HomeMy WebLinkAboutzD-4301setT
0
M
N
>L
U)
1323049057 I
CS RIM-17237
E 1Y CAPq-1.72
_76&17
IE B' DI (.S7
IE 1S' CYP (
E 16' CMP -163M
CB MM-172.07
/ E 6' DI (MV)-169.62
o
s92ee00010 I I
\ce / NO-169.92 E 1Y CMP (Nq-164.42
E 16' CAP-161.92
\ E 16' CAP S-18,.72
SDA91 RM-16oas I
E 36• CMP (-154.94
E 36• CMP (-154.94 O�
RE.SIRI= 12' CMP S-154.84
TOP OF 156.09
(�0.65
-1555.665 3926500060 15%1STB' 'C•r
mxc ,CBE '
SSW 160., \/ SDMH RM 162.69 � N Im /
9 (NW 3D-11 IE 12• CMP )-155.04 ND MMSOE fY6R ,
IE 36' CMP Sq_131.89
IE 36' CMP 131IE 36' CMP .99
OAK SDAL AVENUE SOUTHWEST
STORM SYSTEM PROJECT
I CB MM_171.82 /
(5-16&07 7882900060
E 15
\E 9• PYC (Sq-166.072 7882900070
\ 1E 24 PoM.180.28
N-1
E 24' CMP (N�17216
� REStRIlYOR-11H77.OS)-,7,.98 /
\ \ SOMH RM-179.99
E 12CONC 172.19
\ \ E 12' PVC 172.19
\ E 12• CHP (5 ( 171.89
\ \ \ CB RN 181.62
w 2' CY\ \ E ,P (q-17&42
�[ I E 12• CMP 5 ,78.72
I /
SW3R0�1
�YJOPa�i6. 27 \
J 146M �NI-178.94 / E 1Y CPEP-182.41
// / E CL CwA
/ 6• PVC (NW-NE-SE)-189.74 p
7471900043
I CB TYPE N RN-17&90 /
E 2• PVC r-17165,MS1.07If
WU WE � QP \ / � y) E 12• WNC-167.04
R'M_ IIND ILLED ./ IW 6 S
)AP 154.84 \ •�., MIDSOIIOIF151Ai b `I
CMP ((S 154.79 `\ \
0
\E 12• CONC-165.86\ \ EIf
E pP16A58'
CB MM_.0
E 1Y DI -183.► �j N0 FNM
E 16' CMP-153,19 7471900005
G�
S OAM
F E 1Y arts&tr
\ C8 Ia l� ,
E 12•CMP
MP
E 12• CMP 1L. Q
IL
BB STOP /
7471900015 /
SSIH RIM-15&07 /
it n nuu
PROJECT SITE
SCALE: 1" = 40'
RECORD DRAWING
RECORD DRAWING: THE INFORMATION ON THIS
DRAWING INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PERFORMED BY BBA
LAND SURVEYING, DATED 11 / 11 /25, AND
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
BY THE ENGINEER
7471900045 \/
\
Sheet List Table
Sheet Number
Sheet Title
C100
COVER
C101
NOTES
C200
SITE PREPERATION PLAN
C300
IMPROVEMENTS PLAN
C301
STORM SYSTEM PROFILES
C302
CURB RAMP DETAILS
HORIZONTAL DATUM
HORIZONTAL DATUM: NAD 83/11, WASHINGTON COORDINATE SYSTEM NORTH ZONE. VERIFIED
BASED ON GPS MEASUREMENTS UTILIZING THE VIRTUAL REFERENCE NETWORK AND CONSTRAINED
TO THE FOLLOWING CONTROL POINTS PROVIDED BY THE CITY OF RENTON EXISTING SITE SURVEY
BY PARAMETRIX DATED 09-2021:
MONUMENT ID: PBX #1003 FOUND MAG NAIL
NORTH= 178178.44'
EAST= 1294401.20'
MONUMENT ID: PBX #1004 FOUND MAG NAIL
NORTH= 178338.95'
EAST= 1294635.41
VERTICAL DATUM
iF 4
VERTICAL DATUM: VERIFIED NAVD 88 BASED ON GPS MEASUREMENTS UTILIZING THE VIRTUAL
AVE
REFERENCE NETWORK AND CONSTRAINED TO THE FOLLOWING VERTICAL BENCHMARK:
r
sW
MONUMENT ID: COR "1931"
ELEVATION = 158.80 FEET
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON
FIELD OBSERVATIONS TAKEN IN APRIL ,2024, UNLESS OTHERWISE INDICATED.
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT
AND PROCEDURES: (A) 1" TRIMBLE S7 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE
MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING
v
REQUIREMENTS SET FORTH IN W.A.C. 332-130-090.�
(C) LEAST SQUARES ADJUSTMENT USING StarNet VERSION 9.0 EXCEEDING REQUIREMENTS PER
Wig•
W.A.C. 332-130-080.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
PURPORT TO SHOW ALL EASEMENTS.
THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY REPRESENTS SURFACE FEATURES LOCATED VICINITY MAP
DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED
SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT
ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. NOT TO SCALE
CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811
Elevation (Z-FT): 158.8025
Elevation (Z-M): 48.403
Type: BRASS DISC [CITY OF RENTON BM] STREET LIGHT BASE SW SUNSET BLVD AND OAKSDALE AVE SW
Location: Set 3 1/2" brass disk stamped "City of Renton BM" in S.E. corner of concrete base for street light at N.E. corner of S.W. Sunset Blvd. and Oakesdale Avenue S.W.
y Call 48 Hours
J
Before You Dig
1-800-424-5555 or 811
Y D-430101 UNDERGROUND SERVICE
0
S
SURVEYED:
SCALE:
COR PROJECT NO:
d E
a <l,
PACE, PMX
HORT'=XXX'
VERT:1"=XXX'
CITY OF RENT0NOAKESDALE
AVE SOUTHWEST
SYSTEM PROJECT
SWP-27-4301
i
DESIGNED:STORM
CJ
DATE
_
ONE INCHDRAWN:
AT FULL SCALE IF
• Public Works Department BID
J U N E 2025
CJ
NOT ONE INCH
SCALE ACCORDINGLY
DOCUMENT
DRAWING NO:
CHECKED:
oizss�s =:
° 4 w�
C100
DATUM:
VERTICAL: NAVD 1988
�G t sT1 R� �:
�SIONAL ��G
J F
COVER
Q
PROJMGR:
SHEET N0: OF:
J NO.
REVISION DESCRIPTION
BY
DATE
APPR
06-17-2025
CJ, JF
HORIZONTAL: NAD 1983/1991
1 5
Q
z NO.
J
GENERAL STORMWATER NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. SEE THE "STANDARD DETAILS"
SECTION OF THE PROJECT SPECIFICATIONS FOR REFERENCED CITY OF RENTON (COR) STANDARD DETAILS AND ANY REFERENCED
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD DETAILS. ALL WORK AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND THE CONTRACT SPECIAL PROVISIONS.
2. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE.
3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY ENGINEER FOR A PRE -CONSTRUCTION
CONFERENCE.
4. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. LOCATIONS ARE BASED ON A COMBINATION OF ONE OR MORE OF THE FOLLOWING:
OBSERVATION OF SURFACE FEATURES, GEOGRAPHIC INFORMATION SYSTEM DATA, PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY
LOCATING SERVICE, CCTV, AND RECORD SCHEMATIC DRAWINGS. UTILITIES SHOWN IN THESE DRAWINGS ARE FOR THE PURPOSES OF
ASSISTING THE CONTRACTOR WITH LOCATING UTILITIES. THE CITY OF RENTON ASSUMES NO LIABILITY FOR THE ACCURACY OF THE
RECORD INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES WITHIN PROPOSED EXCAVATION LIMITS. CONTACT
UNDERGROUND UTILITY LOCATE SERVICE (1-800-424-5555) A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION TO OBTAIN ON -SITE
UTILITY LOCATIONS. CONTRACTOR SHALL POTHOLE UNDERGROUND GAS, WATER, SERVICE CONNECTIONS, AND OTHER UNDERGROUND
UTILITIES WHERE POTENTIAL FOR CONFLICTS EXIST, WHERE DIRECTED BY THESE PLANS, OR WHERE DIRECTED BY ENGINEER. POTHOLING
SHOULD BE DONE AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF WORK IN THE AREA. PRECAUTIONS AND REMEDIAL MEASURES SHALL
BE TAKEN AS REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE NOTED,
PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALL INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND
UTILITIES DURING EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, COORDINATE THE
RELOCATION OF THE PRIVATE UTILITY WITH THE UTILITY OWNER UNLESS NOTED OTHERWISE OR DIRECTED BY ENGINEER.
7. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS AND ALL OTHER REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS
AND PERMIT REQUIREMENTS IN THE PROJECT SPECIFICATIONS.
6. EXISTING WATER LINE BENDS AND BLOCKING ARE NOT SHOWN.
7. STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED.
8. EXCEPT AS OTHERWISE NOTED, CATCH BASIN AND MANHOLE RIM ELEVATIONS GIVEN ARE APPROXIMATE. FINAL ELEVATIONS SHALL
MATCH FINAL GRADE.
9. USE CDF FOR BEDDING AND BACKFILLING AROUND EXISTING OR NEW UTILITIES WHERE STANDARD METHODS DO NOT PERMIT
COMPACTION REQUIREMENTS TO BE MET, AS SHOWN ON THE DWGS, OR AS DIRECTED BY ENGINEER.
10. SITE CONSTRUCTION LIMITS (PRESERVATION LINES) COINCIDE WITH CITY RIGHT-OF-WAY UNLESS SHOWN OTHERWISE.
11. FOR CLARITY OF DRAWINGS, OVERHEAD POWER AND TELECOM ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR IS ADVISED THAT
THERE ARE OVERHEAD POWER AND TELECOM THROUGHOUT PROJECT AREA, INCLUDING DIRECTLY OVER PROPOSED PIPE
IMPROVEMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITH ANY
REQUIREMENTS SET FORTH BY THE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS.
GENERAL ESC NOTES
�. THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN OUTLINED HEREIN IS CONCEPTUAL. THE CONTRACTOR IS REQUIRED TO
SUBMIT A FINAL TEMPORARY WATER POLLUTION AND EROSION CONTROL PLAN IN ACCORDANCE WITH SPECIAL PROVISIONS SECTION
1-07.15.
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO
AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS
MINIMIZED.
4. THE ESC FACILITIES SHOWN ON THESE PLANS OR SPECIFIED HEREIN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM
EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND
SILT FENCES, ETC.).
5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER
FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO
APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30).
6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET
SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
7. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT
(48) HOURS FOLLOWING A STORM EVENT.
9. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
REVISION DESCRIPTION
BY I DATE I APPR
SURVEYED:
PACE, PMX
DESIGNED:
CJ
DRAWN:
CJ
CHECKED:
3�
J F
PROJMGR:
06-17-2025
CJ, JF
12. NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS SHALL BE ON A CONTRACTOR SECURED AREA. ALL TESC
REQUIREMENTS APPLY TO THE CONTRACTOR'S OBTAINED STAGING AREA.
13. SEE THE "STANDARD DETAILS" SECTION OF THE PROJECT SPECIFICATIONS FOR CITY OF RENTON (COR) AND WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD DETAILS REFERENCED IN THIS PLAN SET.
14. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER UTILITY ABOUT ANY RELOCATION OR MODIFICATION TO SERVICE LINES.
TEMPORARY WATER SERVICE RELOCATION INCLUDES SERVICE LINE AND CONNECTION FITTINGS AND SHALL BE INCIDENTAL TO OTHER
PAYMENT ITEMS.
15. THE NEW STORM CROSSES EXISTING UNDERGROUND GAS MAINS AND GAS SERVICES IN MULTIPLE LOCATIONS. IF NOT PREVIOUSLY
POTHOLED BY PSE, CONTRACTOR SHALL POTHOLE GAS A MINIMUM OF 10 DAYS IN ADVANCE OF PERFORMING WORK IN THE AREA AND
PROVIDE RESULTS TO ENGINEER. IF EXISTING GAS MAIN IS IN CONFLICT WITH NEW STORM, CITY WILL PROVIDE NEW PROFILE GRADES FOR
THE STORM PIPING. ADJUSTMENT OF THE STORM ALIGNMENT SHALL BE AT NO ADDITIONAL COST TO THE CITY. IF EXISTING GAS MAIN (OR
SERVICE) IS IN CONFLICT WITH NEW STORM AND STORM PROFILE CANNOT BE ADJUSTED, CONTRACTOR SHALL COORDINATE WITH PSE
FOR GAS RELOCATION (CONTACT PSE GAS REPRESENTATIVE CHANG PAK AT 253-395-6988). ALL COST FOR COORDINATION WITH PSE FOR
GAS SERVICE RELOCATION SHALL BE PAID FOR BY "RESOLUTION OF UTILITY CONFLICTS".
16. CONTRACTOR SHALL NOT ORDER PRECAST MANHOLES/CATCH BASINS UNTIL ALL POTENTIAL CONFLICTS THAT COULD AFFECT THE
MANHOLES/CATCH BASINS HAVE BEEN POTHOLED TO CHECK FOR CONFLICT, AND THOSE CONFLICTS HAVE BEEN RESOLVED.
17. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS PER MANUFACTURER RECOMMENDATION.
18. EXISTING STORM DRAINAGE PIPES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION
2-02.3(4) OF THE SPECIAL PROVISIONS FOR PIPES AND SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS
FOR STRUCTURES.
19. CONTRACTOR SHALL REPLACE ANY SURVEY MONUMENTS IMPACTED BY CONSTRUCTION WHERE SHOWN ON DRAWINGS IN ACCORDANCE
WITH SECTION 1-05.4 OF THE SPECIAL PROVISIONS AND CITY OF RENTON SURVEY STANDARDS. ANY MONUMENTS NOT SPECIFICALLY
CALLED OUT AS TO BE REPLACED ON DRAWINGS SHALL BE REPLACED BY CONTRACTOR AT ITS OWN EXPENSE.
20. FOR PAVEMENT RESTORATION, CONTRACTOR IS REQUIRED TO PROVIDE A HOT MIX ASPHALT TRENCH PATCH IN ACCORDANCE WITH COR
STANDARD PLAN 220.20.
21. TEMPORARY SHORING IS REQUIRED FOR ALL STORM DRAIN WORK AND ASSOCIATED MANHOLES. MINIMUM TECHNIQUE SHALL BE USE OF
TRENCH BOX. SPECIAL SHORING TECHNIQUES ARE REQUIRED WHERE WORKING IN CLOSE PROXIMITY TO UTILITIES. SEE SPECIAL
PROVISIONS SECTION 7-08. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT TO CITY PROJECT MANAGER, A SHORING AND
UTILITIES PROTECTION PLAN AS REQUIRED BY THE WORK PLAN UNDER THE MOBILIZATION BID ITEM.
22. TRENCH EXCAVATION PAYLIMIT WIDTH PER SPECIFICATION 2-09.4.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL SUBMIT PLANS TO THE
ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. SEE TRAFFIC CONTROL REQUIREMENTS IN SECTION 1-10 IN THE SPECIAL
PROVISIONS. EXCEPT FOR AS SPECIFICALLY NOTED IN SECTION 1-10, CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OPEN IN
EACH DIRECTION AT ALL TIMES ON ALL ROADS WITHIN THE PROJECT AREA.
10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3
INCHES.
11. NO STOCKPILING/STAGING WILL BE CONDUCTED WITHIN THE RIGHT OF WAY OR CITY OWNED SITE. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ITS OWN STOCKPILE/STAGING AREAS.
12. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE
ALLOWED.
13. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT
CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS.
IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE
VACUUM -CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS.
14. CATCH BASIN INSERTS SHALL BE PLACED AT ALL CATCH BASINS ALONG PIPE ALIGNMENT PER COR STANDARD PLAN 216.30..
15. INSTALL SILT FENCING AROUND ENTIRE STAGING/STOCKPILE AREAS PER COR STANDARD PLAN 214.
16. TEMPORARY SEDIMENTATION TANK MAYBE REQUIRED IN CONTRACTOR STAGING AREA IF THE SILT FENCING IS NOT ADEQUATE.
17. KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT.
18. CONSTRUCT TEMPORARY STORMWATER BYPASSES AS NEEDED DURING CONSTRUCTION TO DIVERT STORMWATER AROUND TRENCHING
AND PIPE INSTALLATION ACTIVITIES AND MAINTAIN DRAINAGE OF UPSTREAM STORMWATER. CONTRACTOR IS RESPONSIBLE FOR DESIGN
OF STORM DRAIN BYPASS PLAN. UNLESS OTHERWISE NOTED, BYPASSES ARE TO BE DESIGNED TO HANDLE THE VOLUME AND PEAK FLOWS
OF THE 2-YEAR STORM EVENT AT A MINIMUM. SUBMIT AS PART OF WATER CONTROL PLAN. STORM DRAIN BYPASS PLAN SHALL ALSO
ADDRESS THE DOWNSTREAM SYSTEM AND PREVENTION OF STORMWATER ENTERING THE WORK AREA BY BACKING UP FROM
DOWNSTREAM.
19. ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL BE TREATED VIA SEDIMENTATION, FILTRATION THROUGH
VEGETATION IN APPROVED AREAS, OR PORTABLE FILTRATION SYSTEMS (UTILIZING TANKS AND FILTERS), AS NEEDED, PRIOR TO
DISCHARGE TO DOWNSTREAM SYSTEM IN ORDER TO MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL WATER QUALITY REGULATIONS.
CONTRACTOR MAY ALSO DISCHARGE TO THE SANITARY SEWER SYSTEM AFTER OBTAINING APPLICABLE PERMITS AND MEETING
PRETREATMENT REQUIREMENTS.
SCALE:
HOR:1"=XXX'
VERT: 1"=XXX'
ONE INCH
AT FULL SCALE IF
NOT ONE INCH
SCALE ACCORDINGLY
DATUM:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF RENTON
Public Works Department
BID
DOCUMENT
RECORD DRAWING
RECORD DRAWING: THE INFORMATION ON THIS
DRAWING INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PERFORMED BY BBA
LAND SURVEYING, DATED 11 / 11 /25, AND
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
BY THE ENGINEER
OAKESDALE AVE SOUTHWEST
STORM SYSTEM PROJECT
NOTES
Call 48 Hours
Before You Dig
1-800-424-5555 or 811
D-430102 UNDERGROUND SERVICE
COR PROJECT NO:
SWP-27-4301
DATE
JUNE 2025
DRAWING NO:
C101
SHEET NO: OF:
2 5
T
N
I
n
3 _
1323049057
\ 3
\ 4
10"DEC
I I CB RIM=171.82
\ \ IE 15" CMP (SW)=168.07 7882900060
I IE 15" CMP (NE)=168.12
\ \\IE 6" PVC (SE)=168.07 / 7882900070
/ SDMH RIM=180.28
IE 24" CMP (N)=172.18
\ \ IE RESTRICTED 12" CONIC (S)=171
\\ �2 TOP OF RESTRICTOR=177.03
SDMHRIM=179.99
\ IE 12" CONIC (N)=172.19
\ FND T/L IE 12" PVC (S)=172.19
c(I wqC \ (6)6- IE 12" CMP (E)=171.89
k c /
/
W oo y CB RIM=172.27 \ w CB RIM=181.62 / Y \ IE 12" RlV \ y IE 12" CMP (E)=178.42
IE 8"DI (NE)=167.57
. CMP (N)=166.17 � ^� � � C IE 12" CMP (S)=178.72
/ \
DEMOLITION NOTES
1. THE WORK UNDER THE CONTRACT INCLUDES ALL CLEARING NECESSARY TO COMPLETE ALL
WORK ASSOCIATED WITH THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY
REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT
WORK. CLEARING, GRUBBING, AND DEMOLITION WORK SHALL BE INCIDENTAL TO THE PROJECT.
2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED MATERIALS FROM
THE SITE UNLESS OTHERWISE NOTED.
3. SEE SHEET C101 FOR ESC NOTES.
IE 15" CMP (NE)=166.72 I I / v w o c
IE 18" CMP cS>=163.22 / ; ~�� DEMOLITION, CLEARING, & TESC LEGEND
CB RIM=172.07 c+ / ^ /
o SEE NOTES ON SHEET C101 UNLESS OTHERWISE NOTED BELOW.
IE 8" DI (SW)=169.62 I �' • 3 �, /V / I w \ % `\ m PROPERTY LINE
O / I
I 3 C q� / I I % S 7 \ \ \ RIGHT OF WAY LINE
w3ra*_nn�-l
I�� �fCc APPROX LIMITS OF WORK
/
I \\ I I \ \\ \\ w /
INLET PROTECTION, SEE COR STD. PLAN 216.30
\ \\\15' UTILITY EASEMENT EXISTING TREE TO REMAIN WITH APPROX. CRITICAL ROOT ZONE
/ \ 3926600010 \ cp
\SSCO
I 1 \ \
I \ APPROX. SAWCUT LIMIT
\ I I 2 3\ APPROXIMATE ASPHALT REMOVAL AS NECESSARY,
4 iij - ��vqY 6�' SAWCUT EDGES AS REQ'D
IE 12"PEP--181 27 NOTE: PROTECT EX PAVING THAT IS TO REMAIN)
CB RIM=169.92 I cp
"
IE 12- CMP (NE)=164.42 I ji� ,� -`SSMH RIM=178.94 IE 12 APPROXIMATE CONCRETE PAVING/SIDEWALK
IE 18"i CMP (N)=161.92 I N \ -� , j/� ��i IE CL CHAN. REMOVAL AS NECESSARY,
IE 18" CMP (S)=161.72 / G� \\ j j / / �i 8 PVC (NW-NE-SE)=169.74 SAWCUT EDGES AS REQ'D, SIDEWALK REMOVAL TO NEAREST JOINT
PROTECT EX CONC PAVING/SIDEWALK THAT IS TO REMAIN)
APPROXIMATE CURB REMOVAL AS NECESSARY,
SAWCUT EDGES AS REQ'D
NOTE: PROTECT EX CURB THAT IS TO REMAIN)
\ SDMH RIM=160.89
IE 36" CMP (NE)=154.94 \ 16" D
IE 36" CMP (SW)=154.94 •d \ /" �/
\ RESTRICTED 12" CMP (S)=154.84 \ / �h, / / / 7471900043
TOP OF RESTRICTOR=158.09 - / /1"v / //
\ '�, %/j%/ CB TYPE II RIM=175.90
-\ CB RIM=160.65 , _ , IE ,2� PVC (NE)=171.65 / DEMOLITION KEY NOTES
IE 8" \PVC (SE)=155.65 3926600060 1Nc P-� �i /� j / / / /, IE 12 CMP (SW) 171.50
CONC ONC GATE
co POST \\ � / / \ -_ \�� /fir / /i/ 1 ABANDON EXISTING STORM STRUCTURE AND PLUG ALL EXISTING PIPES PER
SSMH RIM=160.1\ \ r ASSUMED LOCATION FROM / \ / ///�� / / / / \ ❑ SPECIAL PROVISIONS 7-05.3(2). RESTORE EXISTING SURFACE IN KIND.
❑ \/ STRUCTURES IN AREA
IE CL CH N.� - \ IE 12" SDMH RIM=162.69 CMP (N)=155.04 NO LOCATE PAINT
s VC (NW-N�-15�.8, IE 36" CMP (SE)=131.69 5 > /c D// PRESERVE AND PROTECT EXISTING STORM STRUCTURE. NOTE THAT THE
GG r (�) "•/ EXISTING STRUCTURE MAY BE BRICK AND MAY HAVE A NON-STANDARD
\\ \ IE 36" CMP (SW)=131.69 0 // / 2
so IE 36" CMP (S)=127.69 b� \ / I I / / ❑ KNOCKOUT. AVOID DAMAGE TO EXISTING KNOCKOUTS WHEN REMOVING
EXISTING PIPES.
\ , / �P / IE 12 CONC=167.04 ❑3 PRESERVE AND PROTECT EXISTING UTILITY.
\ il, WATER VALVE O
CB RIM=158.69 \j \ OHO
" \� FILLED w/ DIRT & H2O
IE 12 CMP (NW)=154.84 yo 9\ \ \ �ti0 HARD BOTTOM=155.93'
IE 2 PVC (S)=157.94
\IE 12" CMP (NE)=154.79 ��\ 9\ \\ \ \ \ o . ` .�: \ ❑ PLUG EXISTING 18-INCH EXTENDING SOUTH WITH CONCRETE.
4 \ 3 \ / � � � - �� \ IE 12" CONC=165.88\ .
/ \��� \\\❑ ,. �Q�`yam \� ABANDON EXISTING STORM PIPE AND FILL WITH CDF PER SPECIAL PROVISION
6 � � �\ �/ , � CULVERT 7471900045
IE 12" CMP=164.58'
SG 1Q� 2 CULVERT CUT AND CAP EXISTING STORM DRAIN PIPE.
2 � /
IE 12" CMP=163.09'
CB RIM=158.14
IE 18" CMP (N)=153.44 ,j�2 / / ❑ DECOMMISSION AND ABANDON EXISTING HYDRANT AND WATER VALVE.
`O IE 12" DI (E)=153.94 i% /, NO PARKING \
/tr \ IE 18" CMP (W)=153.19 �
7471900005
REMOVE EXISTING CATCH BASIN.
CULVERT
CB
3 RIM=15869 Ilk IE 12" CMP=158.17' / .•
\ \
.�
IE 12" CMP (E)=155.69 A Bpi,
Q IE 12" CMP (W)=155.64 Z 4\ , WAskr�
/ BUS STOP �� 46 76 �<)
ss GISTE�
3 / 7471900015 / I�NAL LAND
i 'D f
RECORD DRAWING
SSMH RIM=158.07
RECORD DRAWING: THE INFORMATION ON THIS
IE CL H=151.12 / / 0 20 40 80 DRAWING INDICATES CHANGES MADE TO THE
8" PVC
(NW -NE -SE ) CONSTRUCTION DOCUMENTS BASED UPON
Feet UTILITY AS -BUILT SURVEY PERFORMED BY BBA
\ \ / LAND SURVEYING, DATED 11/11/25, AND Call 48 Hours
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
Q \ BY THE ENGINEER Before You Dig
C�_
0
_0
1-800-424-5555 or 811
Y D-430103 UNDERGROUND SERVICE
0
5 SURVEYED: SCALE: COR PROJECT NO:
�� 1 ES PACE, PMx HOR:1"-xxx' OAKESDALE AVE SOUTHWEST swP-2�-4301
17 pr IVA t��� DESIGNED: VERT: 1 =XXXCITY OF RENTON
DATE
�� cJ '* STORM SYSTEM PROJECT
c ✓ ONE INCH J U N E 2025
21 DRAWN: P ublic W orks D epartm ent D
AT FULL SCALE IF •
ci NOT ONE INCHDRAWING NO:
SCALE ACCORDINGLY �DOCUMENT
.r tiir�z` 1 CHECKED: JF DATUM: C
200
�SIONAL VERTICAL: NAVD 19ss SITE PREPERATION PLAN
z NO. REVISION DESCRIPTION BY DATE APPR PROJMGR: HORIZONTAL: NAD 1983/1991 SHEET N0: OF:
06-17-2025 CJ, JF 3 5
T
O
N
I
n
20.6 -23-LF12"SD@ i.6196 9.47X
6 3 F1 CB-1
N: 178428.28
E:1294513.17 �
1323049t 172.46 RIMA42.44 9 .11
`✓
166.57 INV 11\146 .58 12" (EX)
166.54 INV OUT:16;z.1312"
N: 178409.77
E: 1294514.71/
17 "I M: "DEC 0
170.00 INV O li1`:i 6�9-Cr� i S
CB RIM=172.27
IE 12" CMP (N)=166.17
/ IE 8" DI (NE)=167.57
IE 15" CMP (NE)=166.72
IE 18" CMP (S)=163.22
/ CB RIM=172.07 N c+
IE 8" DI (SW)=169.62 \
I
/ EX-CB3 2
N:178422.60
' cEi
I��5r�2.48
IE
\ IE �"jj = i od.07 " 7882900060
8.1 68.12
IEIW't/F�J 7882900070
CB-3 / SDMH RIM=180.28
6"pEC N: 178388.86 4 IE 24" CMP (N)=172.18
\ IE RESTRICTED 12 CONIC (S)=171
E: 1294587.94 TOP OF RESTRICTOR=177.03
RIM,+�16.64• 176. / SDMH"RIM=179.99
\ \ ` INV IN:166.5i 18" 164.87 IE 12 CONIC(N)=172.19
IE 12" PVC (S)=172.19
cONd \ NV O16'S-� gN� 87 IE 12" CMP (E)=171.89
Wq�kw � F�
CB RIM=181.62
R/� \ IE 12" CMP (E)=178.42
EC ` IE 12" CMP (S)=178.72
/ -6-LF 12" SD @ 1+.-, 546 co�c v/ 106 j I I // / \ 1\\ �N,� T
• q I �`
12.4 23.63X \ <��q y l I I SAR y l
/ 4 CB-2 I - o I w \ \ �/ a'P4 /
N: 178411.66 \ I V) I I�\ _ \ F
FND PMX #1004 /
E: 1294522.23 1771 EX-CB4 \ oo I \ MAG NAIL /
172.43 RIM :3Fi.3ii- I 2 \ I I 3$ LF 12 0 \ /
T T N: 178333.05 I I I \s� \ \
165.9e IIff1N:�12r NW N E: 1294571.11 I I 18.5
/ \ 392660001 166.17 1 N V I N :i6�-4•;12' NE 175 88 RIM :3�-g8- / , \ CB-4 \ 4 ` \\sSCO
\ 167.07 INV INA&i +F 12"W 171168 INV IN:3�9.12'1 / N:'1 320.
165.57 INV OUT:166.8::18" SE 171�58 INV OUT: E:_1 .31
CB RIM=169.92 IE 12"PREP=181.27 /
IE 12" CMP (NE)=164.42 I / /- i 178.94 IE 12
\ IE 18" CMP (N)=161.92 I o I \ /� ~�
/ \ IE 18" CMP (S)=161.72 ( G� \• % %/ ///'i'' 8" PVC (NW-NE-SE)=169.74
\ / SDMH RIM=160.89
IE 36" CMP (NE)=154.94 \ 16"DEC \ / - �� / 8; �5,c
/ IE 36 CMP (SW)=154.94 d \ //
\ RESTRICTED 12" CMP (S)=154.84 \ i / j y // / / 7471900043
TOP OF RESTRICTOR=158.09
CB TYPE II RIM=175.90 /
�\ CB RIM=160.65 \ �A _ �, i /j / / / / IE 12" PVC (NE)=171.65
IE 8" PVC (SE)=155.65 3926600060 1.5'X1.5'X5' bU 00N��� P-� \ ` ��� /jib// // //,/ IE 12" CMP (SW)=171.50
\ CONC GATE POST`
ASSUMED LOCATION FROM
SSMH RIM=160.1\ \/ SDMH RIM=162.69 STRUCTURES IN AREA
IE CL CHAN•.1_1 - \ IE 12" CMP = 5 0 NO LOCATE PAINT $�2 \
s vc (NW-s�� 15�.>\ " s`)�LE 1, SHEET C30 \
� IE 36 CMP ) D�C • / / /
\ - IE 36" CMP (SW)=131.69
` SD ` IE 36" CMP (S)=127.69
/ I \
GR DI EN RGEMENT
STORM DRAINAGE NOTES
1. UNLESS OTHERWISE NOTED, ALL STORM PIPES SHALL BE POLYPROPYLENE PER SP 9-05.24 AND SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
2. CONTRACTOR TO VERIFY LOCATIONS OF NEW MANHOLES WITH ENGINEER PRIOR TO CONSTRUCTION.
3. ALL NEW MANHOLE RISERS SHALL BE ADJUSTED TO FINISHED GRADE PER CITY OF RENTON STANDARD
PLAN 106.
4. CEMENT CONCRETE SIDEWALKS SHALL BE REPLACED PER COR STANDARD PLAN 102: CEMENT CONCRETE
SIDEWALK.
5. CEMENT CONCRETE CURB AND GUTTER SHALL BE REPLACED PER COR STANDARD PLAN 101 & 103:
CEMENT CONCRETE TRAFFIC CURB AND GUTTER.
6. CONTRACTOR SHALL MAINTAIN LOCAL ACCESS AT ALL TIMES DURING CONSTRUCTION.
7. CONTRACTOR SHALL RESTORE ROAD GRADE, ROAD CROWN, SIDEWALK, CURB AND GUTTER TO MATCH
EXISTING ELEVATIONS. SURVEYING EXISTING ELEVATIONS FOR ADEQUATE RESTORATION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
UTILITY LEGEND
SEE NOTES ON SHEET C101 FOR GENERAL NOTES FOR EACH UTILITY.
EXISTING TYPE 1 CATCH BASIN - - PROPERTY LINE
RIGHT OF WAY LINE
O❑ EXISTING TYPE 2 CATCH BASIN
APPROXIMATE LIMITS OF WORK
NEW TYPE 1 CATCH BASIN PER
COR STANDARD PLAN 200.00 NEW STORM DRAIN PIPE WITH FLOW DIRECTION
❑■ NEW TYPE 1L CATCH BASIN PER 2" GRIND AND OVERLAY PER COR STD PLAN 110.2
COR STANDARD PLAN 200.10
NEW CEMENT CONCRETE SIDEWALK PER COR STD PLAN F007
O NEW TYPE 2 CATCH BASIN PER
COS STANDARD PLAN 201.00
LONGITUDINAL TRENCH PATCH PER COR STD PLAN 110.1
O EXISTING SANITARY SEWER MANHOLE
ASPHALT CONCRETE TRANSITION AREA
KEY NOTES
C302 , \ 3 N: 178 ;ONC=167.04 ❑1 CONNECT EXISTING STORM UTILITY TO NEW STRUCTURE.
� � i � iii� P� l \
\ 7, WATER VALVE
\ \ 1
CB RIM=158.69 \ \ E: \ ii• ��
� \ � Fl w/ DIRT & H2O � 1 � i• O i
IE 12" CMP (NW)=154.84 yo 9\ \ ` �ti0 HARD OTTOM=155.93' - RI 15 �� `�%;' CB-5 4 \ /
IE 2 PVC (S)=157.94 EX-CB5 \ \
\ IE 12" CMP (NE)=154.79 6 2 : 1781 \ \\ \ \ " 1515 \ N: 178264.31 ❑2 CONNECT NEW STORM PIPE TO EXISTING STRUCTURE.
\ \ $ \ \ -� T: 18 1 �'y \ E: 1294525.44 \
29 403. IE 12" CONC=165.88\�70.41 RIMA69.81
158.19 RI 163,19 INV I N :3f4.2g 18"
153.44 INV 18 ` ' ` \ ❑3 RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD PLAN 204.20.
\ �� \ �� /> �� ,� 163.1� INV OUT: 8 18 /
153.27 INV I N : 18 (EX) I \ �� �� ; CULVERT 7471900045
153.27 INV OUT: 18" (EX) ` IE 12' CMP=164.58'
� ❑ I CULVERT WAS''' � 4 ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50.
� � / / �
G�js \/ y 7�.�� � IE 12" CMP=163.09'
'ox CB RIM=158.14 Z$ /y�� o ,6 76 ❑ RECTANGULAR SOLID METAL COVER PER CITY OF RENTON STANDARD PLAN.
�� IE 18 CMP (N)=153.44 18 $D SQ / / NO PARKING / /
`O IE 12" DI (E)=153.94 _ \,� QIS T sg
\ IE 18 CMP (W)=153.19 7 i 7471900005 I��rAL L
RESTORE AREA AROUND INLET TO MATCH EXISTING CONDITIONS. THIS
CULVERT \ . / ❑ WORK SHALL BE DONE INCIDENTAL TO PIPE INSTALLATION.
I IE 12" CMP
158.04 / RECORD DRAWING
�� " CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
POTHOLE g \ , 12" WATE PM BIN 158.6 ` FO ND 3 SURFACE BRASS RECORD DRAWING: THE INFORMATION ON THIS 7
' '`" 12 MP E:15 9 _CI OF RENTON BM" / DRAWING INDICATES CHANGES MADE TO THE ❑ STANDARD PLAN 101. SEE SHEET C302 FOR CURB RETURN TABLE.
b MAIN PRIOR TC3NSTRUCT101. 12 MP (W)= 5.6 - i \ co�TROL ID 1931
CONSTRUCTION DOCUMENTS BASED UPON
CONTACT ENGINEER I F I N CONFLICT , Q ��� �� / UTILITY
AND suRVEYiNG, DATED PERFORMED 1 /5, AND
BBA
\ 12 SD ` y$ _ \\j'9> Off, ` / TRANSFERRED TO THE REPRODUCIBLE DRAWINGS 181
ASPHALT TRANSITION AREA.
ti 1, &� S V BY THE ENGINEER
SEE PROFILE 2, SHEET C301 BUS STOP
CB-6 IF EXCAVATION OF CATCH BASIN IS EXPECTED TO BE WITHIN 5-FT RADIUS OF
5 / 7471900015 / POWER POLE, CONTACT SEATTLE CITY LIGHT TO ORDER POLE HOLD DURING
r N: 178177.52 EXCAVATION AND INSTALLATION.
i E: 1294436.03 e
159.79 RIMA59.g8
155.52 INV IN:+56.iS 18" ��`s`��2 H RIM=158.07 / 0 20 40 80
N INV I N :356.�18 12" �p ��� \�`��o�' �i E� CL CHAN.
156.22 Q o� S� oo, 8 PVC (NW-NE-SE)=151.12
155.49 INV OUT:iS&M 18" ooR•
o \ / Feet Call 48 Hours
\ Before You Dig
C�_
0
_0
1-800-424-5555 or 811
Y D-430104 UNDERGROUND SERVICE
0
5 SURVEYED: SCALE: COR PROJECT NO:
PACE, PMx HOR:1" =XX OAKESDALE AVE SOUTHWEST swP-27-4301
pr IVA t��� DESIGNED: VERT: 1 =XXX � CITY
OF
RENTON
DATE
n �� cJ '* STORM SYSTEM PROJECT
c ✓ ONE INCH J U N E 2025
21 DRAWN: P ublic W orks D epartm ent BID
AT FULL SCALE IF •
NOT ONE INCHDRAWING NO:
SCALE ACCORDINGLY DOCUMENT
.r �tiir�z` 1 CHECKED: JF DATUM:
�> �w C300
�SIONAL EVERTICAL: NAVD 1988 IMPROVEMENTS PLAN
z NO. REVISION DESCRIPTION BY DATE APPR PROJMGR: HORIZONTAL: NAD 1983/1991 SHEET N0: OF:
06-17-2025 CJ, JF 4 5
T
M
��y�
t"J
N
n
185
1
F-11
z
Q
Of
w
0
_ rn
U
Q
N 00
180
Of
M
1
180
Q
a
U N
Xw
m
N
CL
w
w
`�
(n
o0 c V
w
I
I
175
co
w
ao
/
W
w W
175
00
w
Ln
OEXISTING
GRACE
AT PROPOS
D STORM MAI
170
I
170
O
�0-LF
18" SD @
o
-&9-LF 18" S
@$SO56
LF 18 11
SD
'/5
\
65.9
.06%
70.5
165
0.60%
-
165
1.47%
�
m
V
,
160
1-9- LF
12" SD @
13().8
SO
C
160
18.6
3.1
%
EXIST
12" SD @ 6.
8%
155
0
155
150
150
ELF
8" DI SD @
+1796
24.5
1.39%
145
145
PROFILE
PACE
SURVEY
PARAMETR
X SURVEY
—SEE
FOR
CONTINUATIO14
140
140
m
N
Lq
m
a
�
o
�
�
N N
I
Mi
(\
(\
<r
N
O
o O
I"
ai
l0
I"
LD
ui
1.0
�
l0
r"i
lD
-4
l0
m
Ln
00
L
10
00 10
20 10
40 10
60 10
80 11
00 11
20 11
40 11
60 11
80 12
00 12
20 12
40 12
60 12
80 13
00 13
20 13
40 13
60 13
80 14
00 14
20
PROFILE VIEW
1"=20' HORIZONTAL, 1"=5' VERTICAL
RECORD DRAWING
RECORD DRAWING: THE INFORMATION ON THIS
DRAWING INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PERFORMED BY BRA
LAND SURVEYING, DATED 11 / 11 /25, AND
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
BY THE ENGINEER
REVISION DESCRIPTION
BY I DATE I APPR
SURVEYED:
PACE, PMX
DESIGNED:
r,
CJ
0
DRAWN:
CJ
CHECKED:
JF
31
PROJMGR:
06-17-2025
CJ, JF
SCALE:
HOR:1"=XXX'
VERT: 1"=XXX'
ONE INCH
AT FULL SCALE IF
NOT ONE INCH
SCALE ACCORDINGLY
DATUM:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF RENTON
Public Works Department
BID
DOCUMENT
SAME STRUCTURE
175
175
170
170
SEE
PROFILE 1
11.5
FOR CONTINUATION
� LF
8" DI SD @
24.5
1.39%
LF
18 DI SD@err
165
4.87%
165
Ln
CL
±5-LF
12" DI SD @
U
m
13.4
13.58%
U
160
w
160
OMATCH
INVERT
OF
EXISTING DITCH
155
155
it
�U
�
3
w
/
c
N
150
/ /
O
j
150
cb
LO
x w
/
145
145
0000
c�^
U,kD
�L
�L
�N
PROFILE VIEW
1"=20' HORIZONTAL, 1"=5' VERTICAL
STORM DRAINAGE NOTES
1. SEE SHEET C300 FOR DRAINAGE STRUCTURE INFORMATION.
KEY NOTES
❑1 PROTECT AND TEMPORARILY SUPPORT UTILITY DURING CONSTRUCTION.
OAKESDALE AVE SOUTHWEST
STORM SYSTEM PROJECT
STORM SYSTEM PROFILES
Call 48 Hours
Before You Dig
1-800-424-5555 or 811
D-430105 UNDERGROUND SERVICE
COR PROJECT NO:
SWP-27-4301
DATE
JUNE 2025
DRAWING NO:
C301
SHEET NO: OF:
5 5
T
0
M
N
U)
b
loe
/ 158.23
;B RIM_ 158.69
� P (E) - 155.69 -
T (W)-155.641/
00,.
/ %7'
SURVEYED:
' PACE PMX
E S
DESIGNED:
CJ
J
DRAWN:
CJ
1
0123375 =: CHECKED:
°cISTF1��l �;� JF
Q S'S I O'\ A 1, I Lz
PROJMGR:
NO. REVISION DESCRIPTION BY DATE APPR
06-17-2025 CJ, JF
SOUTH CURB RAMP AND SIDEWALK REPLACEMENT
SCALE: 1" = 5'
SCALE:
HOR:1"=XXX'
V E RT: 1"=XXX'
ONE INCH
AT FULL SCALE IF
NOT ONE INCH
SCALE ACCORDINGLY
DATUM:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Ag"q& CITY OF RENTON
00
Public Works Department
BID
DOCUMENT
LEGEND
SEE NOTES ON SHEET C101 UNLESS OTHERWISE NOTED BELOW.
RIGHT OF WAY LINE
MAJOR CONTOUR
MINOR CONTOUR
l xxx.xx' GRADING POINT
02
GRADING NOTES
1. PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH
CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES.
KEY NOTES
O MATCH EXISTING GRADE.
OCEMENT CONCRETE PARALLEL CURB RAMP TYPE B PER WSDOT STANDARD
PLAN F-40.12-03.
CURB RETURN TABLE
NAME
TYPE
NORTHING
EASTING
ELEVATION
C1
BEG CURB
178180.5084
1294407.6098
158.43 SEE
C2
BEG LAND
178180.8518
1294407.9719
C DETAIL
C3
END LAND
178184.2928
1294411.5995
i58.57-
C4
END CURB
178194.6157
1294422.4824
159.55
CULVERT
IE 12" CMP=158.17'
RECORD DRAWING
RECORD DRAWING: THE INFORMATION ON THIS
DRAWING INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PERFORMED BY BBA
LAND SURVEYING, DATED 11/11/25, AND
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
BY THE ENGINEER
OAKESDALE AVE SOUTHWEST
STORM SYSTEM PROJECT
CURB RAMP DETAILS
Call 48 Hours
Before You Dig
1-800-424-5555 or 811
D-430106 UNDERGROUND SERVICE
COR PROJECT NO:
SW P-27-4301
DATE
JUNE 2025
DRAWING NO:
C302
SHEET NO: OF:
6 5