HomeMy WebLinkAboutzW-3935Set.. !...... ,.... _ 1+80.55 13.29'LT ;
1 ,► ..... y ..................... 1-sp TEE, FL
'1
r.'.....'.' , ........' '...'..'.'i'.'...'..'... .. y....... .......... �� � 2-8" GATE VALVE, FLWJ
r. -- -- -- 0� y SS Wl -�� ,
�� . ,........ • • • • • • • • ....�� • • • ......' r.'...'.:- ......... y NUT .... '� '.'.'.'.'... 1-8' GATE VALVE , FLWJ W MEGALUGS ` 4-1-Oa 12 16.81LT
co �� � . - . - - . - . r ........ y��1� � • - � � ` 2-8" SLEEVES MJ ' 1-8" TEE, FL
;�.:. �.---- -- ------........
:.. i W
:- i _ _
,...'...'..'.'..'.'.'.'.'.'.'..'.',�� `.'..'.'..'.. p� ....... CONC BLOCKING ' 2-8" GA TF VALVE, FL�LIJ
r::.- %` . �� r r t .......... TI71P NUT 1 $" GA TE VALVE FLxMJ W/ MEGALUGS
�.. ��........r....... j........ ,
.. , r............. 6 �1♦�3.t8 .DI (RJ ► ....W.. �f55 AB f-8" f f f/4' VERTICAL BEND ,MJ 2-8 SLEEVES MJ
::: r................... �................,, �... W/CONCBLOCKING
CV .... Q r 1 �' -` W/MEGALUGS AND CONC BLOCKING
i .... - -
...;.:.. .. bi .. ... ► ���
\'■`�
_ �. .'... .....�.. :....y. w... __ ��.. I
� .. y � .. STREET RESTORA TTON IN ACCORDANCE WITH
---- -- ---- --
- -� [ , COR BTU. PLAN H032.1. TYPICAL TRANSVERSE
' ':' . • ¢ '' PATCH FOR FLEXIB A VEME
3 I.L P NT (TYP}.
■.. A�' ` y
x.. 'CONCEPTUAL.....i........ -�
...............7.. �y'...... TOP NUT
n..
D 1 ...�
Sy �. EDX 6-@Or4N. �F �'��Sl . S`'��-��� S ��
�.-- C7 w� �- �-• ,- L SCALE: 1 20
ram.: �. .. .+, '� '..'r.
1 I _ I -� •: ; `:.:_.::'`::..: �• • •r 6' Q ..........' W.' i RETROFIT EX FIRE
I_ , :;;; ;;...:' _. ; ................. r !r...'... HYDRANT WITH 5
- ' `.-....... . �� STORZ FI T7TNG
11 1 1+80.15, 21.77 RT . ..- x:, v I................'kry.'.1...'.._._.....'.��.'.'.'.'..:._.'.'...'.............. r.... y:.`.
' a 4 1 1-8' 11 1 4' VERTICAL BEND ,MJ`�`: �` „� _ �. i ► .. �`- _
/ / ,.��..= �............� j r...... �a 57.E
.aa' ..,��.� ��• 1. r.. 1 '.. [ 1 ` 3F99.93 D47'LT
W/MEGALUGS AND 1 I''=~',r:,:_'-�'-` r - - - - - - - - - "p'- .
EX �1 r7ir x - I ' .,. .:� -: - .... ►.......... 1 w4q �7_ EX 1-8" 11 1/4' VERTICAL BEND ,MJ
1 5 HOU �•.CONC BLOCKING I % I r. -.� :..•.::; :,..�`'.'.'..'.'.'.'.'.'.'.'.'.'.' .►..........'.. �....
rr►��- - ��� FH W/MEGALUGS AND CONC BLOCKING
#4O ^] (� h EX WATER 1 1 7t� I I r lY r •:='::•:' ; .:., ._ .. ,►1�" .. :� ..' +...... by EX
+ R r r r CZ - �t - f�'............... .. y
1 L . _ .................. - WV
•�+ � ' �+: ' METE TO J �� "�'�� "_'-�_ -� :°>=::�'.==.. _ �., !........... � �•. � .......... 1 �
ABANDONED 5' 7�- - -- �............... r �'.'. 1 7+..'.' 3f 99.81 f 1.57' Rr
J.. _ .r.'_ a:. ram. ■. yx.. 7 8 pf • 17J ► ..... ...... / VERTICAL BEND ,MJ
I 1 =<I ■ '� ' .�. r W EGALUGS AND CONC BLOCKING
- l ,OU
_
,� 1 EX
' , P' ► - --_ �� 95• ► ir-...�.. -•- - - - - - ' . - ■ ' - - - - 1'
EX 1.3 TALL ! 1 ' TtlhP NUT ' ' ► 1 r� ►:. EX 1� _ `" - '? x. I.. ..... ■ ....... r............. _ WM
CONC. BLOC j / 11&11 AS . ► • _ SGN '"■: `!� ►.. ��. ,. ........ .
WALL 10+74.58 7.75 LT I 1 ► 1 1 ..... .ram
INSTALL 81x8" VERTICAL CROSS (MJL! J I 8'xl0'PUBLIC 1 ! E WATER METER 7�7 BE f
-z ! I . • . - . • ► �r-. .'.:_;..-�;-. Wit... y......AT END OF LINE FOR REMOVAL OF r► ►JI `i ; f' --- .'L • '. ►: °�°CC�IVCEPiili4L ] [
I I I WATER EASEMENT " J ► BANDONED BY CUT AND TAP AT , I'. Y;� �T�� 1• - ;:`� . ■ . 1 ..... ...'
EX WOOD 1 POLYPIGS PER COR STD. PLAN 300. 1 '� r ► r LOC T7 N O 3$ y
FRAMED I I I;N 1 I ► �iAI1V LIN s��L F'r f ORCES (TYP} 1 I -- ►, ► EX r = ►��r b .........ice .
'.•/� I i+ •� 1 J 1 1 ' 1� 1I� WM I � .,�••�. ;'� -�• .w� EX �7 GAJr.. .'.'..•. .•. .� -
1 1 UNKNO '. I .
GARAGE +79.56 15.00' L T 1 1 1 1 ! 1 r j •� I: ► -, I t-s--_� r S5
TOP NUT PURPO ' , ► ► i i>T �. �' -' ;'► ■ I I Sp: �•,+�.� .
-2" BLOWOFF ASSY I = • 10+45.00 5.00 RT / �� J . ! ► J f 1 1 ►► �, I 1 [ .: ' ►. 3� .... .. ... .
f�8 DI PLUG 1-8ir6' TEE, MJxFL xI 1', ' I ► ! �► r •� :='
W COW -BLOCKING ' f 6"GATE VALVE, FLxM1J 1 ► ► 1 1. 1 1 s�0. . •� r.::..:_• •'•_•_•'•_._•_•_•_•_•_.'. �..' ... -
_ I I 1-6" FIRE HYDRANT ASSY 1 1 i. I ► '• •'. r --�� -- �...... .
W1 taut BLOCKING 1 •-'� ,i �- r � Ijj• ► _ _:,�_::Iasi (A
•�:I::. .
�5s �3• _ a� I N r 1 1 ��3 11 1 r� ov /1� F.: :' •'. r 1 1 1 1 1 �]`ti
d gl ''1 I 1 i ► 1 err ► ► X WATER ' ,rl 51 r
EX
OHp� "� /tr 1 ► `� ► ► ' ► J ► ETER T17 BE; r 1 1 O r wM
- I� -c . ► ..I ► 1 ..' ` : -'. 1 1 ABANDONED
00 •v -� 1' I : 1+48.14 Z75'LT i ';.:•• 1 1 r �. /� `' 1 ► 1' ► 1 I,x 1' ■ , �� LSD
! ► ►
' 1 1-8" TEE. MJ FL�'LVIN a 1 ill 4►]j-8 .Y,ALVES FL o 1 ► ► ■ _
C NUT ;' W�C C BLQPWA[ 1Q' SEPARATION '
7j7t 116.0 (AB)l r, �- r I FROM SEWER I 1 i J; 1 1 �■ EX
- ► I P ' CP
MAIN (TYi°) Oif ti I �1 FP I IF
y '..,. `' �- � � ..�,�.,�.. -yam- 1- - ,�,:'_ __ � • p=; =...^ ► 1 ► '4' - 41
V I T� �1 '.��..' . I ' ► ' f '': " I yr � '
ray Nur`�-.. `:= 1 p 1 4� 1,' ► I .� ►' 11 °�
- ►
1 Q' LANDSCAPE & I, 1 I _ rl r 1 , EX
tl ITY EASEMENT I II 11 1_ i-INCH WATER SERNC ri► HOUSE
LINE AND METER PER► r #
2217
! - S 7D7329" 1 i 1 1 NUT
_ ► COR STD. PLAN 32p. i ► I � '
1 7 I _ ► ��� -` I p �.. z QQ I 1 (TYP) �= 63 A8
1 _ �G ► _ P •• - _ -- _e 20t3Z76 5.00'LTa I '
1 r ► �� 22p"•! - - , 8'x6" TEE, MJxFL 1 1 EX CONC. '
I 7, ► ��� :..;_- Ir ■ 8�•� _ BLOCK WALL
1 1 �I ► r- �� �- 1� S DI s 1-sj GATE VAL uF FL
FIRE HYDRANT A TOP NUT
1 j 0' LANDSCAPE ► � _ �;= �d i - W CONa BLOCKING
1 T 3 1 UTILITY EASEMENT _ ► ► ,, _ \ - , 1 1
1 ► � - -� I �I'f r%��-�:.:�. �-� 3f57.fi9 7.75'LT
EX s' TALL I J ► _ �p _ =� �• TOP NUT -� 1 1-8' TEE, MJ FLFL
WOOD FENCE ► 1 ►y 1 N ► '
��033. AP
'� lo' TOP NUT
3-s' GATE VALVES FLAN 5 '
�- A 9072 AB W/ CONC BLOCKING TOWN AND C13UNTRY CLUB
1 1 I 1► I 1 11 I 't' ► 1 `� .:�_. „, - ¢9, 25=8"DI ' BUNDW SITES
VA '
_ I 1► J 1► �•_�� 1 �� Q L 4+0757 ZOD RT
1-8" 45' BEND, MJWJ '
_I 1 1 ► r , _ ► s '� .; yi' , I WI.CONC BLOCKING
STOR
7HEDcE
'
� ' '� � 1 i 1 1 � J 1 I ► � ► �� i y�
1
C 3 BFNC ONT. I ��.� II 1' 1 ti 11 1 EX '� r ��-i_ , :' I• -' ��o - ' ► , '
1 PLANTE ►
�'rsr, � 1 � i I ► 1 ' ARE 1 1 ► � 1 METFR� BE � /� ► N � � '' -� ;' ! �_ r '': ' _ � ' '1 `
' r J ► 11` ► ►+� ram` ..�, ,� ' '
�%T/ ► _ i 1 J + I j REMOVED
1 1 ► r + 1 ► I �£.,.�}�2� S Ir irl� ► I 8 7.75' L T
IEX WOOD ` 1 _ 1 1 1
FRAMED _ �` `- A 1 ++ 1 1 j / 1 r r r 1 1-$' 45' N9,_MJxMJ • �1-_ 7V v i ' I
SHED - . i ► - , r 1 ; J �r',' �t'�° /II�r 1 ; 1` w/ cQNc eL ocxlN� ; _ ;1 _ _ _ _
' �o TOP NIJT tL!/ `... , i _ _ , * 1 ; '1 /�i► 1 r _ �1' ► AB `c
Ex !. / ; 1 'gib "srr�. _ _►�- �>� "� _ e
NN
NN
-.
IN
_ _�ti ._� -�` _ I
. 5
-- �. . -
_ - . �
- -
NN
N •
-
r/ EX
BUILDING
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
2
ADJUST LOTS 6-$
LMT
5122118
3
UPDATED CURB RAMP PER CITY COMMENTS
LMT
6115118
4
WATER UPDATES PER FIELD CONDITIONS
SDC
7110118
5
REVISIONS TO EAST END OF ALLEY (SW JRD CT)
CHW
8110118
NO.
REVISION
BY
I DATE
APPR
SURVEYM
MITCH EVENS, PLS scALE
MGNED: AS NOTED
SHAWN COOPER
DMWN:
SHAWN COOPER
ONE INCH
I AT PILL SCALE
gym`
BREIT K. PUDM. PE
,F NOT OW WH
SCALE ACCOWNGLY
APPROVM
BRETr K. PUDISM PE
5+0587, 7.21'RT �-
INSTALL 81x8" VER77CALI
CROSS (MJA4J) AT ENDI OF
LINE FOR REMOVAL OF
POL YPIGS PER COR ST�i.
PLAN 300.6 I
WATER NOTES
1. PERMANENT BLOW OFFS, AIR VACS AND HYDRANTS LOCATED OUTSIDE OF
ROW SHALL BE PLACED IN NON-EXCLUSIVE EASEMENT GRANTED TO CITY OF
RENTDN.
2 ALL WORK, INSTALLA 77ON & MATERIALS SHALL BE IN CONFORMANCE WI7H
CITY OF RENTDN STANDARDS AND SPECIFICA PONS.
J. DUCTILE IRON PIPE TO BE CLASS 52 PER CITY OF RENTDN STANDARDS
4 ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VER77CAL
BENDS SHALL BE PER COR S70 PLANS 33O 2 AND 33O 3.
5. ALL MECHANICAL JOINT FIT77NGS SHALL HAVE RESTRAINED -JOINT RETAINER
GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND
CONCRETE BLOCKING.
6. FILL AND COMPACT ALL FILL AREAS TO FINISH SUBGRADE EXCAVA77ON FOR
INSTALLA 77ON OF NEW WA TER MAINS
UNDERGF2aUND UTILITY N13TE
UNDERGROUND U77LI77ES ARE SHOWN IN 71,1E APPROXIMATE LOCA770N. THERE IS
NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCATION,
SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCA VA T7ON FOR ANY PIPE OR STRUCTURES, TO
DETERMINE ACTUAL LOCA BONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILITIES 71,1E
CONTRACTOR SHALL N077FY ONE Ste. AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N.
W-393501
2 APPROVED FOR CONSTRUCTION
K P SUBJECT TO ERRORS AND OMISSIONS
fI I 1 ' ► F��o� wA H/IiS
1 BY: DATE:
'50 37925 ��' BY: DATE:
D
F �EGISTERFa���
1 i _ ssl ONAU BY: DATE:
_ 1► + �' �i BY: DATE:
NGRIZ"ND,03„N, CITY OF LANGSTON ALLEY PROJECT
REN TON ROAD AND UTILITY IMPROVEMENTS
DATUM g, g,
Plan nin Buildin Public Works Dept. WATER PLAN
AS -BUILT
9/18/20
FlELOBOOU:
PAGE:
WA- O 1
SHEET: OF: 11
27
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C 2020 THE BLUELINE GROUP
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CO CO
CA 0)
CO CO
CV CV
�nr-
33:
8" IE 114.60
Of65 1+00
2 f GO
3f00
NOTES
1. ALL CONCRETE BLOCKING FOR HORIZONTAL
BENDSy 7FESy AND VER 77CAL BENDS SHALL
BE PER COR STD PLANS JJO 2 AND 33Q3 .
2. ALL MECHANICAL JOINT F1777NGS SHALL
HAVE RES7RAINED-JOINT RETAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR
APPROVED EQUAL CONCRE7E BLOCKING
3 FILL AND COMPACT ALL FILL AREAS TO
RN15H SUBGRADE BEFORE EXCA VA 77ON FOR
INSTALLA 77ON OF NEW WA TER MAIN.
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
2
ADJUST LOTS 6-6
LMT
5122118
3
UPDA TED CURB RAMP PER CITY COMMEN IS
LMT
6115118
4
WATER UPDATES PER FIELD COND177ONS
SDC
7110118
5
REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
CHW
8110118
NO.
I REVISION
BY
I DATE
I APPR
4f00
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI77ES ARE SHOWN 1N THE APPROXIMATE
LOCATION ]HERE 1S NO GUARANTEE 7HA T ALL U77LITY LINES ARE
SHOWN, OR THAT THE LOCA 770N, SIZE AND MA 7ER1AL 1S
ACCURA 7E. THE CON7RACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR
S7RUCTURES, TO DETERMINE ACTUAL LOCA ]TONS, SIZE AND
MATERIAL. 7HE CON 7RA CTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PR07EC77ON OF SAID FACILIRES 7HE CON7RACTOR
SHALL N077FY DNE C&L AT B-1-1 (WASHING TONB11. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE
CONS7RUCTION
MCTCH EVENS, PLS VEIVICAL. FAVD ISM
oEsIcNm:
AS NOTED W)RIZ°MA` W 1983/1991
SHAWN COOPER
DMWN:
SHAWN COOPER ONE INCH DATUM
C1EORM. AT FAIL SCALE
BREIT K. PUDMS, PE ,F NX OW INCH
APPROVElk SCALE ADCOWNGLY
BRETT K. PUDISM PE
5 f0O
9/IS/zw
CITY OF
REN TON
Planning/Building/Public Works Dept.
` 1mi
` -4mi
`ffirffj
`KNIAFJ
rlAFJ
F=lm]
kimi
r
5+75 S-393502
W-393502
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
SEWER AND WATER PROFILE
AS -BUILT
9/18/20
RELOBOM-
ME.
SP-01
SHEET: r� OF.
12 27
CV
CY]
a
a
a
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C 2020 THE BLUELINE GROUP
Lc) L!7
CO Cr7
CA 0)
CO Cr7
CV CV
rr
ry
a
72D
CONNECT70N TO
PROPOSED WATER
MAIN PER PLAN
7 7 D
STORM
7DD
+�
U��]
II 4a
m
m
�C-
-
r1_rr1.L-ry■�
9+75 1 DfDD
�g
LOW PT STA: 10+35 94 FILL ANO COMPACT ROADWAY TO
LOW PT EL: 117.10 FINISH SUBGRADE BEFORE V J
PW STA: 10+45 OO EXCAVA 77ON TO INS TALLA 77ON OF
PW EL: 116.59 NEW WATER MAIN (TYP ALL AREAS)
50.00' VC " T. ►�
APPROXIMA TE
+
0
3 BURY
+
o
PROPOSED GRADE
-Z
II W
+'
o
..
0 ROAD TIP
I
4a
W�I
50%
13=8"
DI (Rd)
6.41
I 22
-8"
_
DI (RJ)
3' COVER MIN
o
TYP —_�� - f I',."
EX 12" SO J 1
-7
_
•—
tt�
--Ilr'---���
�1 ��U� rM r r. � r~ r• r•
+�
INSTALL 6" 7HICKx24"x24"
ETHAFOAM PAD BETWEEN
FIRE HYDRANT
BOTTOM OF 12" STORM
PER PLAN AND TOP OF 8" WATER I 6" GAS
Q5' MIN EXISTING GROUND
CLEARANCE a ROAD (TYP)
NTH 6"
ETHAFOAM PAD CROSSING
8 WA CE 115.96
:ter
\ MAIN PER PLAN
8- WA IE 118.79
EX 12" SS CE 116.12
SEPARA 77ON 2. 67'
EG AT CROSSING 121.31
7 7 D
INSTALL 11-114'
VER77CAL BEND (MJAW)
W/ MEGALUG AND CONC
BLOCK
CENTER BETWEEN GAS
LINE AND SEWER LINE
T T f 74
NOTES
1. ALL CONCRETE BLOCKING FOR HORIZONTAL
BENDSy 7FESy AND VER77CAL BENDS SHALL
BE PER COR STD PLANS 3302 AND 330.3.
2. ALL MECHANICAL JOINT FI TT7NGS SHALL
HAVE RESTRAINED -JOINT RETAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR
APPROVED EQUAL CONCRE7Ec BLOCKING
3 FILL AND COMPACT ALL FILL AREAS TO
R7N15H SUBGRADE BEFORE EXCA VA 77ON FOR
INSTALLA 77ON OF NEW WA TER MAIN.
7TO
w
w
aLu
�W
J
a�
N � �
II W
1DD
JI
0.5' MIN
2. DOX 2.G
CLEARANCE
WITH 6"
ETHAFOAM_j
FILL AND COMPACT ROADWAY TO
FINISH SUBGRADE BEFORE
EXCAVATION TO INSTALLA 77ON OF
NEW WATER MAIN (TYP ALL AREAS)
PAD p
9❑ U j Orr
Ll
CONNEC77ON
TO PROPOSED
WATER MAIN
PER PLAN
SEMI-! 3
RIM 92.47
84.57 8" 1&6*6-3� (OUT-E)
8 D [7[7nonCCA
35'-8" S-44J4e
Q imo
EXIS77NG GROUND EL
0 ROAD TYP
r,
0)
SSA4H 4
RIM &t9f 8748
8" IE—FR-93- (IN— W) 79.88
8" IE7r8T (OUT-E) 79.76
7 9 f 75 20f DD
APPROXIMATE
3 BUS
►i►1�
J
�josc
�+C
c
p i
r12-8 rl 8�J
I / C DI (RJJ) DI
3T'YCPOVER MIN 4.24% _ /EX 12" SD--� i
0.5' MIN CLEARANCE
WITH 6 E7HAFOAM PAD r
Opp � � INSTALL 6" 77#CKx24"x24"
f E7HAFOAM PAD BETWEEN
e BOTTOM OF 12" STORM
� / I AND TOP OF 6" WA TER
1
CROSSING
EX 12 SD IE 96.1 D
8" WA CE 95.50
FIRE HYDRANT SEPARATION a6'
PER PLAN EG AT CROSSING 99.22
AE;CE.15S EAST
5 ►CA L E: 7 "= 2 0' H, 7"=. 5' V
Ld
o'I9 °'Iv^i
PIPE CLEARANCE NOTE
FOR SEPARA 77ON BETWEEN STORM AND WA TER PIPES
7HA T ARE BETWEEN A, 5' AND A, 99' OF SEPARA 77ON AN
ETHAFOAM PAD SHALL BE INSTALLED.
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI 77ES ARE SHOWN 1N 7HE APPROXIMATE
LOCATION ]HERE 1S NO GUARAN7FE 7HA T ALL UTILITY LINES ARE
SHOWN, OR 7HA T THE LOCA 7701V, SIZE AND MA 7FR1AL 1S
ACCURA 7E. 7HE CONTRACTOR SHALL UNCOVER ALL INDICA7ED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR
S7RUCTURES, TO DETERMINE ACTUAL LOCA BONS, SIZE AND
MATERIAL. 7HE CON IRA CTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PR07EcC77ON OF SAID FACILITIES 7HE CONTRACTOR
SHALL N077FY DNE C&L AT B-1-1 (WASHING TONB11. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE
CONSTRUCTION
27fDD
6" GAS
PROPOSED GRADE EL
® ROAD TYP
a
rn
1DO
CONNEC 77ON TO
EXIS77NG WATER
MAIN PER PLAN
EX 12" SS CE 93.84
SEPARA 770N 2.63'
EG AT CROSSING 121.31
9❑
INSTALL 11-114'
VER77CAL BEND
(MJAfJ) W/ MEGALUG
AND CONC BLOCK
CENTER BETWEEN GAS
LINE AND SEWER LINE
INSTALL 11-114'
VER77CAL BEND
(MJxMJ) W/ MEGA LUG
AND CONC BLOCK
CENTER BETWEEN GAS
LINE AND STORM LINE
2 T +B2
S-393503
W-393503
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
SURVEYED:
�" ma's' Pis
SCAM
AS NOTED"
� ����
DATUM
I TY F
�
RENTON
Planning/Building/Public Works Dept.
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
SEWER AND WATER PROFILE
AS -BUILT
s/1s/2o
2
ADJUST LOTS 6-6
LMT
5122118
DESIU
SHAWN COOPER
3
UPDA TED CURB RAMP PER CITY COMMENTS
LMT
6115118
Fl0.°e°°"
PKM
4
WATER UPDATES PER FIELD COND177ONS
SDC
7110118
SHAWN COOPER
ONE '"QH
IAT FILL g�E
IF NOT OWWH
ACCOMI'I"'
SP—�2
5
REVISIONS TO EAST END OF ALLEY (SW JRO CT)
CHW
8110118
CHECKED:
BREn K. PUDISTS, PE
NO.
REVISION
BY
DATE
APPR
APmovmSCME
BRETT K. PUDEM PE
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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITIION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CON TRACMR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 14 00-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BYTHE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS OWSITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AW WA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AW WA C110/A2L104rdL ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK TUBE -TYPE,
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFUCTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS ANDTO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 9S MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACOORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVERTICALAND 14ORLMNTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDERTHE
SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FORTESTING AND PURITY ACCEPTANCE NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WRITING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERP4 AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE D391NIG WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
+ + Pul3mc WORKS WATER PLAN G MERAL NOTES STD. PLAN — 300.0
DEPARTMENT
MARCH 2O10
MARKER MARKER
I '
I ;
a
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
— MARKER
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
4'
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
S1DE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN — 310.3
+�+ Pi?i3i,iC n>zx= HYDRANT MARKER LAYOUT
DEPARTMENT
T
MARCH '�UlU
EXISTING WATER LINE
TESTING DETAIL
EXISTING WATER LINE
FINAL CONNECTION DETAIL
EXISTING WATER LINE
PLAN VIEW
LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TDP WITH 2'TAP & 2'PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
COUPLINGS
/-OFF
AFTER ALL TESTING, CLEANING BY POLYPIG, AND ➢ISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNEC71DN BY CITY FORCES
�z PUBLIC!M1'C7R1iS CONNECTION TO WATER MAIN STD. PIAN — 300A
+ T7i PARTlTT \T CUT IN -LINE TEE & THREE VALVES
1•T.4RCH 2010
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
is
i
INSTALL 2" PLUG ON TOP 13LIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG A
►► � � 1 [•L1 may; �sl���+]; �•I �I, Lelel l ► ie�� l i•] a F
S1ZE OF VERTICAL CROSS SHALL BE THE SAME AS S1ZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2• TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
+ + 1'L13L1C WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN — 300.6
DEPARTMENT WATER MAINS MARCH 2010
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES LMT 4/2/18
SURVEYED: ITCH EVENS, PLS SCALE,VERTICAL*NAVD INS
2 ADJUST LOTS 6-8 LMT 5122118 AS NOTED HORIZONTAL: WD 1963/'n'
3 UPDATED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER
4 WA TER UPDA TES PER FIELD COND177ONS SDC 7110118 °�"�"`
SHAWN COOPER ONE INCH DATUM
5 REI/ISIONS TOEAST END OF ALLEY (SW 3RD CT} CHW 8/1Q/18 CHECKM. AT FULL SCALE
BRETT K. PUDISM, PE IF Nat ONE INCH
NO. REVISION BY DATE AP P R SCALE ACCORDINGLY
BRETT K. PUDEMM P
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 DR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4' MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NA110NAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5- STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 OTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
CONCRETE J
THRUST BLOCK
16' x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
1
It
—MIN. 18" TO 20' BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
R COW x 5 STORZ
— 5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
CONCRETE SIDEWALK
/—OR PLANTING STRIP
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
" � MAIN LINE TEE. NTH fi" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CDR -TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND D
MIN 3' RADIUS
ONE MAN ROCK
6
TE PAD /6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
+ + 1'L13L1C WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 310.1
DEPARTMENT
E�rT� MARCH 2O10
CITY OF
R' RENTON
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
W-393504
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
WATER DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/2D
PAGE
DRAWING NO:
WD-01
SHEET: Of
22 27
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