HomeMy WebLinkAboutSWP2702873.1_ I
'
00
CITY OF RENTON CONTROLLING BENCHMARK.
S� v
NOTE - CONTOUR INTERVAL 2 'FEET. 'sting Contour (in: feet) �� �� NOTE- WATER MAIN NOT FOUND WHEN
N -Existing
ELEVATIONS IN NAVD 1988.
/ '® Water Meter XCAVATING FOR CB #1 AND 8" PERF PIPE.
� A. � -- -Sanitary fide Sewer Location approxima I W °
N 44/
-SS Existing Sanitary Sewer Main
44/ -W- xistin,g Water Manliftz FOU OLD 6" CLAY IRRIGATION TILE
�' �So�
i E • tin Storm water -Pipe BOTTOM DETER f2A 1 _
4$ �#- zCALL r g- BOTTOM GROUNDWATER SPRING, BASEMENTS?
20 0 20 co ■�r�,New tormwater �Ipe 0
CONNECTED 8" ADS PERF PIPE TO END,
- - INSTALLED DRAINROCK AND GEOTEXTILE WRAP.
BE� RE, � D Q E�.istin tility Lines i
Scale in Feet i
': `Right" of Way Bo ry Plug (Typ)CID
Centerline of Right o ay/Basel-ine of-Constru tion j 1 roc10m4 66 V L) Storm- DrGki Manhole �$� ---
i ;` % '� � ����, Plug Line At -
• - Sin Crossings �� -- EX. 3" BLACK PLASTIC RISER
Storm fJrain Catch 8a - 3 - O CB #1
- - �
_Locations),., -s -� TEES TO CB LINE.
S Sanitar Sewer "Manhole
Y -_ FOUND--2ND DRY STORM LINE
UNDER 'EX 6- CONIC, ---- - -
- pN
BANS o -� ON#2444 (not found)
j - o+ �� �� Station 0-45
NOTES' 5 ? WATER AN FOUND
�
�� NEXT TO -4A � fOl.
1. All Type 2 CB s Shall Have Solid Lockin Lids. cB
_
689
2 �5 �-
CB 4A
2. Type 1 CB Profiles Are Along Pipe Lin s. - - - -- - ---
YP - -
3. All CB Grates Shall Be Set 0.1 Feet el ow
E -
� S - DESEW
_
Adjacent Ground Level. N o ES k�} SI
U z B #2
4. ASPHALT RESTORATION. Use t ical trench pat -�`
11 ar s. N
E
(CityDetail H032A fora y._
,. V o
7 ND RIV
AB Y D _
5. A representative from P et Sound Ener sh-all 'be TER i _-
P 9 9Y
N
resent on for y excavation done ithin 10 o GB 2
ss + --- - - - - -- -
feet (See area sh n on drawing) of t High �t cv z' ', -' -----_ -ll
Pressure Gas M n on NE, 3rd ,Street. E1 pEA�EB CORB
% Plug Line - n SRENCN J-1 CBS R Y DNDER
- G AL
P oc) pLN z �. PA�2fiI
6. Minimum inch horizontal separ ion between $ s _-(2 L,
and G Line. ," � %, �s,
.. �. �-- I 6„ Side Sewer
v
,= � / I- -/"� 1 � . � (Location Approximate) I
7 ontractor shall restore al andscaping, s acin g o
and structures disturbe y construction8. Contractor Contractor shall c Puget Sound En gy in 10o
(P @ CDF CN
O
(206) 907-1858 8 hours prior to rk
wit ' _
/CB#4 �-
the 8 Gas in. N -
/Con ctor shall pothole pri to in allation.CP
O
NOTE NEW AT&T FIBER,/OPTIC CABLE INSTALLED
W
l�
ON SOUTHSIDE OF NE 3RD, SOUTH OF CB#4 N
AFTER NE 1 STORM LINE.
7+ 1,00 + CIO 0+100
......................................................................................................................................................................
AS -BUILT NOTES
145
............ .._.:.... .
1. VACTUAL CB LOCATIONS MAY VARY SLIGHTLY
FROM PLAN, SEE AS -BUILT SURVEY BY DRYCO
SURVEYING.
2. 1 /19/01 POTHOLE RESULTS
24"W - 53" FROM ASPHALT TO TOP OF PIPE.........
HP GAS - 53" FROM ASPHLAT TO TOP OF PIPE. Solid Locking Lid
RECOMMENDED CB#4 Type 2 48" CB#4A TYPE 1 Rim E] 31.50 RIM 131.51 STA 0+00 8' RT
3. 1/24/01 UNEXPECTED CONDUITS, , Solid Locking Laid
10' SOUTH OF SIDE CB#4 2-4"PVC DOWN 36" :FOR APPROVAL STA 3+0 1 LT STA 2+77, 48 RT 12 S I =1 7. S 127.5 9
SOLID LOCKING LID VANED GRATE 12" E IE=12 50 E 127.4 ater. Rim EL= 46.58 RIM 146.15
FOR CITY SHOPS TELEMETRY, SHOPS Allen Qu nn 11-20-00 „ ce 6" N IE=1 1.8 12."..ADS N 141.95...... -
BY --� Y ---- Rim EL 5.53 RIM :105.7 Rim EL 4 R 109.53........... ................. = 5 ..N 127..3. ......... .... ................. ... ..... ............... .. .. ...
..... ........ ........ 12.. N.. (E. 1. L P.r. tlh.. ;,: ;,
1
4-1 1 /2 PLASTIC DOWN 23 4 12 E IE=1 3 E 101.55 12 W IE -; W 106.13 W 127.4 6 S IE=14 ... 3 8 ADS $E 141.95 PEkRF Pl
i 12 W IE= 27.2 l_lnk. i
2-1 1 /2" IRON DOWN 23" 12" S IE-`10 3 S 101.57 6 SW IE=1 13 6 PVC S 142.75
12" N N 101 67 6 S - 6" PVC SW 142.95
IE : 02.3
DESIGN REVISED TO 12" DI WITH 11 1/4-BEND. � 6 E IE- 6 CON 141.85
r �ri -
.
4. CONCRETE CASING NEXT TO CB 4 DOWN 48"
# 6 %� pnk. 2 6 4 3 CE
0� ................. -
UNKNOWN FIBER OPTIC DUCT? 130 130
i
V i 3s 8" DOWN i
5. WATERLINE LOC. FOUND NEXT TO CB 4A -
GRADE ALONG NE 3RD ST
6. 2-2" GRAY PLASTIC DUCTS DOWN 2'-6" *cite- er L ERED
i CAW
7. FOUND CONC. PAD APPX 2' WIDE, PURPOSE Per
>eptl, SS TO 169 MONTEREY DR LOWERED
12" ST
UNKNOWN, DOWN 2'-8" BELOW W 0 LINE
I�i r, � NEW Rvl
- I: ... .......... ........... -
125 _ _ �5.........._... .. �. ...... ,. 135-. _ _ _ _ 125
8. FOUND SECOND OLD STORM LINE, TO WEST ,- 4 0: 12„SQ- - - _
AND DEEPER THAN FIRST. I 6"
9. WATER MAIN DOWN 2'-8" CDF :TRENCH PLUG NEW PV C 3'-8' T� T❑P ❑F S21;7,302
i I� 53" own 1� L r 1-ll1
• 1 00 CONC. -178,5 LF 12" CPEP @...13,32% _ ........... 107 LF :12� CPEP @ 13,50% - -..................ORIGINAL.PLANS..STAMP.ED..BY: -100
UTILITY NOTE. - - RO LD J. STRA 0
............. 4, :.............................. :.----- -- ----
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE T 1�° r�T °
A 11
PEN#29727 EXPIRES:N10/16/000
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES 35 LF 12" CPEP @ 3,63% RP�rl r
WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT,
BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL suRVEYED. scALE. °A�'
MDD VERTICAL: NAVD 1988 1 1-17-00
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES 1 "=20' HORIZONTAL NAD 1983/1991 �� CITY O SWP-27-2873
DESIGNED:
AQ NE 3RD STREET / MONTEREY DR NE FlELDB°OK:N/A
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED .............................................. ... ........ ................... ......................"u R E N TO N PAGE:
PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF DRAWN: - STORM SYSTEM REPLACEMENT
MDD DRAWING N0:
CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ONE INC DATUM
INEER TO RESOLVE ALL PROBLEMS 1 AS -BUILT NOTES,REVIEI❑NS BY CITY DWC 4/25/Oi AQ/DWC CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
AQ/RJS
WITH THE PROJECT ENG
PRIOR TO PROCEEDING WITH CONSTRUCTION.
IF NOT ONE INCH
SCALE ACCORDINGLY
0
z
m
d
0°
to
No
o
z
w1
0
e
m
ran
z
w
z
w
J
11
S'v p ,- _ :g71
NO. REVISION
BY DATE AP P R APPROVED:
RJS
PLAN AND PROFILE
SCANNED MAR 2 9 '^'•`� /�f�� � F7) - 'c.��?� � � LR
SHEET: OF:
1 1
287301