HomeMy WebLinkAboutD-382413H
Lu
N
0
m
CR nPE I -
RIM IM 6 3.3
o- ,5701(8 CONC E)
11 156.83(78 CONC W)
NOT i56 83
NO MONUMENT FOUND
CALCULATED POSITION
N: 174686.4381
E:1302920.2117
CB TYPE I
cud 562.99
IF -361,29(6 ' VC SW)
IE=36129(6'CONC NE)
I1,=361.19(8"ADS SE)
IE=359.59(12'COIVC W)
559.59(12"CONC N)
E31 NCIIMMI ',.1"
101' C N IER E301 1 OF FIRE
IiYDNANT AT ON➢9 AST
END OF HIGH AVE 5
1 I EVA11oN 367.30'
EDGE OF PAVEMENT (TYP)
W_
PARCEL
39470-0400
NEW WATER LINE
SEE DWG W-10
+50
927
6 ..
9 i
— x1M=364.&8
�
CC
FYPE E l
COC
35LE,3
RIM-JFFJ
56
(h fl C ONC
N s OF
IE
C P, TYPE 1
(A CONC
E 4 OF
IL-,3E0.2E(1L
RIM362 60
11
3 61(6"CONE W)
11=360.50(1
CONC N)
130T=3h1 96
Lor ,so,o
-
NEW SEWER
LINE
14
SEE DWG S-10,7—
3
+50
927
6 ..
9 i
V
CC
FYPE E l
RIM-JFFJ
56
CU TYPE I
IE
560 i6(1 C ONC IV)
RIM =364.56
IL-,3E0.2E(1L
CONC OF
ACE S
PARCEL:
329470-0392
IiC
PLAN
STORM SYSTEM IMPROVEMENTS
SCALE: 1 "=20'
'2'
�470 028E
S
CR TYPE I
RIM -7C4,19
11 363.19(E CONC E)
If 36'3.09(5 COIVC S)
11 , ih2.H 1(E "CONC W)
(PIPE f I CICCFD N)
RCT S62A9
3
, c CR E. S
PARCEL:
329470-0391
co
co
0
7
.x,.. _.I__. i■ w
1 w
cn
Lu
' z
.I U
' H
CH
RIM
IF -
IE -j
E
"O'i
I
KEY PLAN
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN
EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE
BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS
REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT
SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING".
4. EXISTING STORM DRAIN ON EAST SIDE OF HIGH AVE S,
WHERE MULTIPLE LATERALS CURRENTLY CONNECT, IS NOT
SHOWN IN BASEMAP. NOTE THAT THE NEW STORM SYSTEM
MAY REQUIRE THE REMOVAL OF EXTENSIVE PORTIONS OF
THIS PIPE AND THE RECONNECTION OF THE LATERALS AS
REQUIRED ON THIS SHEET.
5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
6. SEE DWG G7 FOR UTILITY POTHOLE DATA.
CONSTRUCTION NOTES
O REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG
EXISTING PIPE TO NORTH.
O2 REMOVE AND REPLACE CATCH BASIN. CONNECT TO
EXISTING 6" SO TO EAST AND EXTEND 6" SO TO NEW
SDMH. REGRADE AND PAVE DRIVEWAY ENTRANCE TO SLOPE
TOWARD NEW HIGH AVE S GUTTER LINE.
O EXTEND 6" OR 8" LATERAL TO CONNECT TO NEW 12"
STORM WITH 12"x8" OR 12"x6" PPP TEE. INSTALL
CLEANOUT PER DETAIL 4 ON DWG SW15. REMOVE
EXISTING STORM LATERAL AS NEEDED.
® GAS LINE TO BE RELOCATED BY PSE.
(5)EXISTING CENTURYLINK CONDUIT RUNS PARALLEL TO NEW
STORM FROM APPROX STA 0+80 TO STA 3+00.
CONTRACTOR TO FIELD VERIFY AND LOCATE. ANY CONFLICTS
SHALL BE RESOLVED WITH CENTURYLINK. CONTACT TOM
BROWN, (206) 799-2989.
O SENTRY BOX WITH UNDERGROUND CENTURYLINK LINE IN
VICINITY. PROTECT AND MAINTAIN SERVICE DURING
CONSTRUCTION. CONTRACTOR TO FIELD VERIFY LOCATIONS
CU TYPE I
RIM =364.56
11
3 61(6"CONE W)
130T=3h1 96
ROW
3
rnl
PARCEL
329470-0390
PLAN
STORM SYSTEM IMPROVEMENTS
SCALE: 1 "=20'
'2'
�470 028E
S
CR TYPE I
RIM -7C4,19
11 363.19(E CONC E)
If 36'3.09(5 COIVC S)
11 , ih2.H 1(E "CONC W)
(PIPE f I CICCFD N)
RCT S62A9
3
, c CR E. S
PARCEL:
329470-0391
co
co
0
7
.x,.. _.I__. i■ w
1 w
cn
Lu
' z
.I U
' H
CH
RIM
IF -
IE -j
E
"O'i
I
KEY PLAN
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN
EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE
BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS
REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT
SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING".
4. EXISTING STORM DRAIN ON EAST SIDE OF HIGH AVE S,
WHERE MULTIPLE LATERALS CURRENTLY CONNECT, IS NOT
SHOWN IN BASEMAP. NOTE THAT THE NEW STORM SYSTEM
MAY REQUIRE THE REMOVAL OF EXTENSIVE PORTIONS OF
THIS PIPE AND THE RECONNECTION OF THE LATERALS AS
REQUIRED ON THIS SHEET.
5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
6. SEE DWG G7 FOR UTILITY POTHOLE DATA.
CONSTRUCTION NOTES
O REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG
EXISTING PIPE TO NORTH.
O2 REMOVE AND REPLACE CATCH BASIN. CONNECT TO
EXISTING 6" SO TO EAST AND EXTEND 6" SO TO NEW
SDMH. REGRADE AND PAVE DRIVEWAY ENTRANCE TO SLOPE
TOWARD NEW HIGH AVE S GUTTER LINE.
O EXTEND 6" OR 8" LATERAL TO CONNECT TO NEW 12"
STORM WITH 12"x8" OR 12"x6" PPP TEE. INSTALL
CLEANOUT PER DETAIL 4 ON DWG SW15. REMOVE
EXISTING STORM LATERAL AS NEEDED.
® GAS LINE TO BE RELOCATED BY PSE.
(5)EXISTING CENTURYLINK CONDUIT RUNS PARALLEL TO NEW
STORM FROM APPROX STA 0+80 TO STA 3+00.
CONTRACTOR TO FIELD VERIFY AND LOCATE. ANY CONFLICTS
SHALL BE RESOLVED WITH CENTURYLINK. CONTACT TOM
BROWN, (206) 799-2989.
O SENTRY BOX WITH UNDERGROUND CENTURYLINK LINE IN
VICINITY. PROTECT AND MAINTAIN SERVICE DURING
CONSTRUCTION. CONTRACTOR TO FIELD VERIFY LOCATIONS