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Home My WebLink AboutR-390801w Q Z U LL1 3 O ry a 0 z w I 0 0 M 0 0 z X w w z 0 z w N Ul a_ a w O 00 0 In M N O r w zZ J r-I 00 C) LU F_ . .. . . . . . . . y I �. CONTRACTOR RESPONSIBILITY S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E. W.M. NE 38TH PL_ . --:=r ... I 7 SS SS SHORT PLAT APPROVAL CONDITIONS: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CITY OF RENTON STATE OF WASHINGTON ..... 1' �� • CB RIM=161.10 g / - DECISION: CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF � I r 1. THE CARPENTER SHORT PLAT, FILE N0. LUA14-001200, SHPL-A, IS CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ! � IE 12" ADSI E:156.85 BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE �' APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION I' 2 A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH 30OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL . BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED f I LANDSCAPE PLAN SHALL INCLUDE, BUT NOT LIMITED TO, A PLANT •A PROX LOCATION LIST AND TWO TREES WITHIN THE FRONT YARD AREA OF LOT 3. THE 10-FOOT LANDSCAPED STRIP SHALL BE INSTALLED PRIOR TO FINAL L .E12" WATER SHORT PLAT RECORDING AND THE FRONT YARD TREES SHALL BE INSTALLED PRIOR TO BUILDING FINAL OCCUPANCY. I CB RIM=166.81 3. A FINAL TREE RETENTION PLAN IN COMPLIANCE WITH THE CITY'S WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF E 18"ADS N:1 2.25 ADOPTED TREE RETENTION AND LAND CLEARING REGULATIONS SHALL THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. MANAGER. I I 4. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE I I RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS NW, LLC, DATED AUGUST EXISTING UTILITY NOTE CB RIM=184.03 21, 2014. 8"ADS N INV=179.23 5. THE EXISTING ACCESS EASEMENT SERVING 3623 LINCOLN AVENUE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR I I I 18"ADS S INV=179.33 NE SHALL BE AMENDED TO INCLUDE SHARED ACCESS TO LOTS 2 OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND AND 3. NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY I 1' �.. 6. A NOTE REQUIRING THE ACCESS TO LOT 2 FROM THE SHARED 'Q 0 w NE z 38TH PL J VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY . . DRIVEWAY SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. VICINITY MAP OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. I } - - - - - - 7. A NOTE SHALL BE RECORDED ON THE FINAL SHORT PLAT MAP NITS STATING THAT THE FUTURE RESIDENCE TO BE CONSTRUCTED ON SUBGRADE COMPACTION NOTE. T.L.#3345700220 I Ib' I I LOT 3 SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM. I 8. THE SHORT PLAT PLAN SHALL BE REVISED TO PROVIDE THE • • • • • • • • • REQUIRED 5-FOOT SEPARATION BETWEEN THE PRIVATE STREET AND LEGAL DESCRIPTION ALL SOIL SUBGRADES SHALL BE THOROUGHLY COMPACTED, THEN PROOF -ROLLED WITH A LOADED DUMP / I Lg I THE ADJACENT PROPERTY LINE. THE REVISED SHORT PLAT PLAN TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONES OF YIELDING SUBGRADE DISCLOSED DURING THISX WATER SHALL BE SUBMITTED PRIOR TO FINAL PLAT APPROVAL FOR REVIEW PARCEL B OF RENTON LOT LINE ADJUSTMENT NO. PROOF -ROLLING OPERATION SHOULD BE OVEREXCAVATED TO A DEPTH OF 12 INCHES AND REPLACED WITH FOUND REBAR 4/ E/ METER �.3 I• • a I AND APPROVAL BY THE PLAN REVIEW SECTION. LUA-99-149, LLA RECORDED JANUARY 12, 2000 UNDER A SUITABLE STRUCTURAL FILL MATERIAL. 21' ACCESS/ O I 9. GRADING PLANS SHALL BE SUBMITTED AT THE TIME OF UTILITY RECORDING NUMBER 20000112900002, IN THE OFFICIAL UTILITY EASEMENT ° FOUND �. I CONSTRUCTION PERMIT APPLICATION WHICH SHOW GRADING NEAR RECORDS OF KING COUNTY, WASHINGTON. / THE PROPERTY BOUNDARY TO PREVENT STORMWATER DISCHARGE - N88°34'07"W_ -- _ _- --- 5' REBAR I i a FROM FLOWING ONTO THE ADJACENT PROPERTY. THESE GRADING --- T- THE REVIEW AND APPROVAL OF THE INSTRUMENTATION . . . . . . . . . . . . . . . . . . - CITYS PLAN REVIEW SECTION. 65 00' .; i 16' 4 .00 . . . . r 83.00 . a: . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . SECOND TOTAL STATION. '. �. INSTRUMENT USED 5 . ,! -- -- --- _ . . JENNIFER DIRECTOR, R , PLANNING , DATED 2-27-2015 O /i �r°, ", - -•_ CLOSURE ROF LOOPS WASCLOSED O 22D000A INACCORDANCEWITHMWAC . 7 / L� - - - - - ' _ - - j I 332-130-090. 1 18.4 5'x10' WM/ _ } I T.L.#3345700230 BO EASEMENT 174 O x5 R ER 1 BENCHMARK MEN r I. o 1x5' WATER • • . . CB RIM=196.04 x CITY OF RENTON BM 1835 �a I METER EASEMENT 18"ADS N INV=191.29 3/8 IN BRONZE PLUG & PUNCH ON CONC MON, IN CASE, DN. N HYDRANTI -♦ Sb 18"ADS S INV=191.49 04 _ _ 1" APPROX.1 7' SOUTHERLY AND 13 0' WESTERLY OF THE INTERSECTION OF SE 88TH ST & 116TH AVE SE, ELEV = a ,10-x40' IRE: � 8 0. EASEMENT o I 1 326.65 CB RIM=196.04 Z "•"�" 2"ADS E INV=192.64 4. .z... . 03 I------------ LEGEND 28'x97' PRIVATE � j I . . . . . FIRE HYDRANT (0 DRAINAGE EASEMENT n2 -{� coo � pq WATER VALVE 0)I STA 2+75 BEGIN CURB TAPER N I ❑ WATER METER rr co ---_ ❑ TELEPHONE RISER CO o N 3 0' --I I ROW -a UTILITY POLE - I g 5 DE ICATION 30' 30' P POWER VAULT / �� 7 i /1g2 �S SEWER MANHOLE - S88034 07'E 81.00' ❑ CATCH BASIN T.L.#3345700235 Igo ' 0 GUARD POST 101 r 5'x10' WATER SIGN / METER/HYDRANT EASEMENT 2�0.5. . I T.L.#3345700216 � I ,�g6 � o MAILBOX STA 3+50 END CURB TAPER CB RIM=203.09 FIR TREE N �g� I I o ` ---- . 18" ADS S INV-198.49 MAPLE TREE o a �o e i - I - 18" ADS ® IIINV-119B.39 CEDAR TREE z Q I 2" ADS � I IE=203.13 ALDER TREE �"', . 1 . 0. TREE (UNSPECIFIED) 202 a w . . . . . . . . I ' 5, o. r --- - - 65.----- .. .... - - - - 00'� . . . . . 81. 0'"E 148.00' - - - FOUND REBAR z FOUND REBAR 03 '07" I THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 S �MES OF WAsh+j `Q 6 AS -BUILT DRAWINGS 5 REVISED DITCH STORM DRAIN ,, z Z 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 0 38285 2 REVISED PER CITY REVIEW ° isrEg� 1 REVISED PER CITY REVIEW / ADD VAULT SIONAL N0. REVISION 0"' O `L u Lu z. .. I U . JEF 09/04/18 TJR SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 5 10 20 SCALE 1 " = 20' Sheet List SHEET TITLE COVER SHEET EXISTING CONDITIONS ROADWAY / GRADING / DRAINAGE & WATER PLAN VAULT PLAN & DETAILS SEWER PLAN & PROFILE TREE RETENTION PLAN NOTES & DETAILS DETAILS DETAILS DETAILS DETAILS TESC PLAN TESC DETAILS LANDSCAPE PLAN LANDSCAPE PLAN BASIS OF BEARING: NAD 83/91 PER CITY OF RENTON MONUMENTS MONUMENT 1834: FOUND BRASS PLUG IN CONCRETE DOWN 0.5 FEET IN MON CASE AT THE CENTERLINE OF INTERSECTION OF JONES AVE NE AND NE 43RD ST. L�];�L'Ili!I�i1�I:1rL'L�;�i��7�i•�l�[�il[�i�I�rL;r�'1.7:1r/ MONUMENT 1835: FOUND BRASS PLUG IN CONCRETE DOWN 1.0' IN MON CASE LOCATED APPROXIMATELY 12' WEST OF THE CENTER OF INTERSECTION OF 116TH AVE SE AND SE 88TH ST (AKA NE 36TH ST) NORTHING: 194023.8455 EASTING: 1306288.6012 N88034 '07V 30.00 '- �12" ADS E=205.99 SDq I I ® I a I I LINCOLN SHORT PLAT I �a 12" ADSI IE=210.13 T.L.03345700215 4 ° °d ° I d d a° a. ° a I d d BCS 11/27/17 TJR SURVEYED: ---- BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRAWN: BCS BCS 2/16/17 TJR CHECKED: TJ R BY DATE APPR APPROVED: TJR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. DATUM NAVD88 PLAT INFORMATION NOTES OWNER: LEVEL HOLDI N GS LLC ENGINEER: ENCOMPASS ENGINEERING & SURVEYING 165 NEJUNIPER STREET, SUITE 201 ISSQUAH, WA 98027 (425)392-0250 CONTACT: TOM REDDING TAX PARCEL NUMBER: 334570-0235 PROJECT SITE ADDRESS: 36XX LINCOLN AVE NE 98056 RENTON, WA 98056 SECTION, TOWNSHIP & RANGE: NE-32-24-5 PROPERTY ACERAGE: 24374 SQ FT = 0.56 ACRE TOTAL NUMBER OF LOTS: 3 LOTS LAND USE DESIGNATION ZONING R-8 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER: CITY OF RENTON WATER SYSTEM: CITY OF RENTON SCHOOL DISTRICT: CITY OF RENTON #403 FIRE PROTECTION: CITY OF RENTON FIRE DISTRICT ELECTRICAL POWER: PUGETSOUND ENERGY NATURAL GAS: PUGET SOUND ENERGY TELEPHONE: QWEST IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: Know what's below. BY: Call before you dig. Date: Date: BY: Date: CARPENTER SHORT PLAT DATE10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A PAGE: N/A DRAWING NO: COVER SHEET 13708 SHEET: OF: 1 15 R 3 9 0 8 0 1