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HomeMy WebLinkAbout17597 Huynh As-BuiltsNE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 042305-9391 042305-9392 I 042305-9393 042305-9394 042305-939' 042305-9267 III -© N88'19'30"W 405.66' LO o / I r001 -------TTO-16 s NI j , I 285.50' 0 5 10 20 SCALE 1 " = 20' o Creek M SE 95TH WAY si7 w z N 2 BL VD 21 O N_ 1 0 3o.ao VICINITYMAP i I I PROJECT INFORMATION: ON' N. T.S. j 881 9 " 30 ': f 9: TRACT:A :: 0 N i. I OWNER: KATHY HUYNH ARCHITECT. PAUL MONSEF a 10' PRIVATE STORM I �� © w ... :.. ; :: ; P.RNATE ACCESS 11TILITiES ; :::.::: .' : ::::: 9 a ^ :: :: :: s6g•i ':50 E::99.7T. ; ::: .' :: .:.:.' ' . : : I -'-i,. -` +. ,. -1 2806 NE SUNSET BOULEVARD, MONSEF DONOGH DESIGN GROUP SUITE F 2806 NE SUNSET BLVD, SUITE F DRAINAGE EASEMENT L2 % 000. Er - RENTON, WA 98056 RENTON, WASHINGTON 98056 3 I 3 - - - - - -- - - - - - - - - - -...' L6 I (425) 891-3829 (206) 612-8647 FAX PARC` L � I � A I LOT 3 04230590 6 I 1,0n I ® L - - - - - - - - - - - - - - - - SURVEYOR. GE07ECH. o -r �10' - o ENCOMPASS ENGINEERING & MAGIZI GROUP INC. N 8,817 SF 0 I vo I WATER I _ o SURVEYING PO BOX 44840 FF-437.0 I LOT 2 0 EASEMENT I I ro N 165 N.E. JUNIPER STREET, TACOMA, WA 98448 o of SUITE 201 (253) 537-9400 j o d 7,789 SF I I w ISSAQUAH, WASHINGTON 98027 I O FF-440.0 I * d; m'', w 1* 1 (425) 392-0250 LOT 1 g "O J ::588'19'30"E o V) ENGINEER: NICOLE MECUM, PE 042305-9307 I 10' PRIVATE STORM 10.000'3 8,051 SF oI oz ENCOMPASSENGINEERING & -------1--- EASEMENT . µ20 BSA: SURVEYINGDRAINAGE JUNIPER STREET - -Lyf © -- -- - -- J---I -1 I I , SUITE 201I 5 WASHINGTON 98027I0 3 110.26' I w o R.O.W. ROW (425)92-0250 - - - - - -� - - -- - - - - - - ----- ----------1 -0- I DEDICATION 800 SF SITE INFORMATION:140.50 - - - - S88'19'30"E 405.76' TAX PARCEL: 042305-9076 BUILDING SETBACKS: 10.00' .-, 30.00' SITE ADDRESS: 2007 UNION AVENUE NE FRONT - 25 FEET 10'LANDSCAPE & PRIVATE DRAINAGE > SITE AREA: 32,457 S.F. = 0.75 ACRES AREAR - 25 FEET EASEMENT 042305_9422 042305-9421 DISTURBED AREA.32,457 S.F. - 0.75 ACRES SIDE - 15 FEET TOTAL 042305-9420 0423059419 - ' I I � r ZONING: RESIDENTIAL R6 MAX. BUILDING COVERAGE: 40% 042305-9077 MAX. IMPERVIOUS SURFACE COVERAGE: 55Z MCC GROSS IMPERVIOUS AREA: 15,386 SF �p O WAsrtf s� NET IMPERVIOUS AREA: 13,847 SF °y �i s � COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY TOTAL PROPOSED LOTS 3 Lai PROPOSED BUILDING OVERAGE 6,086 S.F. = 18.7% 42678 PROPOSED PUBLIC STREET t cISTER�9 I DEDICATION 800 SO. FT. Ng1,LAN9 r PROPOSED LOT AREAS (GROSS) PROPOSED BUILDING SIZES LOT 1 - 8,051 SQ. FT 1,767 S.F. LOT 2 - 7,789 SQ. FT. 1,868 S.F. THESE PLANS ARE "AS -BUILT" AND r LOT 3 - 8,817 S0. FT Z451 S.F. THE INFORMATION SHOWN 1 LOT IMPERVIOUS AREAS (GROSS) IMPERVIOUS AREAS (NET) ACCURATELY REFLECTS EXISTING LOT 1 - 2,769 SO. FT 2,091 S.F. FIELD CO ITIONS AS OF THIS ° LOT 2 - 2,507 SQ. FL 2,001 S.F. D TE . F ARY 4, 2021 _- _. - _--.' ° LOT 3 - 3,100 SQ. FT 2,535 S.F. � - TRACT "A" PRIVATE ACCESS &UTILITIES 7,000 SQ. FT. STEVEN D. McCASKEY PLS 42676 CRITICAL AREAS: WELLHEAD PROTECTION AREA ZONE 2 MAC7 13 NE ZOTH " PROPOSED NET DENSITY: - 5.32 DU/GA AVE. 1 • MAX ALLOWABLE DENSITY- 6 00 DI/GA HUYNH CONDITIONS OFAPPROVAL: 1. THE APPLICANT MUST COMPLY WITH ALL RECOMMENDATIONS IN THE GE07ECHNICAL ENGINEERING STUDY PREPARED BY MIGIZI GROUP, INC (DATED JULY 14,2017) 2. APPLICANT MUST OBTAIN A DEMOLITION PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL OF THE RESIDENCE AND GARAGE ON FUTURE LOTS 1 AND 2 IN ORDER TO COMPLY WITH RESIDEN77AL-6 (R-6) SETBACKS OF THE ZONE PRIOR TO FINAL PLAT APPROVAL. 3. THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 4. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPE PLAN WITH A 10-FOOT LANDSCAPE STRIP ACROSS THE ENTIRE FRONTAGE OF LOT 1 IN ORDER TO DEMONSTRATE COMPLIANCE WITH THE LANDSCAPE REQUIREMENTS IN RMC 4-4-070. 5. NEW FENCING INSTALLED ALONG THE NORTH PROPERTY LINE SHALL BE INSTALLED IN A MANNER THAT WILL NOT DAMAGE THE OFFSITE TREES ON THE ADJACENT PROPERTIES. 6. A CURB SHALL BE CONSTRUCTED BETWEEN THE DRIVEWAY EDGE AND THE LANDSCAPE BUFFER IN ORDER TO PROTECT THE LANDSCAPE STRIP FROM IMPACTS CREATED BY VEHICLES. 7 THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE ARBORIST REPORT PREPARED BY ARBORIST NW (DATED NOVEMBER LOTH, 2017) WHILE ENSURING FIRE DEPARTMENT APPARATUS ROADWAY REQUIREMENTS ARE STILL BEING MET. 8. LOT 1 SHALL BE REQUIRED TO TAKE ACCESS FROM THE SHARED DRIVEWAY TRACT, SPECIFICALLY OFF THE HAMMERHEAD TURN AROUND. THIS RESTRIC77ON SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT. 9. THE COMBINED BUILDING SETBACK AREA FOR THE NORTH AND SOUTH YARDS ON LOT 1 SHALL BE 20 FEET, WITH A MINIMUM OF 10 FEET ON THE NORTH PROPERTY LINE. 10. THE GARAGES ASSOCIATED WITH THE HOMES ON LOTS 1 AND 2 SHALL BE LOCATED ON THE WEST FACADES OF THE HOMES AND THE GARAGE DOORS SHALL NOT BE VISIBLE FROM THE PUBLIC STREET. 11. THE NORTH FACADE OF THE HOMES (SECONDARY FRONT YARD) ON LOT 1 AND LOT 2 SHALL BE DESIGNED IN A WAY THAT PROVIDES SIGNIFICANT VISUAL INTEREST INCLUDING BUT NOT LIMITED TO: EXTRA GLAZING, BUILDING MODULATION, AND MATERIAL VARIATION. THE DESIGN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR EACH LOT AND SHALL BE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE 12. HOMES BUILT ON LOTS 2 AND 3 SHALL REQUIRE AN APPROVED FIRE SPRINKLER SYSTEM REGUARDLESS OF SIZE DO TO 16-FOOT WIDE ACCESS ROADWAY. SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON REGIONAL FIRE AUTHORITY FOR REVIEW AND PERMITTING, Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 •Issaquah, WA 98027 •Phone: (425) 392-0250 •Fax: (425) 391-3055 Eastern Washington Division Know what's below. 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax: Call before you dia. (509) 674-7419 DISCREPANCIES IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY.' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7021 1 NO. ASBUILTS REVISION UTILITY PROVIDERS: GARBAGE: REPUBLIC SERVICES GAS & ELECTRIC: PUGET SOUND ENERGY WATER & SEWER: CITY OF RENTON LINE TABLE LINE # DIRECTION LENGTH L1 SO'58'54"W 4. 00' L2 N8819'30"W 10.53' L3 SO'58'54"W 8.30' L4 SO'58'54"W 7.70' L6 N8819'30"W 9.93, L7 SO'58'54'W 4. 00' Curve Table Curve # Length Radius Delta C1 38.97 25.00 08918'24" C2 39.57 25.00 090'41'36" VEM 12151211 NEM BY I DATE I APPR INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. R1 SHORT PLAT 67115. RECORDED UNDER AUDITOR'S FILE NO. 7712130605, RECORDS OF KING COUNTY, WASHINGTON. R2 RENTON SHORT PLAT LAU14-000916, RECORDED IN BOOK 348 OF SURVEYS, PAGES 192-194, RECORDS OF KING COUNTY, WASHINGTON. R3 PETETT MEADOWS, RECORDED IN BOOK 203 OF SURVEYS, PAGE 38-40, RECORDS OF KING COUNTY, WASHINGTON. SHEET INDEX PARKING REQUIRED: - 6 SPACES (2 SPACES PER LOT) LEGAL DESCRIPTION: TRACT 1, KING COUNTY SHORT PLAT NO 677115, RECORDED UNDER RECORDING NUMBER 7712130605, RECORDS OF KING COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PROPERTY CORNER COORDINATES: VERTICAL DATUM: NORTHEAST CORNER NAVD 88 NORTHING: 188814.487 EAS77NG: 1311371.256 BENCHMARK: SOUTHEAST CORNER CITY OF RENTON VERTICAL MONUMENT 0159 NORTHING: 188734.493 ELEVATION=415.95 FEET EASTING 1311369.885 CITY OF RENTON VERTICAL MONUMENT 1891 ELEVA7ION-454 09 FEET TITLE SHEET COVER SHEET /SITE PLAN I OF 10 GRADING /UTILITY/DRAINAGE PLAN & PROFILE 5 OF 10 SDM sfllF 1 " = 20' NEM M N NEM �-Ar- IF NOT ME NCLY SCVE ACCORaM CJA V RiM./L- N4W I999 HOR60NM: W 1983/1991 DATUM Cl TY OF VIR) . REN TON Planning/Building/Public Works Dept. BASIS OF BEARING: N01'56'05"E, LINE BETWEEN CITY OF RENTON MONUMENT 1838 AND CITY OF RENTON MONUMENT 1891 O 00 111 R- 401501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS `Z HUYNH SHORT PLAT LUA 17- 000855 COVER SHEET / SITE PLAN --J I- O WE 0210512021 eELm9oK: N/A PA9E: NIA 17597 sHEEr. 1 10 IN, NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. - EXIST. ssMt-r LOT 3 DRAINAGE NOTE, CITY OF RENTON1 CSTATE OF WASHINGTON R M=44S g61 CMTER O9' ENTER OF 8" CONC LOT 3 ROOF DRAINAGE TO BE SPLIT IE (N.) 12" CMP =440.66.' CHANNEL (N. & 5.)=432.19' Q EQUALLY BETWEEN INFILTRATION TRENCH IE (S.) 12" CMP=440.66' AND DRYWELL. I RETAINED TREE NOTE.' 0 5 10 20 ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED EASEMENT FROM T>;ANStT10N TO SCALE = 20' PRIVATE 7 LF DRIVEWAY, ASSOCIATED U77LI77ES & THE ADJACENT PROPERTY KEYNOTES: 8" Dl @ 2.2,E PUBLIC STREET FRONTAGE OWNER FOR �,; EXISTING SIDEWALK 9391 042305-9392 0 2305-9393 SIDEWALK E5M7 o ®CONTRACTOR TO POTHOLE EXIS77NG UTILITIES PRIOR TO CONS1?7UC770N PRIVATE CB6, TYPE 1 042305-9394 042305-9395 BEGIN CEMENT CONC. CURB N CEMENT CONC. CURB ®N/A END! CEMENT CONC. CURB 042305-9267 STA 10+21.78 STA:13+30.75, 4.94 RT 5TA i3 F25,58, 6 00` RT STA:10+39.08, 6.00 RT _ OFFSET 10.00' RT PROPOSED RIM=439.25 z. PERMEABLE IE-435.80, 8" (SE) PRIVATE C817 TYPE i CLEANOUT AND 2u2xI' PRIVATE CB12 TYPE IL pl CONCRETE PAD PER PRIVATE C813, TYPE i DRIVEWAY i SEWER STUB STA: ]3+24.02, 5.22' RT W/SOLID LID CONSTRUCT CONCRETE 659 S.F. 6" IE=435.30 RIM=439.22 C.O.R. STD. PLAN 403.1 STA: ] 1+14.69, 5.15 RT10+44.44, RT DRIVEWAY PER C.D.R. 15 LF @ OO " MIEN, rE-435.96, 8" (W) I CEMENT CONC. ON SHEET 8 (TYP) HP 441.45 �IM� 1.2012 (E) STA: r£=437 58M r243 W ¢ STD. PLAN 104.2 O N/A _ CURB (lYP) r () m I MH i , INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE 436 -� N88'19'30"W 405,66' __ IE-437.42, 12" (S) N a STA:9+98.86, 0.99 RT O FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE RIM=443.43 ROU7FD TO TRENCH (TYP). 1E=431.58, 8" (N,S) 4 CENTER OF CHANNEL 4+45 r4+oD - - "'" IE=431.73, Sr O AREA DRAIN TO FIG PROVIDE DOWN TURNED ELBOW IN PAID AREAS. �xa ,30, PR IVATE -3i4.3- � LF PVC �.. :1:3+ @:1. .. DO � D4%: 4 . - r , . - : • PRIVATE' : ID : LF •12.. D: 1 CONNECT TO PROPOSED MAILBOX LOCA T1ON. PRIVATE 37.8 LF r F a -_ _ 2 2 - -- 4 4•00 EX. 12 DI WATERMAIN 4.R o 44i.S5: : :::: t1a0: .':: : IN AccORDANCE WITH CITY EXISTING MAILBOXES TO 8E RELOCATED COORDINATE W17N POSTMASTER ----- G ' • � .' � ! : ' � .' : •: � OF RENTON REQUIREMENTS o 7 : d" CLASS' o O 10' PRIVATE STO M 440 LO A STA 9+80.06, 9.50 LT H 10`0 x 5' DEEP INFILTRA770N DRYWELL PER DETAIL ON SHEET 9. DO NOT 00 STA: J 3+ 13. t i, O.4 IT 173 LF 8" " O DRAINAGE EASEME ° 12 x8 TAPPING TEE (MJxFL) CONNECT FOOTING DRAINS. EMERGENCY RIM CLASS CLASS 53 DI WM - ; • : ; : - - ; .._. _ ... - ° j;� 8 TAPPING VALVE (R KW) f Q / OVERFLOW lE=435.OD, 8" (E) 1 " WATER SERVICE 441.20 : :: UO r ' k I W/THRUST BLOCKING O N/A 441.92 S R STU I 0� IE-435.00, 6- (W) FOR LOT ZPER - - - - �-- - -- - � � S,�q' 10+ d P TE 63 L� � � PER C.O.R. STD. PLAN 300. r o LOT 3 CLEANOUT PER " C.O.R. STD. PLAN SEWER STUB 441.90 FIRE HYDRANT ASSEMBLY ` r o-] $ C O.R. STD. PLAN x f WATER SERVICE 320.1 STA: 12+15 PER C.O.R. STD. PLAN 310.1� 6 I ' $817 SF' FORLOT3PER " o Z26,0 ON SHEET) EASEMENT r oo a x 8 1E=434.50f 441.95 20 6 VC STA:1 t +50.02 17.92 LT FF=437.0 7 (TyP) C.O.R. STD. PLAN `� LQT 2 r8 LF 6" PVC 442.01 : 8"x6" `TAPPING TEE (MJxFl.) PROPOSED @ 1 •1'� 4 I °pcL _ ic �q SAWCUT EXISTING PAVEMENT FOR 0 320. ] (TYP) @ 2.00% MIN. a• 442.01 x ,,,� WATER AND SEWER CONNECTIONS 6" THICK 4 X4 ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER I z 7,789 SF -_ 6 TAPPING VALVE (FLxMJ) PERMEABLE c. EMERGENCY PRIVATE 5 LF 8" �- °p \ AND RESTORE PAVEMENT AND O MAIN AND PROPOSED 6" WATER LINE CENTERED ON CROSSING, O PER C.O.R. STD W/THRUST BLOCKING DRIVEWAY ,,, OVERFLOW DI @ 50.OX IC FF=440.0 , I PLAN 406.1 (TYP) zD 1,OD2 S.F.OGLINE PER C.D.R. STANDARDS 8" 1E=435.00 PRIVATE 32.5 LF J PRNA7E 5�4, TYPE 1 LOT a . z f •'c RIM=439 21 d :f ��/�� AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED 8 DI @ 0.0 �v °• x ra 1 oti 3307 PRIVATE 8 LF 8" 10' PRIVATE STORM f �-? IE-435.a9, $" (s) 8,051 5F ° O a zL! i A = 0 ' � ' � ' ' � • WITH CDF. K DI @ 5.88% DRAINAGE EA SEMEN T IEF4�Lf" (N) d ° ' c ' ] " WATER SERVICE FF=442.0 ,max i W w. J 442.Q9• a. 442.09 FOR LOT ] 4 d " z OVERFLOW PER 4 a 5' 8" IE-438.00 ° 441.99 C.O.R. STD. PLAN EMERGENCY a d I ' CB T-2 436 - (�') OVERFLOW T 320.1 PRIVATE CAV B 4, TYPE 1 8" IE-440A0 G o ( ) � RIM=440.97' - a IE 5. 18" CMP=43`�.37' -^. E (N.) 12" CMP=435.87' RIM=438.08 - -' - - '_ �� PROPOSED S88'19 30 E 405,76` NEW 12 IE-435.74 r PRIVATE 94.9 LF .� � -- �, - - � �'_' - I � .. .;'� 39:fl0' � l , � � w a I£=434.52, 8 (N) 8" DI O 0.5% PRIVATE CBS, TYPE' 1 PRIVATE 1 ] LF 8" - IE-434.44 8" DI O 28.3% PERMEABLE ,,; f 5 �""- - - N C�RiE' DRILL . OPENING & (W,E) RIM-438.07 DRIVEWAY PRIVATE 6 LF 8" CCP O 5.0% = PRIVATE 5 LF 8" IE-434.96, 8M (N) 697 S.F. 10' LANDSCAPE & T � *A� WGHT � 0! IE=434.92, 8 (W) PRIVATE DRAINAGE a 20 PRIVATE ACCESS / UTILITY EASEMENT IE=435.52, 8" (NE) EASEMENT:I is' ACCESS RIPRAP PAD 042305TR--A PRIVATE CB11, TYPE IL , 8z7x1' 042305-9422 042305- 9421 042305-9420 042305_-9419 W/SOLID LID & CR-1 INSIDE DROP STRUCTURE RIM= 441. Q3' ' ' ° N. 12" CMP=437.48' 6' i STA: f 0+43.56, 57.75 LT «, i i E ( ) RIM-442.01 r LQ IE (S.) 12" CMP =437.48' 042305-9077 IE=436.25, 12" (N,SE) i CURB & GLITTER o E (E,) 6" PUG=438.03' 4� p. MC IE-439.70, 8 (W) s TO MATCH EXISTTNC I I 2 WA U] _,A O 678 ISTE�� AL LAB PRIVATE 26 LF 12" ..4 I) Q END CEMENT CONG CURB, t MATCH EXISTING STA 10+21.89 :::::: CCPO T.8S6 s ......................:.::.:::•.....:::::::::•::::::::::........ SIDEWALK & O RESTORE OFFSET 70.15 LT PLANTS + d � SUBGRADE POROUS ASPHALT DR CEMENT CONCRETE ° PERVIOUS CONCRETE i CURB PER C.O.R. PER C.O.R. STD. PLAN 261.10 STD. PLAN 101 EXIST. SSMH SHARED DRIVEWAYACCESS SECTION RIM=439.90' N.T.S. ram~ CENTER OF 8" CONC, CHANNEL AREA TO BE RIM=440.97' (N.,S. & W.)=430.75' C ' PRIVATE' CB12, TYPE 1L FILLED W/CDF IE(S)18 "CMP=435.37 40' R/W W SOLID LID I _(N)12 "CMP=435.87 r , STA 10+44.44R,IM 443.26 ' E=435.74 DEDICATION 22' _ IE-437.58, 12" (W) a CORE DRILL $ EXIS77NG IE-437.42, 12r (S) a OPENING & PLANTER LVC=30.00 PROVIDE WATER 1 ' 8' PAVEMENT LVC=34 OO � I � SIDEWALK 0.5 145, 84 EL:441.5 PV1:11 + 10.43 EL:441.1 PRIVATE 63 LF � I TIGHT SEAL d SAWCUT EXIST. PA VEMEN T 445 - ao LO - o? _CZa, r� `� 12" CPA O 1.58% o I _ _ __ 445 CONNECT TO EX. 12" DI 1 MATCH EXIST. SECTION ON + " ± + tr EX. 36" VvM CE UNION GRADE AT C L WWiTH CITY OF RENTONIN � / T.. REQUIREMENT'S w ---- --- TRACT A ACCESS.; . �.a k, I PRIVATE CB 6, E ] c� 8 CA W/ 2 ' 8.0. 9 �i ru STA 9+80.06 9.00' LT CLASS .. .. .. .. A: i + 0. . 4 RT I o ASSEMBLY AND .THRUST � , �" � � � ^ f � : , /,, r 12"x8" TAPPING TEE (MJxFL) " x RIM= 9.2.5 a BLOCKING . - I .� - - _ - - - -. - -Y . , . �.. - - - CEMENT CONCRETE "1/2� 64--22MA ` 8 TAPPING VALVE (FLxW) �' "- - -" - ` - - W/THRUS7 BLOCKING SIDEWALK PER 6 CRUSHED SURFACING 440 -- PROPOSED GRADE AT -- 440 PER C.O.R. STD. PLAN 300.1 O.R. STD. PLAN TOP COURSE - ADDITIONAL STRUCTURAL FILL MAY 8E 3 MIN PRIVATE 70 F 12` DI @ 1.531K a 173 LF CLASS 53 C/L TRACT A ACCESSit 6" REQUIRED DEPENDING ON SOIL CONDITIONS IN .� WATERMAIN ,. -- '� ` CLEARANCE CEMENT CONCRETE CURB PER C.O.R ... 170 LF 8" 16 i STD. PLAN 101 435 `y - CLASS 53 DI i ®% D/ 435 L (2) STREET TREES �IE!4,35.U3BO WSTWAT�RMAIN REQUIRED SSMH2 PRIVATE 314.3 LF 8 PVC. , 1 LF 6" PVC STA:13+ 13.1 t, 0.4 IT -' UNION AVE. NE . PR ATE 94.9 LF.. 0 2.00X MIN. RIM=439.�4a. SEWER STUB 80. l ® 0,5% IE-435.00, 8" (E) STA: 12+15' PRIVATE C8 3 TYPE 1 SEWS STUB N.T.S. SECTIONTYPICAL PRIVATE C8;5u4, E 1 IE435.Ot1, 6" (W) 6" lE-434.13 RE HYDRANT ASSEMBLY ST 11+14.69, 5.15 STA: 10+65 RIM= I39.2] ___. PER C.O.R. STD. PLANT 310.1 R! =44 0 6 IE= 2.57 430 - IE-435.09, " (S) P HATE CB 7, TYPE 1 TA:1 ]+50.02, 17. 2' LT IE=438.65, 12" E) 430 PR TE LF IVATE C614, TYPI= 1 ..... IE=435.72, " (N) A:13+24.02, 5.2 RT 8z "TAPPING TEE xFt) �PRIIIII C8 t; TYPE iL SSMH 1S-401501 r STA 9+98.86 D.99 RT DI . M=436.08 R M=439.22 B TAPPING VALVE MJ) OLID LID & , ' I-434.52, 8" (N) PRIVATE CB/5, E r I =435.96, 8" (W) WAHRUST BL KING INSIDE DROP STRUCTURE RIM=443.43 j I =434.44 8". (W.F RIM- .07 RIVATE 7 LF . 3.56, 57.75' LT IE=431.68, 9" ,S) W_-- 4 a 1 1 IE=434.96, ' (N) ... .. . . L ' + CENTER OF C NE RI =442 Of r IE-431.73, 8" ) 8 DI ®2.2R _. - -_ ---._ _ ._ IE- 36.25 12 N Si 425 01505 425 IE-4 5.52, 8 (NE) IE- 9.7D, 8 (W) _ /J Jodi. (D• �"�- b oo� ;r+r� ^'q r'1 "? o �' r°o] rn .� . V- w 1N COMPLIANCE WITH CITY OF RENTON STANDARDS LT. ......... .. . 420 - _ - - -- - - ' - - 420 14+45 14+00 13+00 12+00 11+00 10+00 9+80 TRACT A ACCESS HORIZ. 1 "=20' Q:� VERT. 1 "--5' 0 •Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 , Issaquah, WA 98027 ■ Phone: (425) 392-0250 " Fax: (425) 391-3055 Eastern Washington Division Know what's below. 407 Swiftwater Blvd. -- Cie Elum, WA 98922 a Phone: (509) 674-7433 -- Fax: Call before you diq. (509) 674-7419 1 ?021 NO. SDM 1 „ = 20' rrar�zon,rAc: xo ,say ,sa, "W """° '1 DATUM Cl/ l.. ! T! OF � RENTON " Plan n►ng/Building/Public Wore Dept. H U YNH SHORT PLAT L UA 17- OQ 0555 GRADING / UTILITY / DRAINAGE PLAN & PROFILE �` 0210512021 Z � NEM °°rc` N/A ora�wnr LFM o ire oraM A0 17597 ASBUILTS NEW 215121 NEM �N NEW K SOT ow SCALE AO,ORMad.Y REVISION BY DATE APPR API CJA SHEtr.5 OF. 10