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ROAD
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UTILITY IMPROVEMENTS
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ASSUILT DRAWINGS
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1 " = 30'
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RECORD DRAWING STATEMENT
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WHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO
THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING
FIELD COND177ONS AS OF J119/2019. THE HORIZONTAL POS177ON OF
U77LITY S7RUCTURES AND PIPES INDICA7FD ON THESE PLANS ARE
774E C0NS7RUC7ED LOCA 77ONS WHERE FIELD MEASUREMENTS WERE
PROVIDED BY 774E SURVEYOR OF RECORD (AXIS SURVEY AND
MAPPING) THE DESIGN INFO HAS BEEN CROSSED OUT AND 774E
CONS7RUCTED INFO HAS BEEN ADDED. 774E CONSTRUCTED TOPS AND
INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED
TO 774E PROJECT BENCHMARK AS SHOWN ON 774E APPROVED PLAN
SET. THE REVISED SLOPES BETWEEN STRUCTURES WERE CALCULATED
BASED ON 774E CONS7RUC7L*D INVERT ELEVATIONS AND MAY OR MAY
NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. 774E
BLUELINE GROUP DOES NOT CERTIFY 774E ACCURACY OF THE
INFORMA 77ON SUPPLIED BY THE CONTRACTOR AND SURVEYOR, EVEN
IF SUCH INFORMA 77ON IS INCORPORA 70 IN 774ESE AS—BUIL T PLANS
UNDERGROUND UTILITY NOTE
UNDERGROUND U77LI77ES ARE SHOWN IN 774E APPROXIMA 7E LOCA 7I0N THERE 1S
NO GUARAN 7LFE 7HA T ALL U 71L1 TY LINES ARE SHOWN, OR THAT 774E LOCATION,
SIZE AND MA 7FR1AL 1S ACCURA 7F 774E CONTRACTOR SHALL UNCOVER ALL
INDICA 7ED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO
DE7FRMINE ACTUAL LOCATIONS, SIZE AND MATERIAL 774E CONTRACTOR SHALL
MAKE 774E APPROPRIATE PROWISION FOR PR07EC77ON OF SAID FACIL177E5 774E
CONTRACTOR SHALL N077FY QYE—C&L AT 8-1-1 (WASHINGTON8I I. CQM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N
1 REVISED DRIVE WAYSr SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 1 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
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BLA NOTE
A BOUNDARY LINE ADJUSTUENT IS REQUIRED TO
BE SUBMITTED, APPROVED AND RECORDED PRIOR
TO CONS7RUC770N PERMIT APPROVAL.
LMT
4/2/18
sum j�RC}{ EVENS, PLS
SCAMLMT AS NOTED
5/22/18
OESMED:
SHAWN COOPER
LMT
6115118
SDC
7110118
°RA"" SHAWN COOPER
ONE INCH
AT t
NEE INCH
IF NOTT ONE
SCALE ACCORDINGLY
CHW
8110118
CHEcKm.
BREff K. PUDISTS, PE
BY
DATE
AP P R
BRETT K. PUDISiS, P
HOMMWAL. NO vav/inn
DATUM
91012a
CITY OF
RENTON
Plan ning/Building/Public Works Dept.
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER/APPLICANT CIVIL ENGINEER
CONNER HOMES
12600 SE 38TH ST SUITE 250
BELLEVUE, WA 98006
206.849.7057
CONTACT JIM BERGER
SURVEYOR
AXIS SURVEY & MAPPING
15241 NE 907H STREET
REDMOND, WA 98052
(425) 823-5700
CONTACT: MITCH EVANSr PLS
SITE DATA
THE BLUELINE GROUP
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
(425) 250-7247
CONTACT BRETT PUDISTS PE
EMAIL: BPUDISTS®THEBLUELINEGROUP.COM
ALLEY ADJACENT TO EXISTING
TAX ACCOUNT NUMBERS- 866350-0040, 0045, 0050, 0060, 0064, 0084,
0085, 0090, 0095, 0105, 0115, 0116, 0117
UTILITY PURVEYORS
WA TER SUPPLY.•
SANITARY SEWER
FIRE DISTRICT
CITY OF RENTON
Cl TY OF RENTON
CITY OF RENTON
SHEET INDEX
I
CV-OI
COVER SHEET
2
GN-O I
NOTES AND LEGEND
3
EC-0 I
EXISTING CONDITIONS
4
TP-O I
GRADING AND TESC PLAN
5
TD-O I
TESC NOTES & DETAILS
6
AL-0 I
ALIGNMENT PLAN
7
RE-0 I
ROAD AND STORM DRAINAGE PLAN
8
RP-0 I
ROAD AND STORM DRAINAGE PROFILE
9
RP-02
ROAD AND STORM DRAINAGE PROFILE
IO
SE-O I
SANITARY SEWER PLAN
I I
WA-0 I
WATER PLAN
12
SP-O I
SEWER AND WATER PROFILE
13
SP-02
SEWER AND WATER PROFILE
74
RD_0I
ROAD & STORM DRAINAGE DETAILS
is
RD-02
TESC DETAILS AND NOTES
76
RD-03
ROAD & STORM DRAINAGE DETAILS
17
RO-04
ROAD & STORM DRAINAGE DETAILS
I8
RD-CIS
ROAD & STORM DRAINAGE DETAILS
19
RO-06
ROAD & STORM DRAINAGE DETAILS
20
RD-07
ROAD & STORM DRAINAGE DETAILS
27
RO-08
ROAD & STORM DRAINAGE DETAILS
22
WD-O I
WATER DETAILS
23
WO-02
WATER DETAILS
24
ED-O I
SANITARY SEWER DETAILS
25
ED-02
SANITARY SEWER DETAILS
26
CP-O I
CURB PLAN
27
CP-02
CURB PLAN
BY:
BY:
BY:
BY:
R-393501
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
COVER SHEET
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
REDS«:
PAGE
OKAYING NO:
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