HomeMy WebLinkAboutR-433505EARTHWORK
SITE AREA:
PROPOSED CUT:
PROPOSED FILL:
FOUND INVERTED NAIL IN
Off, �Gl 1 CONCRETE POST, INCASED
/ SANITARY SEWER
MANHOLE
1,590 CU YD (IMPORT) / N� i RIM 400.93
/ o 8" CONC N 391.53 IE
/ 1�? s 12" CONC NE 390.88 IE
IE
EARTHWORK QUANTITIES PROVIDED ARE FOR PERMITTING / "°�'. �" 1 CONONC S W 390 9
� ' / 12" CONC SW 390.90 IE
PURPOSES ONLY, CONTRACTOR SHALL DETERMINE �� CATCH BASIN
o
EARTHWORK QUANTITIES FOR CONSTRUCTION / / / �� o. / / RIM 400.78
12" CONC SW 397.38 IE
STREAM BUFFER /E�>��`°,//
EDGE OF STREAM
SANIT SEWER MANHOLE -
RI � � RI 0.71 / � p
"CONC NE388.8_1E-/
STREAM BUFFER CATCH BASIN 12" CONC-S.W3n.61 I
RIM 400.13
12" CONC SW 397.30 IE
CATCH BASIN ��, Vv `� � / V S � � ®S �IG. AL1 GRAVFL-
RIM 398.80 F
12 CONC NE 394.86 IE Nil 5 �N �� \\ \\ / 6 / TWIN
12" CONC N 394.84 IEO N ```�► i i j I
12"CONCSW394.91IE/ �PNT \ \ �-�/ V� 1-1� / /
CD �
�, l S\(iiG: 401.11 G.r4�13
SANITARY SEWER 9 �0 l �/ / / . ° / r' /
i MANHOLE 95' \ S / a%1 / TW:397.87
i RIM 400.4 o
\ : 4 1.09 \ ! 6 5�� 2 / , �q B S . 397.87 D
i� 12"CONC NE38 IE �� �' i///. "� � l
8"PVC 8.91 IE 'ASP \ \ �/ 1i/ / ° i/ / Cf)
/ 12" CO W 388 P i \ i �i / 0 / - - _
/ ��FG: 400.92 /, a �� / I T 399.50 D
/ B® / o BW 397.62
FG: 400.88
CATC ASIN S °4 a coo
M 399.93 / 2' MSE OR BLOCK
FOUND INVERTED NAIL IN 12" C NE 395.33 IE i , / a °. / c
1 ONC SW 395.2 i c' . / � � y WALL, CONTRACTOR
CONCRETE POST, INCASED _ el° a a °-�0 DO / / /� TO DESIGN
�1 a
00 RIM: 399.82 PROPOSED MEDICAL 1
.0 FG: 399.41 OFFICE SHELL C2.1
FG: 402
a
\ 5,200 SF FOOTPRINT
FG: 399.29 • FF: 399.50 TW: 399.50
S -F 9.72 399 L FG:399.42
BW: 397.66
CO #3 j TW: 99.43
RIM:399.21 / G:30.41 / a FG:398.88 00 BW: 97.49
G: 398.89
\ 6.63% co TW 397.42 Q
SANITARY SEWER / / -' BW 397.42 T-
MANHOLE G:39 .32 \ a _
,3 FG'° FG:399.�9 O co I LS Q
RIM 398.25 8� % o
FG: 398.42 \\ o 0
12" CONC NE 386.00 IE o �-i
FG: 399.20 \ a.° ° 6
12" CONC SW 385.95 IE °
FG: 398.33 0 0 FG: 399.3� . o ° O ACCESSIBLE PARKING 1
0 ° o C6.1
FG:398.33 a
° FG: 398.54
3 FG: 398.24 ° FG: 398.60
CONCRETE F<
C4.8 VALLEY GUTTER FG: 398.24 �. ° a ° FG: 39 6 FG: 398.24
FG: 398.15 CB / FG: 2 38.38
RIM: 398.45
FG: 398.43 FG: 3 8.29
FG:398.15 FG:398.26 CO 7
WORKMAN ARLENE M.
FG:398.06 15 � RI 397.00
03230590550 I
°°
GIA ENTERPRISES
FG: 397.88
FG: 397.81 NL < 0323059097
FG: 397.83 FG: 98.08
: 398. 7
FG: 397.66 CO #4
On"FIR .: \ RI \�2-3i
CB #5
AI RIM:3 7.90
FG:397.77 �
20' SEV'-, CH�)EMENT
16"F
CB #2 i / • 9 CB #1
RIM: 397.78 _1/94
20"FI /��� / FG: 398.22 RIM: 98.05
FG: 397.95 p2olo / i
1R"FIRVG:
3 7.75 I S SHEET C4.5 FOR
W . 4.37 3�IR WALL ELEVATIONS
FG: 397.85
24" FIR W 40.00 STREAM �g5 _ /
� 48" CMP CULVERT
GRADE AT BACK OF CURB BUFF 8 389.11 IE
14"FIR z , \ ALONG THE BIO-RETENTION /- / -- j� _ _
9.397.06 °j POND TO BE SET AT TOPS
M POND ELEVATION
SANITARY SEWER MANHOLE /
RIM 396.32 W 00. W W FG: 397.70 `^//
8" PVC S 393.35 IE FG: 397.38 FG: 3_98:5& _Vr
8" PVC SE 393.38 IE
8" PVC N 3q97 IE .3 - FG: 396.33 164.55' 1\189° 37;58"W" j AAgI /
FG: 396.54 ROCKERY
0" Fir F .cam- ` 5
�j� BECK HOLDINGS LLC
FG: 396.22
30"F I l -393' - % % i , / / /ii / 0323059044
/ -392- - r" / // 8" CONCRETE CULVERT
- )NFA^1---� � �i% /// �� �/ i/ 393.561E
34,000 SF
0CUYD
O �� pF WASgj���Ol
0 O
Q Q�� TACOMA SEATTLE
46972 •wSPOKANE TRI-CITIES
°A�,s�A'crsT , ' 2215 North 30th Street, Suite 300 Tacoma, WA 98403
Know what's below. SIONAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Call before you dig. 07/21/2025
DATUM
BENCHMARK
VERTICAL DATUM = NORTH AMERICAN VERTICAL
DATUM NAVD 88 (CITY OF RENTON)
CITY OF RENTON SURVEY CONTROL POINT 2189
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
GENERAL NOTE
ALL NEW AND EXISTING POWER AND COMMUNICATION
SERVICES SHALL BE UNDERGROUND.
PROPOSED
BUILDING
PROP(
GI
MSE OR BLOCK WALL,
ONTRACTOR TO DESIGN
PROPERTY LINE
I
I EXISTING
GRADE
0.25'
Y I ORATED
FOOTING DRAIN
WALL SECTION
NOT TO SCALE
N
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
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