HomeMy WebLinkAboutS-301001PORTIO^ I OF GOVT LOT 2 OF
SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
Cl TY OF RENTON, STATE OF WASHINGTON.
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76.89'
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A 20 5 J, LOT SEWER CONNECTION, CONTRACTOR k' N-
A
.TO VERIFY BEFORE NEW SEWER / .' STA 10+00
LOT A ' MAIN CONSTRUC770N. r !� �Q �J' "F� p PRIVATE ROAD
EX IE= 16.50 -6' O
Q z Z50'
n
459.56' "
,'CESS EASEMENT
'(BASIS OF BEA�NG
734.54'
_
LUA- 96- 153LLA
LND -30 -0959
469.38' (MEAS,
S 88°49'09" E
N. 40th STRI
r
mll
bb
N O
0 3 N
FOUND COPPER TACK Saj x e
IN CONCRETE ROAD
W STEEL RING AS CASE Z j 4
BLVD & N 40TH ST INTERSEC770N
(10/21/93)
® a�
V � W
zT k SEWER FORCE MAIN
RELOCATION REQUIREMENTS.
N •h� 1. CONTRACTOR TO VERIFY LOCA77ON OF EXIS77NC E
LOT C axwi MAIN FLOOR,, % 258LF 8' PVC
26.0 `j - FORCE MAIN AT LIFT STATION AND AT RAILROAD
' 1'009° RIGHT OF WAY CROSSING. Q
13' REAR YARD SETBACK /� a
wA�iNGTa+ ° uVIN6 RM.' :�- rr 27.5 /k� 2. ALL SEWER AND FORCE MAIN RELOCATION WORK o
«; iv / SHALL BE COORDINATED WITH THE CITY OF
415.92' 32LF 8 °PVC 25.0 s RENTON PERSONNEL.
5= 10.349 20 J. INSTALL GRAVITY SEWER AND 0774ER U77LI77ES AS
NEEDED ADJACENT TO 7HE PROPOSED FORCE MAIN.
STA 6 +74 -29'LT g X 4. INSTALL AND TEST NEW FORCE MAIN.
c �5 ii,� „' j 3 STA 8 +3593 -3'R RAPHIC SCALE €
RIM =24.63 �' 0 2' ' / 5. MAKE FINAL CONNEC77ONS TO 7HE EXIS77NG FORCE
/ SS 1FE 1E -7� 7 m o +o m w ea Z
1E- 9.710L'T -SW / ' / SS STUB MAIN PER DETAIL AND CITY REQUIREMENTS N < r
1E= 9.81 /N -NE _ ' , h' IE =2250 6. RELOCA7E POWER TO THE SEWER LIFT STATION
KOR -N -SEAL BOOTS / , " ilwNC RM ti' EXIST. SS 1 inch 20 T ft.
BY PUGET SOUND ENERGY. COORDINAIF WITH
OR APPR. EQUAL i' zs o i . 9 , To eE REMOVED CITY OF RENTON PERSONNEL.
's <? t Qti 15' PUBLIC ACCESS EASEMENT \ 7. REMOVE EXISTING SEWER FORCE MAIN.
:PATIO '' ' �� �. 27 5° %° '�0 FOR U7TUTY MANTENANCE 8. REMOVE EXIS77NG OLD ELECRICAL CONDUITS
�25 0 ✓ ° Q r
BY PUGET SOUND ENERGY.
MAN 9. CONTINUE CONS1RUCnON WITH THE REMAINDER
13' REAR YARD SETBACK ; " 26 0 as % ONCE MAN IX \ OF THE UTILITIES, AND STREET IMPROVEMENTS
1- OEAQMAN BLOCKING \ DEADMAN SEE
sr 2- JO* BEIVD -KJ �O SHT. 9 FOR
1 -6' NIPPLE \� DETAILS
LENGTH AS REQ'D.
GARAGE - �' �'� �'�, CONNECT 70 EX. SEWER
6° FORC �\ �.� FORCE MAIN
" 25� j MAl FOR SEWETEt ._ P� �� 1- DEADMAN BLOCKING S301001
FND PK ��• 295' BEND -RJ
1 -6° NIPPLE AS REQ'D.
04' N „ o ' r -- `�1�, EX 6° FORCE , �' Z
>`� ° ' x ° INSTALL NEW 6 ° SEWER l ' is ` MAIN FOR SEND? t \ .
i �P W/3 PHASE POWER% P
FORCE MA /N. 100 LFt U CL
/ J - _ i' ' ' RELOCA7E ELEC. POWER 3 -PHASE POWER
r 4 STA 8 +30.00 -3' RT ro LIFT sra W
j a J INSTALL NEW 6 SEWER
SS 7EE IE =13.56 LFt
FORCE MAIN. 100
G SS S77JB J/ ALL FORCE MAIN W
1E =2245 DE�9AFSff CONS7RUC710N WILL !n
r ' REQUIRE RES7RAINED JOINTS. v N
oO CONNECT T EX. SEi,E'R Z -30' BENDS-R.J. DETAILS % AS REQUIRED IN N07E BELOW. F-
AO 1 -6" NIPPLE O
TJ 2 STORY 'FORCE M .N. f—� °"
1 DEA fAN BLOCKING LENGTH AS REQ'D.
1 -30' BEND - R.J. ` \�30' BEADS-R.J. _ Q
HOUSE EXIS77NG Q - 1 -6 NIPPLE AS READ.
STA 6 +79.50 -3.0 RT LIFT STA77ON
NEW SSMH -48" CONNECT TO EX. SEWER _ z
FORCE MAIN.
STA 6 +50 RIM =26.30 1- DEADMAN BLOCKING Z Q
PKlVA7E ROAD 1E =13.12 OUT -W NOTE,• 1- 30'BEND -R.J. N
1E =13.22 IN -NE v
EXIS77NG 6' FORCE MAIN IN LOT G" MAY NOT BE RECOMMENDED
CIS:' REQUIRES AC CES VIA GATE OR OTHER MEANS REMOVED OR. FOUNDA77ONS EXCAVATED UN 77L THE CONNECTION DETAIL
FOR CITY PERSONNE TO PRIVA IF ROAD FOR FOR APPROVAL
o SEWER FORCE MAIN HAS BEEN RELOCATED.
MAINTENANCE AND EMERGENCY VEHICLES. SEWER FORCE MAIN TO BE RELOCATED USING 6" BLUE BRUTE
1R H. t
CLASS 200. JOINTS SHALL BE RESTRAINED USING UNIFLANGE a��oF w QY BY DAT
1500 ON PVC PIPE AND UNIH ANGE SERIES 1300 ON DI PIPE.
ALL nT77NGS SHALL BE STANDARD DUC77LE IRON FITTINGS. ` BY sfAr /DATE 77LL-
SERIES
SEE SHEET 8 OF 12 - o
COORDINATE POWER,RELOCAnON WITH PUGET,SOUND - I BY DATE
POWER.' FOR PROFILES NAL BY DATE N �-
No o N
R. �
�R 87zz/o3 BY DATE
a
C 1_% . 7 %d,/007 SCANNED SEP 13 2002
S
A �
FOP ,. 11
GARAGE
27-6
LOT
PATIO
/ 24
i
_
LOT B
I
/'�_.
/ ' -_'
STA 9 +40 -3'RT
NEW SSMH 48"
�0
��
I13'
i MAIN ELOOR --
RE4R YARD SE7BACK
d
RIM =26.10
IE =1580 8" OUT SW
���
G�)
L
Lo
LIVING RM.
IE =15.90 6" IN NW
24.0' 9x
r�\
CJ
438.37'
STA 9
K' - -- i
�-�- %
#09.56 -3'RT
SS TEE IE =15.49
(�
LOT C
l --
GARAGE
. 256 .t.
'
ss slue
IE =2250
�P
LUA- 96- 153LLA
LND -30 -0959
469.38' (MEAS,
S 88°49'09" E
N. 40th STRI
r
mll
bb
N O
0 3 N
FOUND COPPER TACK Saj x e
IN CONCRETE ROAD
W STEEL RING AS CASE Z j 4
BLVD & N 40TH ST INTERSEC770N
(10/21/93)
® a�
V � W
zT k SEWER FORCE MAIN
RELOCATION REQUIREMENTS.
N •h� 1. CONTRACTOR TO VERIFY LOCA77ON OF EXIS77NC E
LOT C axwi MAIN FLOOR,, % 258LF 8' PVC
26.0 `j - FORCE MAIN AT LIFT STATION AND AT RAILROAD
' 1'009° RIGHT OF WAY CROSSING. Q
13' REAR YARD SETBACK /� a
wA�iNGTa+ ° uVIN6 RM.' :�- rr 27.5 /k� 2. ALL SEWER AND FORCE MAIN RELOCATION WORK o
«; iv / SHALL BE COORDINATED WITH THE CITY OF
415.92' 32LF 8 °PVC 25.0 s RENTON PERSONNEL.
5= 10.349 20 J. INSTALL GRAVITY SEWER AND 0774ER U77LI77ES AS
NEEDED ADJACENT TO 7HE PROPOSED FORCE MAIN.
STA 6 +74 -29'LT g X 4. INSTALL AND TEST NEW FORCE MAIN.
c �5 ii,� „' j 3 STA 8 +3593 -3'R RAPHIC SCALE €
RIM =24.63 �' 0 2' ' / 5. MAKE FINAL CONNEC77ONS TO 7HE EXIS77NG FORCE
/ SS 1FE 1E -7� 7 m o +o m w ea Z
1E- 9.710L'T -SW / ' / SS STUB MAIN PER DETAIL AND CITY REQUIREMENTS N < r
1E= 9.81 /N -NE _ ' , h' IE =2250 6. RELOCA7E POWER TO THE SEWER LIFT STATION
KOR -N -SEAL BOOTS / , " ilwNC RM ti' EXIST. SS 1 inch 20 T ft.
BY PUGET SOUND ENERGY. COORDINAIF WITH
OR APPR. EQUAL i' zs o i . 9 , To eE REMOVED CITY OF RENTON PERSONNEL.
's <? t Qti 15' PUBLIC ACCESS EASEMENT \ 7. REMOVE EXISTING SEWER FORCE MAIN.
:PATIO '' ' �� �. 27 5° %° '�0 FOR U7TUTY MANTENANCE 8. REMOVE EXIS77NG OLD ELECRICAL CONDUITS
�25 0 ✓ ° Q r
BY PUGET SOUND ENERGY.
MAN 9. CONTINUE CONS1RUCnON WITH THE REMAINDER
13' REAR YARD SETBACK ; " 26 0 as % ONCE MAN IX \ OF THE UTILITIES, AND STREET IMPROVEMENTS
1- OEAQMAN BLOCKING \ DEADMAN SEE
sr 2- JO* BEIVD -KJ �O SHT. 9 FOR
1 -6' NIPPLE \� DETAILS
LENGTH AS REQ'D.
GARAGE - �' �'� �'�, CONNECT 70 EX. SEWER
6° FORC �\ �.� FORCE MAIN
" 25� j MAl FOR SEWETEt ._ P� �� 1- DEADMAN BLOCKING S301001
FND PK ��• 295' BEND -RJ
1 -6° NIPPLE AS REQ'D.
04' N „ o ' r -- `�1�, EX 6° FORCE , �' Z
>`� ° ' x ° INSTALL NEW 6 ° SEWER l ' is ` MAIN FOR SEND? t \ .
i �P W/3 PHASE POWER% P
FORCE MA /N. 100 LFt U CL
/ J - _ i' ' ' RELOCA7E ELEC. POWER 3 -PHASE POWER
r 4 STA 8 +30.00 -3' RT ro LIFT sra W
j a J INSTALL NEW 6 SEWER
SS 7EE IE =13.56 LFt
FORCE MAIN. 100
G SS S77JB J/ ALL FORCE MAIN W
1E =2245 DE�9AFSff CONS7RUC710N WILL !n
r ' REQUIRE RES7RAINED JOINTS. v N
oO CONNECT T EX. SEi,E'R Z -30' BENDS-R.J. DETAILS % AS REQUIRED IN N07E BELOW. F-
AO 1 -6" NIPPLE O
TJ 2 STORY 'FORCE M .N. f—� °"
1 DEA fAN BLOCKING LENGTH AS REQ'D.
1 -30' BEND - R.J. ` \�30' BEADS-R.J. _ Q
HOUSE EXIS77NG Q - 1 -6 NIPPLE AS READ.
STA 6 +79.50 -3.0 RT LIFT STA77ON
NEW SSMH -48" CONNECT TO EX. SEWER _ z
FORCE MAIN.
STA 6 +50 RIM =26.30 1- DEADMAN BLOCKING Z Q
PKlVA7E ROAD 1E =13.12 OUT -W NOTE,• 1- 30'BEND -R.J. N
1E =13.22 IN -NE v
EXIS77NG 6' FORCE MAIN IN LOT G" MAY NOT BE RECOMMENDED
CIS:' REQUIRES AC CES VIA GATE OR OTHER MEANS REMOVED OR. FOUNDA77ONS EXCAVATED UN 77L THE CONNECTION DETAIL
FOR CITY PERSONNE TO PRIVA IF ROAD FOR FOR APPROVAL
o SEWER FORCE MAIN HAS BEEN RELOCATED.
MAINTENANCE AND EMERGENCY VEHICLES. SEWER FORCE MAIN TO BE RELOCATED USING 6" BLUE BRUTE
1R H. t
CLASS 200. JOINTS SHALL BE RESTRAINED USING UNIFLANGE a��oF w QY BY DAT
1500 ON PVC PIPE AND UNIH ANGE SERIES 1300 ON DI PIPE.
ALL nT77NGS SHALL BE STANDARD DUC77LE IRON FITTINGS. ` BY sfAr /DATE 77LL-
SERIES
SEE SHEET 8 OF 12 - o
COORDINATE POWER,RELOCAnON WITH PUGET,SOUND - I BY DATE
POWER.' FOR PROFILES NAL BY DATE N �-
No o N
R. �
�R 87zz/o3 BY DATE
a
C 1_% . 7 %d,/007 SCANNED SEP 13 2002
S
A �
FOP ,. 11