HomeMy WebLinkAboutR-394046GENERAL UTILITY NOTES
1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS.
A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN
DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY
PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, IX. FIRE HYDRANT
-
INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN
EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR
B REVIEW.
N 3. CAUTION - NOTICE TO CONTRACTOR I 11' UTILITY E
N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
O COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
Z EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
LU CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICTNTHTHE
oc C PROPOSED IMPROVEMENTS ON THE PLANS.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
H- UTILITY ENTRANCE LOCATIONS.
CTI 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
X 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. �25' WL BUFFER
Q 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY
2 EXISTING LINE.
oc D 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. POTHOLE AND VERIFY ACTUAL ELEVATION OF Ex. 12'
U9. ALL UTILITIES SHOULD BE KEPT TEN (101) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE WATER MAIN AT All CROSSINGS BY NEW STORM LINES
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). MAINTAIN 6' MIN. VERTICAL CLEARANCE BETWEEN
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE PIPES.
(EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ' THICK % 2' X 2' WIDE ETIIAFOAM PAD
LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE BETWEEN INSTALL STALL6WATER AND STORM PIPES
THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI
A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). IF MIN. 6' CLEARANCE CANNOT BE ACHIEVED, LOWER
E 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. SECTION OF WATER MAIN W,TH VERTICAL BENDS AND
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH BLOCKING AND/OR WITH PIPE JOINT DEFLECTION.
REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. CITY CREW TO PERFORM LOWERING OF Ex. WATER MAIN.
13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. /PERFORM IXCAVATION AND FINAL RESTORATION.
14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE
F SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE .1110' UTILITY ESMT.
INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. F
16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND I EX 15' UPUTY ESMT.-
VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER.
SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS.
17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED . ..-.
BY UTILITY PROVIDER
rEX. FIRE HYDRANT
- -15' UnUTY ESMT. Y I 40' ACCESS, GRADING & UTILITY ESMT:
PROP. SITE WALL (TYP.) -
-EXW -- -EXW- LX IV -- -EXJ- Ex N.r
--
X. TRANSFORMER TO BE RE -USD
PROP. 2,000 GALLON
RECLAMATION TANK,
SEE PLUMBING PLANS
IE 6" I14=21.07
IE 6' OUT=20.90
53LF 6' PVC SS XXX@_\
0 1% MIN.
34LF 6" PVC SS-
pROp. SITE 0 1% MIN.
WALL (TYP.) 26LF 6' PVC `.
0 1% MIN.
SD PROP 1,000 GALLON
OIL/WATER SEPARATOR,
SEE PLUMBING PLANS C
IE 6' IN=20.07
-G
IE 6" OUT=19.90
83LF 6' PVC SS
0 1% MIN.
PROP. ABOVE
FUEL. TANK
SANITARY SEWER STRUCTURES I O� a
SADDLE SSMH 01 SSMH 05 - _�_ _------- _ __ - -_--
C-5.1 01 RIM=22:3- 22.4 C-5.1 �' RIM=242- 24.12 20' UTILITY -
PROP. GAS SERVICE
C-9.2 �E 182"I oor�.''".11.0 (EX.) E 8" OU X19;899 SANITARY SEWER NOTES WATER NOTES DECOMMISSIONED EX. DOMESTIC ABBYY DEMO CONTRACT
H c ea ° RIMMH 23.32 Col ESC60-01� 88 SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES
E B°'"=}34413.32 SSS ENGINEER'S CONSTRUCTION RECORD CERTIFICATION
IE 8" OUT=433413.17 0
0 3 �-�, SSMH 03 IE 6"=20.* 20.18 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION
c-5., e ' E a° 112r s.sa G ES� 20.3EGEND
IE 8" OUT -15.61 15.43 4 SS PROPERTY LINE - - PROPOSED SANITARY SEWER PIPE 1 2
PROPERTY LINE-s.o c-5.
en SSMH 04 IE 6"=28:8& 20.98 (OFFSITE)( ) - - PROPOSED SANITARY SEWER
C-S.t V RIM=22.8- 22.66 1
� C��5 EXISTING EASEMENT ----------- CLEANOUT (SSCO)
v IE 8" N=47@316.68 SSCP PROPOSED BUILDING
IE 6"=2H9-21.26 PROPOSED SANITA Y • 1 2
IE 8" OUT --%-&316.56 SEWER MANHOLE SSMH c-5.1 c-5.
i PROPOSED SITE WALL )
SCO O6 EXISTING CURB ----------- P OPOSED 0 W SEPARATOR D 1
TO EMSTING TEL
29LF 6' PVC SS
I
015 MIN. I I
II
1.,40 :I
I
FUEL PUJ
U% 1
- --LI
20.26
8" SS
19.15
CARWASH �❑
WATER FITTINGS
,SENER
EXISTING WATER PIPE
SEWER ENTR ENTRY .'
c 7.0
11-85 IE = 21.5
❑3 1 - 6" 90' BEND
M PROP.
EXISTING FIRE HYDRANT
SERVICE GAS METER
PROPOSED
FFE = 25.0
1 1 - 12"x8" MJXMJxFL TAPPING TEE
PROP. 6" ARE SERVICE PRESENTATION
PROPOSED WATER PIPE
PROP. 27 DOMESTIC C
2 3
SERVICE
1 - 8" GATE VALVE
EXISTING STORM PIPE Ex so -
RPBA
3" FLOOR DRAI , 17LF 6°
C-7.0 C-7.0
SEE PLUMBING WA FIRE
1 - THRUST BLOCK
❑2 1 - 12"x6" MJxMJxFL TAPPING TEE
�2NF 6" PVC SS'r'
0 2% MIN. Ir.ESMT.
D
o l
EX.e25' UTIUTYI .
DuR
S SALES
SS ENTRY
IIIIFI
IE = 21.68 n 111
-PROP. FII
�7nz
✓/
e �®
8_X6'
9
REDUCER
11111F fin WA AROI
CONNECT NEW 2' DOMESTIC 3 B 8
SERVICE TO EASING WATERMAN 1
cl 6' DDCVA IN VAULT PER
REMOVE E%. FIRE HYDRANT STU PLAN 360.4.
INSTALL AL' MJ PLUG ON IX. I a --I INSTALL SUMP TO DRAIN TO (�
SURFACE VIA 6'0 OUTLET
10' UTILITY ESMT. AND PROVIDE POWER.
W W - y/Irl
e - - 15' WATER E LIT.' I_
I
IX. FIRE HYDRANT )
16.67' ACCESS & UTILITY ESMT�I
I I
3
1 C-5.1
2
CROSSING TABLE
CC IE�
UTIL 1
/RECLAIM TANK
■ O
p-4.1 P-4.1
WATER SERVICE METER
U% 1
PROPOSED CURB & GUTTER -
20.26
8" SS
19.15
1.11
WATER FITTINGS
PROPOSED CHAIN LINK FENCE -x
EXISTING WATER PIPE
Exm
c 7.0
JPROPOSED
❑3 1 - 6" 90' BEND
BENT PIPE BOLLARDS
EXISTING FIRE HYDRANT
-Ex GAS -
PROPOSED
FIRE HYDRANT
1 1 - 12"x8" MJXMJxFL TAPPING TEE
PROPOSED ORNAMENTAL FENCE
PROPOSED WATER PIPE
XXTF 6' WA FIRE
2 3
PROPOSED GAS SERVICE
1 - 8" GATE VALVE
EXISTING STORM PIPE Ex so -
RPBA
8" SS
C-7.0 C-7.0
1.30
1 - THRUST BLOCK
❑2 1 - 12"x6" MJxMJxFL TAPPING TEE
EXISTING STORM STRUCTURES
PROPOSED STORM PIPE D
PROPOSED THRUST BLOCK
PROPOSED FDC
VA
�
1
C_7.1
3
1.50
UX 7
1 - 6" GATE VALVE
BETWEEN
1 - THRUST BLOCK
SHOWN SCHEMATICALLY
c-7.1
CROSSING TABLE
1 - THRUST BLOCK
UTIL 1
PROPOSED STORM STRUCTURES
■ O
PROPOSED
WATER SERVICE METER
U% 1
2
20.26
8" SS
19.15
1.11
U% 2
EX. 12" WA
19.0
8° SS
c 7.0
K
❑3 1 - 6" 90' BEND
-
EXISTING GAS LINE
-Ex GAS -
PROPOSED
FIRE HYDRANT
Yr
2
C-zt
18.3
1 - THRUST BLOCK
16.6
PROPOSED GAS SERVICE
Gr
PROPOSED
RPBA
8" SS
1
C -7.o
1.30
® 1 - 6" 45' BEND
I EX. 12" SD
17.75 1
6" WAS
16.25
1.50
UX 7
EX. CROSSING
TO BE ADEQUATE
BETWEEN
1 - THRUST BLOCK
SHOWN SCHEMATICALLY
ONLY; PROPOSED GAS METER
PROPOSED
DDCVA
®
C 7.1
❑5 2" DOM. METER (BY CITY)
COORDINATE
W/ PROVIDER PROPOSED COMMUNICATION LINE
T
PROPOSED
DCVA
5
c 7.1
2 RPBA IN ABOVE GROUND
PROPOSED BURIED ELECTRIC
E
LIGHTING
>b m
ENCLOSURE PER STD PLAN NO. 350.2
L
(RANK PO
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•
CITY OF
RENTON
ySs`$
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Approved by-
Approved by.
_ Date--
ate__
_ Date--
1505 Westlake Ave. N.
1505
T (206) 522-8510
'� P�Yiy1B+,gg9o`� Approved by.
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Data_
Suits
Seine..
Seattle. WA 98109
F (206) 522-8344
www.PncLwo.mH
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nroam Approved by. ----Date__
_
NO.
REVISION
BY DATE APPR
CROSSING TABLE
CROSSING
UTIL 1
UTIL 1
INVERT ELEV
UTIL 2
UTIL 2
CROWN ELEV
A
U% 1
12" SO
20.26
8" SS
19.15
1.11
U% 2
EX. 12" WA
19.0
8° SS
17.9
1.10
NOT USE
-
-
-
-
-
U% 4
6° WA
18.3
8" SS
16.6
1.70
U% 5
EX. 12" SD
17.8 1
8" SS
1 16.5
1.30
UX 6
I EX. 12" SD
17.75 1
6" WAS
16.25
1.50
UX 7
EX. CROSSING
TO BE ADEQUATE
BETWEEN
AS BUILT
12" WA & 12" SO ASSUMED
NOTE EX. WA ASSUMED 3' BELOW EX GRADE
t CONTRACTOR TO ADD VERTICAL BENDS AS
NECESSARY FOR 6" WA TO CLEAR EX. 12" SO
ire.
AS NOTED"°""'
LE ML
DATUM
rmmm
-I
I
I
l
'I
I
I
I
>`
IX. SSMH
RIM = 21.63 -
CL CHNL 127 PVC (N -S) 11.85
�� - - 15' UTILITY ESMT.
-ExW- �-i
- SIGNAGE ESMT.
\ I
\ I
°
8• >b
15' LANDSCAPE-
& UTILITY ESMT.
� m �
� >b
IRR. METER (BY CITY)
1/2' DCVA PER STD PLAN NO 340.8
a
I
b l
O
�J m
i J �
a I'
>
I W
I m
X
EX SSMH
RIM = 22.10
14IE CL CHNL =
12" PVC (N -S) = 11.5
I
Ili I
I mm>
111 X
IE
1 l I CAIG'S,
7}I -CONNECT TO SS MAIN ILII I
JJ BIE = 15.0 8 8 U�0 RESTORATION AND TRENCH
RESTOtATION
60 WA ARE ARE HYDRAN
10' Unutt ESMT. i x
15LANDSCAPE! bj x
- - - - - & UTILITY ESMT. r
-16.67' ACCESS & UTUTY ESMT. I ACCESS ESMT.
5 UTILITY ESMT.
I
EX SSMH
RIM = 22.51
IE CL CHNL
12' PVC (N -S) - 10.9
X I/
W.
10' LANDSCAPE
I
EAST. TRANSFORMERI
ESMT
I
-EX SS
-15' SIDEWALK ESMT. -
�GA9--$-- -
SW 41ST ST GRAPHIC s J
�® CITY OF
M RENTON
Planning/Building/Public Works Dept.
before you
( IN FEET )
1 inch = 50 rt.
C AUTO E STORE NO. 7252 mii/06/1
THE ;
UTILITY PLAN C-3.0
S-394005 W-394004 R-394046 111610101311