The URL can be used to link to this page

Home My WebLink AboutR-431801AS -BUILT RECORD SET 03/21/2024 1 11-/111-\1 r% z CQ /G V rr LLI m Z w 0- HALF STREET GRIND AND OVERLAY REQUIRED CB (TYPE 1) I � o RIM=120.86' o N � IE(N.) 12"CPP=116.31' :. I E(S.) 12 "CPP=116. 61 ' ...... -'-'7' "-== - .=-____ NEW DRIVEWAY APPROACH PER COR STD-104.1 - - CB (TYPE 1) �. _..." 21:9 RIM=122.16'' 122.20' o �. . IE N. 12"CPP=12e..26' 122.20' N IE(E.) 4-L' 6"PVC=1z�8 9fr c� 122.30' IE(S.) 12"CPP=129.3E 122.30' PAVEMENT ...• :.i �..: �......... I. b .. . RESTORATION PER /•"• - . I I CB (TYPE 1) I RIM=121.el' 122.00' IE(N.) 12"D1=1-18.56 118.60' IE(S.) 12"D1=118.86' 11&80' O 1g�� 121.53t �2'10 P p40 I MATCH EXISTING POWER POLE SDCO PER COR STD 226.00 I (TYP) I IE (W) 4" PVC=121.1t IE (SE,FOOT) 4" PVC=121.1t IE (E,ROOF) 4" PVC=121.1t 10' X 2' LEVEL I PERFORATED PIPE CONNECTION PER COR _ STD 263.40 - 126 - Ett--�G--- PG- G-- P G-- P P 2' ,. I..� 1 'a a : a8.6% 28 LF 4" PVC ® 27. MIN a 12 TV� 40 :. s a a BW=127.5. Q s it a COR-STD 110.1 ..�.�......:.: I TW=128.0 / I I BW-124 0 APPROX. LOCATION PER - - - .. 1 1 - PAINT AAAPIIC /TYPE f..'.'.'.. - - -S.. . - f .. 4. I ys -�� 0. w - Z-c� .. APPROXIMATE LOCATION OF EXISTING SIDE SEWER. LLJ SSCO CONTRACTOR TO VERIFY... j I RIM=128.Ot LOCATION AND DEPTH z."..; ". Q....I I oM IE-119.0t (SEE SIDE SEWER NOTES) o N ^ I _ �4 cD 50 LF 4" PVC' CB TYPE 1 ` Q _ "..o..�.�...a�... ..o.......�... < 1. ° ® 2q MIN RIM=123.95' 123.96' Q { 1 0 o TW=128.0 LBW=124.0 IE(N.) 12"GONG=121 8r 121.71' .. I IE(S.) 12"CPP=121.99' 121.81' oW."."."."." ".`�'• _...-_ I I . z NEW 1" WATER METER PER CDR STD-320.1 .......� ........ . 11 BERGMAN RESIDENCE SE 1/4 OF NW 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I 20 P� Opp '��6 I I I � � 0 o 9$0�` 2�pp9 0�b �b21 �P N 1�1 r1�p� E�( PROPOSED I THICKENED I EDGE I GRAPHIC SCALE N 88 50S1 " W 250.02= 1 20 0 10 20 \- - \ � 10' BSBLI \\ p C0� SCALE: 1" = 20' rt PROPOSED (3)121 ';6"D C \� \ 1 LF 4" PVC UNDERGROUND ��_ '_1�_L 119 POWER SERVICE LINE I ' (No 0 (TYP) PROPOSED GAS SERVICE LINE ILO 'ARCEL \ �30 3342700515 \ I \ o� \ 130� 25,876t SQ FT 0.59 ACRE(S) O Z ° 6M col \ FOUNDA17ON LINE W/ 4" I / COVERED I DRAIN PERFORAIED PVC FOOTING I NZ�p�69 0"6 PATIO (TIP) g$ TO BE INSTALLED SEPARATE WATER METER PERMI UNDER T. ........ I.BY CITY FORCES , /. FG.=130.50 - _ I 1�22 �pr1 PRESSURE REDUCING VALVE REQUIRED �� j �a ^ MATCH 7 EXISTING .. PROPOSED DOWNSTREAM OF WATER METER I RESIDENCE _ GRADE � EXISTING WATER METER TO BE SSMH �vr 1 PROPOSED o MFF=130.75 I N j. aa: J I LANDSCAPE 69 LF 4" PVC \ CUT AND CAPPED AT MAIN LINE RIM=125.09' " " . _.. ® 1% 132 BY CITY FORCE UNDER SEPARATE IE(N./SE./SW.) 8"GONG ...."0 • •"- `�� I I m WALL (TYP) / 73 LF 4" PVC / WATER METER PERMIT=105.19'(C. C.) ¢ .. . . . I . I a m Ln ®1% SAWCUT LINE . .. I ... 12 SIDE SEWER NOTE ;� .... �.. - 5 0 EXISTING SIDE SEWER TO BE CCTV TO DE7ERMINE CB (TYPE 1) IF IT CAN BE REUSED. CCTV TO BE PROVIDED TO CITY RIM=124.79' INSPECTOR FOR REVIEW. LINING OF 7HE EXISTING IE(N.) 12"CMP=121.19' STUB MAY BE REQUIRED. A NEW PVC SIDE SEWER CB (TYPE 1) CONNECTION WILL BE REQUIRED IF REUSE DETERMINED INFEASIBLE. RIM=i25�.'r' 125.75' 1E(N.) 12"CPP=1223'' 122.00' IE(E.) 8"CPP=122.5;3' 122.45: IE(S.) 12"CPP=+n� 122.15 APPROX. LOCATION PER RECORDS (TYP) Know what's below. call before you dig. 130 125 120 GUKtf- .d a 1 •�3 d, GARAGE SS HI SLAB=128.83 LO SLAB=128.50 DOWNSPOUT W/ CLEANOUT FILTER a. PER COR SID 263.40 - CONNECT FOOTING DRAIN SYSTEM TO 4" a PVC 6" SS PVC ® 21 MIN /TEMP POW' - TW=128.Ot BW=12 .5t PROPOSED CENTERLINE OF JOINT USE TRENCH FOR FUTURE n 9 LANDSCAPE WALL DRY UTILITIES. CONTRACTOR TO INSTALL a TW=132.00 CONDUITS ONLY. CONNECT TO EXISTING CONDUITS BW=130.00 TO 7HE SOUTH INSTALLED UNDER LUA17-000503 `. 126.38t pe' SDCB p�6 RIM=126.55' �p g$ IE(W.) 8"ADS=123.15' SOU I IE(N.) 6"ADS=123.15' IE(E.) 8"ADS=122.45' I REMOVE EXISTING ASPHALT TRANSITION RAMP AND REPLACE W/ I PLANTER STRIP AND SIDEWALK. MATCH GRADE OF EXIS71NG SIDEWALK . . . . . . N ..... Q .I ..... ...... ..... ..... .....R: . . . . . W v�-i - I EXIS111VG PROFILE . . . . . . . •�• . . . . . . GRADE. (TYP) . PROPOSED . > . . . . . . . . . _ _ . . . . . FLOWLINE �. . . . . . . . . . . . . - _ _ ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . - �, •.p.cu . . . . . . . . . . . . . . . . . . . . . . . . . . W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12+00 ccpp M LOLO ^ O O O N N N N N N W W W W W W LOi 13+00 PARK AVE N PROFILE HORIZ.: 1"--20, VERT.• 1 "--5' CIVIL1700 NW GILMAN BLVD, STE 200 ISSAQUAH, WA 98027 PHONE: (425) 821-5038 r. m 130 125 120 13+50 i - 8»cl 1 I/ 6»DEC 1 N 88 °47'41 ' W 250.02' - - � 1 8 O D 18"DEC \ T 1013, 4- �b �12 JE � 2�ll 0"Do 0�6 I RECORD DRAWING NOTE: THIS RECORD DRAWING HAS BEEN PREPARED BY G2 CIVIL. THE INFORMATION PRESENTED HEREON IS BASED UPON A COMBINATION OF APPROVED DESIGN PLAN INFORMATION, CONTRACTOR AND INSPECTOR FIELD DRAWINGS PREPARED DURING THE COURSE OF CONSTRUCTION, AS -BUILT FIELD SURVEY INFORMATION GATHERED BY THE PROJECT LICENSED SURVEYOR OVER THE COURSE OF THE PROJECT CONSTRUCTION, AND OTHER RECORD INFORMATION PROVIDED BY OTHERS. THIS RECORD DRAWING PRESENTS ACCURATE AS -BUILT CONDITIONS TO THE BEST KNOWLEDGE OF THE ENGINEER OF RECORD AND WAS PREPARED SOLELY FOR USE BY THE CITY OF SEATTLE. ANY OTHER USER OF THIS RECORD DRAWING BEARS COMPLETE RESPONSIBILITY TO FIELD VERIFY ACTUAL FIELD LOCATIONS AND CONDITIONS AT THE TIME OF USE AND IS HEREBY ADVISED TO DO SO. AS -BUILT RECORD SET REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS SUBMITTED TO CITY REVISION SURVEYED: WJR 03/21/24 EDM DESIGNED: NM 05/05/23 EDM NM 04/05/23 EDM DRAWN. JAT JAT 02/09/23 NEM CHECKED: NEM BY DATE APPR APPROVED: NEM SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM _ ASPHALT SURFACE �XS�XXXS�XXXXS BUILDING -1 CENTERLINE POW CO ° CLEANOUT 0 CONCRETE SURFACE ® DECK FENCE LINE (CHAIN LINK) XX X X FENCE LINE (WIRE) FENCE LINE (WOOD) GAS LINE G HBO HOSE BIB RISER HEDGE FOLIAGE LINE 0 INLET (TYPE 1) LP 0-----❑ LIGHT POLE ►�� MONUMENT IN CASE (FOUND) • OHPT OHP TRANSMISSION LINE PST ❑ POST P ❑ POWER METER P POWER (OVERHEAD) PC~-0 POWER POLE W/ LIGHT RETAINING WALL O REBAR AS NOTED (FOUND) REBAR & CAP (SET) ROCKERY SS SEWER LINE (v) SEWER MANHOLE SD STORM DRAIN LINE TEL SENTRY ❑ TELEPHONE SENTRY SIZE TYPE ` TREE (AS NOTED) W WATER LINE WM u WATER METER NAIL AS NOTED NEV TO SOIL QUALITY NOTE ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 107. DRY WEIGHT IN BEDS, AND 57. ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO &0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: A) THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 357. BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE SECTION C.2 ON -SITE BMPS 1211212016 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL C-100 CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. B) CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEE7NG A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RA770 REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE T1PE OF VEGETATION TO BE ESTABLISHED. L I 27' MIN. 12'-15' DRI VEWA Y 1.5' THICKENED EDGE PER C.O.R. STD 5' FLOW LINE 4" HMA CLASS 112" 64-22 6" CRUSHED ROCK NOTE. EXCAVATE TO REMOVE ANY UNSUITABLE SOIL DRIVEWAY SECTION CITY OF RENTON Planning/Building/Public Works Dept. NTS N O N N M O H LU G O U LU H J m Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS BERGMAN SFR SITE GRADING, DRAINAGE, & UTILITY PLAN AS-BUILTS rr 'H V J DATE: z 03-21-2024 Q FIELDBOOK: - PAGE: - i I� DRAWING NO: LU SHEET: 3 OF: 6 W