HomeMy WebLinkAboutR-376235A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
120TH AVE. S.E.
STA. 12+97.50 TO STA. 13+83.00
SIDEWALK AND LANDSCAPE STRIP
r TRACT A'
'r SLOPE TO POND. SEE CROSS }
' SECTION! SHEET DT -01 (STORM DRAINAG ) ' I
_..__..... i
60' EXISTING R/W
fit
Is C8 f7A, i
SEE SHEET PN-01cn
LLJ
of.t , _.
12+82.58. 9.91
SEE SHEET PN -01 mm- Q
C8 #11, TYPE 2-48"0_ _ I < a
STA 12 - --_- 18=22' LT-
-- � Z
ROTATE STRUCTURE 180' -` C8 #G, TYPE 1 -, -- ,^ W
`,`.. ,T�//y� = W/ THRU CURB INLET -- -, - - .� ADAC RAMP #A1 SEE g
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KEY MAP
�► 5' SIDEWALK �-
I �
CS) LF, 12"0 SD ALLOWABLE PIPE MATERIALS
.£ i' ! L
1. REINFORCED CONCRETE PIPE
R
N =35 1
fr1 C,.r-Y 18.5 4* LF, 12`00 SD 20.7 LF, 12"0 SD -fi- -
o 3+ - - - I -t �I �- 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
Z• i
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP
PROPOSED WATER
All 4. CORRUGATED POLYETHYLENE PIPE (CPEP)
5' SIDEWALK ( NOT FOR MAIN CONVEYANCE)
INTX
,.�.`'..--------------- ------------- I STA. 14+77.42, ROAD A
.............................. ......-----.................. ..�y�._.�::.. .. ..... R=35' + = STA. 52+20.00, 1 0TH AVE S.E.
02
+ �-�
...► ,,.ir+fa"rr"�r'irrir_'n"` - '' .. ..............•-----------... ....... ....... ...---......... .. .. .---- `♦-----�
Y
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- - ADA RAMP �3 SEE _
• -.�:-- -- _ R25' �� ce #4 DRIVEWAY APPROACH TABLE
-� - SHEET RD 04 -
0 : - - - - - ; - • - "'""'
10' PRIVATE JOINT
TR -A
JOINT UTILITY
TRENCH (TYP.)
\
STOP SIGN
SEE SHEET RD -03
a
509.52
16
STA.=12+42.299 10.00' RT.
509.36
(LIMITED RESIDENTIAL ACCESS
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UTILITY ESM'T. (TYP.)
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1
tt3 f5, TYPE 1co
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N
C8 #13, TYPE 1
W/ THRU CURB INLET
I
CD
TG=510.26
IE=5M.27, 6*0
1
STA RT
AND BI-DIRECTIONAL GRATE
STA RT
13+72.7'9, 9.42'
"
6"0 S.D. O 0.57 1 MAX.
FROM WK OF
14+32.399 10.95w
MIN. (TYP.) SIDEWALK (TYP.)
Co
Co -4I�- LF, 12"0 SD(
-
OFFSET
FOR CLARITY
TG=5M.51
TG=50x.04 40.2
_ _ CB 39
1 6
PVI ELEV: 503.85
IE=502.46, 6"0
17
IE=502.15, 6*0 ADA RAMP #4 SEE
SHEET RD 04
o
I + + SEE SHEET RD -03
LOT f
STATM - OFFSET - ELEVATION
TR -A
STA. =14+016.09, 10.00' LT.
504.59
1
STA.=12+54.379 10.00' LT.
509.52
16
STA.=12+42.299 10.00' RT.
509.36
M * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01
CONNECT 6"0 SD TO D(. ROOF DRAIN I !I � LO
SYSTEM CONTRACTOR TO VERIFY SIZE,
LOCATION AND DEPTH PRIOR TO � 2OTH AVE. S.E.
corrsrnucTior� R ADA _ __ SHEET _ _- _ _ _ _
n
SCALE: 1 "-2°' HOW.
1 "=5' VERT.
20 10 0 20 40
STORM NOTES:
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL
BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION.
COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE
DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE
REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
BUILDING PERMIT FOR EACH LOT.
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED
MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER
THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS
COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM
CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE
APPROVED PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL
BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND
DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL
CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID
DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN
THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF Ir1Y KNOWLEDGE T.
THAT THE INFORMATION SHOWN HEREON REFLECTS THE � rr
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
MID/OR SURVEYING PRACTICE. '
Z/►CW1fiY T. I.ENNON, L.S. N0. 44925 �u �
DATE:
%txncAL: NAND i m
HONZOWAL: NAD 1983/1"1
DATUM
A CITY OE
� PENTON
Planning/Building/Public Works Dept.
520
515
510
505
NEQUT-41
495
rr
CHECKED FOR COMPLIANCE TO CITY STANDARDS
R Y L E E' S PLACE 01/05/201
mm
ooK:
ROAD AND STORM PLAN AND PROFILE DIV~ NO:
RD -02
SHM: OF:
10 22
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PVI STA: 14+20.25
PVI ELEV: 503.85
PVI TSTA: 13+08.47
LP STA: 14+32.77
520
PVI ELEV: 510 55
515 LP ELEV 504.22
K: x.26
�, INT'X
FSP ;STS 12+7Q.
HP ELEV: 509.8
LVC: �D:
.- ROAD A
STA. 14+77.4,
0
K: 16.67
N M
N M
Lo � = STA. 52+20.00, 120TH AVE S.E.
0
VC: 125.00
+ o ELEV: 504.95
0
�N
��
+�
+U)
1* to
515
'�'
u�
�
510"..
�..
n
N ••
w
PROPOSED GRADE O
I'7 ..
w
to 3 COVER
0
w
U
EXISTING GRADE O v
to w
<
510
H-
MONO
W
Z
W
PROPOSED WATER
tt
'�
505
� ,
500
LF, 12"0
21
SD
I
6i •5
_
LF, 1O� _SD
20.7 2�
s I
I
LF, 18"'0 SD
ALF, 12"0 SD
O S 11.E
OWN
�
=AL
S0.72'
�
{
500
14L(
LF, 12"0 SID
495
s
PROPOSED SEWED 0
S .0l
CB 6 TYPE 1
W/ T IN U CURB 4ET
TYP
AND BI-DIRECTIONAL GRATE
TG=5":0 504.02
495�,
501.43
WIE= 12 0
IE=4".4.4 12"0 4".44
501.07
SIE_ 12"0
490
.
CB 11 TYP - _
t rrPE 1
4 TY E 2 - "0
ROTATE STRUCTURE 1 OCr
CB1 PEI
W/ THkU CURB INET
TG= ---E 504.96
TG=S%.56- 50.80
TG- ;Si06.53
AND BI-DIRECTIONAL GRATE
IE=408. 12"0 4od.72 NW
IE= 59I�:5� 118,00 :yAO HE
IE��B�Q-lM�3 6`00,�
TG-- 504 04
-
IE=408. 4 + 18"0 408.18 N
IE=58t-� 12*0 500• E
501.15
N IE 12"0
IE= 12 .11 N
IE- 498.4 4. 18"0 4W,16 SE
I = 1 M. W
IE= 12"0 .18 SE
12+80
13+20
14+00 14+40
14+80
SURVEYED: SCALE:
GQNSULTING ENGINEERS LLC
;:� •.
7 AS -BUILT
ESM01/05/16
-
33400 8th Avwxm South I • I � I � I
Suite 2M
• y~! �
DESIGNED: 1 =20
cd 21Mot'iaip Des MWooi s You Dig
Federal Way, WA 90003
13
www.00mcmi.com "�` •� A"_2w
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ONE INCH
CHECKED:
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N 0 . REVISION
IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCOR WIC4-Y
n
SCALE: 1 "-2°' HOW.
1 "=5' VERT.
20 10 0 20 40
STORM NOTES:
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL
BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION.
COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE
DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE
REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
BUILDING PERMIT FOR EACH LOT.
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED
MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER
THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS
COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM
CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE
APPROVED PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL
BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND
DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL
CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID
DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN
THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF Ir1Y KNOWLEDGE T.
THAT THE INFORMATION SHOWN HEREON REFLECTS THE � rr
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
MID/OR SURVEYING PRACTICE. '
Z/►CW1fiY T. I.ENNON, L.S. N0. 44925 �u �
DATE:
%txncAL: NAND i m
HONZOWAL: NAD 1983/1"1
DATUM
A CITY OE
� PENTON
Planning/Building/Public Works Dept.
520
515
510
505
NEQUT-41
495
rr
CHECKED FOR COMPLIANCE TO CITY STANDARDS
R Y L E E' S PLACE 01/05/201
mm
ooK:
ROAD AND STORM PLAN AND PROFILE DIV~ NO:
RD -02
SHM: OF:
10 22
,qg : R376235
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