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- SHORT Pi AT 01; CAMAS ESTATES I1 UA04.0391
"NO PARKING" SIGNS TO BE
ERMININSTALLED°o a LOCCITY OFATIONS � A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC.8, TWP 23N., RGE, 5E., W.M.
PROPOSED 5 FT DEDICATION TO OF RENTON
THE CITY CITYes
OF RENTON, KING COUNTY, WASHINGTON
x ,n,,.,_._ x x
5 WIDE PEDESTRIAN WALKWAY 4 WHITE 1 2 61 ;� 10� )-2 j �� 27 .20
SOLID PAVEMENT STRIPE 2 . ,o I`�o E_1 " _ a � 296.26' (DEED)
zl - 2 284.91' cdc. X2 77
� � x 274 C � =3.40
I '
EXISTING EDGE OF PAVEMENT I 77.48 50.00' 42"Ce�d-P42' x 15.00'
2p I X ,�5'; 7d
gu
d o a X �� A � x o
of � +
1N091 / 0
�
PROP 8"0 DI WM L I _
N 6295.016
E 65744.896
PROTECT AND SAVE EXISTING TREES
X s� 27 m I 2.41
PROTECT AND SAVE EXISTING TREES
_
15 46LF 6"� PVC ®1.85% J v �;
I co X X 'locust ��� X2 4
LOT 1 _ � �
Z f ► 00 `n 21-,-,.
O 2 71 0
r
PRIVATE 10 UTILITY EASEMENT '6' I °' U I oo �=FF = 275.80 00 ° LOT , CD `� LOT �J `�
EX 6"� DI WM °' 00
CB 1 TYPE 2 4 o A o / _N ,Ln FF = 274.50 �'�2 X� 7f _
o o FF = 275.00
3
_ o �, � SCALE 1 20
STREET SIGN, PRIVATE STREET I iX 00 I STA: 2+2 6.�0, LT z / o .� 273.00 �� �,� L 2'
o �n 37LF 6 PVC ®1.00% 0.90
NAME TO BE DETERMINED BY 27 1 SOLID LOCKING LID X ��`� X 20' 0 10, 20' 40'
THE CITY OF RENTON 1+ oc 1 R I M = z2" 4.65 27,4. � o
SEE DETAIL SHT C6 pp Ix I ' _ O 26•pp' 47 LF 12"0 ADS O
�� IE= z�I36 IN E
_ '�� !; ? -- _ SDCo 2,8" � @ 2.13% LPL 2 �� o
- = # 2
_ - , $ SDCO 1 `L
EX SSMH 1 � # IE-270.0
I 10 IE=269.85 IE=269.0 o _� ti�
- - - _ � z�4 OT 4� N
2� 3.5
INT'X STA: 1+61.50 PLAT = - + �N �- 4.30IE=269.5 1 o FF = 274.50 � `�'
XL,
P N
STA: 7+99.99, CAMAS AVE NE �' 2� �� 2 00 4 0 �9 F�CTRARON PIPE _ _ �� 2 - xZ_ W
C DE DEDi17 I WM _ _ X2, 7 _Z o
TAD T��� ��T uE 5.40Q xIUII X N
HE I qI 'NI T} N�� R-_CORCI"�C TF T�',I,j O I cS w wAT£R QO y �w I �69.37 27 .10 CN X271.40
_ �cA 38 LF 6 IO PVC ® 2.00%
8 SS r' c.' _ 272.90 G = = o
ASPHALT WEDGE CURB I V-� 57651'so��E �� s o x272 0 2�1.40 U'
SEE DETAIL 2 I I - - �9'26 '- -4` - `' - �9, IE=269.0 - 77.g8' X - J X�
_ X L
CH„1 EIfJK TREE iIAY _ A 2• ' 1 0°3� oX`
PRIVATE ASPHALTIC CONCRETE % I FE , - Sys 5 ` fir; , X 2 0 S8 X`
PAVEMENT SECTION SEE -_ 1 5� E` z J 2 4
--- I--- CB 2 TYPE 2 72 0 5 1 o N
DETAIL z ���� �. 5'=269.26 % Ln � �, o
3 - STA: 2+74.13, 16.00, LT # , 2. ti 4+p LOT 5 o f,J�� SETT C l %C C �Y D
� ---- CB 3 TYPE 2 54 � � ^�
c4 - p FF - 274U F P, ��� �,� F1'IJC �n
o I KING LIDS (2) STA. 3+07.34, 16.00, LT 30.00, -
-- CT_�il. - �_=D =i`, RIM= 2�3-�2 _ t- <=__ SOLID LOCKING LID 30 2 X` X a.�o 2 ,1 �; �1 _-+�T�
'T Z CB#4 TYPE 1 pp� 0 90 - -
Z 0
is AIM 1
IE=
�• -i6�fr 36 I N W Z , ,
�'�2--8-Z- -
1
IE= g 36" IN (E) 2�5.9 IE= 9-UT (W) Z6 •9 STA: 3+--56?Q0, 6.41 LT X
/48p
10
PRIVATE ROADWAY SECTION S _ IE- i 4.- ff 8" IN (E)L(63-9 IE= z'f �fr 12" IN (E) .p RIM= z`' �'�2 l °� 2•o��s - 3 1� ��
IE= 268,50, 12 OUT
00 �5i
SEE DETAIL 1 - _ _ _ _ _ _ _ _ _-_ ��- _ IE= 267.50 8 IN (N) = 71 �E EROSION CONTROL NOTE
_ EX. 30�, IE , 6 IN (N, E) \
I I \ -- o CM _ _ 2�8=�) SEX \� R���2 ��4 ° INSTALL CATCH BASIN SEDIMENT PROTECTION
INTX STA. 3+21.14 Z(0g,-T(E� c r gSpyq�T� 6� 9 �X 9 4 INSERTS IN THE FOUR (4) EXISTING CATCH
I ELEV=272.57 �MH�U �� ��- ' Swq�� �s BASINS IN THE CAMAS AVE NE ROW ADJACENT
�� 1
�0 I S. � � �� � � TO THE INSTALLATION OF THE NEW 8 b DI
c; / WATERMAIN.
w 05 �, �8 2,0 BENCHMARK
> s
Q w z ---- �� - -- --- -- -- - ----- - Y M ON.- 1 �� A 2� 4
BASIS OF ELEVATION CITY OF RENTON MON.
z w ---- - LOW POINT ELEV - 272.34 - �2 #57 NW CORNER SEC. 8, T23N, R5E, W.M.
C. P'OSITIvG, I E 0
CMA - -
Q > LOW POINT STA = 3+55.94 ELEVATION-99.496 METERS-326.42 FEET
WATER QUALITY ARCH PIPE 0 C ` \
� n I PVI STA = 3+56 �, Mp N 6510.450 CALC. = N56830.947 CITY OF RENTON
o L o o w 23 LF 8'-2"x5'-9" CMP ' 100.00 VC - E E 66068.649 CALC. = E398127.629 CITY OF RENTON
o w o o PVI ELEV = 271 86
o > "' -¢-- o �, 6x2 CORRIGATIONS � � � - o co O° 1R"„
Q (D + �, A.D. = 3.80 � �1Lc� +
a- + Q; o TYPE 1 ASPHALT COATING �, N � ,� o p� N
280 o �' 2 LF-360 CMP EACH END + K = 26.34 0 �' N SSCO #1
- - -
LC)
cD Q + + � c- c�i w c� - -
w �'�� w » o OCTLw
� �o � N �_ mm N I I F- � w w �--
w -'` '' wLj
Q +I EX. GROUND CL PROFILE x > o w oOOo o LOT 5,D STUB o
w zciw cn�`' '-w o� �� SAT: 33+93.95. 6.00' T
- - - -�r - PROP C ROADWAY P!R FI '� o
275 --- _ 0 LE - Q oI IE= 269:26 6
_ _- -- - �'
.90%
_ - ---- - - --- - ~ z - - ---- ----- w
"' /
_ w T CB 3, TYPE 2, 54"0
1�_-L_L_- PROP 4 STA: 3+07.34 16.00 LT
D I WM ,
- r _ SSMH #3 _ SOLID LOCKING LID
270 --- -- -- -- _ 4 13 - I � ,- � - - - - --� - RIM=-42?82 7, _ -9
32 LF 48 0 CM 4 LF -1-2- -
_ IE=-ir36 OUT (W) 2G S -9
2 LF 36"0 CMP @ 0.0% YPE 1 ASPHALT COa ING
_ PROP 8 SS IE= `26r.58 12" IN (E) ZG-7.0
- �-
�� OP 8 SS i SLOPE - 0.0% - ; = � -� _ _ I� „
_-_.._ �J
- -- -.
0
I�JI _4 --- , � _._ -- I �--- TC 4, TYPE 1 f � �-
- - - - -265
�6.41' tT TYPE 2 72
SSMH #2 CB 2,
LT RI - �" �Z I STA: 2+74.13, 16.00, LT
STA: 2+ II 24.81, 16.00,
1, TVIE ,
L 6 � CMP (� 0.0%, '
IE �fr, 12, OUT W 2 $.S
SOLID LOCKING LID O \ SOLID LOCKING LID
L RIM= I -Hf 6 IN (N, E) Zf,B.9 �i rog 7 CC) RIM=-2�3:�2 2_13 •Co
260 �- --�- _" } - -- ---- - -- -- - --- -- -- -------- - -- -- - --- _ - IE= 36" IN �- - - - �---- ---- --- - (W) �z • i
IE= 266.25 36" IN (E) 205 -9
O N �t - co _ 00 0 N 00 coLn
N �,00 O CO r� Cr r�
�`
NI� c J r c r Jill N N N UI O O
c� N, CJ N _ - { c
N N N N N N N N N N N '�, N � N
I
1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40
4+80
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date a,
Date
Date
VERTICAL DATUM
NAVD-88
NORTH AMERICAN VERTICAL DATAM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
R- FLOWLINE RETURNS
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Gi�T�f
A A t4 �e ,♦
L LAB" `u°®
a®s2me�ue.c,u
EXPIRES :'/�3/
v
2
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O,q r-e-k 2 O0.5
STA: 3+14.14, 38' LT
273.54
R=31.00
L=48.69
Tan=31.00
A--90'00'00"
A/4
273.32
A/2
273.19
3A/4
273.24
STA: 2+83.14, 7 RT
273.20
STA: 3+28.14, 38' LT
273.27
R=31.00
L=48.69
Tan=31.00
A--90°00'00"
A/4
273.00
A/2
272.73
3A/4
272.46
STA: 3+59.14, 7 RT
272.20
SCHWEHM &
A• WA ASSOCIATES, PLLC
s
r CIVIL ENGINEERING & PROJECT MANAGEMENT
t
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is 2 FEDERAL WAY, WA 98003 Fax.- (253) 815-1701
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