~ <.i4~ ,~;Le; l----l-----------------+--1---i-----c1-=::=:'-·..:.=.::.:::;•c___c· :::_· --I ~N 46089 '\'.l *° ) CHECKED: ,1{£1.IB'-;,,G' '.5 1---~-----------------+--f----j-----j C. WILLIAMS, P.E. '-"/;:..1~NA 1._> DATE APPR M'PROVED, Vl,uvD NO. REVISION BY ONE INCH Af FUll SCALE IF NO;" ONE INCH SCALE ACCORDINGLY BY: __________ _ DATE: _____ _ BY: __________ _ DATE: ____ _ BY: ___________ _ DATE: ____ _ CALL 811 BEFORE YOU DIG --~··-------~ VERTICAL: NAVO 19B6 HORIZONTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. WATER MAIN EXTENSIOf\1 & STORM DRAIN TUSCANY CONSTRUCTION, LLC STORM DRAIN PLAN 3956 NE 24TH STREET 9/23/2015 FIE:LDBOOK: PAGE: DRAWING NO: SHEET: 5 OF: 7 STORM JAi~ 1 4 . L() L() l'- N 0 0 L() rn 1--w w et:: 1--- U) I 1-- -tj- N w z lO L() ul n POR-rlON OF THE SE 14, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M. TYPE 2 CB, 54" DIA. FLOW \ [ FRAME AND SOLID COVER MARKED CONTROL STRUCTURE PER "DRAIN" WITH LOCKING BOLTS KCSWDM 5.3.4.A ·u--< ____ -Je:----~-: \I FROM CHAMBER 12" INV=448.50 FROM UNDERDRAIN 4" INV=448.50 Fl OW :fi j ,/ ,,<I 5" MIN.II ff,f ELBOW~~ --, 12" FLOW CONTROL STANDPIPE OVERFLOW EL=450.83 RESTRICTOR ,--+.---<I ---INV=449.83 OFIFICE=0.69" C ~~frr-- 1 , --t, 1 +--1Nv=449.6o ~, OFIFICE=0.75" L:-F 1 .~ __ ~ ~ ~t --~~ !~ TO PERK FILTER INV=448.50 2.0' 2.0' <I SHEAR GATE WITH CONTROL ROD FOR CLEAN OUT /DRAIN (ROD BENT AS l'IEQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE KCRS DWG. 2-026 PIPE SUPPORT (TYP.) RESTRICTOR PLATE W/ 0.63" ORIFICE CONTROL STRUCTURE SCALE: N.T.S. REMOVABLE WATERTIGHT COUPLING OR FLANGE 1- 1 2" ---! --...--...~ IT . I, i . i J--\ I I ~ 6" ~ MAX. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED \ \ I I I MIN. 6" El BOW RESTRICTOR SCALE: N.T.S. MIN. ' ~ 00 ..;- ' I ~ ' LL 0.. TOP SLAB. INLET. INLET/BYPASS MODULE. PERK FILTER ..., --.;;N CARTRIDGE. BASE-- SECTION. BOLTED & GASKETED ACCESS COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. RISER SECTION AS REQUIRED. OUTJLET. Washington GULD* Notes: 1. 2. 3. 4. 5. Precast concrete structure shall be manufactured in accordance with ASTM Designation C478. Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as required. Field poured concrete collar required, by others. Inlet & outlet pipe(s) are to be 018.00" maximum. Inlet pipes must enter the structure in the inlet bay. Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00". O. For depths less than specified minimums contact Oldcastle® Storrnwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Media filtration Perk Filter™ 048.00" Manhole Washington State GULD One to Two Cartridges I Stacks 0 Oldcastle® Stormwater Solutions 7921 Southpark Plc1zcJ, Suite 200 I Littloto11, CO 180120 I Pb: U00.5J9.ll!l19 I okJcaslleslormwaler.com THIS [l(XUMENT IS THE p~QPER.TY OF OLOCASTL E PRECAGT, INC IT IS SUBMITTED FOR REfrnENCE PURPOSES ONLY AND $KALL NOT BE USED IN ANY WAY l~URIOUS TO TliE INTERESTS OF SAID GOVPANY. COPYRIGHT© 2015 OLDCASTLE PRECAST. lNG. ALL RIGHTS RESE'1VEO DRA'MNG NO. REV ECO EC0--0'32 DATE PF-MH-48-WA NR 1s,J ,;77 ;15 s11 1/27/15 sHsci 1 OF 2 SURVEYED: SCALE; HANSEN SURVEYING CALL VERTICAL: NAVO 198B HORIZONTAL: NAD 1983/1991 Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 11-----+---------------------t----!-----t-----i DESIGNED: R. KEHRLI, P.E. SCALE DRAWN; R. KEHRLI. P.E. L ONE INCH Media Filtration 811 -------· -----·-··---- A _t__ Washington GULD* INLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. OUTLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. TOP SLAB & COVER NOT SHOW IN THIS VIEW FOR CLARITY. BOL Trn & GASKETED ACCESS COVER/HATCH, STANDARD. ALTERNATE COVERS & GRATED INLET OPTIONS AVAILABLE. PIPE SIZE INLET, 018.00" MAX. PIPE SIZE. SEE NOTE 3. - DRAIN DOWN TUBE •. ---tc;.;i__ _Lh-;'21=~~ .33' [ 4.00") j 05.00" 08.00" 04.00' [ 48.00"] - SECTION A-A Minimum Depth 010 00" 012 00" UTI.ET, ¢18.00" MAX. PIPE SIZE. SEE NOTE 3. 015.00" MINIMUM DEPTH 018.00" CARTRIDGE M!NJMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RJM DEPTH RIM DEPTH RIM TYPE TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET 12" 3.67' [44.00"] -3.92'{4.µJO"j--4-17'{50,00"J--4 .4 :l'-153-00"]-e-4o+'-~OO"j--4. 91'-[ 59. OO"j- -18"---4.4:!'[53.00")-4"6i". [56,00"] -4"92' [51sOQ") -~~=·J-~~· [65AJG"I--~7'-~1- ·12" + -t2"--~5. 11cµ;200"J--5.42'-l\i5.00"j--5.67'-168.00"1-~92/[71.00"]-6,l7'-fROO"J .flA2'. [eHlO"J- 1~~B"--f4.67'~0''}--~92' fi'+()O''j--4-1 /'-fM.OO"J-~6.4:l'-f/.7-.00"j-~ 6. 61"-!W. OO"j--6. 9:l'-[83 .00'', 048.00" PERK FILTER MANHOLE TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS CARTRIDGE STACK CONFIGUF{ATION CARTRIDGE 12" 18" 12"&12" 12"& 18" STACK TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY (GPM / CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS) 1 6.8 I 0.015 2.47 ·18c21-1J,9.22-f--------3:-G-e---'---1--&&+0:-93---·-"% ·--17-/-rHi/,7 --3,62-- -2---~1-3--.6 / O-.Q-3----2A7 -;c,'Q.4 /-\JcB45 ~3,05----·27-c2-/0.06-----3.4§------34+8c87+-I----4-ce-2-- MAXIMUM HEAD LOSS 1.7 FEET --u.FEE+ 2.9 ,G:EE+ ...."" .-e!E=F - Perk FilterTM 0 Oldcastle® Stormwater Solutions 048.00" Manhole Washington State GULD 7921 Southpark Plaza, Suite 200 I Littleton, CO I 80120 I Ph: 800.579.88191 oldcastlestormwater.com THIS DOCUMENT IS fHE PROPERrYOF OWCASTLE PRECAST, INC. IT IS SUJMITIED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN /\NY WAY INJURIOUS TO THE ·NTERESTSOF SAID COMPANY. COPYRIGHT@ ~15 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. One to Two Cartridges I Stacks DRAWlNG NO. REV ECO EC0-0132 DATE PF-MH-48-WA NR 1s,; 4/27/1o ISM 4/27/15 SIIEET 2 OF 2 BEFORE CITY OF RENTON RECOMMENDED FOR APPROVAL BY: ___________ _ BY: ___________ _ BY: __ _ DATE: _____ _ YOU DIG BY: _____________ _ DATE: _______ ] WA TEf? MAIN EXTENSIOI\I & STORM DRAIN TUSCANY COI\ISTRUCTION, LLC 9/23/2015 Fla.DBOOK: PAGE; DRAWING NO: email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE CHECKED: 1-----t----------------------+---+----t-----l C. WILLIAMS, P.E. I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FLOW CONTROL & WATER QUALITY DETAILS 3956 NE 24TH STREET Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: SHEET: 6 OF: 7 STORM JAh 1 4 Z016 L() L() I" N 0 0 L() [O 1-w w u:: 1- (J) ::r:: 1- -tj- N w z CD L() 0l n ACCEPTABLE FILL MATERIALS: STORMTECH sc.310 CHAMBER SYSTEMS ---------------- MATERIAL LOCATION I FJNAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS I FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM DESCRIPTION ------------- /\NY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. D l'OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED I GKADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LA YER C---i-c--~= --------------~- C INITIAL Fill: FILL MATERIAL FOR LAYER 'C' STAH.TS FROM THE TOP OF THE El,!BEDMENT STONE ('B' LAYER) TO 18" (450 rn1n) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES. <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER P.ASHTO MATERIAL --C-OM-PACTION / DENSITY CLASSIFICATIONS REQUIREMENT --1------=-~~-----I NIA MSHTO M145' A-1,A-2-4.A-3 OR AASHTO M431 3, 357, '1, 467, 5. 56, 57, G, 67, GB. 7. 78, 8, 89, 9, 10 PREPARE PER SITE DESIGN ENGINEER'S PLANS PAVED INSfALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARArlON REQUIREMENTS BEGIN COMPACTIONS AFTER 1:t• (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE ------------'--------- DENSITY FOR PROCEssrn AGGRE:GA rE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN) DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). I-_ ----NO COIV1PACTION REQUIRED B A EMBEDMENT STONE: FILL SUR.ROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' U\YER) TO THE 'C' LAYER. ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. ~--L _______ --- PLEASE NOTE· CLEAN, CRUSHED, ANGULAR. STONE, NOMINAL SIZE DIS TR.IBUTION BETWErn 3/4-2 INCH (20-50 mm) CLEAN. CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBU rlON BETWEEN 314-2 INCH (20-50 rnrn) --------------~--- MSHTO M43' 3,357, 4,467, 5, 5G, 51 ---~ I PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. 2 ' AASHTO M43' 3, 357, 4, 467, 5, 56, 57 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (MSHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS /\RE MET FOR 'A' LOCATION rvtATERIALS WHEN PLACED AND COM PAC fED IN 6" (150 111111) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS. A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOU r COMPACTION EQUll-'MENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON-WOVEN GEO TEXTILE ALL AROU~JD CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN - -, SC-310 END CAP --34" (865 mm) G" (150 mm) MIN 16" (405 mm) :1-.-·L 6"(150mm) l---12" (300 mm) TYP NOTES: SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F21\18 "STANDARD SPECIFICATION FOR POLYPR.OPYLENE (PP) CORRUGATED 'NALL SlOR"..-lWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2 SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". J "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. ,1 THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT 5. rHE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEAR.ING C/\PJ\CITY) OF THE SUBGRADE SOILS AND Tl IE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS C. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS 7 ONCE LAYER 'C' IS PL.ACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAY EK 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION STORMTECH HJGHI_Y RECOMMENDS ~ FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES OPTIONAL INSPECTION PORT r 24" SUMP DEPTH CATCH BASIN OR MANHOLE 12" (300 mm) HOPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART#: SC310EPE 12B sc.310 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 rn) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-310 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE STEf--' 1) STEP 2) STEP 3) STEP4) NOTES --- INSPECT ISOLATOR ROVI/ FOR SEDIMENT I\. INSPECTION PORTS (IF PRESENT) A.\. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2 REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED /\.3. USING A FLJ\SHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5 IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3 B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAlv1 END OF ISOLATOR ROW B.2 USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY If ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3 CLEM~ OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45'' (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED REPLACE ALL COVERS. GRATES. FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. INSPE:CT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 1. IMSPECT EVE/-1.Y G MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIJ\,1ENT ACCUMULATION AND HIGH WATE/-1. ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. Green Lake Engineering, LLC 6045 4th Ave. NE, Seattle, WA 98115 Phone: 206-525-5332 FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 10" (250 mm) INSERTA TEE PART#10N12ST311P INSERT/\ TEE TO BE CENTERED ON CORRUGATION CREST SC-310 INSPECTION PORT DETAIL NTS email: bob.kehrli@greenlakeengineering.com Contact : Bob Kehrli, PE NO. REVISION z 0 r:: " . 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( ' " ~ J •I L] " <I • d "~:-</ L] <I . " " <J Ll 2. o' c1 <I L\ I MIN. •J L'l q " I " ,1 L] L\ <! l I ·:-,"--------------------'4~ ~ CAST IN PLACE ~ WEIR WALL <J 4·' WEIR WALL , , L] \ ____ \ \ " <J \" \ SEE NOTES LI _ __L_ DIVERSION STRUCTURE #2 NOTES <I <I 1. PROVIDE REI/\IFORCING, REBAR @ 12" O.C. IN WEIR. 2. GROUT WEIF, WALL TO INSIDE OF CATCHBASIN. Q -~-) 0 i -~~ OUTLET TO J ISOLATOR ROW INV=448.50 I :! '14 fr ;l I ~ ---------------RECOMMENDED FOR APPROVAL <I BY: ____________ _ DATE: _____ _ ~ST~O~R~M~T~E~C~H--=--D~IV~E~R~Sl~O~N--=-ST~R~U=----:c-CTURES BY: ___________ _ DATE: _____ _ SURVEYED: HANSEN SURVEYING DESIGNED: R. KEHRLI, P.E. DRAWN: R. KEHRLI, P.E_ CHECKED: C. WILLIAMS, P.E. DATE APPR APPROVED: SCAl£: SCALE ONE INCH AT FUU. SCALE IF NOT ONE INCH SCALE ACCORDINGLY CALL VERTICAL; NAVO 1938 HORIZONTAL; NAO 19B3/1991 SCALE: N.T.S. BY: ___________ _ DATE: _____ _ BY: DATE: _____ _ __I 811 BEFORE YOU DIG ] _________ _ CITY OF RENTON Planning/Building/Public Works Dept. DRAIN LLC WATER MAIN EXTENSION & STORM TUSCANY CONSTRUCTION, STORMTECH DETAILS 3956 NE 24TH STREET 9/23/2015 FIELDEIOOK: PAGE: DRAWING NO: SHEET: 7 OF, 7 STORM JAi~ 14 ?°