HomeMy WebLinkAboutR-412708FOUND 3/4" IRON PIPE
can C7 0.39'S, 0.31'W
OF PROP COR
DATUM
NAVD 88
LEGEND
O CATCH BASIN PROTECTION 1
C6.
xREMOVE TREE/STRUCTURE
2
----- FILTER FABRIC FENCE
C6.
r
J - - - - TREE PROTECTION C6.0
r
EX. CURB REMOVAL
NOTES
- - - - SAWCUT LINE
CONSTRUCTION/CLEARING LIMIT
EX. ASPHALT REMOVAL
x x x x
x x x x EX. CEM. CONC. REMOVAL
e..... I r- C E L x
o d- COR 2 17 SW o C6. E ) RG�t.ft2:.4'_: I Q
25�� n 72278 1315 I = CE T R _ _` 8'" c._ ` ;_:.` ':' x I I 1. SEE SHEET C1 FOR GENERAL NOTES, EROSION AND SEDIMENTATION CONTROL NOTES AND CONSTRUCTION SEQUENCE. N
TBM VKAIL
Gij�i;JWEL•.(N&5 =.:. 44' _:...:. _ x
# -
SET 10, 5 SQ FT ° �x I 2. REMOVE EXISTING SITE STRUCTURES. REFER TO ARCH DWGS FOR ADDITIONAL INFORMATION.
ELEV93' W Ui x
...... I 0.25 ACRES PARCEL �c �I - 3. COORDINATE ELECTRICAL DEMO WITH SCL. PROVIDE TEMPORARY POWER AS REQUIRED. O
cv I #7227801290 TBt�1#3 TEL SE1 D T
SET NAIL IN PP I x I 4. THE CONTRACTOR SHALL IDENTIFY THE CONSTRUCTION EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) FOR THE PROJECT. Q
W::::: 2) K I I 11,403 S ELEV=34� 14' ! I - Z 5. ALL DISTURBED LANDSCAPED AREAS SHALL BE AMENDED WITH SOIL IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS. THIS
0 II I E PROTECTION ACRES I I �� SHALL CONSIST OF A MINIMUM OF 6" OF COMPOST AMENDED TOPSOIL AND TILLED TO 12" MINIMUM DEPTH. SEE DETAIL 6/C6.0.
SSMH _ I II �+ C6'SEE LANS FOR z CONSTRUCTION PARKING AS ��� I x -
RIM 339.62' I �, I OUN 3/4" IRON PIPE
ADDITIO L INFORMATION (TYP) 2 REQUIRED FOR CONSTRUCTION I O 6. PRESERVE AND PROTECT ALL UTILITIES AND SURFACE IMPROVEMENTS NOT INDICATED FOR REMOVAL. SAWCUT ALL SURFACING AND
CENTER & = CONC ' �I u, N �'�+�#� OF PI 035'W I x I " z z IMPROVEMENTS TO BE REMOVED AT LIMITS OF REMOVAL.
CHANNEL(N&S)=331.52' I N 1i F PROP COR _ PER APP. D OF THE COR
�o �I i - - - - 2017 SWDM
( ) o
V ' I I I x FJJW D 7. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
' I V I x I / AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE
J a F N REBAR(BEN 0"D / O N I I \
�I 0.1 ' ) & 1.29'(E) R / �, I I cnx m CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND FURTHER DISCOVER AND AVOID ANY OTHER
O 28"FI of P OP COR ER / I x I Q UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. J
0
x
I
I
N
L
w
1
N _
3 w
8. COORDINATE EXTENTS OF PAVING DEMOLITION WITH PROPOSED PAVING UTILITY AND GRADING PLANS. STAGE DEMOLITION TO PROVIDE
I• 1. Ill Q
i1
ADEQUATE HARD SURFACE WORK PAD AND LAYOUT AREAS OR PROVIDE TEMPORARY PAVING OR GRAVEL SURFACING AS NECESSARY.
...................................... ........... rr
/ 25 28"FIR t I 41 CATCH BASIN O
O
I - - I = _ INSERT (TYP)
:. -�.. .. 9. COORDINATE ALL UTILITY DEMOLITION WITH CONSTRUCTION OF NEW SYSTEMS AND PROVIDE TEMPORARY BYPASS AND PUMPING SYSTEMS AS _
N 8 9 °0 6 . .....W.....1�.1.0.1.2....H.EL.D :: P:.::.:::� 2- � �:::::: ._._._._.... cv O
FO 1" IRON PIPE x REQUIRED BY CONTRACTORS OPERATIONS. p
�::::::::::::::.f
PARCEL 72 78 1310 N, 0.05'E I _ O
CB T 1
I
PROP CO
10. THE CONTRACTOR SHALL PROVIDE SUMPS PUMPS AND STORMWATER TREATMENT SYSTEMS AND CONSTRUCT INTERCEPTOR SWALES
................................................................... ......... ... .
RENTON H U SI G U TH l RIM (SOLID)=341.60
1
x = NECESSARY FOR DEWATERING. NUMBER AND LOCATION OF SYSTEMS TO BE AS REQUIRED BY CONTRACTORS OPERATIONS AND
.� ► � I 12" PVC (S) 337.25' Q r
/ 12" CONC N=337.15' SEQUENCING.
z () rn
O 2"FIR EDIM T TRAP PER APP. D 1 vJ
17"FI o I 0 11. THE EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED A MINIMUM AND ADDITIONAL MEASURES WILL BE
` 1 "FIR 1 IPfiac � S CTION 5.1 OF THE I w I Q REQUIRED TO PROTECT ADJACENT PROPERTIES, INCLUDING THE ROW, THE DOWNSTREAM SYSTEM AND RECEIVING WATERS.
\. CO 2017 SWD _ _
` CT
0 I \\ MIN. SA = 844 SF MEASURED CONC. WA OSN UT AREA PER x I 3- 12. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR WORK WITHIN THE RIGHT-OF-WAY.
26"FIR \ T OV RFLOW SPILLWAY) APP. D SECTION D.2.2.2 OF I CD
THE COR 2017 SWDM ! � � - CONSTRUCTION SEQUENCE �
RCEL #7227801295 � � xA �J.J
1 1. PRE -CONSTRUCTION MEETING.
r° ON CITY OF I x
INTERCEPTOR SWALE PER APP. I -
` Cp ? I J CB (TYPE 1)
J, (2)wM o, FIG D.2.1.6.0 OF THE COR 00 " I I o IM=340.52' 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF
2017 SWDM (TYP) / I Q IE(E) 12" CPEP=337.12' CONSTRUCTION SIGN). Z
CB (TYPE A I p
..'DEp / / RIM=34 E 11) ) CD 3. FLAG OR FENCE CLEARING/CONSTRUCTION LIMITS AND TREE PROTECTION MEASURES.
� g � J,� � � IE (S) 18" CPEP=337.31' ,� cf)� I
�� B TY - „ CB (TYPE 1) 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
1 x (33 . A=90°00 0 I RIM=340.08'
W) 1 CP =334. R25. x I I �, E (W) 12" CPEP=337.08' 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES .
cv -IE (N) 12" PVC=337.08' ()
PP �' s� � � _ 51 6' MIN WIDE OUTLET ER FIG. Y L=39.27' x - IE (S) 12" PVC=336.98'
=25.0' A=2°30'52" .1.5.A, APP._"F THE COR x x x x x 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) AND SEDIMENT RETENTION. L
201 SWDM--SUNSET x s P x x x 0 CB (TYPE 1-SOLID)
wv* r
x x L= R=129.0' x x x x x - RIM=340.97' 7. GRADE AND STABILIZE CONSTRUCTION ROADS. vJ
x x x x IE (N) 12" PVC=336.87'
CB TYPE 1 - - o IE (S) 18" CPEP=336.42' 8, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING
RIM TYPE 1) �� x x x cX c 0� % �'c x c c V) AND GRADING FOR PROJECT DEVELOPMENT.
IE(SE) 18" CPEP=334.70' wv J x x x x x x x x x x x x x x xg' 2' �� 1' S�i9�S6�� xx x l c� O
SLH
IE(E) 18" CPEP=334.65' J' �� xSLN Fo VL L - o UP c UP 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND U
U UP � , UP U P UP UP UP UP �iJ UP U Ucn
� � , �Ir L,� � � C/' 3: MANUFACTURER'S RECOMMENDATIONS.
J
SDMH O LUM S�10UNS T LN N �o )WV FOUNDS MON DISK IN CASE 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION \
RIM=338.14' iy
o ��� w w W w w �v w w w 0.6' AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. /_
FOUND PK NAIL
W/ FLASHER
BM #33127
ELEV=344.56' wv
o CO
z CB T-1
RIM (SOLID)=344.07
12" PVC (N)=340.82'
16.1' 12" CONC (S)=340.82'
cn - -
x C�
:4 a PARCEL #7227801320 PARCEL #7227801285 1LI U)x
o - 21.3' JARVIS CHRISTINA+MARK D MACKENZIE GREGORY S x
c N ....... e I I x LIMITS OF
4(!3 WOOD FENCE COR
a:. ........:. EAVE 0.4'N OF PROP LINE I Cox CONSTRUCTION (TYP)
n �
g „ EAVE x 4
- °27° _E
M lZ ��, ��,��,�-„��, �,��,� ��,,��,��,-n�-x-.r-x�r-z�-Y�-n-x-x--e--K--�-�-��--a---e--K
o =I
I o TBM#1 F LTER FABR FOUND R BAR/CAP 0.4' W PROP FENCE
LINE ; _ O x
- 1 SET NAIL IN PI ENC (TY) S #33127 ND 1" IRON PIPE I x - ........d
cvi ELEV=342.83 0.05'(S) 0.12'(W) U�
COVER STO KPI ES S OF PROP COR STABILIZED 0.13'N _ �x I rmm-
I REQUIRED BY APP. D F T E CONSTRUCTION OF PR : 0 (/)x
IR
IE(SW) 18" CPEP=330.54' W W w w W wv
IE(SE) 18" CPEP=330.59' SS SUNSET L N N E IE(NW) 18" CPEP=333.24'
S� S SS SS-SS-SS-SSSS SS SS S
/ SID S`� Sp _
/ SID
SSMH
RIM=338.34'
CENTER OF 12" CONC
CHANNEL(SW&E)=325.94'
IE (N) 8" PVC=328.79'
FOUND MON IN CASE SSMH
BRASS DISK RIM=338.25'
DOWN 0.5' CENTER OF 12" CONC
CHANNEL(W&E)=327.15'
INLET (TYPE 2)
RIM=338.04'
IE(NW) 8" CONC=331.14'
IE(W) 18" CPEP=330.99'
�j
IE(SE) 8" CONC=334.34'
I\ 18" CPEP=330.99'
\
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
Kel
REVISION
SSMH \
RIM=339.48'
CENTER OF CONC
CHANNEL=327.73' SDMH
(12" W&E)(8"N) RIM=339.46'
IE
(E)18"
CPEP=332.81'
IE
(N 18"
CPEP=335.56'
IE
(W
18"
CPEP=332.76'
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
0
SS S
n
n
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
11. COVER ALL AREAS THAT WILL BE UNWORKED
FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING U
THE WET SEASON WITH STRAW, WOOD FIBER
MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
CB (TYPE 1-SOLID)
RIM=339.58'
13. SEED OR SOD ANY AREAS TO REMAIN
IE (N) 18" CPEP=335.53'
UNWORKED FOR MORE THAN 30 DAYS.
IE (W) 18" CPEP=335.43'
(� �I cTR I I (�T (� j�I
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R-412708
1 `�'PO' 6
CT,
z
T�PROJ
RErm `1ST,�BILIIQU%VA&WI 'R2VB
IF
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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THE INFI/R. THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
Q
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
Q
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
(l)
DRAWINGS BY THE ENGINEER.
Q
VERTICAL•
SUNSET OAKS APARTMENTS
DATE.
10HORIZONTAL-AD
HORIZONTAL- NAD 1983/1991 83/1
CITY OF
SUNSET LANE NE, RENTON, WA
FlELDBOOK:
LU
RENTON
PAGE:
�
DATUM
Planning/Building/Public Works Dept.
TESC PLAN
DRAWING NO:
C2.0
Z
z
SHEET: 8OF:36
0