HomeMy WebLinkAboutR-406330_J
w
m
Q
a
N
O
N
a
z
w
i
r7
rn
DO
i
D
0
00
/
O
O
CD
00
i
n
w
CONSTRUCTION SEOUENCE:
1. SCHEDULE A PRECONSTRUCTION MEETING WITH CITY OF RENTON AND OBTAIN ALL
REQUIRED PERMITS.
2. GIVE PROPER NOTICE TO ADJACENT PROPERTY OWNERS. VERIFY NOTICE
REQUIREMENTS WITH DEVELOPER.
3. OBTAIN UTILITY LOCATES.
4. ESTABLISH CLEARING AND GRADING LIMITS.
5. POTHOLE EX. UTILITIES FOR VERTICAL AND HORIZONTAL LOCATIONS
6. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
7. CONSTRUCT PROTECTION DEVICES FOR CRITICAL AREAS AND SIGNIFICANT TREES
PROPOSED FOR RETENTION.
8. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY.
9. GRADING ACTIVITIES CAN BEGIN, ONLY AFTER ALL DRAINAGE AND EROSION
CONTROL MEASURES ARE IN PLACE.
10. MAINTAIN EROSION CONTROL MEASURES THROUGH PROJECT TO ENSURE SOILS
ARE STABILIZED.
F#-] EROSION CONTROL CALLOUTS:
1. CONTRACTOR TO INSTALL SILT FENCE AS PER CITY OF RENTON
STANDARD DETAIL 214.00 AROUND PERIMETER OF SITE AS REQUIRED TO
PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED
BY CITY INSPECTOR. SEE DETAIL 1 /C3.1.
2. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AS PER CITY OF
RENTON STANDARD DETAIL 216.30 AT ALL EXISTING AND PROPOSED
CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM
ENTERING STORM DRAINAGE SYSTEM AS DIRECTED BY CITY INSPECTOR.
SEE DETAIL 3/C3.1.
3. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION
ENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10. SEE DETAIL
4/C3.1.
4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR
TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND
CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED
DURING CONSTRUCTION.
5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP PER CITY OF
RENTON DETAIL 211.00. CONTRACTOR TO INSTALL SEDIMENT TRAP. SEE
DETAIL 6/C3.1. SEDIMENT TRAP TO BE SIZED PER 2017 CITY OF
RENTON SURFACE WATER DESIGN MANUAL SEDIMENT TRAP SIZING
EQUATION (D.2.1.5.1 SEDIMENT TRAP):
SA = 2 X 0.17(02)/0.00096 = 354 SQUARE FEET MINIMUM
6. APPROXIMATE LOCATION OF INTERCEPTOR SWALE PER 217.10. SEE
DETAIL 5/C3.1.
RECORD TESC AND DEMOLITION PLAN
FOR
CHICK=FIL=A RENTON
\
11
\I
1
1 POWER EASEMENT
ASBUILT LOCATION
1 i \
1 �O o *G \ 2 /
1 00 sA a\ \ \
13
\TI E 5 LdP
21
p O �. ° m 4 4
1
m \ sD _ 'p ♦ S� o 02 1 1 4
00 rSD 5
00 14 �\
00
4 ,___-- rn
10 b to
L T'`2 0 CITY 0 REN 0F C F N \o ° 0 ,
19 5 AMENDED SHORT PLAT.-'' 12
a� \ 10 LU' 16-000254"- 2
G. `
13 KC REC N0.2t, 161212900010
00�e TITLE PARCEL II
It
SEWER EASEMENT , \ ��.•' ry \ °
REC. N0. 5253595 ♦ \ \ /It
1 . 3 �`
o \
\01
OF I\
TREE PROTECTION NOTE: \ 0"" '' 100,
/ / / / �� 8
CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE / 15' X 100' \`�� Ns \ +�'/�� S10°53'15"W
PROTECTION MEASURES. 1SEWER SMRECE NOT It \ /� 3 J 42.03 \ ,
9708110700 �� 1 00 0
NOTIFICATION REQUIREMENT NOTE: 29 - 31
PROPOSED DEVELOPMENT INCLUDES WORK ON PROPERTY LINE WITH ADJACENT / 1 8 9
PARCELS. CONTRACTOR TO CONFIRM WITH WARE MALCOMB (425-670-6706) ° \ \ / �i, ` /� I 4 8'5T04"E
AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR / ° 4 9 ` 1 2
AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASINGIj
CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ..4 ` ® s �1 000 6
ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT PRIOR TO ��L`'°j
CONSTRUCTION. �\ sjJ ' -- O
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY!, STATE OF WASHINGTON V
° vQ
s 2
32
11 KC REC NO. 9410201209 I 0 7 9 , , "•
1 - 5 � 6 3 \
i -1
Wo
17
3
/
/ �j OF 17 ;" \ 1 2It
13
4
13
'000
. • �'\
`o ' / j♦ \ \
60.
p
OF
I F-
10' AS -BUILT GAS ESMT.
KC REC. NO. 20130411001089
\
® DEMOLITION CALLOUTS:
1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF -SITE. ASPHALT
WORK FOR WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED
DURING TIMES WHERE FRED MEYER IS CLOSED.
2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE,
UNDER SEPARATE PERMIT.
3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE.
4. DEMOLISH EXISTING STORM LINE AND APPURTENANCES. DISPOSE EXISTING STORM LINE
AND APPURTENANCES OFF -SITE.
5. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF -SITE. COORDINATE
EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. CAUTION! EXISTING
ELECTRICAL IS TO BE PROTECTED IN PLACE UNTIL THE EXISTING TRANSFORMER IS
DISCONNECTED.
6. REMOVE EXISTING SIGN AND DISPOSE OF OFF -SITE (TYP).
7. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY
DURING CONSTRUCTION. SEE DETAIL 2/C3.1.
8. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST
AS NECESSARY DURING CONSTRUCTION.
9. DEMOLISH EXISTING GAS LINE AND APPURTENANCES AND DISPOSE OFF -SITE. CONFIRM
WITH PURVEYOR WHETHER THE EXISTING GAS LINE AND APPURTENANCES HAVE
PREVIOUSLY BEEN DEMOLISHED. COORDINATE WITH PURVEYOR FOR CAPPING
REQUIREMENTS.
10. PROTECT EXISTING SANITARY LINE AND APPURTENANCES TO REMAIN.
11. PROTECT EXISTING UTILITY TO REMAIN.
12. REMOVE EXISTING TREE (TYP).
13. REMOVE EXISTING CONCRETE WHEEL STOPS (TYP).
14. REMOVE EXISTING LOT LIGHT.
15. PROTECT EXISTING TREE TO REMAIN (TYP).
16. EXISTING SHED ALREADY REMOVED.
17. REMOVE EXISTING BOLLARD AND DISPOSE OFF -SITE (TYP).
18. RELOCATE EXISTING 1.5" WATER SERVICE AND METER TO 364 RENTON CENTER WAY.
19. PROTECT EXISTING BOLLARDS TO REMAIN.
20. REMOVE EXISTING TRANSFORMER. CAUTION: PROTECT EXISTING PRIMARY ELECTRICAL
LINES AND TRANSFORMER IN PLACE UNTIL NEW PRIMARY LINE AND TRANSFORMER ARE
INSTALLED. REMOVE TRANSFORMER AND PRIMARY SERVICE LINE ONCE IT IS
DE -ENERGIZED BY PURVEYOR. COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR
TO CONSTRUCTION.
21. REMOVE EXISTING WOODEN CURB AND DISPOSE OFFSITE.
22. RELOCATE EXISTING FIRE HYDRANT. SEE C9.0 FOR RELOCATION AND FURTHER DETAILS.
23. EXISTING UTILITY SERVICES ARE LOCATED WITHIN THIS AREA. UTILITIES WITHIN THIS
CORRIDOR INCLUDE TELEPHONE, GAS AND POWER. THESE UTILITIES WILL BE ADJUSTED
TO REROUTE AND REMAIN IN SERVICE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING
LOCATION OF AND PROTECTING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
24. ABANDON EXISTING 4" C.I. WATER AFTER TRANSFERRING EXISTING 1.5" WATER SERVICE
AND METER TO 8" WATER MAIN IN RENTON CENTER WAY. CUT AND CAP EXISTING 4"
WATER AT MAIN LINE (BY CITY FORCES). SEE C9.0 FOR MORE INFORMATION.
25. RELOCATE EX. STREET LIGHT. SEE SHEET C7.0 FOR LOCATION.
26. CUT AND CAP EXISTING WATER SERVICE AT MAIN LINE (BY CITY FORCES). CONTRACTOR
TO OBTAIN AND COMPLETE ANY NECESSARY PERMITS AND CONFIRM SCOPE OF WORK
PRIOR TO CONSTRUCTION.
27. PROTECT EXISTING SIGNAL POLE TO REMAIN DURING CONSTRUCTION.
28. PROTECT EXISTING CONCRETE PAD WITH ENGRAVED SIGN.
29. CUT AND CAP EXISTING 1.5" WATER SERVICE AND METER TO 367 RAINIER AVE S.
30. PROTECT EXISTING WATER METER TO REMAIN FOR LANDSCAPE IRRIGATION.
31. GAS LINE WAS RECENTLY LOCATED BY GAS PURVEYOR TO LOCATION SHOWN.
CONTRACTOR TO FIELD VERIFY WHETHER GAS LINE NEEDS TO BE RELOCATED TO
CONSTRUCT PROPOSED SITE IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH 4G
AND PURVEYOR TO RELOCATE GAS LINE AS NEEDED.
32. PROTECT EXISTING ELECTRICAL CONDUIT BOX.
33. RELOCATE EXISTING LUMINAIRE.
10' AS -BUILT GAS ESMT. O SEDIMENT CONTROL NOTE:
\.
° y' a � ' � , � � 3 KC REC. N0. 20130411001089_---------
TESC LEGEND: \ ,-' (TO BE RELOCATED) CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL
O 2
BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE ® Know what's below.
STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL
CATCH BASIN PROTECTION (�+y 5S i SS z ,� G \✓ 7 Qt�v {� BE BOUND BY SILT FENCE. ADDITIONAL TESC CONTROL MAY BE p C11I before you dig.
/ !' REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS 1 Dial811
TEMPORARY CONSTRUCTION "' ss � � \� � e ' \l / '�`iO
SILT FENCE EASEMENT C' G �P• " ° ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM /
LIMITS OF DISTURBANCE s �\ �\ ', 4\\� 1;? a : WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR
° IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT R-406335
SANITAR�,EWER ESMT. \r�/ \'\ CONSTRUCTION.
CONSTRUCTION ENTRANCE /ss ss KC R�C�0.9708110701 //1.
,'� °o
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R\s JENS
12
ASPHALT TO BE REMOVED ss i SS SD - SD
50
1 ss sow
t . ' CONCRETE TO BE REMOVED s'� / -5,
�+ °
�i
s so 2 \ ��
so s0
SD
Z
,p 47671
F6' 1 S T
TEMPORARY CONSTRUCTION FENCE so \^ S10NA L E��I��j�ti
° . .
U TREE TO REMAIN Barghausen
TREE TO BE REMOVED Consulting Engineers, Inc.
- - TEMPORARY "V" DITCH 18215 72nd Avenue South
Kent, WA 98032
COMPOST SOCK 425.251.6222 barghausen.com NO.
AS -BUILT PLANS
REVISION
SURVEYED: RLH
DESIGNED: JC
DRAWN: CMS
MM 3/15/21 CRJ CHECKED: AEM
BY DATE APPR APPROVED: CRJ
SCALE:
VERTICAL: NAVD 1988
171-20' HORIZONTAL: NAD 1983/1991 ClTY OF o0 12/19/2019
L PRI
RECORD TESC AND DEMOLITION PLAN FIELDBOOK:
RENTON 0 FOR PAGE:
ONE INCH -- CHICKFILA RENTON DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. ®
IF NOT ONE INCH 375 RAINIER AVE S RENTON, WA 98055
O
SCALE ACCORDINGLY
STORE NO.: 04249 SHEET: 3
OF: 24