HomeMy WebLinkAboutS-186701GRADING and UTILITIES PLAN
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AS -BUILT -jer Section 7-4 Construction Manual
for Municipal Public Works Construction 1973
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By 0,42C� 14 �_A_
USSN C7 . DATE I H
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�I S.S. M.H.
RIM = 22.60
23e
° NEW 750 GALLON' GREASE INTERCEPTOR = I O �5 NEW CB #5 23:86 TYPECI16.36B• #2 00 I.E. =
zz NE�n7 C . B . # 3 TOP OF CONC . ON VAULT =
TYPE I
z FRIM
I - 54" 6'° INLET I.E.
~ SEPARATOR RIM = 23.88 2 6 °' OUTLET I . E . �_ l 7. 26 RIM = 23.06 8 SS
EXIST. CB I.E.= 20.93 E z I.E. = 21, 35 S -
TO REMAIN'+?
I.E. = 20.82 �� N4 I.E. = 21.1 2 S SEE DTL Ste'. SD- 4I, E. = 21. I I W
(ADJUST EXIST. o 1 20.87. E, I. E.=21.33 NWFRAME & SOLID F+ /L. SH`I. SD--- 4 I.E. = 20.92 W NEW CLLANOUT
COVER TO GRADE) �� q I 2 5'overfiow= 22.8'7� ADJUST TO NEW GRADE S.S. M.H.
I. �RIM = 22.50
I.E. = 16.80
NEW 83 L.F. 12" PVC (SDR-35) �� ✓�O
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NEW 21°L.F. PVC SDR-35) SD -
,�V @ 0. 40 0 �� EX T. C.B. TO O
`? 4 SD TO BE REMOVED BE R) 'MOVED (n
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z 24.43 \ 2 .83, L23.50 Q
NE[�? INVERTED CROr�'^1 `\ a5 i'vr7 INVERTED CROWN ''}' ' 0 CO
_ 23. 123.9G-- z o
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NEW 8" PVC (SDR-35) 23 h 4.15 L_ J
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a)12"xl2 x6" TEFSD @ 0.40% 3 3'. 23. 5 C '� M Q W
z° 24.43 - z3 _ `° zz 23.80 Q
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24.30 \ 5 - i 23E 6h �� 22 1" WA R SERVICE o cxn U 0Cr
-- --- - - - - w - O
23 TO E BANDONED w w = Cr LL
F- J
GOOF DRAIN \` ��1�EW 6" PVC (SDR-35) ROOF DRAIN 1 a5 -J Q
SD @ 2.00% (MI'_`") ! NEW 55 L.F. 12" CP 22 � Q U
I 15 - 10 18 ± (CL. 3) SD @ 0.40% I; (�
NEW _NVERTED CROWN O
11 I zA i FOOD / 24.00 Q Fr 0 J
\<�16 N E Y V . FF . C !-1 E S T A �l A I V T PROCESSING
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II �� F.F. 24 43 T (A
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+ TO BE ABPN NED Z OQ
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23.93 6" SIDE SEWER J z
I TO BE ABANDONED O W
�I I � M43'TCP WAL K ' PIE AT CROS NG- _ ;
U) TC;P ASPHALT T 12' I.E.= 21 45
SIDE SEWER CONITECTION U
T F- WALK 6" I.E.= 19 c28 @EXIST. 8°'x8"x6" TEE
I - 24.33 TGP ALK 24.00 TO REMAIN
5 _
23.93 TCP ASPHALT I I . E . 17.15 (SEE GENERAL NOTE 1)
A 6 °' PVC ( SDR-35) . --- O
zA 3 \ SS a 2.00 % , (MI 24.33 TUP �fVALK ` _
I _ LL
24.50
23.93 TOP ASPHALT �_
______-__ -_ 23` UTILITIES CONTACT LIST
\ rVC (7D-3J) S"� 2.i%- --- 6n pVC I _ -
/ NEW CLEANOUT F • m
31 L' ci
/ JUST TO N"Jhw G� :` 351 SS @ 2.p0° NEW INVERTED STORM DRAINS AND SANITARY SEWERS N ®
/ 24.33 TOP WALK CROWN MR. DON MONAHAN >
23.9 TOiP ASPHAL�f _ " CITY OF RENTON PUBLIC WORKS i NEW INVERTED' CROWN DEPT .
•'-----►--- -_--�- --f- �� I 200 MILL AVENUE SOUTH
�O EXIST. C B. TO N°�
WASHINGTON
FGT 6� 1, . F . 8 " CP (CL . 3 )' SD @ 0. 4 0 0 9 � RF�TIC'N , 9 8 05 5 �n
23 BE REMoD \ ✓�a z2 o z2 (206) 235-2631 Q00
NEW CLEANOUT I ' F + ra o
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z �5 ADJUST TO NEW GRAD- WATER � 0, rn
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24.45 ZA I 2 I.E. = 18.3 8 °' '
MR. RON OLSEN °' �" `
� m CITY OF RENTON PUBLIC WORKS DEPT.
200 MILL AVENUE SOUTH
I / / 1" WATER SERVICE z I I ' a5 RENMN, 1h`ASHINGTON 98055 ■
TO BE A�3A IDON?EB (206) 235-2631
NEW CB NO. 1 GAS h
/ TYPE I I !♦
MR. BILL NEWBY
NEW CB NO. 4 TYPE I R +j = 23 I I F24. IG _0
24.10WASHINGTON NATURAL GASRIM = 23. I I.E. - 21 l • 5 5. I W F N 3130 SOUTH 3 8 th STREET �
P.O. BOX 11066
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24.20 242E 24.20 "AC'OMA, WASHINGTON 98411 a
to
A�5 1 /� I 1206) 475-8995 4D
POWER N
MR. GARY MORI TZ N
I I
/ ' �� PUGET SOUND POWER AND LIGHT COMPANY ■� cc") II � 620 SOUTH GRADY WAY s a / � J
J II a GENERAL NOTES: 23 P.O. BOX 329
r e° REMON, WASHINGTON 98057 IW
U r
• Y r� (206) 255-2464, EXT. 4205 °
1 The contractor shall excavate and verif accuracyof inverts N `L la,
S I Dc SEWER NOTES:
PRIOR TO INSTALLATION OF SANITARY SEWER CONNECTION, A SIDE SEWER
PEWIIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. THE CHARGE PER SINGLE RESIDENTIAL CONNECTION IS
$50.00.
2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY SEWERS
�H^,LL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. RUEBER
OR NEOPHRENE GASKETS AS SPECIFIED BY THE MANUFACTURER SHALL DE
USED ON JOINTS.
3. A MINIMUM GRADE OF 2% (1 /4" PER FOOT) MUST BE MA I NTA• I PIED WITH
6" 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 INFORbATION WHEN BUILDING SEWER IS READY FOR
INSPECTION AND TESTING. 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, FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING
SEPTIC TANK HAS BEEN PI✓T� PED OUT AND FILLED WITH SAND.
5. INSTALL SIDE SEWER WITH 24" MINIWM COVER, EIGHTEEN INCH (1811)
COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW.
6. IF SIDE SEWER IS NOT AVAILABLE, THE OWNER SHALL BE RESPONSIBLE
FOR ITS INSTALLATION. THE SIDE SEWER SHALL BE A MINIMUM OF 6"
I N SIZE. IF TEE IS NOT AVAILABLE, THE MAIN SEL'IER LINE MUST BE
TAPPEC THROUGH A CAST IRON SADDLE. ALL WORK WITHIN STREET RIGHT-
OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR.
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT (WISHA).
I Z = of existing 12" storm drain and existing 8" x 8" x 6" san itary TELEPHONE 05.;
sewer Tee at points of connection before utilities, grading, I !4 m
or foundation construction. Notify engineer at once of any MR. JIM WARNER I he
discrepancies. PACIFIC NORTHWEST BELL M i c
300 SOUTHWEST S1;'V=1 5
2. It shall be the contractor's responsibility to field check and I ROOM 206 ■o H
verify actual locations of all utilities and existing improvements. RENTON, WASHINGTON 98,,,, � 1 � 75
H
Existing underground facilities have been shown on this drawing (206) 235-3014
fcr the purpose of assisting the contractor in locating said I S.S. M.H. ADI ?AJ&?facilities. The engineer does not warrant that all existing RIM = 22.82• C s
utilities have been located. The contractor shall be solely 1 I.E. = 17.62 M
responsible for any damage to underground facilities resulting
from his operations. - .�;`„r;.,sw,.•: � � � � ® C;C
3. It sha I I be the contractor's responsibility to coordinate his �
activities with local uti I ity companies to ensure that all uti I ities -§ 4
.
are instal led according to these plans and the requirements of APPROVED BY DATE
the individual utility companies.
Y p 6. All pipe designated as C_P shall be reinforced concrete pipe °
(Class 3) conforming to ASTM C-14 with rubber gasket joints "A W 4. All new grade elevations shown on these plans are to "top of conforming to ASTM C-443. All CP pipe shall be installed with .°���'1 a 00
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asphalt" (unless noted otherwise). Class "B" bedding in accordance with APWA Standards. r �� = M ,
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D. All pipe designated as PVC shall be polyvinyl chloride 9SDR-35) con-
forming to ASTM D-3034 with rubber gasket joints. All PVC pipe shall 0
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be installed with Class "F" bedding in accordance with APWA Standards. c-►�(SS T° V,
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