HomeMy WebLinkAboutzW-4179SetQ
0
v
I
4196 LINCOLN A VE NE
RENTON
,r WA 98056
ROAD &STORM CONSTRUCT/ON PLANS
INERT/CAL DA TUM
NA VD 88, 6WSS DER/TIED
BASIS OF BEARING
NWV655"W BETWEEN THE TWn FOUND MOVUMENTS /N THE CENTERLINE OF SE 807H ST
CITYOFRENTON MONUMENTS
1834 - 1/2" BRASS PLUG /N CONCRETE /N CASE. N.• 196744.737 E 1303750.619
1893 - 4" BRASS CAP IN CONCRETE IN CASE. N.• 1967689.307 E 1306363.260
REFERENCES
SEE SHEET 01.10
LEGAL DESCRIPTION
SEE SHEET C1.10
EXCEPTIONS CONTAINED INA TITLE
fE -WEET 01.10
NOTES
SEE SHEET C1.10
S/TESTA TIS TICS
PARCEL N0.• M45700015, 3345700016, 3345700017, 3,345700018, JM700020
SITE ADDRESS. 4196 LINCOLN A VE NE
RENTON, WA 98056
SETBACKS- REAR = 20' MIN (Y PROPOSED
FRONT = 20' MIN (4' PROPOSED)
SECONDARY FRONT = 15' MIN (10' PROPOSED)
SIDE = 5' MIN (5' PROPOSED)
PROPOSED USE SINGLE FAMIL Y
GROSS STE AREA: 438,101 S.F. (10.06 AC)
NET AREA: 344, 903 S.F. (7.92 AC)
PROPOSED DENSITY 6. 9 D. U./ACRE (USEABLE SITE AREA)
EX/STING ZONING- R-8
PUBLIC ROW 74,725 S.F.
PROPOSED UNITS- 55
REC SPACE REOUIRED.• 43,821 S.F.
REC SPACE PROVIDED• 46,137 S.F.
IMPERVIOUS SURFACE 1169,500 S.F. (SITE f ROW)
SCHOOL DISTRICT RENTON SCHOOL DISTRICT
PARKING SPACES • 2 PER LOT
STRIPPING VOLUME f23, 054 C. Y. (PROVIDED FOR PERMIT ONL Y)
CUT VOLUME 174,446 C. Y. (PROVIDED FOR PERMIT ONL Y)
RILL VOLUME 114, 4aI C. Y. (PROVIDED FOR PERMIT ONL Y)
UTILITY CONTACTS
PWERINATER.• CABLE -
COAL CREEK UTILITY DISTRICT COMCAST
6801 132ND PLACE SE 3630 FACTORIA BL VD SF
NEWCASTLE, WA 98059 BELLEWE, WA
PH. (425) 235--9200 PH- (800) 934-6489
PONER• FIRE DEPARTMENT
PUGET SOUND ENERGY CITY OF BELLEWE
1088.5 NE 47H ST 12412 NEWCAS7LE WAY
BELLEWE, WA BELLEWE, WA 98006
PH- 1-888-225-5773 PH • (425) 452-6892
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
Im
REVISION
OWNER/APPLICANT
GLACIAL IiEWURE ll, LLC
18300 REDMOND WAY, SUITE 120
REDMOND, WA 98052
CONTACT BEN PAULUS
PHONE (360) 708-9130
ENGINEER/PLANNER/SURVEYOR/
LANDSCAPEARCHITECT
CORE DESIGN INC.
12100 N.E. 1957H SI-REET, SUITE 300
807HELL, WA.WINGTON 98011
CONTACT GARY SHARNBRO/CH, P.E. - PROECT MANAGER
CONTACT GLENN SPRAGUE, P.L.S. - SURVEYOR
CONTACT HOLL/ HEA VRIN, P. E. - ENGINEER
CONTACT BOB NIX - PLANNER
CONTACT LINDSEY SOLORIO, P.L.A. - LANDSCAPE ARCHITECT
PHONE• (425) 885-7877
GEOTECHNICAL ENGINEER
TERRA ASSOCIATES, INC
12220-113TH AVE NE, SUITE 130
KIRKLAND, WA 98034
CONTACT CAROL YN DECKER, P.E.
PHONE (425) 821-7777
ARCHITECT
MIL BRA NOT ARCHITECTURE
25 CENTRAL WAY, SUITE 210
KIRKLAND, WA 98033
CONTACT DA VID WNCENT
PHONE (425) 454-7130
TRANSPORTA TION ENGINEER
TENW
111400 SE 8TH STREET, SUITE 200
BELLEWE, WA 98004
CONTACT CHRIS BICKET
PHONE (425) 250-5002
ADJACENT LAND USE
NORTH - SINGLE FAMIL Y RESIDENTIAL, R-8
EAST - SINGLE FAMILY RESIDENTIAL, R-4
�Z
76TH ST
cwn
�o
1,AKEToN
WASHING�
SE 80TH
ST
J�
SITE
N
m�
z
LLJ
<
z
j
p
cD
�G
Q
(/)
r
Z
�W
o
m
E 40TH
STco
Q
o
N 38TH ST
a
LL-
�F,�
SE 85TH
S
�
I
�
SE 87TH
S
—
SE 88TF
ST
N 36TH ST
N 35TH ST
SE 89T
T
N 34TH ST
I CAUT/ON,• UTILITY CONFLICTS I
LOCATIONS OF UTILITIES AS SHOWN 6VV THESE PLANS ARE BASED 6VV UNVERIFIED PUBLIC
INFORMA TIO/V AND SHALL BE R1ELD VmhfD BY THE CONTRACTOR.
PRIOR TO CONSTRUCTION, 06YVTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL
UTILITY LOCATE ® 811.
PRIOR TO CONSTRUCTION, 06YVTRACTOR SHALL POTHOLE EXISTING UTILITIES, CD/VTACLING
THE SURVEYOR OF RECORD TO SURVEY THE HOR/ZO/VTAL AND VERTICAL LOCATIONS AND
VERIFY THE LOCATION, DIMENSION, AND DEPTH OF ALL EX/STING ULIL/TIES 0/V THE PROJECT
SITE.
IN ADD/LION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO
VERIFY NO CONFICTS EXIST.
lF CONFLICTS EXIST, THE 06YVTRACTOR SHALL CONSULT CORE DESIGN, INC. TO RESOLVE
CONfZ/CTS PRIOR TO PROCEEDING NTH CONSTRUCTION.
MEM
7/15/21
HHH
EN R SPRAGUE P.L.S.
�
AS NOTED
MEM
2/15/22
H H H
gym,
HOLLI HEAVRIN
MEM
4/11/22
H H H—
MEM
4/28/22
H H H
°""` MARY MOORS
ONE INCH
AT FULL SCNi
IF NOT ONE INCH
sry r ACIMM 0L1
CHECKED:
HOLLI HEA VRIN
BY
DATE
AP P R
wPRofin:
HOLLI H. HEAVRIN P.E.
HOMAL: 1 W � RQ/101
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
VICINITYMAP
SCALE I" =1000'
SHEET INDEX
ENGINEERING PLANS
1
01.01
COVER SHEET
2
01.02
CONDITIONS OF APPROVAL
3-4
01.10-Cl.11
BOUNDARY TOPOGRAPH/C SURVEY
5
C1.20
OVERALL SITE PLAN
6-9
C1.21-C1.24
HORIZONTAL CONTROL PLAN
10-13
C1.31-C1.34
SITE PLAN
14-17
C2.01-C2.04
TEMPORARY EROSION & SEDIMENTATION CONTRot PLAN
18
C2.31
TEMPORARY EROSION & SEDIMENTATION CONmOL NOTES
19
C2.32
TEMPORARY EROSION & SEDIMENTATION CONmOL
STANDARD DETAILS
20-23
0 01-C3 04
GRADING PLAN
24
C331
TYPICAL ROAD SECTIONS
25-26
032-033
SITE DETAILS
27-28
C334-C335
GRADING DETAILS
29-30
0 41-C3 42
ROAD STANDARD DETAILS
31-34
C4.01-C4.04
ROAD & STORM DRAINAGE PLAN
35--37
C4.10-C4.12
STORM DRAINAGE SERVICE PLAN
38--43
C4.21-C4.26
ROAD & STORM DRAINAGE PROLES
44
C4. 31
STORM DRAINAGE VAUL T PLAN (SOUTH VAULT)
45
C4. 32
STORM DRAINAGE DETAILS (SOUTH VAULT)
46
C4.33
STORM DRAINAGE VAULT PLAN (NORTH VAULT)
47
C4.34
STORM DRAINAGE DETAILS (NORTH VAULT)
48
C4.35
ROAD & STORM DRAINAGE DETAILS
49-50
C4.36-C4.37
STORM DRAINAGE STANDARD DETAILS
51-52
06.01-06.02
WATER PLAN
53--54
06.21-06.22
WATER PROFILES
55
C6.31
WATER STANDARD DETAILS
56
C6.32
WATER STANDARD DETAILS & NOTES
57
C7.01
COMPOSITE UTILITY PLAN
58-61
C7.02-C7.05
UTILITY CROS9NG DATA
62
C6 01
SIGNAGE & CHANNEZIZA LION PLAN
LANDSCAPE PLANS
63
L 1.01
TREE RETENTION PLAN
64
L 1.02
TREE DENSITY EXHIBIT
65
L 1.03
SOIL DIVERSITY PLAN
66
L2.01
COMPOSITE STREETSCAPE PLAN
67-69
L2.02-L2.04
STREETSCAPE PLANS
70
L2.05
STREETSCAPE NOTES & PLANT SCHEDULE
71
L2.06
COMPO.9TE LANDSCAPE PLAN & NOTES
72-75
L2.07--L2.10
LANDSCAPE PLANS
76
L2.11
LANDSCAPE PLANT SCHEDULE
77-82
L2.12-L2.17
TRACT ENLARGEMENTS & .ECTIONS
83--85
L2.31-L2.33
LANDSCAPE DETAILS
86
L3OI
IRRIGATION COMP059TE PLAN
87-90
L302-L305
IRRIGATION PLANS
91
006
IRRIGATION SCHEDULE
92
L3 07
IRRIGATION NOTES
93
L331
IRRIGATION DETAILS
94-97
L4.01-L4.04
OPEN .PACE PLANS
PLANS BY OTHERS
98-99 1-2 FINAL MITIGATION PLAN - STREAM S
100-101 3--4 FINAL MITIGATION PLAN - WETLANDS B & D
102-103 5-6 FINAL MITIGATION PLAN - Off YTE BENEFIT PARCEL
104-107 7-10 ILLUMINATION PLANS
pK INS
�, • MAI CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
'Con
99 DESIGN SURVEYING
RT. '
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
4/28/2 T-417 9 01 W-417 9 01 R-417 9 01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
JFarah 05/06/2022 msippo 05/10/2022
REGIONAL FIRE AUTHORITY e 2 ATER UTILITY
APPROVED
cthomas 05/09/2022 Faligafour05/10/2022
RE PUSS
CANOPY 4128122
4196L/NCOLNAVENE, RENTON, WA 98056 FlmBK:
Cs" 01
COINER SHEET SHEET. I OF.107
M
C5
O
N
v
N
N
V
R
1
SEESHEET C6.02
11 .� - - 48�r - \�� - - ROAD A �1so - �f� - - - - DOH APPROVED i
- _
13f67.42, 9.07' L T / .. �` \ -b; a . • ti M
- - - \ \N�, - - _ PUBLIC - -+�• ' CHECK VAL VE AS I (r
1-22 1/2 BEND (M✓)
/ PROPERTY o� W/ CONC. BLOCKING - a ° 120• \ \ - - _ - - - - ' - • - - / II
LINE (TYP) .�2 / a " 01 \ \ \ -a ` • si / / ! O
14
/ / / / • - - � _ - \ sue. • \� - e - - - - - - - - - - - - - - - I / V
/ / / / / \ \ • \ - - - - - a - - ' t - - '
_tto WATE�ERVICE
. 2
A\ - - - PER ..R. STD- - _ _ � Z / + i - - ,� •. ti 144-27. 51, 6. 41' L T � \ _ 120 PLAN 320.1 ��20
/ / / d 1 �. • 10"x6"TEE (fZ) _ SEE SHEETC6.31 - ---
O / �� / / / �1-6 GATE VALVE (fZxM✓) _.
_ f(EYMAP W
�� ;1-10'GATEVALVE(fZxM✓)_ \
1-10" ADAPTER (fZxM✓)
L/NCOLN ME NE
q
/ 13f 12.57, 9.00' L T % - �� \ (NORTH END OF TEE) \ 110 - _
/ 1-22 1/2' BEND (M✓) / - - FARE HYDRANT ASS'Y-
. W/ CONC. BLOCKING10
W/ CD/VC BLOCKING
- -
100 00
-�- -
. , ��� 33f22.03,, 4.00' LT v • �'/ r N
12.89,. 4.00 L T . a . a ° : o.. j INSTALL 4"POLYP/6GING � 1-4 " ,• _ �
/ • o a .. 1-11 1/4 BEND (M✓) PLUG (M✓)
/ -,. ° . - PER C.O.R. STD. PLAN 300.E : °(., - "OW -I_ - ' -c°• /
/ /O ,fix / • • ' _ f- , ' . W/ CONC. BLOCKING � • / 1 2 BLOFF Y
u :•
/ 4 31f58.66, 4.00 LT •a � � NORTH OF BLOW -OFF
\ _ >oo J , .. W/ CONC BLOCKING
1-11 1/4 BEND (M✓). . "\ - - - - - PER C.O.R. STD. PLAN 340 I.-
9 •� ` � � _
/ W CONC. LOCKING ' . - - - -
STREET LIGHT / h .� / - - - - \ \ a\ / • \ - 5F 4" �11 109LF 4" D/ O a. • . : .a°,. �. % o ;-a •. v .: 4 4• v -7 » - ;1
/I� - \ - .. _ - -+__ - _ _ 33f00_ I,.: a'. SCALE 1 - 20
SEE L/GH11NG PLAN / \ - � r - - - - - - �- _ _ - • •
(TYP) 6' / 31f04.43, 4.00' LT • a " -_ '` �-110- - \ _,,>'i L"EY� 1 �� Q
`� / / I / �� _ \ a p �\ i I I o ( _ .� r, / 0 10 20 40
TR. f( 1 11 1/4 BEND (M✓) 4 _ _ V' lF I - V
_
�(op. SR) - W/ CONC. BLOCKING-100
/�.(rrn) -- �/ 30f2650, 400'Lr 1k GENERAL NOTES
1-22 1/2' BEND (M✓) i y \ \ _ 10' WIDE WATER \ 100 - ' I / PROPOSED FINISH -
/ 'l 10 - - W CONC. BLOCKING i i - ' / GRADE COYVTOUR t MAXIMUM ALLOWABLE DEfZECn6YV AT EAI,Y:I JGNT MALL NOT EXCEED
• / / / / _.M - o \ , �� ESM T TO C/TY OF _ _ \ / I / O/Vf' HALF THE MANUFACTURERS RECOMMENDED PERM/S9&E
V12t66. 57, 9. 00' L T / / LF pl ` • \ - RENTON (TYP) - - - - - / . / I� o/ (�) 90" DETZECnaII_
_00
1-22 1/2' BEND (M✓) / / \ / � i 19 / \ \ I - - .- \ \ \ - - - - 100 / / • - I - 2. ALL CONSTRUCnON 95ALL BE IN ACCORDANCE INTH THE C/TY �
w/ CONC. BLOCKING /� \ \ \ \ - ✓ / \ - - 1 f PROPERTY AGNTaV STANDARD -wfu TCAnavS.
90 \ - \ =-100- _ - - / EX GROUND _ LINE (TYP) 3 LOCAnaNS O� EX/SANG UAL/nES Sf10N9V ARE APPROX/MAIF EX/SANG M
�I / y( / - - \\ / \ - - _ \ \ CONTOUR (TYP) O
'12f21.41, 9.00, LT / / \ �� / _ _ _ / I UnL/nES SHALL BE RLZD LOCATED BY RE.PECT'W UnL/TY COMPANIES Q
_9oJ 1-22 1/2' BEND (M✓) so - ` \ \ - - , ,\ / / I ) - \ PRICY? Tn caysrnUcnav 0
W/ CONC. BLOCK/NG �, ° a . \ \ \ / / / I J i - / - - - / l 4. CONTRAC7i R SHALL RELD VERIFY ALL CONNECTO16 A9 EX/SANG PIPES
\ / - FOR PROPER RT77NGS AND DEPTH!
TR. J \180 \ \ \ / _ \ �I
(op sp.) \ \ - - \ / , / / / _ a \ \ 5. COVTRAC7OR SHALL NOnFY ALL AFFECTED UALInES 24 HOURS PRIG 1
\ � � ° e -• o - - .. ° e •a .d• a I / / •` • \ \ t /V IiIAIJ //I UIi //IAY.
/ FARE HYDRANT ASSEMBLY � / � . __� o
/ / \ �-n _ _ - AUL TA _ / a o, • ` % \ `1 6. ALL WATER RTANGS AND VALVES NTH MECHANICAL LUNT (M✓) END(S)
/ \ � PER C.O.R. STD PLAN 310.1 . �+� • _ / ' � .
- - \_ SEE SHEET C6.31 OU - -� _ >'' • 9 YALL HAVE A WED6F TYPE RETAINER NAND 06AL TO MEGALUG
.�k 71 - \ - - J - - / // / 1 o / a / `••�••\ .CRIES 1100
12f08.69, 7.54 LT - \ /.�. •• \ - � - - - - - - _ _ -\ / / � - i•r 1 \
X 29f92.56, 4.34' L T
0 1-10x4" TEE (fZ)TRACT G \ ` 7CON6RETE THRUST BLOLY(S REQUIRED ON ALL WATER Fl7ANGS PER
"• _ 1 \ i / - / / / -
/ 2-10" GATE VALVES (fZxM✓)� i \ `' / _ (NGPA) •�'•\ ` ` C.O.R. STD PLANS MO..2 AND MO..3.
1-4" GATE VALVE (FLxM✓) - - _ ' - _ ;; -' - a
W/ CONC BLOCKING \ • - - \/ - = ' / • • -� \ I ••\,• I c 8. WHERE NEW WATER MAIN CROSSES A NaV-POTABLE PIPE, ONE FULL
- - _ �, .. ` \\ - / _ _ /' 1 �... LENGTH OF WATER PIPE MALL BE USED W7H THE PIPE CENTERED Fap
J / / TRACTA \ 0 ♦ �� \ \ I ! ' _ _ - ••\ _ _ '� .. _ .. _ .. _ . I _ .. _ .. _ \ , MAXIMUM JaNT ZPARAnaV.
_ (STORM/OPEN SPACE)_ \ L - �- - .; �, ♦ j \ v - �,- =='I ' - - / / \ ` - - •I - _ _ I 9WA7ER MAIN PIPE DEREOXW SHALL NOT EXCEED ONE-HALF OF PIPE
\ .� / \
\ \
\ � , , , ; i /' • ` I MANUFACTURER S SPECIf1CA71ON FOR SIZE 6F PIPE USED.
�11 986, 9.00'LT\ . \�\\ \\ \ / ,\
O / 1-11 1/4' BEND (M✓) - -� �+ •, ,0 ,• \ \ I , ;= , __- �' / -- " PRESSURE REDUCING
i W/ CONC. BLOCKING `� \ �o� 21LF 6" Di;8 \ I ,_� _ ;. TRACTH
10LF 10" DI 0'' \ ' (STORM/ OPEN SPACE) ' / J / ° • ' a : a a ° q .° J -VA
11t27.54, 8.99' LT � \ � \ \ .. � � � ;= '� / /,,;:� - J - - •. • •• • ' • _ -
EX TREE " 11+17.91 8.96' LT 1°c \ �,' \ - I c / f - - �- - _ ALL WATER SERVICES SHALL HAVE A PRESSURE REDUCING VALVE
TO BE SA VED 10 x6 TEE (M✓xfZ) ' o\\ \ ; - / / I L INSTALLED ON THE DOWNSTREAM SIDE OF THE METER aV PRIVATE
1-11 1/4' BEND (M✓) �� \ \ - 1 t \ \ �� / / / ' ✓ �, - - - I PROPERTY.
1-6" GATE VALVE (fZxM✓)
(TYP) L-____ _=====-- RRE HYDRANT ASS'Y W/ CONC. BLOCKING • • ,: s� \ 12 \ \ / ' ' - - - /' .✓ 133.33 - - SS -SS / r' - - LEGEND
W/ CONC BLOCKING \ • \
°LAZONG PROPOSED
t,
/ - ~ • 1 p , , , \ r i ti' CS RW HWRANT FIRE HYIMANT
1 1Of59.49 6.56 L T
a \�
a/•`,.
------------------------------- __ 1-22 1/2' BEND (M✓)� 1 � • ' • � •
------ 2" wA>FR,ME�ER
-----
/ / / � .�L -_ ---�_ -_ ----_ - - - W/ CONC BLOCKING Q � .:. � � / - - ��•'� •�� . � . � � �� 96�\ � � 41 �.�� ; 8LF 12",Dl � wA� �E>�e
cp o � t " C[ PIPE BEND
10 SPOOL AS READ \ \ _ _ /� \� I \ \ I IN[ 1-11 1/4' BEND (M✓) 68 :'k. w �. . ��„ I -�� cA7E VALVE
W/ CONC. BLOCKING _ _ / - - - I
92f 18.35, 10.52' RT � �-�:�,�� /� � 1 \ q � J v v / _ I - - \ I F�I TEE
� _ �' > > •. I - :•- ' � o_ \96t64.30, 10.02' RT � I
(� 1-12"x 6" TEE (M✓xfZ) 93*76.16, 10.19' RT �, � � co � - •T � ' f � w � _ \ •� T)PE / �o►�a�
f0.06 RT 18.11 LT I - - l 1-11 1/4 BEND (M✓) o
93f57.23, ' 96*21. 45,, 8.70 RT � W/ CO/VC BLOCKING Q
1-6" GATE VALVE (fZxM✓) ��1-12"x 6" TEE M✓xfZ 9f90.50, " :: \,� , a . •' _ _ w N \ \ I \ AIR -VAC
1-12 DI SPOOL " ( ) 1-12 x10 TEE (fZ) �., w 1::. . ;,.4:. _ -I` al " , \
�1-6 GATE VALVE (fZxM✓) - ~" `t 0 1-11 1/4 BEND (M✓)_ _ 1-12 SPOOL AS RE40� w
" .:1•'�. :.e'%oY'.f''r... , :• :•.::>L:: . -.,� / / a C\ WATER A/AlN
(BETWEEN TEE AND CROSS) �2-12 GATE VALVES (fZxM✓) \ 95 L
FARE HYDRANT ASS Y " - SS - - W/ CO/VC. BLOCKING - - 1-22 1/2 BEND (M✓) , z N
.. ' fRRE HYDRANT ASS Y 1-10 GATE VALVE (fZxM✓) S - - - - - - _ / - o �> \ \ �pK INS•,y
- - W/ CONC. BLOCKING / ss o -� - ��� / y W/ C�VC. BLOCKING o Z o\ \ v • o oy". CIVIL ENGINEERING
• W/ CONC. BLOCKING W/ CONC BLOCKING ' 3195 Np i 96t8357, 20.10' RT \ \ _".'� o• z
LANDSCAPE ARCHITECTURE
AREA TO BE DEDICATED 1-22 1/ 2' BEND M✓ O \ _�
o / oNP / AS PUBLIC ROW W/ CONC. BLOCKING PLANNING
, 99 DESIGN SURVEYING
6LF L/NCOLNA VE ,
12 D/ 0� ' 19 52 / / / / / 96*88. 07, 20.14 RT • • /(1NAL
99*00 _ 0 100+00 R 19� gg �'3� >o o" / / / / / , / CONNECnON PET? C.O.R. STD. PLAN 3005
� 12100 NE 195th St, Suite 300 Bothell, Washington 9801 1 425.885.7877
0 �o� 9 00 - �- 0 94+ = / / / / ' / / / / i / ,,,_REMOVE EXISnNG 12" PLUG AND \ 4 28 22 W-417 9 0 2
I TEMPORARY BLOWnfF. CONNECT / /
66LF 12 D/
- \ 73LF 1 19LF / -TO EXlS11NG WITH.•
1 F 12 h 2 D/ " ,
12D/ 27L 12"D \ _-_ _ _ AlIN COMPLIANCE WITH CITY OF RENTON STANDARDS
_ NI IN /' / ---��� i� _/ 1-12 SLEEVE(M✓)
z �' ° / 1 1 L = _- _ - _ _� / � / 2-D/ SPOOL
�- - - - - - -6p_ _ \� 1_ -- \ / / / - - - - _ r - - J J i 1-12" GATE VALVE (M✓) DEVELOPMENT ENGINEERING
91f98.91, 10.61' RT
INSTALL 12" POLY PIGGING
92f84.39, 10.32' RTJ "
" \ 14LF 6 D/
12 GATE VAL VE (M✓)
\
1-22 112-BEND (M✓) _ / /
W/ CONC. BLOCKING / /
/
i
M 00
0)
N l `�
^ W W
PER CO. R STD PLAN 300 6
INTH 12" VERTICAL CROSS (M✓xfZ) VAERT/CAL VA TUM 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH ENN RR SPRAGUE P.L.S. � "�'"- MVD IM
PLUG (M✓) NAND 88, GNSS DERIVED 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH�``WD '�'�' CITY O F CANOPY
AND CONC. BLOCKING ON 4196 L/NCOLNAVENE, RENTO
NORTH END of CROSS. 3 REVISED PER CITY COMMENTS MEM 4/11/22 HHH HOLLI HEAVRIN R E N TO N
BASIS OFBEAR/NG 4 REVISED PER CITY COMMENTS MEM 4/28/22 H H H DwN' MAR YMOORE °
ONE INCH DATUM
CHECKED. AT FULL scME Planning/Building/Public Works Dept.
N88V655"W Bf-7#ffN THE TW FOUND HOLLI HEAVRIN IF NOT ONE INCH
MONUMENTS /N THE 05NERLINE OF SE 80IN ST NO. REVISION BY DATE APPR HO Ll H HEAVRIN P.E. � �Y WATER PL
r '1
WATER UTILITY
agafour 05/10/2022
DATE: Q
4128122 (�
98056 FlmBOM,
PACE
DRAWING NO:
C6" 01
rSH-W- OF:
51 107
N
v
I
GENERAL NOTES
1. MAXIMUM ALLOWABLE DORfCAaV AT EACH J6YNT SHALL NOT EXCEED ONE --HALF 7HE
MANUFACTURERS RECOMMENDED PERMISSIBLE DME0776YV.
2. ALL CONS7RUC710W .SHALL BE /N ACCORDANCE WITH THE CITY OF REWm STANDARD
SPECYRCA77GWS.
3. LOCA77L7VS Ole EX/S77NG U77L177ES .SHOWN ARE APPROX/MATE. EXISTING U77L/77ES SHALL BE
REZD LOCATED BY RESPECTIVE U77LITY COMPANIES PRICY? TO COWSTRU077CYV
4. 6 WTRA07OR SHALL REZD VERIFY ALL CONNE0776WS 70 EX/SANG PIPES F6R PROPER
RT77NGS AND DEPTH.
5. CON7RAOMR SHALL NOTIFY ALL AFFECTED U77LI77ES 24 HOURS PR/6R TO CONSTRU0776W..
6. ALL WATER R777NGS AND VALVES WITH MECHANICAL dOYNT (MJ) END(S) .MALL HAVE A
WEDGE -TYPE RETAINER LAND E06AL 70 MEGALUG SERIES 1100.
7. 06YWREIF THRUST BLOCKS REIXARED OW ALL WATER R777NGS PER C.O.R. SID PLANS
MO AND 330.3
8. WHERE NEW WATER MAIN CROS FS A NON -POTABLE PIPE, ONE FULL LENGLY OF WATER
PIPE SHALL BE USED WITH THE PIPE CENTERED F6R MAX/MUM ANT 5 PARA17aV.
9. WATER MAIN PIPE DORfO7701V MALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS
S0EaR6A77aV FOR SIZE OF PIPE USED.
LLJ
o— ------ —
100,
TRACT C
(OPEN SPACE) — — — — — /
-----130— /—
_ _ F/RE HYDRANT ASSEMBL Y
— — — — PER C.O.R. SID PLAN 3f0.1
E MEET 06. 31
oe
13t67.42, 9.07' L T
1-22 112- BEND (M✓)
PROPERTY W/ CONC. BLOCKING
/ /NF /TYP) ,
__,,,�13+12.57, 9.00' LT
1-22 112' BEND (M✓)
W/ CONC. BLOCKING '
Y //
INERT/CAL DA TUM
NAVD W,, G/VSS DERIVED
BASIS OF BEARING
N88'46551W BETWEEN THE TW FOUND MONUMENTS IN THE
CENTE'RVNE OF Sr 80TH ST
PRESSURE REDUCING
VA VES
ALL NATERSERVICES .MALL HAVE A PRESSURE REDUCING VALVE
INSTALLED ON THE DOWNSTREAM SIDE OF THE METER OW PRIVATE
PROPERTY.
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
Im
REVISION
SEE SHEET C6, Of
LEGEND
C� FIRE HYMANT
S(
RRE HWRANT
WATER VAL W
Ig
WATER METER
WATER METER
4�[
PIPE awD
IN[
GATE VALVE
•} ME / BLOW -OFF
NR-VAC
WAM? MAIN
MEM
7/15/21
HHH
EN R SPRAGUE P.L.S.
�
MEM
2/15/22
—PH H
M.
oEMHOLLI HEAVRIN
MEM
4/11 /22
H H H
MEM
4/28/22
H HT_
DwN' MAR MOORS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SME A` IMMMILf
CHECKED:
HOLLI HEA VRIN
BY
DATE
i
APPR
I
APRofin:
HOLLI H. HEAVRIN P.E.
SCALE: 1" = 20'
0 10 20 40
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
NOMAL• W W /1 RQ/101
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
COAL CREEK U77LITY DISTRICT
WATER MAIN
UNDER SEPARATE PERMIT
• .a
TRACT F
(OPEN SPACE)
pK INS
�, i�osyH CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
'Con
99 DESIGN SURVEYING
IONA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
4/28/22 W-417 9 0 3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 05/10/2022
FWATER UTILITY .,�
gafour 05/10/2022
CANOPY 4128122
4196 LINCOLNA VE NE, RENTON, WA 98056 FIEU)BK:
PACE:
WA TER PLAN
C6.02
Er: OF.
52 107
R
1
O
Q
130
120
110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O S.
. O
100
V VO
Q m� N V QQ =u
IN AREAS OF LL, NEW
ROADWA Y SUB ADE .BALL BE i� c�
9O FILLED AND C PACTED BEFORE = N $ ^ II o $
EXCAVAAON INSTALLAAON OF o o = z Q it M/N COVER
Q NEW WATER M IN. 0E m m W p m %)
v Q Q
80
ooc'�o o°j \o
^��� o°j oN�= .
10"M
LF :
70 — — —
F 10" 01 .
o
67 ".Dl. . . . . . . . . . . . . . . . . . . . . . . . . .
60
50
E11STING GRADE, PROPOSED GRADE
OF ROAD (TYP) OF ROAD (TYP.)
170
160
150
140
4 130
m
Q
W 120
110
10+00
16+00
�o
10+50
11+00
16+50
17+00
11+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
12+00
F#ZWI f�#Ifs
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
NO.
I
REVISION
U
IN AREAS OF RILL, NEW
ROADWAY SUBGRADE SHALL BE
RILLED AND COMPACTED BEFORE
EXCAVAAON FOR INSTALLAAON OF
NEW WATER MAIN.
T
?1Z SCALE 1A 20'
RT. SCALE 1 --10'
N
12+50
13+00
18+50 19+00
MEM
7/15/21
HHH
EN R SPRAGUE P.L.S.
�
AS NOTED
MEM
2/15/22
HHH
gym,
HOLLI HEAVRIN
MEM
4/11/22
H H H
MEM
4/28/22
H H H
DwN` MAR MOORS
ONE INCH
AT FULL SCALE
IF HOT ONE INCH
SCAIX A` IMMMILf
CHECKED:
HOLLI HEA VRIN
BY
DATE
I APPR
APPRDVEn:
HOLLI H. HEAVRIN P.E.
o�
13+50
EX/STING GRADE � OF ROAD MM
�Q�o�m mu 130
O
c' Q / PROPOSED GRADE, OF ROAD
12o W
. 83 LF 10" DI m
8 LF 10" DI
W
j_. / •
110
62 LF 100 01
19+50
FIORQWAL• WD IW3M/101
DATUM
160
150
140
130
120
110
19+75
CITY OF
RENTON
Planning/Building/Public Works Dept.
70
50
14+50 15+00 15+50
pK INS
MAIsyy CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
=.z PLANNING
'Con
99 DESIGN SURVEYING
lSTE�. '
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
4/28/22 W-417 9 0 4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0
msippo 05/10/2022
WATER UTILITY
agafOUr 05/10/2022 Q
Z
CANOPY DATE 4128122 Q
4196L/NCOLNAVENE, RENTON, WA 98056 FlaDBK:
PACE
DRAWING Na
WA TER PROFILES C6.21
(ROAD A) SHEET. OF. 5,3 107
0
Z
Q
91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00
130
120
110
100
P16
rffj
30+00
30+50
31+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
31+50
32+00
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
"m
REVISION
32+50
MEM
7/ 15/21
HHH
sumEYED:
ENN R. SPRAGUE P.L.
MEM
2/1 5/22
HHH
DESIGNED:.
HOLLI HEAVRIN
MEM
4/11 /22
H H H
MEM
4/28/22
--PH H
°""` MARY MOORS
CHECKED:
HOLLI HEAVRIN
BY
DATE
APPR
HO LI H HEAVRIN P.E.
33+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
33+50
HORIZONTAL- MAD 198 3/1991
DATU M
130
120
110
100
*6
Wld
��
Pflj
34+00
CI TY OF
RENTON
Planning/Building/Public Works Dept.
100
70
m
50
pK INS
i�osyy CIVIL ENGINEERING
=vim f • o:z LANDSCAPE ARCHITECTURE
PLANNING
'Con
99 DESIGN SURVEYING
lSTE�. '
JOINYA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
4/28/22 W-417 9 0 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � �
m
Dsippoo 05/10/2022
WATER UTILITY
agafour 05/10/2022
00
.J
CANOPY 4128122
4196L/NCOLNAVENE, RENTON, WA 98056 FlmBOOK:
PAGE
WA TER PROFILES C6,22
(ALLEY-1 & L/NCOLNA VE NE NEW) �° OF. 54 107
N
N
O
VA
V
O
Q
O
Q
M
FA
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION 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 CONTRACTOR
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 1-800-424-5555 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 BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA 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/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH 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 CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO 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 BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS 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 UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING 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.
8. 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 BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
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 NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o STD. PLAN - 300.0
+ a► ��� PUBLIC WORKS WATER PLAN GENERAL NOTES
�N�o$ DEPARTMENT MARCH 2O10
MARKER MARKER
I '
I
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
T
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
7'
i
�I
4"
RAISED PAVMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY (BLUE)
MARKER
t
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS: TO BE INSTALLED
ON THAT MAIN STREET
'•AARKER
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
PUBLIC WORKS HYDRANT MARKER LAYOUT
r DEPARTMENT
A' V, MARCH 2010
E
TESTING DETAIL
t 10 FT
XISTENG TEE, DEAD END LINE, CAP OR PLUG
0 NOT DISTURB BLOCKING
NEW WATER LINE
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I, SPOOLS
FINAL CONNECTION BY CITY FORCES
STD. PLAN - 300.5
PUBLIC WORKS CONNECTION TO WATER MAIN
�J DEPARTMENT EXISTING TEE OR END LINE CAP
� MARCH
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
9" MIN
12" MA)
7INISH GRADE
x
z¢�
�sj
0
N o ca
22-1/2' -/
CITY
PRIVATE
PIPING
PIPING
J I IN UNIMPROVED RIGHT OF
z
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
}
w LONG COPPER TAILPIECE.
w
dI SIDEWALK
0
TOUCHREAD WATER
METER TO BE
12
SUPPLIED BY THE
z
a
CI TY
TYPE "K" SOFT
= o
"
>
oc
COPPER
TUBING
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUP'_ING
L LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER
SERVICE LINE TO METER.
CORPORATION STOP WIT[- BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BAL_ VALVE AND SING-E CHECK VALVE ON OJTLET.
ALL FITTINGS SHALL BE WITH QUICK DINT.
N OTF:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX_
A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PiT LiD
71
TYPICAL
RIB
I
1"
GALVANIZED
PLUG
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
Y 1" WATER SERVICE STD. PLAN - 320.1
� ■ � PUBLIC WORKS
DEPARTMENT
NOVNMHER 2001)
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
REVISION
FT^II``HFFi ''RAT)r 71 F"VATION
I
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN, COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN I POLYPIG
VERTICAL CRASS FOR POLYPIGGIN(y STATION
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ K FL)
ONE 13;1N0 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
STD. PLAN - 300.6
■ PUBLIC WORKS POLY PIG STATION FOR CLEANING OF _
DEPARTMENT WATER MAINS
MAI<CI 12a1D
k
U
n
11-1/4' BEND 22-1/2' BEND 45' BEND
� I I
CAP _
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4
90'
45^BEND
11 1/4'
90•
145' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2•
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
29
2.1
2.1
1.0
22
1.6
1.6
1.0
6
13.3
9.4
1 9.4
6
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8
3 _3
16.7
16.7
6.
11.7
BA
8.4
.4
8 B
Z5
12
53-0
37.5
37.5
15.0
26.5
18.8
10.8
7.5
20.0
t4.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" LAIN COVER FOR WATERMAIN LESS -THAN 12".
4'-O" MIN. COVER FDR WATERMAIN 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = D.D. PIPE + 1.0'
11-IRUST BLOCK BEARING
AREA REFERS TO ME.
FgCE OF BLOL'K MfA51{REI7
IN SOUARC FELT
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SCIL TYPES
DIFFERENT THAN SHOWN SHALL IN DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH,
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
PUBLIC WORK CONCRETE BLOCKING FOR STD. PLAN - 330.2
■
.+ DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2010
MEM
7/15/21
HHH
5"1
ENN R, SPRAGUE P.L.
MEM
2/1 5/22
HHH
oEs�N HOLLI HEAWIN
MEM
4/11 /22
HHH
MEM
4/28/22
HHH I
DwN` MARY MOORS
CHECKED:
HOW HEA WIN
BY
DATE
APPR
HO L/ H HEA WIN P.E.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF Mn ONE INCH
SCALE ACCORDINGLY
WRIZMAL:'W 9/1/1991
DATUM
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
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 NATIONAL 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 DTM 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.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
�EXPANSION JOINT AT
BACK OF SIDEWALK 2" CONCRETE
/, RPLANTI PLANTING
36" MIN
COVER
TWO' -PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD B" 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
BLOCKING
CONCRETE J v
THRUST BLACK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
t r fi" GATE VALVE (FL X MJ) AWWA, C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUNDMIN 3' RADIUS
MIN 3' RADIUS
„I
WR
193)
ONE MAN ROCK
6.,� 1 1
6 D T. 6" CONCRETE PAD 5 CONCRETE PAD
;UT FILL
HYDRANT LOCATION IN CUT OR FILL
ti} � -
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN 310.1
DEPARTMENT
INTO$ 1C1_'ll _;tli_i
fir% CITY OF
AI%IWO
RENTON
Planning/Building/Public Works Dept.
pK INS
�, i�osyy CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
'Con
99 DESIGN SURVEYING
JSTE�. '
JV NA 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
4/28/22 W-417 9 0 6
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 05/10/2022
WATER UTILITY
agafour 05/10/2022
CANOPY 4128122
4196 L/NCOLNAVENE, RENTON, WA 98056 Flm�K
PACE:
DRAWING NM
OF..31
WA TER STANDARD DETAILS 55 107
1
1z
Q
SHACKLE RODS
ti
PUBLIC WORKS
DEPARTMENT
T
WATER MAIN
2" CLOSE NIPPLE
2" 90' ELBOW
CONCRETE BLOCKING
s
TYPE B
CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
FITTINGS
TWO PIECE CAST IRON VALVE -
EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION,
WITH REGU_AR BASE SECTION
LENGTH TO FIT.
2" RESILIENT SEATED
GATE VALVE, SCREWED -
2" GALVANIZED \
PIPE 12" LONG
2 CLOSE NIPPLE
BETWEEN CAP OR PLUG'
AND 2" 93' ELBOW
MARCH 2010
F ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
N PPLE AND 2-2" 90- BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
PLANTER OR CAST IRON BOX IN PAVED
OR CONCRETE AREAS.
:4F�2" CLOSE NIPPLE
2" 90 ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NU I EXTENSION AS REQUIRED
(SEE DWG BR46 / PAGE B090)
GROUND LINE CONCRETE SIDEWALK
6" MAX.
INS -ALL 4 MIL POLYETHYLENE MAX o �� ;6 oa °0 �,
PLAS T-IC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE 1 goo 0
o Co coo`oo
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1 /4" MESH
FOR DRAIN
ELEVATION
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"x2"x2" TEE AND 2 CAP
2" CLOSE NIPPLE BEWTEEN TEE
AND 90` ELBOW.
2" 90` ELBOW
Y STD. PLAN - 340.1
PUBLIC WORKS 2" BLOW -OFF
+ '•` .� DEPARTMENT PERMANENT ASSEMBLY
MARCH 2O10
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
WA TER NOTES AND SPECIF/CA TIONS
1. ALL WORK MA TERIAL ,HALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEClf7CA IONS OF THE
CITY OF RENTON PLANN/NGAUILDING.IPUBLIC WORKS DEPARTMENT AND THE LATEST ED1776YV OF THE
W5D0T/APNA STANDARDS AND SPECIFICATONS, AS APPROVED AND MODIFIED BY THE CITY OF
REN70N /N THE RENTON STANDARD PLANS & SPECIFICATONS. A SET OF APPROVED PLANS SHALL BE
KEPT ON SITE AT ALL LIMES DURING CONSIRUC77ON.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO &JO AM TO , -JO PM ON
H65KDAYS UNLESS OTHERWISE APPROVED IN WR/77NG BY THE PUBL/C WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, F/RE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS /N ADVANCE OF ANY WORK /N THE RIGHT OF WAY.
,3. ALL LOCA77ONS OF EX/SANG UhLlTTES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATON SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR U77LITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4. AN APPROVED TRAf77C CONTROL PLAN IS REQUIRED TO BE SUBMIT70 AT THE PRE-CONSTRUCAON
MEEANG.
5. DATUM FOR VERACAL CONTROL SHALL BE NORTH AMERICAN VFRACAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS OTHERWISE
APPROVED BY THE CITY OF RENTON PUBLIC NbRKS DEPARTMENT. REFERENCE BENCHMARK AND
EZEVATONS ARE NOTED ON THE PLANS.
6. ALL NA7ERMA/N PIPE IS TO BE CEMENT LINED DUCTLE IRON PIPE CONFORMING TO AWA 0110
AND 0111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL 00A77NG
SHALL CONFORM TO AWWA 0104 OR LATEST REWS16YV. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL
✓DINT. BEDDING TO BE CLASS C. ALL DUCTLE IRON PIPE AND RTINGS SHALL BE POL YETHnaIr
WRAPPED PER ANSI/AWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTLE IRON R777NGS SHALL BE CEMENT LINED, PRESSURE RA 7ED AS N07ED ON
PLANS AND IN ACCORDANCE WI H ANSI/AWA ClIOIA21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWA C104/421/4-90. IF R 77NGS ARE ,3 TO 12 INCHES IN DIAMETER
AND HAVE MECHANICAL JOINTS, THE FI777NGS SHALL IN ACCORDANCE WITH El7THER ANSI/AWA
C110-A21.10-87 OR ANSI/AW1NA C153/A21.0-94. 7HREE (,3) INCH TO 12 INCH DIAMETER
f7777NGS, WHICH HAVE MECHANICAL ✓0/N75 AND/OR FLANGED JOINTS ,WALL BE IN ACCORDANCE NIH
AN91AWA C1IOIA21.10.87 OR A COMBINATON OF ANSI/AWA 0110/A21.10.87 AND
ANSI/AWA C15IA21.53-94 SUCH THAT THE PORTION OF 7HE f1177NG NIH A MECHANICAL
JOINT(S) MAY BE WITH ANSI/AW1NA C153/A21.0-94 AND THAT POR77ON OF 7HE R777NG WITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE WI7H AWA CIIOIA21.10-87. ACCEPTANCE TES77NG
IN ACCORDANCE W hY SECTON 530 OF ANSI/AWA SECTION 10-4.,3 OF ANSI/AWA
C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND 7RANSMI77ED TO THE OWNER.
8. GA7F VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC IM7H BRONZE WEDGING
DEVICE AND 0-RING S7Uf77NG BOX (A WA C500) OR OF RESIL/ENT SEATED TYPE (A WA C509)
VAL VFS SHALL BE DENGNED FOR A MINIMUM WATER OPERA77NG PRESSURE OF 200 PSI. GATE
VAL VFS SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H.
9. RRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESS16YV TYPE
(OPENING AGAINST PRESSURE) CONFORMING 10 AWA C-502-85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VAL VF OPENING (M. V. 0.) OF 5-114 INCH, 7*V 2-112 INCH HOSE NOZZLES
WIN NA TONAL STANDARD THREADS 7-112 1NREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE
WIN THE NEW SEA77ZE PA77FRN 6 THREADS PER INCH, 60 DEGREES V. THREADS- OUTSIDE
DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-114
INCH PENTAGON OPERA ANG NUT OPENED BY TURNING COUNTER CLOCYNSE (LEFT).
10. THE 7*0 2-112 INCH HOSE NOZZLES SHALL BE f77TED WITH CAST IRON THREADED CAPS NIH
OPERA ANG NUT OF THE SAME DESIGN AND PROPORIOIVS AS THE HYDRANT STEM NUT. CAPS SHALL
BE f777FD NTH SUITABLE NEOPRENE GASKETS FOR POS/AVF WATER IGHTNESS UNDER TEST
PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE f777TV W 7H A 5TORZ ADAPTER, 4 INCH SEA 77ZE THREAD X 5
INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-76 ALUM/NUM ALLOY,
HAROCOAT ANODIZED. THREADED END PORTOIV SHALL HAVE NO LUGS AND T144'I SET SCREWS 180
DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEA 1-HER STORZ CAP TO HA VF
SY9V77HEI0 MOIDED RUBBER GA f T AND SHALL BE ATTACHED TO HYDRANT ADAPTER W177H 118 INCH,
COA TFD, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED W 7H 7*0 COATS 6F PAINT. PRESERVA77VF PAINT NUMBER 4,3-
655 SAfFTY YELLOW OR APPROVED EQUAL.
IJ PUMPER COIVNECAOIV TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS
LATEST REVISION.
15. ALL WATERMA/NS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW
FlN/SH GRADE. ALL NATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES
BELOW FINISH GRADE. WHERE UTILITY CONfZICTS OCCUR, NATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WA 7ERMAINS 6 INCHES AND LARGER /N DIAMETER SHALL BE CLEANED NTH PIPE CLEANING
IPIGS'PR/OR TO DISINFECTON. THE gPOL Y PIGS"SHALL BE GIRARD INDUSTRIES AOUA SWAB -AS OR
APPROVED EQUAL, 2 LBICU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATNG
ON THE REAR OF P/G'ONL Y.
17. "PIGS'SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL
PERFORM 7HE CLEANING Off RATOV
18. ALL WA 7ERMA/NS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN/MUM OF 200 PSI OR 150 PSI
OVER OPERA LNG PRESSURE, IN ACCORDANCE NTH THE SPECIR7CA IONS OF THE CITY OF REN7O V AND
THE WASHINGTOIV STATE HEALTH DEPARTMENT. ALL PRESSURE TES77NG SHALL BE DONE IN THE
PRESENCE OF A REPRESENTATVF OF THE CITY OF RENTON. THE QUANTTY OF NA TER LOST fROM THE
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF REN76YV
STANDARD PLANS & SPECIF/CATONS 7-1t J(11) THE LOSS /N PRESSURE SHALL NOT EXCEED 5 PS/
DURING THE 2 HOUR TEST PER/OD.
19. ALL WA7ERMA/NS AND SERVICES SHALL BE DISINFECTED BY THE /NECION OF A 50 PPM (MINIMUM
COIVCENTRAAON) CHLORINE/MTER SOLUTOIV. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED /N
THE PIPE AS LAID. CHLORINE SHALL BE MEMRED,NECTFD IN ACCORDANCE MIN .9600N 7-
11.3(12)E OR 7-1tJ(12)F OF THE STANDARD SPEC/f1CAT6N5 REFERENCED ABOVE.
20. A PRE-CONSTRUCTON CONFERENCE IS REQUIRED PR/OR TO ANY CONSTRUCTON. A MINIMUM OF RVE
(5) WORK/NG DAYS NOTCE IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQU/RED PRIOR TO STARING NEW CONSTRUCTOV
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
REVISION
22. /T SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARING
CONSTRUC770YV.
23. /NSTALLATON OF CORPORATE STOPS, NA7FR SERVICES, LINES AND METERS SHALL NOT BE DONE UN77L
ALL SERVICE AGREEMENTS METER APPLICATIONS, CONSTRUCTION PERM17-S AND PAYMENT OF FEES
HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXIS77NG MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET
TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL fROM THE
PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVA77ON AND MATERIALS ARE TO BE SUPPLIED BY
THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY N077ROA AONS.
25. INSPECTION IMLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF REN70N. IT SHALL BE
THE CONTRACTOR S RESPON.981LITY TO NOAFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS /N
ADVANCE OF BACKF/LL/NG ALL CONS7RU077ON. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL
KEEP AS-BU/L T DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -Off ASSEMBLIES FOR TES77NG AND PURITY
ACCEPTANCE PRIOR TO RNAL AE--/N.
27. ALL JOINT RESTRAINT SYS7EMS (SHACKLE RODS, NUTS BOLTS, ETC.) SHALL BE AS MANUFACTURED BY
THE STAR MANUFACTURING COMPANY OF COLUMBUS OH/0, OR EQUAL, APPROVED IN WR/ANG BY THE
PUBLIC HVRKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING ,HALL BE SA#VUT TO A MINIMUM DEPTH OF 7W0 (2)
INCHES. 06L MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS,
CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF 7WD (2)
INCHES OR REMOVED TO AN EXIS77NG EXPANS16YV JOINT.
29. A TEMPORARY COLD MIX ASPHAL T PA TCH SHALL BE PLACED ON THE DA Y OF INITAL EXCA VA AOIV WITH
A PERMANENT, SEALED PATCH TO BE PLACED, TO C/TY OF RENTON POLICY, WITHIN 10 DAYS CALL
FOR SUBGRADE /NSPECAOIV PRIOR TO PLACEMENT OF FINAL PATCH. *
30. FOR CITY PROLECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL
PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 /N UNIMPROVED AREAS AND
SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
MEM
7/15/21
HHH
EN R SPRAGUE P.L.S.
�
AS NOTED
MEM
2/15/22
HHH
gym,
HOLLI REAVRIN
MEM
4/11/22
HHH
MEM
4/28/22
HHH
°""` MARY MOORE
ONE INCH
AT FULL SCALE
IF Mn ONE INCH
Sry E A`MD1N0Lf
CHECKED
HOLLI HEA VRIN
BY
DATE
APPR
ANIMM.
HOLLI H. HEAWIN P.E.
IM
HORIZONTAL- WD1W3/191
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
pKIN
S
MAI;ry'y CIVIL ENGINEERING
d, z LANDSCAPE ARCHITECTURE
PLANNING
'Con
99�Z�
DESIGN SURVEYING
lSTE.. '
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
4/28/22 W-417 9 0 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 05/10/2022
WATER UTILITY
agafour 05/10/2022
CANOPY
4196 L/NCOLNAVENE, RENTON, WA 98056
WA TER STANDARD DETAILS & NOTES
4128122
C6.32
Er. oF:
56 107
N
N
V
M
0
O
Q
0
v
11
1
REVISED
PER
CITY
COMMENTS
MEM
7/15/21
HHH
2
REVISED
PER
CITY
COMMENTS
MEM
2/15/22
HHH
3
REVISED
PER
CITY
COMMENTS
MEM
4/11/22
HHH
4
REVISED
PER
CITY
COMMENTS
MEM
4/28/22
HHH
2I•= N2,vAR1[•1! m--fmmI]-,,rI=W1»:,
SPRAGUE P.
DESIGNED. HOLLI HEAVRIN
MARY MOORE
CHECKED.
HOLLI HEAVRIN
HO H HEAVRIN P.E.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE:
1 "
50'
0 25 50 100
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
MRMWA'NI W � L:/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
4/28/22
PROPERTY LINE
(TYP)
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
W-417908
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 05/10/2022
CANOPY
4196 L/NCOLNAVENE, RENTON, WA 98056
COMPOSITE UTILITYPLAN
1
O
DATE: R
4128122 (`
FlELDBOOK:
PAGE:
DRAWING Na
C7.01
sHEEr: OF.
57 107
SEE SHEET C7, 03
9
O
O
h
N
v
0
it 16 W
/ 15
�� v•10 11 12 13 li 14 II ° �.. 15. IW
0 8 ° , ° ° ; ° 4 15' STRUCTURE SETBACK
EJ
FROM SENSITIVE AREA.
SEE WETLAND M/AGA AON
PROPERTY �� I \ %
cvI I PLAN.
LINE (TYP) I �; I / ;. Ai i
32+0� 0
CB 7
CB 30
1 00 �� CB29
$ : CB 6 31 \ I PROPERTY
LINE (TYP)
CB 28
1\ '` 3 4 5 I
\ CB 6B 2 i, 6 I
\ ; • \ ° / / CB 27 I I SEE CROSSING TABLE, I I
\ f
SHEET C7.05 (T)P)
TR. J
(LIP SP.) 1
o00
_ q
V.
VAULTACCESS R
X o �'9� `� —------- o TRACTG �w
/ o
le (NGPA)
iL
CD
CB 3 icl?il? I ° WETLAND B
SPACE) � • ' ° a. , , ; , `� (STORM/OPEN
PROPOSED ='CD
CB 4
EX TREE CB 4B �'• _,% - TRACT D ,
/•.
c TO BE SAVED ° • • ° , ;;,;'• (ACCESS)—
TRACTH
o \ ° (STORM/ OPEN SPACE) , ; ; ; ; 045
.q /
NORTH STORM VAULT ° . ° , /f N -f° . i .
SEE VAULT PLAN & DTZS, V - ° •.
W -WEETS CAJ1-C4.32 � / ' ° � W , ;;' = � �, � °
—SSA SS
CB 43B = SS I - -
--
°
°
w CB 43
o I I
II cf:9 .
ti. �[if �� o
° ' •', 9 ONP I w o
< o
° ° ° . •° • ° • / ONp I LJ opcc
0
L'i
95+00
4.
.•.. ' .e .. .• •. ._ . • SS PROPERTY
AIiE NE
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
4
REVISED
PER
CITY
COMMENTS
2I*= N2,vA R1[61!
LJ o
0
LLJ
�o
Lr)
CDCO
D LJ
SCALE: 1" = 20'
0 10 20 40
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
MEM 7/15/21 HHH EN R SPRAGUE P.L.S.
MEM 2/15/22 HHH�``WD '�'�' CITY OF
MEM 4/11 /22 HHH DEs�cN HOLLI HEAVRIN
MEM 4/28/22 HHH DwN' MAR MOORE R E N T O N
ONE INCH DATUM
CHECKED: AT FULL scuE Planning/Building/Public Works Dept.
HOLLI HEA VRIN IF NOT CHE INCH
BY DATE AP P R APRDfin: Sry E A` IMMMIL1
HOLLI H. HEAVRIN P.E.
o LINE (TYP)
U U
J LJ
m or
M
O
N
� 1
v
N
N
1
zS
V
c
r
c
r
L
c
M
0
O
ON
I o � `NW4'06'W 12.76
��
^ww
= w»
U)���
��0000
pK INS
�, • • MAIsyy CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
99 DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
4/28/22 W-417 9 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 05/10/2022
CANOPY
4196 L/NCOLNAVENE, RENTON, WA 98056
UTILITY CROSSING PLAN
DATE:
4128122 Q
FIELDBOOIC
PAGE
DRAWING NO:
CZ 02
SHEET: OF.
58 107
O
O
O
Z
Q
0
v
I
"m
REVISION
BY I DATE I APPR
Xf-NN R. SPRAGUE P.L.
DESIGNED:
HOLLI HEA WIN
MARY MOORS
CHECKED:
HOLLI HEA WIN
HO H HEA WIN P.E.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONTAL- MD IW 8/101
DATUM
TRACTF�
(OPEN SPACE)
61;
�ALLEY3
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
*jj;` - 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.781-7
4/28/22 W-417 9 0 c
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UTILITY CROSSING PLAN
4128122
CZ 03
59 107
N
N
O
V
OF
�Ikq!
Z
Q
O
O
0
Z
Q
I
'RING
RCHITECTURE
7 425.885.781-7
t1791(
DARDS
4128122
C7.04
Er: OF:
60 107
N
N
O
V
Z
Q
I
N
N
O
VA
V
O
Q