HomeMy WebLinkAboutS-051309g TEE RT 10 +77 NEW,54" 0 MH #C -3 LAI TO HERE I REMOVE, AND REPLACE 1 -13 -95 1 M2 3. 2" L' - �
TEE 26.03 1 -10 95 EXIS11NO ALLEY PAVEMENT N n
CONNECTION ELEV. 28.91 5 NEW CONCRE DRIVEWAYS T 27 is,6
MATCH EXIST.
6'PV 3.35 +45' TEE RT 13+
11 -10 95 36 TEE ELEV. 2 .12 AND SIDEWALK REQUIRED to D IVEWAY
TEE RT 11 +25 TEE RT 11 +70 CONNECTION LEV. 28.46 SAWCUT EXIST G PAVEMENT °n SAWCU STREET
TEE ELEV. 26.31 TEE RT 12 +29 6 "PVC 3.45+ 2 -1/2' 2 d PAVEM NT AND
TEE ELEV. 26.46
CONNECTION ELEV. 28.98 CONNECTION ELEV. 2 '07 TEE ELEV. 26.77 ' 11_13_95 TEE RT 13 +51 36 a 36 PATCH
6 "P C 3.10 +45' 6 "PVC 3.40 +45' CONNECTION ELEV. 28.37 TEE ELEIV. 27.33
BENCH MARK 11- 0 -95 11_13_95 6 "PVC 3.35+22-'/2* CONNEC, ON ELEV. 29.57 LAID O H RE E EL 1. 27.
6'PVC .40 +22 -1 2' E ELEV. 27.84
11 -13 -95 / BOTH STORM AND REFERENCE NOTE:
20 21 22 25 11-14--95 ONNECTION ELEV. 29.40
CHISLED SQUARE AT BACK OF WALK 23 24 SANITARY 6 PVC 1.50 +45' 0 RECONNECT EXISTING SEWER SERVICE TO NEW
AT NE QUADRANT INT. OF N. BROOKS 26 11_14 g FND MO 1 _15_95 7 8" PVC SANITARY SEWER IN ACCORDANCE WITH
224 WELLS AVE N 222 WELLS AVE N 216 WELLS AVE N 212 WELLS AVE N 208 WELLS AVE N 206 WELLS AVE N 200 WELLS AVE N THE CITY OF RENTON STANDARD PLAN # BO 82,
AND FACTORY E3709.50 112 WELLS AVE N DRAWING # BR 35.
ELEV. 37.04 I ( I I I I
PLAN o
Do SCALE 1" = 20' WELLS AVE N W
0
Wow zow 00 LID _ _ J 00 IWO
_ _ j� OD tb - - W �[V i t0 OW p V)
QQ W H!L 0 cli W to O MME O) N �~ U ,^ N N ,- _, Q F- W
W O „� ; - m m H- d W J d' Z (n V)
(n (n Z : I N� - ....... -m (D N N�CD _�+7 �-• �O.g. 2.� ��
40 - -- -----. < ........... .................00 ro- c0n�z�v r7w� +¢� ��.. M.��..............
(n J x EXISTING GRADE z_ +� x a z v +m
w z +Q g vv N = 00 a0�d- _V): .�.0 N
p�� �x ,� , _ _ PROPOSED GRADE ; _ x � � N N d-
w cn o w W¢3 ¢3 n ao eo ¢ F'I�
N eo 00 Hw - H-w HW,
35 w x ............... ............ r¢ w =�.. g.............. ............................... .............. :. NZ. R w (w tnz.m.. �.W.L_,.......� z �.wm............... 35
Of w V +Z (n r �Lj w 0.85%
,
0.46% _ EXISTING 8" VCP
- -- - -- -- - - - -- - - - - -- -------------------------
SANITARY SEWER -- - - - - --
------------------------------ - - - - -- ----------------------------- ---- ----- - - - - -- ---- --- - - -1 -- - - - - - -- - --
-- - - - - -- - - - - - -- ------------------------
45.1 LF
--------- 1-- i-------- -------------------- - - - - -- 269.9 LF O 0.55 %
LJ -'NEW 12" SD smos/309
IN EW 8" PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER 5
270. LF. ®. NE. 8.. PVC SAN,. . 2
25 0.50% P CO STRUCTION NO co � D°-) N i SE 8 E gE
0.9 LF O 0.51
ri ui tO 79.2 LF O 0.44% ��� of WgS�,�Sr
o M 2� o
+ + + w �~ HCr J J 2' J J ,,7 O N'd' rn n co � .... ... 20
20 + w+ w w w+ w+ w W w w w w w <0 QON � 17084
+ + + + + + + + rn :QN +0D Q� mw+ W+
V) VV) N V) N (n m N (n M V) M (n '� (/7 ,+j H M N = N �e W W W W W W ; W LiJ W W W V) '`� M M (n y to ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q Q - U : U U U ° Q °_ LLJ N S�ONAL Vto U) V) V) V) ~ ~ ~ - !- H - F - F- - H _ H IL Q J . O J H J O J > Q J (n V) V7 V) V) (n V) V) V) U) V) V) V) (n (n V) (n (n V? V) V) 7 m W w W V) W L� W CD W ........ . ........11 +00............. 12 +00 ........... ............................... 13 +00 ............ - ............................. 14 +00 .................. ..........................15 +00
PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON
4tCK D�, SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
AS -BUILT CERTIFICATION 1" = 5' V 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 SEATTLE, WA 98103 -8090 ALLEY BETWEEN PELLY AND WELLS
r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS (206) 632 -2664 ecw -L FROM STA 10 +50 TO STA 15 +00
m SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: RE B DATE: 6/26/95
�s RECOMMENDED FOR APPROVAL
23613 FILE NAME:
ME OR UNDER MY DIRECTION.
J'gf rE9
L F.D. RINGEL LS. 23673
DATE- /° zz -96 PLAN REVEw DATE DRAWN: DPH
CHECKED: SCALE: AS SHOWN FlE1D BOON: PAGE
E%P,nES B /it /4j APPROVED: SHEET: 9 OF: 37
SEWER UTILITY DATE
NO. REVISION BY APPR. DATE
t
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PELLY AVE N
FND MO
913 N 2ND ST
912
N 2ND ST
ET 11 -14 -95
6
225 PELLY AVE N
223 PELLY AVE N
217 PELLY AVE N
215 PELLY AVE N
211 PELLY AVE N '
1 SET 11- gk3Q�1,
H C-4
.INV
ELEV.27.78
7
6
5
4
3
2
11x14 -95
E.INV
ELEV.27.81
117 -15 -95
6'
VC 3.40 +45'
"PVC 3.30 +22 -1/2'
11-10-95
11 -13 -95
11 -13 -95
"PVC
11 -13-
"PVC
5
CONNECTION
ELEV. 30.00
H —CONNECTION
ELEV. 29.48
6"
VC 4.25 +22 -1/2'
6-PVC 4.50+(2)22--1/2*
6 2.25+ 5'
6
10 +45'
ELEV. 27.35
RIM 33.74
TEE ELEV. 27.90
C
NNECTION ELEV. 28.64
CONNECTION ELEV.
29.19
CONNECTION
L V. 29.21
CONNECTION
ELEV. 29.17
TEE
LT 13 +53
CD
IE 27.86 N 8"
E LT 14 +60
11_1
-95
ELEV. 26.32
TEE ELEV. 26.47
TEE ELEV. 26 9
TEE ELE
. 27.16
z
IE 27.86 S
O
DO
6 "PVC
2.90 +45'
TW LT 11 +27
TEE LT 11 +71
TEE LT 12 +67,
TEE LT
3 +20
NEW-12- STORM
DRAIN
N
ST
14 +20
CONNECTION
ELEV. 28.87
ST
14 +15
J
NEW
54" 4 MH #C -4 w
w
TEE ELEV.
26.04
S
MH 4
"
°
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33.49
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26.3
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CONNECTION ELEV.
29.19
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5.82 W 12'
RIM
34.04
z
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124+00
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TO HERE
Q
g TEE RT 10 +77 NEW,54" 0 MH #C -3 LAI TO HERE I REMOVE, AND REPLACE 1 -13 -95 1 M2 3. 2" L' - �
TEE 26.03 1 -10 95 EXIS11NO ALLEY PAVEMENT N n
CONNECTION ELEV. 28.91 5 NEW CONCRE DRIVEWAYS T 27 is,6
MATCH EXIST.
6'PV 3.35 +45' TEE RT 13+
11 -10 95 36 TEE ELEV. 2 .12 AND SIDEWALK REQUIRED to D IVEWAY
TEE RT 11 +25 TEE RT 11 +70 CONNECTION LEV. 28.46 SAWCUT EXIST G PAVEMENT °n SAWCU STREET
TEE ELEV. 26.31 TEE RT 12 +29 6 "PVC 3.45+ 2 -1/2' 2 d PAVEM NT AND
TEE ELEV. 26.46
CONNECTION ELEV. 28.98 CONNECTION ELEV. 2 '07 TEE ELEV. 26.77 ' 11_13_95 TEE RT 13 +51 36 a 36 PATCH
6 "P C 3.10 +45' 6 "PVC 3.40 +45' CONNECTION ELEV. 28.37 TEE ELEIV. 27.33
BENCH MARK 11- 0 -95 11_13_95 6 "PVC 3.35+22-'/2* CONNEC, ON ELEV. 29.57 LAID O H RE E EL 1. 27.
6'PVC .40 +22 -1 2' E ELEV. 27.84
11 -13 -95 / BOTH STORM AND REFERENCE NOTE:
20 21 22 25 11-14--95 ONNECTION ELEV. 29.40
CHISLED SQUARE AT BACK OF WALK 23 24 SANITARY 6 PVC 1.50 +45' 0 RECONNECT EXISTING SEWER SERVICE TO NEW
AT NE QUADRANT INT. OF N. BROOKS 26 11_14 g FND MO 1 _15_95 7 8" PVC SANITARY SEWER IN ACCORDANCE WITH
224 WELLS AVE N 222 WELLS AVE N 216 WELLS AVE N 212 WELLS AVE N 208 WELLS AVE N 206 WELLS AVE N 200 WELLS AVE N THE CITY OF RENTON STANDARD PLAN # BO 82,
AND FACTORY E3709.50 112 WELLS AVE N DRAWING # BR 35.
ELEV. 37.04 I ( I I I I
PLAN o
Do SCALE 1" = 20' WELLS AVE N W
0
Wow zow 00 LID _ _ J 00 IWO
_ _ j� OD tb - - W �[V i t0 OW p V)
QQ W H!L 0 cli W to O MME O) N �~ U ,^ N N ,- _, Q F- W
W O „� ; - m m H- d W J d' Z (n V)
(n (n Z : I N� - ....... -m (D N N�CD _�+7 �-• �O.g. 2.� ��
40 - -- -----. < ........... .................00 ro- c0n�z�v r7w� +¢� ��.. M.��..............
(n J x EXISTING GRADE z_ +� x a z v +m
w z +Q g vv N = 00 a0�d- _V): .�.0 N
p�� �x ,� , _ _ PROPOSED GRADE ; _ x � � N N d-
w cn o w W¢3 ¢3 n ao eo ¢ F'I�
N eo 00 Hw - H-w HW,
35 w x ............... ............ r¢ w =�.. g.............. ............................... .............. :. NZ. R w (w tnz.m.. �.W.L_,.......� z �.wm............... 35
Of w V +Z (n r �Lj w 0.85%
,
0.46% _ EXISTING 8" VCP
- -- - -- -- - - - -- - - - - -- -------------------------
SANITARY SEWER -- - - - - --
------------------------------ - - - - -- ----------------------------- ---- ----- - - - - -- ---- --- - - -1 -- - - - - - -- - --
-- - - - - -- - - - - - -- ------------------------
45.1 LF
--------- 1-- i-------- -------------------- - - - - -- 269.9 LF O 0.55 %
LJ -'NEW 12" SD smos/309
IN EW 8" PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER 5
270. LF. ®. NE. 8.. PVC SAN,. . 2
25 0.50% P CO STRUCTION NO co � D°-) N i SE 8 E gE
0.9 LF O 0.51
ri ui tO 79.2 LF O 0.44% ��� of WgS�,�Sr
o M 2� o
+ + + w �~ HCr J J 2' J J ,,7 O N'd' rn n co � .... ... 20
20 + w+ w w w+ w+ w W w w w w w <0 QON � 17084
+ + + + + + + + rn :QN +0D Q� mw+ W+
V) VV) N V) N (n m N (n M V) M (n '� (/7 ,+j H M N = N �e W W W W W W ; W LiJ W W W V) '`� M M (n y to ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q Q - U : U U U ° Q °_ LLJ N S�ONAL Vto U) V) V) V) ~ ~ ~ - !- H - F - F- - H _ H IL Q J . O J H J O J > Q J (n V) V7 V) V) (n V) V) V) U) V) V) V) (n (n V) (n (n V? V) V) 7 m W w W V) W L� W CD W ........ . ........11 +00............. 12 +00 ........... ............................... 13 +00 ............ - ............................. 14 +00 .................. ..........................15 +00
PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON
4tCK D�, SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
AS -BUILT CERTIFICATION 1" = 5' V 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 SEATTLE, WA 98103 -8090 ALLEY BETWEEN PELLY AND WELLS
r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS (206) 632 -2664 ecw -L FROM STA 10 +50 TO STA 15 +00
m SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: RE B DATE: 6/26/95
�s RECOMMENDED FOR APPROVAL
23613 FILE NAME:
ME OR UNDER MY DIRECTION.
J'gf rE9
L F.D. RINGEL LS. 23673
DATE- /° zz -96 PLAN REVEw DATE DRAWN: DPH
CHECKED: SCALE: AS SHOWN FlE1D BOON: PAGE
E%P,nES B /it /4j APPROVED: SHEET: 9 OF: 37
SEWER UTILITY DATE
NO. REVISION BY APPR. DATE
t
I
l'uVi" rim- )
I \
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