HomeMy WebLinkAboutP_AsBuilts_190107_v1.pdfi
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1. EXCAVATE TO THE ELEVATION OF THE FREE -DRAINING
\
SAND OR GRAVEL BASE.
SPECIFICATIONS THAT SIDES OF FREE -DRAINING BASE. SPECIFIC
THE SPE
2. PREVENT SEDIMENT AND RUNOFF FROM ENTERING BED
\
DURING CONSTRUCTION.
UTILITY CONFLICT NOTE '�
V
30
��--- -- -
6"THKPERMEABLE CONIC.
4. AVOID OVER -COMPACTION BY RESTRICTING ACCESS TO
r,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
I
STRIPS OF FABRIC AT LEAST 24"
EXB
r--
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o
STORAGE RESERVOIR (CLEAN ROCK, MIN 4010 VOIDS)
DOWNSPOUT TIGHTLINE CONNECTION
0)
DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY
LEAST 12 INCHES HIGHER THAN FINAL GRADE OR
DRAIN #3 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS
\
DEPTH AS NECESSARY TO REPLACE EXG
STEEL PLATES OR AGGREGATE BASE MATERIAL). FINAL
M
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR I
r
BACK AND TRAVELING ON PRELIMINARY GRADE AS FINAL
(� cI' \
COMPACTED SOILS 18" MIN, (TO BE EVALUATED BY
WEARING COURSE SLOPE PER PLAN
6. TO PREVENT COMPACTION WHEN INSTALLING THE
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND I
_ ..:
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GEOTECHNICAL ENGINEER)
AGGREGATE BASE IS DUMPED ONTO THE SUBGRADE FROM
d-
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY
OO
W \
' - '
DOWNSLOPE END OF PERMEABLE PAVEMENT
oCONIC
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS I
PVC SDR -35
BAND BETWEEN
- ' S PER
PAVEMENTS PER COR
I \
SUBSURFACE WATER STORAGE AREA
ADJACENT HARDSCAPE
PVC SDR -35
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF i
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STD PLAN
S2
STORM
W
CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS
8.4000
428.14
\
(4"-36")
6.0000
�- -
PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
8.84
AS BUILT EDGE OF PERMEABLE PAVEMENT
o ►'r7 \
PVC SDR -35
DI Class 52
W1
STORM
(4"-36")
12.0000
12.5000
426.43
WATER
F-
434.4 MATCH EXG GRADE-,,�.
6.9000
424.36
`
-
Q
\
PVC UNDER PAVEMENT
�'I.I
- - _
- - -
\
TO BE SOLID WALL,
STORM
(4"-36")
12.5000
1
WATER
PERFORATED, & WRAPPEDSUBGRADE
-
1E(?4)
SLOPE TO
423.25
2.21
35.14
IN GEOTEXTILE FABRIC (TYP)
FlEI-
MATCH SURFACE SLOPE
\
\
IMPERMEABLE CHECK DAM
PVC
'
CONIC BAND AT US PER
CONC OR EQUIVALENT
6" SAND FOR TREATMENT
DAM SLOTTOLID
ED UNDERDRAIN
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1. EXCAVATE TO THE ELEVATION OF THE FREE -DRAINING
\
SAND OR GRAVEL BASE.
SPECIFICATIONS THAT SIDES OF FREE -DRAINING BASE. SPECIFIC
THE SPE
2. PREVENT SEDIMENT AND RUNOFF FROM ENTERING BED
\
DURING CONSTRUCTION.
GEOTEXTILE PER GEOTECHNICAL ENGINEERS
XG B I ARE PART OF THIS DETAIL. RECOMMENDATION. OVERLAP ADJACENT
3. COMPACT UPPER 12" OF EXISTING SUBGRADE SOIL TO
30
ENSURE 90-92% STANDARD PROCTOR
l .
4. AVOID OVER -COMPACTION BY RESTRICTING ACCESS TO
100
THE AREA FOR MATERIAL STOCKPILING & HEAVY
STRIPS OF FABRIC AT LEAST 24"
CONSTRUCTION VEHICLES
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5. FINAL GRADING SHOULD BE COMPLETED BY MACHINERY
DESIGN SPECIFICATIONS:
OPERATING ON A PRELIMINARY SUBGRADE THAT IS AT
r
LEAST 12 INCHES HIGHER THAN FINAL GRADE OR
DRAIN #3 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS
STRUCTURES TO DISTRIBUTE EQUIPMENT LOAD (E.G,,
CY)
STEEL PLATES OR AGGREGATE BASE MATERIAL). FINAL
co
EXCAVATION THEN PROCEEDS AS MACHINERY IS PULLING
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BACK AND TRAVELING ON PRELIMINARY GRADE AS FINAL
O
GRADE IS EXCAVATED.
ERVIOUS PAVEMENT
6. TO PREVENT COMPACTION WHEN INSTALLING THE
2" 0 IE(N) = 432.2
�'��'g'1 BASED ON THE FRACTION PASSING THE #4 SIEVE.
AGGREGATE BASE, THE FOLLOWING STEPS
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(BACK -DUMPING) SHOULD BE FOLLOWED: 1) THE
IE(S) = 4+1-19.42" 0 431.84 3. THE POROUS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10
AGGREGATE BASE IS DUMPED ONTO THE SUBGRADE FROM
427.55
THE EDGE OF THE INSTALLATION AND AGGREGATE IS THEN
INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY
\ COR STD PLAN 261.00 (CONC) PUSHED OUT ONTO THE SUBGRADE; 2) TRUCKS THEN
USE SPLASHBLOCKS TO 6" MIN COMPACTED DEPTH NON -WOVEN GEOTEXTILE ON BOTTOM & DUMP SUBSEQUENT LOADS FROM ON TOP OF THE
I E
DIR CT FL AMC0WS FROM DS TO o SAND (30% POROSITY} PER
TRACT
\
6
PERMEABLE PAVEMENT
SPECIFICATIONS THAT SIDES OF FREE -DRAINING BASE. SPECIFIC
THE SPE
2117.16 SQ FT
\
70-100
GEOTEXTILE PER GEOTECHNICAL ENGINEERS
XG B I ARE PART OF THIS DETAIL. RECOMMENDATION. OVERLAP ADJACENT
0.05 ACRES
30
�
l .
2-25
100
<4
STRIPS OF FABRIC AT LEAST 24"
<2
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\ � ' NEW 15 LF 4"0 PVC SDR -35 '
DESIGN SPECIFICATIONS:
PAVING SUBGRADES DURING WET OR SATURATED
• \
i - DS ----------------------- ----� - _ -- -
f � ---------` - ------'- -----
DRAIN #3 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS
007
\ , ,
I
STA n 10 ',"�-10+80.$3,100.$1L CONCRETE SURFACE.
®
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- L ___ _ 51 LF 4" 0 PVC PIPE I I
')
RIM= 435.40 2. THE FREE DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 SIEVE)
I
ERVIOUS PAVEMENT
I
- - - __ - -
I ,
2" 0 IE(N) = 432.2
�'��'g'1 BASED ON THE FRACTION PASSING THE #4 SIEVE.
®
PER DTL VC3 .
- -- -- - __ - _ - -
IE(S) = 4+1-19.42" 0 431.84 3. THE POROUS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10
O \
427.55
433.50
INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY
OO
6.2750
' - '
66 4 FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
I I , - 0.99% (TYP)
00 GONG BAND AT I i ; LF 12" 0 PVC PVC Pipe @?4646 CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE
I US PER COR STD I CONNECT DS ON REAR OF
® °\° r BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT
® l -PLAN 261.00 BUILDING TO CONVEY I ,
STORMWATER TO i ONCE FROM A 5 -GALLON BUCKET, IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS
TABLE 1
SAND MEDIUM SPECIFICATION
US SIEVE NUMBER
PERCENT PASSING
4
95-100
8
70-100
16
40-90
30
25-75
50
2-25
100
<4
200
<2
rr
_1H__ \11.83%
; LOT 2 PERMEABLE PAVEMENT i
1 OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF
W
I -J-
5090.08 SQ FT r
ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6 -INCH RING SEALED AT THE BASE TO THE
m
Outside
l 33.00 43 .69 ' 0.12 ACRES 5.2'
\ PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION.
BEFORE APPLICATION OF THE BASE AGGREGATE OR
\ 433.50 i
LOT 8.3'
\
, PERMEABLE PAVEMENT
Z
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\ � ' NEW 15 LF 4"0 PVC SDR -35 '
�
\ C3 NTS
PAVING SUBGRADES DURING WET OR SATURATED
O
, UNDER SEPARATE PERMIT FF = 433.50 �
\
FEET) AND CANNOT BE COMPENSATED FOR BY SHALLOW
WISOOS CREEK SWDUj I
\
W
r
RECONNECT'EXGCROSSING
HOUSE TOINEW
TABLE
Z
WATER SERVICE LINE
\
CONTRACTOR MUST OBTAIN A GRAIN SIZE ANALYSIS FROM
STORM
THE SUPPLIER TO CERTIFY THAT THE SAND MEETS THE NO.
12.0000
100 AND NO. 200 SIEVE REQUIREMENTS. (NOTE: STANDARD
427.55
433.50
(4"-36")
CHECK DAMS PER PERVIOUS PAVEMENT DTL 11C3 32.75 , USE SPLASHBLOCKS T DIRECT FLOWS FROM DS TO- = \ , '
CB NOTES • . 6.4 FT SPACI G BETWEEN DAMS I
PERMEABLE PAVEMENT 51 LF 4" 0 PVC PIPE
1. CB PER COR STD DTL 200 UNLESS OTHERWISE INDICATED ON ! \'
THESE PLANS. EXG 8 LF 4t PVC sr,�� Lds-- __�______________\
I ------------------- - -
B STUB -
2. CB INSTALLATION PER GOR STD DTL 202 UNLESS OTHERWISE SIDE SEWE CONNECT NEW -�-D -"° �--� ----� --- ff -i
INDICATED ON THESE PLANS. o,`' HOUSE TO NEW / _ -\
CONIC BAND BE EEN PAVEMENTS R0°�° � /
PER CR STD PLAN 261.00 ) WATER SERVICE LINE i
1 CB # 3_ - - -- -- - STA 10+81.70, 34.40L -- N
•- - - - - / YARD Y-DRA14
TYPE CB, FRAME & GRATE � - - -- -- - - - - 1
"A 404-8941 4 "117
STA 10+3.50, 32.90 NEW DOMESTIC WATER SERVICE YARD DRAIN #1
/ { CONNECTIONS AND METERS UNDER 430 53
_ 431.57 RIM 9 � '�� �� " �
SEPARATE PERMIT WI SODS CREEK SWD 433.33 RIM =•4338$ / 1>=�nn - tin �� �7 a
_ - 42 .19 IE(S,12"0) =88� (M Irvin*; 12 0 43 .18 I - 43Q 53 4"
TEL - - - - NEW FH
� e _ (S) Ir`nr� �n��n 12" Q� 42 .$3 \
e - 43 0In \
AGGREGATE BASE AS THE INSTALLATION PROGRESSES.
Pipe ID
7. AVOID SUBGRADE PREPARATION DURING WET PERIODS
Size
(SOIL COMPACTION INCREASES SIGNIFICANTLY IF SOIL IS
Invert
WET).
Pipe Material
& IF MACHINERY MUST ACCESS THE FINAL GRADE, LIMIT THE
Outside
ACCESS TO A SPECIFIC TRAVEL WAY THAT CAN BE TILLED
Separation
BEFORE APPLICATION OF THE BASE AGGREGATE OR
PLACE HEAVY STEEL PLATES ON SUBGRADE AND LIMIT
Elevation (ft.)
TRAFFIC TO THE PROTECTIVE COVER.
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NOTE: ALLOWING HEAVY MACHINERY ON PERMEABLE
L0
PAVING SUBGRADES DURING WET OR SATURATED
O
CONDITIONS WILL RESULT IN DEEP COMPACTION (OFTEN 3
(ft )
FEET) AND CANNOT BE COMPENSATED FOR BY SHALLOW
TILLING OR RIPPING SOIL (BALOUSEK, 2003).
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SAND SPECIFICATION:
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THE SAND MUST CONSIST OF A MEDIUM SAND MEETING THE
SIZE GRADATION (BY WEIGHT) GIVEN IN TABLE 1. THE
J
CONTRACTOR MUST OBTAIN A GRAIN SIZE ANALYSIS FROM
STORM
THE SUPPLIER TO CERTIFY THAT THE SAND MEETS THE NO.
12.0000
100 AND NO. 200 SIEVE REQUIREMENTS. (NOTE: STANDARD
427.55
BACKFILL FOR SAND DRAINS, WA. STD. SPEC. 9-03.13, DOES
(4"-36")
NOT MEET THIS SPECIFICATION AND DO NOT USE SPEC
6.2750
9-03.13 FOR SAND FILTERS.)
6.61
Crossing
®
Pipe ID
Pipe Material
Size
Outside
Invert
Pipe ID
Pipe Material
Size
Outside
Invert
Separation
Number
Diameter (in.)
Elevation (ft.)
DATE
Diameter (in.)
Elevation (ft.)
FIELDBOOK: BOOK
(in)
PAGE: PACE
(in)
(ft )
PVC SDR -35
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SHEET: 3 OF., 7
PVC SDR -35
S1
STORM
(4"-36")
12.0000
12.5000
427.55
SEWER
(4"-36")
6.0000
6.2750
420.41
6.61
PVC SDR -35
PVC SDR -35
S2
STORM
(4"-36")
8.0000
8.4000
428.14
SEWER
(4"-36")
6.0000
6.2750
418.77
8.84
PVC SDR -35
DI Class 52
W1
STORM
(4"-36")
12.0000
12.5000
426.43
WATER
(4"-54")
6.0000
6.9000
424.36
1.52
PVC SDR -35
Concrete
W2
STORM
(4"-36")
12.0000
12.5000
426.69
WATER
(6"-72")
12.0000
17.0000
423.25
2.21
.75
431.59. 5884 46 E 85.00
12" AC (REF) - EXG CORRUGATED -HDPE PIPE 43� 35 ° ° -
- - = 21.9 1 11. -- . 61= _.. _ . d °� ... ° ' ° °. a 23,4 F 12" PV 1.84
-OHP �. -s- 6f�tt�✓= L 12"SDR-35 ° _: C Pipe @z?b54fr-
a ATL°_
r ----��12T' UGP. d ° ° TSL .. - \
- - - a. ° ° UGP =-- USP a__ ° 432
°
_ ° °A ° ° 1
W- a - - \ W_____ UGP IE =#3�'9z'� .28
\
6" REF - a ° . W- - j - \-- W- - ---W ��\ / -- OH - OHP ---
. � „--- � /% l --- P OHP OHP
_ . cn a_° W _ OHP -
4
4 -- - - - - - - \ j - - - ----- OHP
0 Y �I OHP
- _ - - - - --_ - - -j � �1, a / ��\�70.1 1.2896 �/ice p p
�'�� ALF 2 SDR11+0
-35 @�86%- ��/�
IE = 427.77. °
30.2-''9 LF 16" DIP
1 1.95% / CONTRACTOR T ENef
1 1.5' VERTICAL SEPARATIONCONTRACTOR TO ENSURE /
BETWEEN STORM & WATER / / 1.5' 165 VERTICAL SEPARATION / . 12" SDR -35 @
16.5 16.85% i
9+60 / V)' / BETWEEN STORM & WATER .
- _88 04 4S 1 6
6 E 26 H ST.
0 • 0 11+00
1.1+19
.
--- -- -- �- r- / / /
S- S - --- -- - - - ----- - --
EXG CB S
EXG SSMH STA 10+01.20,17,15L �� CB#1 i �S•\ -5--- -S` _ -S-- �S _ --
STA 9+63.26,6.97R' RIM 430.41 TYPE 1 CB, FRAME & GRATE - S . _S_ ' _ S \ \ -` S �- - S --- S - �-� --- S- - -S-
STA .,,.,,� �„ A� „�, 10+7.65,13.56L (FC) -S -
RIM = 428.75 IE(N) = 425.56 6" 0 PVC ' TYPE 1 CB, FRAME & GRATE
INV(E) - 415.1210 PVC IE RIM =9- 430,48 STA 10+11.93,12.08L (FC) \.
( ) - (W) = 426.17 CORRUGATED HDPE PIPE
\ (RAISE RIM TO MATCH NEW GRADE) IE(W,16" X26.428.36 1 RIM m438-33433.25, \ \ .
\ 12 0 - \ E(W,12"0) �9 58- � \ .
"� _ I 1
IE(E
!E{#W-12'0) X9.58} \
' 3E(N}� 430.4 - _
-. IE(NE,12"0) = 4 - ----- - --- -----
_ - - -- -
77
--D -- - -D -
-
--f-
TED -40-3970
_-__ D
- - -D- - _ D- - -D- -D -
- - --.-
- - ---- IN COMPLIANCE WITH CITY OF RENTON STANDARDS
N-
� I
W E �l
GRADING, DRAINAGE, & UTILITIES PLAN C�
10=10,
S
1 AS -BUILT AEP 06/2812019 SURVEYED: SCALE:
VERTICAL- NAVD 1988
• CITY OF KL
SCALE HORIZONTAL NAD 1983/183/1 997
°�'G"�° LALLY'S SHORT PLAT
R
DRAWN: ENTON
KL A ONE INCH
CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. GRADING, DRAINAGE &
AEP IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITIES PLAN
F --
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0-
F_
Ir
TO
+
DATE
08/03/2017
(n
FIELDBOOK: BOOK
VJ
PAGE: PACE
DRAWING NO:
C3
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SHEET: 3 OF., 7
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TEL — -- TEL —
— OHP
MATC bt1 DITCH
W RIPRAP PER TABLE 4.2,2.A 1
m OF THE RSWDM (TYP) CH EXG GRADE 30.2%*LF 16" 0 DIP @4�2� .r.
C STA 9+70.80,10.16'L 1.95% STA:V+05 (FC) 1 o MAT
G START OF ROAD TRANSITION 1 BEGIN FRONTAGE IMPROVE ENTS PER CB#1
1 R, 5@4.9 4.
-� 9+60 DTL 2/C4 MATCH ELEVATION/&LOCATION 12" �1 PVC SDR -35 @:?9
._ ' y 1.28%
Z — —1 - OF EXG IMPROVEMENTS
GRAVEL SHOULDER PER C7 ----- - - - - — --
1.
_ -s--s—•\\S,- =sem.
EXG SSMH STA 10+13:4kt3.00'L (FC) — \
STA 9+6.26,6.97R - C/L OF NEW DW STANDARD CON&RETE \ \ CENTS
RIM = 48.75 DRIVEWAY ENTRANCE - PER COR STD
INV(E) = 415.1210" PVC \ PLAN 104.1 & 104.2F-7
\
431.05
MATCH EXG GRADE
430.64
MATCH EXG GRADE
V ASPHALT —
TRANSITION
TO EXG D/W
430.13
MATCH EXG GRADE
— 'D-
1 S/W TRANSITION
C4 NTS
Qw
Z
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W
430
425
9+80 10+00
PROFILE AT CURB SE 164TH ST
SCALE: 1 = 10' H ; 1":2' V
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF
CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS
PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
GRADE LANDSCAPING TO EAST OF SIDEWALK AT
0.0% GRADE FOR 1.0 FT THEN DOWNWARD AT A
GRADE OF 3:1 TO MATCH EXISTING GRADE, FILLING
N EXISTING D{TCH.
RIPRAP PER TABLE 4.2.2.A
F THE RSIDM (TYP)
16.5 v V 18.85% MATCH EXG GRADE j
1 SE
16
RST'
�
11+00 11+19 �
PER DTL 2/C4 MATCH.
LOCATION OF EXG IM
N
W E FRONTAGE IMPROVEMENT PLAN - SE 164TH ST
SCALE: 1"=l
S
m
AS -BUILT
REVISION
AEP 06/28/2019 SURVEYED.
DESIGNED:
KL
DRAWN:
KL
CHECKED:
AEP
BY DATE APPR APPROVED:
SCALE:
430
425
11100-02
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAW 1988
HORIZONTAL NAD 1983/1991
DATUM
VERTICAL CURB &
GUTTER PER COR
STD DTL 101
HMA 4" THK ASPHALT CLASS TYPE 1/2
W/6" CRUSHED ROCK BASE
COMPACTED TO 95% MODIFIED
PROCTOR
AS -BUILT NOTES:
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON
INFORMATION PROVIDED TO APCE BY TOUMA ENGINEERS &
LAND SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM
WHAT WAS SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT
PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE
ELEVATIONS ARE NOT REFLECTED IN THIS PLAN.
01
PROOF -ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS.
OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE
COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN.
SE 164TH FRONTAGE IMPROVEMENTS
NTS
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
VARIES
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a a
un z
ez
m
F��1 Ur a
Z N
Lr'1 cT
cn
WW
�W
Z
T � Z M
_I M
E
8
N
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LALLY'S SHORT PLAT
FRONTAGE IMPROVEMENTS PLAN
08/03/201
FIELDB"K: BOOK
PAGE: PAGE
DRAWING NO:
C4
CL?
CU
Ln
0
0
O
CL?
T
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STA �11!77.93,12.,;
433.25 RIM -489.09
i
[C:
STA 4Q! 9549,
.. 10+7.65,13.56L
RIM =4*Q4- 4110.48
IE(NE) 429.50w
';
28.36427.29
:.1
28 LF 16"0 DIP (d 132
r
_
�..►i'�///������rrWi
_A......r�///ttt
''j•'�ri
►, :T •' ' '' fir,:
I'
r
rr�
■■�(EXG)
12" AC WATER PIPE
m
AS -BUILT
REVISION
AEP 06/28/2019 SURVEYED.
DESIGNED:
KL
DRAWN:
KL
CHECKED:
AEP
BY DATE APPR APPROVED:
SCALE:
430
425
11100-02
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAW 1988
HORIZONTAL NAD 1983/1991
DATUM
VERTICAL CURB &
GUTTER PER COR
STD DTL 101
HMA 4" THK ASPHALT CLASS TYPE 1/2
W/6" CRUSHED ROCK BASE
COMPACTED TO 95% MODIFIED
PROCTOR
AS -BUILT NOTES:
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON
INFORMATION PROVIDED TO APCE BY TOUMA ENGINEERS &
LAND SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM
WHAT WAS SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT
PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE
ELEVATIONS ARE NOT REFLECTED IN THIS PLAN.
01
PROOF -ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS.
OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE
COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN.
SE 164TH FRONTAGE IMPROVEMENTS
NTS
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LALLY'S SHORT PLAT
FRONTAGE IMPROVEMENTS PLAN
08/03/201
FIELDB"K: BOOK
PAGE: PAGE
DRAWING NO:
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