HomeMy WebLinkAboutTED4001851.1REMMED EX15T. CURB
51 CDEWA.K , INSTALLED
NEW 3d' WIDE A517HALT
ENTRY DRIVEWAY
PEZ CITY OF KENTON
ST D.S. ADJUST EXIST.
UTILIT185 TO FIMISH
EXIST. UTILITY POLE
A
.. SOUTH
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COMME.CT TO EX. S.S.
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�••�• RIM=Z1.�7
I.E.= 18.73
o
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(0 "GONG. EXTRUDED
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4 OFFICE
TIRE STORE
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-710i SIPFOND
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ArOUNiO IC FZAVIEC15r
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l.= 21.5
71
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� \� I Tall 4 ° ♦ ° ' ° ' ® '� I �- 0,��\�
O ° a ff♦
-' II
=III 15" PIPE
ovemow Tv Ge
�e -►B'S
-t5mr l-eA� l LzKn ®N nyN C) I�ET� 1 l,. MATG F Ex15TJ
- _ ------
No SSPALt
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES
1. TEMPORARY SILTATION AND DETENTION POND SHALL BE MAINTAINED IN A SATISFACTORY CONDI-
TION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE PERMANENT
DRAINAGE FACILITIES ARE OPERATIONAL.
2. ALL REQUIRED TEMPORARY SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED
AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDI-
MENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM.
3. A MINIMUM THREE FOOT HIGH FENCE IS REQUIRED AROUND ALL TEMPORARY EROSION SEDIMENTA-
TION CONTROL PONDS WHEN DEAD STORAGE DEPTH EXCEEDS SIX INCHES.
4. THE EROSION/SEDIMENTATION CONTROL PLAN INCLUDES CONSTRUCTION OF THE FOLLOWING (AS
SHOWN ON THIS DRAWING):
A) CONNECT TO EXISTING CATCH BASIN IN SOUTH 7TH STREET.
B) INSTALL CATCH BASIN NO. 1 AND CATCH BASIN NO. 2.
C) INSTALL 205 LINEAL FEET OF 15-INCH STORM PIPE.
D) INSTALL 15-INCH PERFORATED PIPE RISER AS SHOWN ON DETAIL ABOVE AT LOCATION
OF CATCH BASIN NO. 10.
E) CONSTRUCT TEMPORARY SILTATION POND AS SHOWN ON DETAIL ABOVE.
LEGEND
04 --0 NEW CB AND STORM DRAIN
NEW 6" SIDE SEWER
NEW CONC. EXTRUDED CURB
® NEW LANDSCAPE AREA
2' > EXISTING SPOT ELEVATION
6
�23.1 PROPOSED FINISH GRADE
FUTURE CURB/GUTrEIz q !SIDEWALK LOCATION
BY CITY OF fZENTON
REMOVED EXIST. CURB
24
* DRIVEWAY. I I J5TALLED
NEW 307 WIDE A5PNALT
-
-
DRIVE WAY PER C►TY
0
22
OF REWTON STD5.
-
W
20
Q
-
Y
IS
Q �
-
-_
14
C0
-
10
10' STRIP DEEDED TO
CITY Fog R/W•
-
)
Q
EX15T. IS"C.i. WATERMAIN
PARK(WIG LOT PONDING (APPROX. LOCATION) EXl �T. CB
I •E- - I&.3 APPgck • I- 4:Z4 5TORM
MAX. W.S. = ZZ • O PROPOSED CTOP PIPE 4.35' powN) DRAT N
GRADE EXIST. Z" 6A5MAIN
(APPROX. LOCATION)
D AR.OUIUb
Cg# 11
RIM= ZI.50
I.E.= 19(05
SECTION VIE
EX. TELEPH()IJE
24
----1
C01 o40mS FAJ-
CA61RD W.
I
-
22
-
-� O 50' MAX.
I 1
- I2"CMP- O. 50 %
1
20
135 LF - 15 "CMP- O, 50'/,
ZZLF-1511
1•
I
IS
o.9oy�
3 _
/8LF I II
/5u
1
40
U
I 1
14
E45T.
8" 5AW .
CON N6GTEo
TO Ex. ca
I Z
CB# 10
CB# 2
(APP2oX•
CB#A-I
RIM = 21. 50
RIM = 23.5
LOCATIONI)
(18" WATBZMAI W
I.E. = IS-B3 (IZ")
I.E.= 17. 80
KUM,3_M CB)_
ID
I.E.= 18.50050)
(RE5ffZ1CTOP1 CB* 1
RIM=APPRcau.zZ3
cMAzua�T��)
CB- 515E
RIM= ZZ•O
I.E.=15.3
DETAIL)
I•E. = 15.55
I . E. = 17. (PO (5)
EC 15T. 108"
b
METRO SEWER
(APPRN(. LA(,ATION )
OF PARKING
LOT RETENTION
PONDS 81 S.
7th ST.
SCALE:
H: 111= 40o V: I"= 4'
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS
AND SPECIFICATIONS.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON-
TRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION.
5. SITE SURVEY INFORMATION AND EXISTING ELEVATIONS TAKEN FROM SITE SURVEY MAP (DRAWING
NO. 73001.5) PREPARED BY NORTHWEST ENGINEERING COMPANY, SEATTLE, WASHINGTON.
6. SPECIFICATIONS FOR ALL PIPING, CATCH BASINS, INLETS, AND INSTALLATION AND INSPECTION
SHALL MEET THE REQUIREMENTS OF THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. CON-
CRETE PIPE SHALL BE 15-INCH DIAMETER, CLASS 4, ASTM C-76, RUBBER GASKET JOINTS. CORRU-
GATED PIPE AND ACCESSORIES SHALL CONFORM TO APPLICABLE PROVISIONS OF APWA 60 AND 63
EXCEPT AS.MODIFIED HEREIN. CORRUGATED PIPE SHALL BE ALUMINIZED STEEL OR GALVANIZED
STEEL, 14 GAGE, TREATMENT 1 ASPHALT COATED, ARMCO OR EQUAL. COUPLINGS SHALL BE BAND
TYPE WITH RUBBER 0-RING GASKETS, ARMCO HUGGER JOINT OR EQUAL.
7. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON.
8-A66_nu: °xnic °°uucnnuTS SIIAtc 98NNF6+ TO STORM BRAIN SifSTEf
9. ALL FABRICATED AND MISCELLANEOUS STEELS IN CATCH BASINS, INCLUDING STEPS AND CHAIN,
SHALL BE GALVANIZED AFTER FABRICATION IN CONFORMANCE WITH ASTM A123, A153, A384,
A385 AND A386.
10. MANHOLE STEPS, WHERE REQUIRED, SHALL CONFORM WITH APWA SECTION 63-2.02 B AND STAND-
ARD PLAN NO. 41.
11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN AD-
VANCE OF BACKFILLING ALL CONSTRUCTION.
12. EXISTING STORM DRAIN, SIDE SEWER AND WATER SERVICE ARE TO BE ABANDONED OR REMOVED
AS REQUIRED BY NEW CONSTRUCTION.
13. EXISTING GAS MAIN LOCATION AND USE SHALL BE VERIFIED WITH WASHINGTON NATURAL GAS
COMPANY.
SIDE SEWER NOTES
1.
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A SIDE SEWER PERMIT MUST BE
PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
2.
TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY SEWERS SHALL BE APPROVED
BY THE DEPARTMENT OF PUBLIC WORKS. RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE
MANUFACTURER, SHALL BE USED ON JOINTS. PIPE SHALL BE J.M. RING-TITE PVC SDR 35 WALL
SCALE:
OR EQUAL OR CARLON VYLON Z46 PRIME PIPE OR EQUAL CONFORMING TO ASTM F 789 AND UNI-
B-10, WITH BEDDING FROM FOUR INCHES BELOW PIPE TO SIX INCHES ABOVE TOP OF PIPE.
3.
A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED WITH 4" PIPE. IN THE EVENT
A 2% GRADE CANNOT BE MAINTAINED, THE OWNER MUST GRANT A GRADE RELEASE TO THE CITY AND
THEN CAN INSTALL 6" PIPE AT A GRADE OF 1%.
4.
CALL 235-2631 FOR INFORMATION WHEN BUILDING SEWER IS READY FOR INSPECTION AND TEST-
ING. BUILDING SEWER AND SIDE SEWERS SHALL BE TESTED PER CITY SPECIFICATIONS. MAKE
THE CONNECTION AT THE HOUSE. DO NOT BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY
THE INSPECTOR.
W
5.
INSTALL SIDE SEWER WITH 24" MINIMUM COVER. 18" COVER IS ALLOWED AT THE BUILDING IF
RECOMMENDED
OUTLET IS SHALLOW.
FOR APP�11AL
6.
NOTBEAALMINIMUMHOF06"
THESSIIDEIDESSEWEREWERISHALLS NSSIZE.HALLBEIFETEENS
ISLNOTOAVAILABLE,fATHETMAIN
ev,
SEWER LINE MUST BE TAPPED THROUGH A CAST IRON SADDLE. ALL WORK WITHIN STREET RIGHT-
OF -WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR.
/8
7.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY
AND HEALTH ACT (WISHA).
-
UNDERGROUND UTILITY INFORMATION
5EATTLE- COVIIIIGTON TRAW5M 15510W LI "EF
0' 91DE SEWER
EXISTING SEWER a ,1
MAIN (o EST 7EE TO 15E IL15TALLC-t)
AT Co"w ECT1oN
\ ` UNLESS OTHERWISE APPROVED 13Y Tl-16 CITY,
MAKE TAP THFWU6H CA5T 1R01.1 j ADDL.E
SECUREP TO SEWER MAIM WITH STAIN-
LE55 5T6--EL 5AND5 WHEN C0WNEGT-
IN6 MEW 51DE SEWERS TO ECIST-
IN6 MAW.
SIDE SEWER CONNECTION TO
EXISTING MAIN
ELEVATION
24"el RDUAID SOLID
MH LID MARKED
- OFFSET LID 50 THAT
'
"DRAIN"
RESTRICTOR/ POLLUTION
i DEVICE I5 VISIBLE AT
CHAIW - 2010 * CAP
E06E OF OPEWIW& AMID
SLACK IVHE►J GATE 15
DIRECTLY 0VeR LADDER.
COWIJ. WELD TO GB FRAME
Y I
?
5TD GALV C15
OVEIR,PLOW EL 22.0
-a
LADDER 5TEP5
OVEKFLOW ELEV. 5ET
WATER T16HT CL.EAQ-
TD PROVIDE REQUIRED 17'
OUT GATE. CASCADE
DETENTION t OIL 5EP-
TYPE OR 63UAL--
AR?.T IO N
15" OUTLET
15" INLET
INV, ft.= 17.5
24'
M I IJ.
CMP GRO55 12"
TYPE IL , 48" CATCH E3A51N
N
NOTE
ALL 5TEEL PARTS AND
RE5TRICTOR PLATE :2
SURFACES MUST E3E
DRILL. 71/4" DIA. HOLE
E6ALVANIZED AND OCATED
IW IZ GAUGE GALv_
WITH ASPHALT (TREAT -
PLATE t WELD TO
MERIT 1 OR GETTER)
CMP CR05S.
FLOW RESTRICTOR
/ OIL SEPARATOR
CONTROL DEVICE / CATCH BASIN
k Squares Spaced-''."
As Indimted - Ht %6
Cl
❑°
❑❑❑❑❑
❑ ❑
i
i
wide_ J _ t��
Border
tp" 12 0
Fbck-
4
7„ ,
7 i"
15
Cast Iron Ring And Cover
} WASHINGTON NATURAL GAS COMPANY 622-6767
PACIFIC NORTHWEST BELL TELEPHONE COMPANY 228-0272
PUGET SOUND POWER AND LIGHT COMPANY 255-2464
CITY OF RENTON Underground as -built data
taken from following sources:
1. Records of The Wright Co.
and J. F. Briere Co.
2. Cut sheets by ESM, Inc.
3. Renton Public Works Dept.
III PROVED FOR ONSITE DATEr77 REV I oMUICA�PRC
M07TOVEMfENT5 ONLY " Tn�u" ,1rf1 RECORDS
Off' wv�.
wA
0 fo b
^ Lo
o�F SI�N`��\�`V
e` NAL �
Pipe Material
As Specified.
r- Plug To Be Sealed In Some Mpnner
As Malls Sewer Jams.
SURFACE CLEAN OUT DETAIL
7e 4,op 141