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RIM=305.32' AS-BUILTS TESC PLAN
N 12" ADS E IE=297.10'
r 18" ADS S IE=297.07'
12" ADS W IE=301.19' CB STD GRT OF
I CB STD GRT RIM=304.96'
O RIM=305.12' I : 12" AIDS W IE=297.61' BRENNON LANDING(VAUGHN TRUST PROPERTY)C) 12" ADS W =301.12'
0 12" ADS S IE=301.12' ID
3 II 1 EX UNDERGROUND A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
------�� II' II I I' w TELEPHONE LINE (TYP)
r- --� Ili EX 60' 3 11 ,o•, 1 ,'
3 !w II ERGROUND
R W 31 1 POWEREX LINE(TYP) CITY OF RENTON, KING COUNTY, WASHINGTON TREE PROTECTION KEYNOTE:
L,----------
i ; TOH--T(�---------------------------------- ---- - - - - - - - -ems
1 cn II 1 II 3 f EX GAS {�--{----------------------------------- TO
�f �� �� PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS
I x I I 1 I I 1 ' z LINE (TYP) - w P(� w P(�'G) w P fr.11 w - I' w - T(uc) $ -C WHICH TREES ARE BEING COUNTED AND THOSE WITH
LLI cv I I I 3 _ 7
1714 �.OT ; LOT P uc> INSTALL NGPE FENCE. SEE I L "L R n n inL POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE
SSMH _ r,IL-L-lll\ I ! I D Evv
Da 1 a ; ' c x w Ehl R I<FRI FAA"'I1:I-I - G - c c -1i- """" a ^ j�hT DETAIL ON SHEET 10 "11" '^, ^ REFERENCE THE TREE RETENTION PLAN ON SHEETS 30 TO 31.
I (n IVI �., r1LL-L-L I \vL. L_ I _ G G I vlvrly L-/-l..i
RIM=304.56 I I w n )n I ; ; ^ ; ,,. ,�n, .TC-,^, ^ L_,T c - - - c - c
/ / I I 2 - _ _ � (O ---- --- - I V . . hv..V- Iv�� I O I - I`L vv ^Ill 'I \ ^'�"' ��` ;u^ �hS(� 1 " 1
N S NW I I I I i - - --- P(OH) (G ---- I A-) vC_�vn-' O CLEARING LIMITS 11 r�� v t., lJ- N89'58 40 W 6.40
_ __ _ _ _
ALONG NGPE FENCE -_
(NO INVERTS MEASURED) II II 13 _ --- --- ___=-N88'01'40"W 246.13'--- __ _ -- _ II - - - TREE PROTECTION FENCE
---- -
S 2J
NE 15TH ST I I I a - �~� P(OH) _ --- ---- -- PLAT BOUNDARY=== - - --- „---- 018 0"E 8.38' N88'01'40"W 1.03'
PRIVATE I I i Gs l c �1 �- G c c I i ......................... I (^ 1
I ......................................
'y_A- -_-_ I � - \ , DRIPLINE DELINEATED
_ I... a 1
,, .... i.l.....�. 304 3 , I I----�._-- -- I I SPECIAL KEYNOTE:
CB STD GRT r II I 1 I I I I
I �'.I I I I I -----_____---------------------- _---- I BLA 1 *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON
----- I ................. I...........
RIM=304.08 „ 113 --- - _ _---
I I I I _ _ _ _ 1, ^ I i1 "" n ,.n 1^ FORESTRY CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE
12" ADS N IE=301.60' ;; II I L o I __ _ r VI^.71VV
V' I I ---------- n�)nl v f f v
a I _ _ _ _ _ _ _ 0 10 20 40 CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN
EX FIRE HYDRANT 11 I I i I /' I LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM ROOT
o
PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM
CLEARING LIMITS SCALE: 1 "=20' THE TREE PROTECTION FENCE AND NECESSARY ROOT PROTECTION
1111 o
ALONG SILT FENCE RADIUS'S ARE LISTED TREE BY TREE ON SHEET 31. DRIPLINES ARE
8 II 31 NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION
.. .
I
II
II I I II 21 I . _
L u 1 II o o r -I S 3 0
SO'27'56"W 46 96 L ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC A CERTIFIED
II II I 3 a a m of I� ....... I�� 0'23' 3"E .64'� ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT
g �I �-� = - - TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF
O I I U ............•30A, �' \ \ BLA 2 RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE
I I 3
^ ^^ ---11 I ; I o I L �I j - RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION
T"^"""` L L " REPORT FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS
r,V IVI/-'1.: LKI \Lv.:L-LI \ -- Ir - _ _ a a I // SO'23'33"E 20.74'� LOCATED ON SHEETS 30
A;) ; ; ^ RE SSL ;6 I I I TO 31.
"., t I 1 2 STOCKPILE 4 \
LOCATION 3
I I 3 I I I TREE PROTECTION FENCE NOS:
o�,ll I ¢ I a I I F' •• INSTALLED PER TREE RETENTION
0 SSMH ;, I f .. z I I II SHEETS 30 TO 31 ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
,.�• ON
RIM=302.50' II I ' w• I I NECESSARY BY THE CITY OF RENTON INSPECTOR.
PLAN
�I
Q 8„ PVC N IE=290.85' II Z CONSTRUCTION SEQUENCE
> 8 PVC S IE=290.69 II I o I
it I I I W= I I ��� Q 1. PRE -CONSTRUCTION MEETING.
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
LEGEND
PROPOSED SILT FENCE
PROPOSED ORANGE
SAFETY FENCE
PROPOSED CLEARING LIMITS
PROPOSED TEMPORARY
DITCHES W/ CHECK DAMS
PROPOSED TEMPORARY
STORM PIPE
PROPOSED CONSTRUCTION
ENTRANCE '
PROPOSED CONTOURS---330----
PROPOSED KEYSTONE WALL
EXISTING TREE TO REMAIN 0
EXISTING MAJOR CONTOUR •330 • • • • • •
EXISTING MINOR CONTOUR . • • 332 . . . . .
I I / STABILIZED CONSTRUCTION z - u" c_ . ter, I 12. ACCORDANCE
^:)nl
m I � ENTRANCE. SEE DETAIL .,,- t,,..�- I1,81 w 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC WITH APPENDIX D OF THE SURFACE WATER DESIGN
= 4 ( EX POWER BOX ON SHEET 10. 8'
II Z _D a TO BE REMOVED `�� I m SUPERVISOR (MAY BE CONSOLIDATED WITH THE MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
1 I I W z L �� g REQUIRED NOTICE OF CONSTRUCTION SIGN).
" 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL
- - - - - - - SO'40 45 W 59.26
3. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE
II '- - - - - - - - - - - - - TO INITIALIZE TREE PROTECTION WALK THROUGH PRIOR THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
„ o /I N0*31'09"E 294.01' I L TO ANY ONSITE CLEARING. ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT
I I W a a' PROPOSED R W,' CONTROL STANDARDS.
31I / EX POWER POLE TO BE
I I m o �Q9 , REMOVED. POWER TO BE `'
�Y INSTALL V-DITCH W/ EX LOT 4. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE
II Q 0 Ill 3 I RELOCATED UNDERGROUND ROCK CHECK DAMS. SEE PROTECTION. 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE
II I � II // o ALONG PROJECT FRONTAGE. �',. SHEET 10 FOR DETAIL LINE (TYP) THAN SEVEN DAYS DURING THE DRY SEASON OR TWO
/�.•.
�,� 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. DAYS DURING THE WET SEASON WITH STRAW, W
11 M w w �aa ������~���~-' "'~-"'~-"'�-"' "' ••• - - - - - - - - FIBER MULCH, COMPOST, PLASTIC SHEETING OR
OOD
,. �........ 0 0'45"W 0 99'
"I '^"1_"'^ II 11 `�9� 4 6. CONSTRUCT STORM FACILITY OUTFACE PRIOR TO ONSITE EQUIVALENT.
Jl rll v LKnL I vv
^, )I I� WORK.
II I a �N 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN
II 30 3.I - _ W. ROAD A _ _N - NI 7. GRADE AND INSTALL CONSTRUCTION ENTRANCE. SEVEN DAYS.
RESIDENTIAL ACCESS
II " 0 0
II I 3 0 0 TRACT A 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR
II a BARRIER, ETC.).MORE THAN 30 DAYS
j LANDSCAPE R
44-
A9. CONSTRUCT SEDIMENT PONDS AND TRAPS. 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED
BLA 3
I I I I 3 �� o .. `� ..• .• • ••• \ AREAS MUST BE STABILIZED AND BMPS REMOVED IF
0 Ir i ""n ^^ i
a ^ ' 1 MIL-r1..,1 10. GRADE AND STABILIZE CONSTRUCTION ROADS. APPROPRIATE.
II
EX 8 SEWER I I I 3 11 PROPOSED R W 11. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR
„ I II II w-----------= -- EX FENCE TO DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH
EX 18 STORM 1 311 Do r---
BE REMOVED CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
3.5' DEEP SEDIMENT TRAP / /I
I EX 62.5' 111 �I z TO BE LOCATED AS NEED
I I
TO ACCOMMODATE 1 SO'18'45"W 78.43'
rl R W �g� I CONSTRUCTION SEQUENCING. TREE PROTECTION FENCE
DOUC;I-AS 1,,1 1hIr- EX 116 WATER I � ri SIZED FOR 1.8 AC BASIN. INSTALLED PER TREE RETENTION
n l)n1 ; ;: ;o^_11r^ ; PLAN ON SHEETS 30 TO 31
. I ' = 36.7
Al
IV Div t��vV I..11�� II II I. •. •' II '•.....I.' O ...................
3 26 LF OF TEMPORARY 96 . 9� S0'17'06"E 1.58' SPECIAL NOTE:
� �� >n 2 2 _
12" STORM PIPE II `�, NO SITE DRAINAGE SHALL RUNOFF ONTO
ADJACENT PROPERTIES. SILT FENCE
\ REQUIRED ON ALL DOWNSLOPES.
I w II
_ I�"�w-w w II
EX SHED
II I II
C B#2 t
II I I 4- TYPE.2,-48.'.'......................................... 7.. 6 5J S0'17'06"E 33.41' NOTE:
g i I �I STA=29+12.15, 15.17' RT
EX 12" STORM TO BE o I RIM=296.91ALL EX
EXTENDED TO CB#2 �i��;� a �. I IE=289.60 (12" N) BLA 4 WATER AND SISEWER ILTO B'ESREMOVED
I UNLESS OTHERWISE NOTED.
CB STD GRT ! II /00311 I :�' i IE=289.60 (12" S)
I I I I I E=289.60 (12" SW) 1
RIM=296.46
12" ADS E IE=291.51' I I 11 I (� R
311 I / =.=.r " EARTHWORK QUANTITIES
12 ADS W IE=291.51 - - = i - I w i \ T �S2'32'29"W 43.62' CUT- 3,950 CY
F A L S,-1 RV IVIBER 11 I" �0 3 i1 a I o FILL- 4,= CY
^r IN Isl.� i i P(0N) �! I REPLACE EX FIRE HYDRANT. ' .�TI9PPNC# -1,620 CY
SDMH II �(oH� I SEE DETAIL ON SHEET 25 TREE PROTECTION FENCE (EARTHWORK QUANTITIES ARE FOR PERMITTING
RIM=296.74 II I 111 I INSTALLED PER TREE RETENTION
" 3' o,�••••••••••••••••••••"•�• � •� PLAN ON SHEETS 30 TO 31 PURPOSES ONLY CONTRACTOR SHALL VERIFY
.......................................
18 ADS NE IE=288.79
II II IT.�.-.,�.� EXACT QUANTITIES PRIOR TO CONSTRUCTION.)
12" ADS W IE=291.19' I I I I _ : - 296 �i9
EX POWER POLE TO BE
- - - REMOVED. POWER TO BE 3 yI c l __ �Tw
ED UNDERGROUND l T ro P - P PLAT BOUNDARY c - X
RELOCAT41-
ALONG PROJECT FRONTAGE. N (u �� S89'54 27 E 246.51 -- tie;
oa G - [r-- - ilk O
T(UG - r�u 3) PUG) - G - - ` O v n v
a �^ 40) - ( P uc T uc) _ S89'54 27 E 5.80
m TUG - - '[((U , ..�92 ( P(UG) j )�jIL-L-Ii) i AI IAk A i v
--- -- N X __ ( - P(f1G3) T U E 1
uC FEN
�.� m r(uc P( X GAS 1 ^�)n1 ;o EXCE BR1_1�OA 'v"dlril- I
P 11 EX 60' �it� m o // - /i //--- r�u) -- qJ' GG) ` T(UG) � LINE TYP 1 EX CONCRETE I ^')"' s155n -CC
.7 w -� w _ ---T �______(___) WALL CLEARING LIMITS i CALL BEFORE YOU DIGS
w I I R W �3 w w w w�1 r c ALONG SILT FENCE
I •. I I
1-800-424-5555
I 1111 EX WATER EX FENCE
- IMETER TYP EX UNDERGROUND (nP) �EX UNDERGROUND � ma ( )1 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT
POWER LINE (TYP) TELEPHONE LINE (TYP) HKNtIZ -h D I W 199,
1, I I .•I I II I I 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT m 1 =20 + CITY OF
II II ' RENTON
RK
DRAWN:
DATUM BENCHMARK FOUND PUNCHMARK IN 2" BRASS DISC IN RK ONE INCH DATUM
FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN MONUMENT IN CASE WITH "X" AT NE 16TH ST. cHE BAT FULL SCALE Planning/Building/Public Works Dept.
BJT
" > > IF NOT ONE INCH
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH X 0.65 BELOW GRADE OBSERVED (NAD 83/11) 0.6 BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION BY DATE APPR '�'�RG^'m' SCALE ACCORDINGLY
NAD 83/ 91 NAVD 88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 BJT
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R-421207
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS-BUILTS TESC PLAN
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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DATE: = z
7/7/2023 m
FIELDBOOK: = 0
PACE: a
DRAWING NO:
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SHEET: OF: w ^L}V U
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