HomeMy WebLinkAboutP_Civil Construction Documents_161017_v2PROJECT DESCRIPTION
These improvement plans include, but are not limited to, a new Taco Bell building, landscaping
improvements, rain garden, dumpster enclosure, and parking lot for Taco Bell customers and
employees. The proposed building will be ADA accessible from both the parking lot and existing
right of way. Necessary signage will be provided throughout the site to provide proper instructions
for both vehicle and pedestrian traffic.
STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION SPECIFICATION
The standard specifications of the State of Washington, Department of Transportation, including
changes and supplemental specifications listed in the proposal shall govern this improvement.
I hereby approve these plans and declare that the making of this improvement will not require the
closing to traffic to the highway and the provisions for the maintenance and safety of traffic will be
as set forth on the plans and specifications.
T-001
C-001
C-101
TITLE SHEET
GENERAL NOTES
DEMOLITION PLAN
C-111SITE PLAN
C-121
C-132
C-133
C-501
C-502
GRADING PLAN
SWPP PLAN
DETAILS
C-131SWPP PLAN NOTES
C-134
C-141UTILITY PLAN
SWPP PLAN NOTES AND DETAILS
SWPP PLAN NOTES AND DETAILS
DETAILS
INDEX OF DRAWINGS
NORTH
VICINITY MAPN.T.S.
2 OF 2ALTA / NSPS LAND TITLE SURVEY
TACO BELL
RENTON, WASHINGTON
4225 NE 4TH STREET
IMPROVEMENT PLANS
APRIL, 2017
C-110EASEMENT PLAN
DETAILS
DETAILS
C-503
C-504
DETAILS C-505
1 OF 2ALTA / NSPS LAND TITLE SURVEY
NORTH
LOCATION MAPN.T.S.
PROJECT SITE
PROJECT SITE
NE 4TH STREET
WHITMAN COURTDETAILS C-506
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
TITLE SHEET11TACO BELLTACO BELLR-396001TED-40-3960T-001
1 CITY OF RENTON COMMENTS JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:1
1
1
1TYP. ALL SHEETS
TYP. ALL SHEETS
TYP. ALL SHEETS
PARCEL: 9374000400
SITE AREA, SQUARE FEET: 31, 863
SITE AREA, ACRES: 0.731
TOTAL DISTURBED AREA, SQUARE FEET: APPROX. 23,483
TOTAL DISTURBED AREA, ACRES: APPROX. 0.54
GROSS IMPERVIOUS AREA, SQUARE FEET: APPROX. 21,308
GROSS IMPERVIOUS AREA, ACRES: APPROX. 0.49
NET NEW IMPERVIOUS AREA, SQUARE FEET: APPROX. -3,476
NET NEW IMPERVIOUS AREA, ACRES: -0.08
BICYCLE PARKING COUNT: 2
BUILDING SIZE: 1,856 SQUARE FEET
MAX BUILDING COVERAGE: 65% TOTAL LOT AREA
GROSS IMPERVIOUS AREA, SQUARE FEET = 21,308
GROSS IMPERVIOUS AREA, ACRES = 0.49
LAND USE DATA
AREA
PROVIDED
PARKING SPACES
188
PARKING REQUIREMENTS
1 SPACE PER 75 SF OF DINING AREA
THEREFORE: 581 / 75 = 8 SPACES REQUIRED.
CURRENT ZONING: CA - COMMERCIAL ARTERIAL
AND URBAN DESIGN DISTRICT D
NET DENSITY = 0
TOTAL ESTIMATED CONSTRUCTION COST: TBD
ESTIMATED FAIR MARKET VALUE: TBD
EXCAVATION ESTIMATE: 11,000 CUBIC FEET
REQUIRED PROVIDED
NUMBER OF SPACES
PERCENTAGE
OF SITE AREA
BUILDING
PAVEMENT/IMPERVIOUS
LANDSCAPING
TOTAL 100%0.73 AC.
33%
6%
61%0.45 AC.
0.04 AC.
0.24 AC.
REQUIRED PROVIDED
PARKING SETBACKS
BUILDING SETBACKS
LANDSCAPE SETBACKS
REQUIRED PROVIDED
REQUIRED PROVIDED
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10' min.,
15' max.
0'
0'
10.00'
109.13'
119.43'
37.10'*
10'
0'
0'
10'
39.40'
29.40'
52.02'
10.00'
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10'
0'
0'
10'
15' min.,
20' max.
*DENOTES DIMENSION TAKEN FROM CANOPY
39.40'
29.40'
52.02'
10.00'
OWNER/APPLICANT
TACO BELL CORPORATION
1 GLEN BELL WAY MD#534
IRVINE, CA 92618
ENGINEER:
GPD GROUP
520 S. MAIN STREET, SUITE 2531
AKRON, OHIO 44311
330-572-2100
SURVEYOR:
DURYEA & ASSOCIATES
2702 NORTH PERRY STREET
SPOKANE, WASHINTON 99207
509-465-8007
CONTACT INFORMATION
PROJECT STATISTICS
LANDSCAPE ARCHITECT:
LYON LANDSCAPE ARCHITECTS
11237 NE 95TH STREET
KIRKLAND, WASHINGTON 98033
253-209-4053
UTILITY SERVICE PROVIDERS:
PUGET SOUND ENERGY
1101 LAKE WASHINGTON BLVD N
RENTON, WASHINGTON 98056
425-235-7633
BENCHMARKS:
BASIS OF BEARING NAVD88.
BENCHMARK #1 - NORTHWEST CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
BRASS PIN IN CONCRETE IN MONUMENT CASE. CITY OF RENTON MONUMENT #1503.
N=181067.883
E=1311396.674
ELEVATION=401.02'
BENCHMARK #2 - 2.25" BRASS CAP WITH "+". CITY OF RENTON MONUMENT #1851
N=180978.623
E=1313999.610
ELEVATION=398.55'
BENCHMARK #3 - ON-SITE TEMPORARY BENCHMARK. "X" ON SOUTHEAST HEADBOLT ON FIRE
HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20'.
1
1
HORIZONTAL COORDINATES:
HORIZONTAL COORDINATE #1
DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN)
N=181004.355
E=1311793.606
HORIZONTAL COORDINATE #2
DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN)
N=180849.447
E=1311837.886
ISSUED FOR BID 10/17/17
10/16/17
General Plan Notes (Cont.)Utility NotesDemolition Notes General Legend
Grading Plan Notes
Site Plan Notes
6.All work within the rights of way shall be in accordance with the governing jurisdiction and specifications.
7.Contractor shall coordinate any maintenance of traffic with the owner's representative and the local jurisdiction prior to
construction.
8.Contractor shall at all times ensure that SWPP measures protecting existing drainage facilities be in place prior to the
commencement of any phase of the site construction or land alteration. (See sheets C-131 to C-136).
9.Upon completion of project, contractor shall clean the paved areas prior to removal of temporary sediment controls, as directed by
the city and/or construction/project manager. If power washing is used, no sediment laden water shall be washed into the storm
system. All sediment laden material on pavement or within the storm system shall be collected and removed from the site at
contractor's expense.
10.The contractor will, upon becoming aware of subsurface or latent physical conditions differing from those disclosed by the original
soil exploration work, promptly notify the owner verbally to permit verification of the conditions and in writing, as to the nature of
the differing conditions. No claim by the contractor for any conditions differing from those anticipated in the plan and specifications
and disclosed by the soil studies will be allowed unless the contractor has so notified the owner, verbally and in writing as required
above, of such differing conditions.
11.These project construction documents shall not constitute a contractual relationship between the engineer and the contractor or
the engineer and the subcontractor.
12.The engineer will not be responsible for construction or safety means, methods, techniques, sequences or procedures utilized in
construction by the contractor or subcontractors.
13.All construction staking shall be by the contractor and included in the project base bid. Upon request, the engineer can
electronically provide a CAD drawing file for construction layout purpose. Use of those files is subject to a separate agreement
upon request.
14.The contractor shall run an independent vertical control traverse to check benchmarks and a horizontal control traverse through
the referenced project control datum to confirm geometric data. It is the contractors responsibility to notify the engineer of any
discrepancies prior to the start of construction.
1.All dimensions and radii are given to face of curb unless otherwise noted.
2.All exterior site specific Portland Concrete Cement (i.e. sidewalk, pavement or curbing) shall meet the latest edition of the state
department of transportation specifications for materials used, mixing, transportation, placement and curing. The minimum
strength for PCC allowed is 4000 PSI at 28 day strength. Air entrainment shall be in accordance with DOT Specifications for
exterior concrete. (Contractor shall refer to details within this drawing set for any variations to this specification).”
3.All exterior curb shall have expansion joints at 100'-0" O.C, and control joints at 10'-0" O.C. (unless otherwise specified on the
detail sheets) all exterior walk shall have expansion joints at 20'-0" O.C. And control joints @ 5'-0" max. O.C. (unless otherwise
specified on the detail sheets).
4.All concrete shall have a medium transverse finish.
1.Demolition includes the following:
1.A.Transfer benchmark control to new locations outside the disturbed area prior to commencing demolition operations (when
applicable).
1.B.Demolition and removal of site improvements.
1.C.Disconnecting, capping or sealing, and abandoning/removing site utilities in place (whichever is applicable).
2.Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain.
3.Remove, reinstall, and relocate: remove items indicated; clean, service, and otherwise prepare them for reuse; store and protect
against damage. Reinstall items in locations indicated.
4.Existing to remain: protect items indicated to remain against damage and soiling throughout construction. When permitted by the
engineer, items may be removed to a suitable, protected storage location throughout construction and then cleaned and reinstalled
in their original locations.
5.Contractor shall schedule demolition activities with the construction/project manager including the following:
5.A.Detailed sequence of demolition and removal work, with starting and ending dates for each activity.
5.B.Dates for shutoff, capping, and continuation of utility services.
5.C.Identify and accurately locate utilities and other subsurface structural, electrical, or mechanical conditions.
6.Regulatory requirements: comply with governing EPA notification regulations before starting demolition. Comply with hauling and
disposal regulations of authorities having jurisdiction.
7.Storage or sale of removed items or materials on-site will not be permitted.
8.Obtain approved borrow soil materials off-site when sufficient satisfactory soil materials are not available on-site.
9.Maintain existing utilities indicated to remain in service and protect them against damage throughout construction operations.
9.A.Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by engineer and
authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to owner
and to governing authorities.
10.Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing.
11.Utility requirements: locate, identify, disconnect, and seal or cap off indicated utility services serving the site.
11.A.Arrange to shut off and cap utilities with utility companies and follow their respective utility kill and cap policies.
12.Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe
passage of people around demolition area.
12.A.Erect temporary protection, barricades as per local governing authorities.
12.B.Protect existing site improvements and appurtenances to remain.
13.Explosives: use of explosives will not be permitted.
14.Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
15.Clean adjacent buildings and improvement of dust, dirt, and debris caused by demolition operations. Return adjacent areas to
condition existing before start of demolition.
16.Damages: promptly repair damages to adjacent facilities caused by demolition operations at the contractors cost.
17.General: promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.
18.Burning: Do not burn demolished materials.
19.Asbestos: It is not expected that asbestos will be encountered in the course of this contract. If any materials suspected of
containing asbestos are encountered, do not disturb the materials. Immediately notify the engineer and the owner.
20.Survey the condition of the building to determine whether removing any element might result in a structural deficiency or
unplanned collapse of any portion of the structure or adjacent structures throughout construction.
21.Building pad demolition: Demolish building pad completely and remove from the site. Use methods required to complete work
within limitations of governing regulations and as follows:
21.A.Dispose of demolished items and materials promptly.
21.B.Demolish concrete and masonry in small sections.
21.C.Break up and remove concrete slabs on grade.
22.Below-grade demolition: demolish foundation walls and other below-grade demolition, as follows:
22.A.Completely remove below-grade demolition, including foundation walls footings, and below grade concrete slabs.
23.Filling below-grade areas: completely fill below-grade areas and voids resulting from demolition of buildings and pavements with
soil materials according to requirements per soils report. Contractor shall contact engineer prior to filling any areas. Contractor
shall contact engineer to observe fill procedures.
24.Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent
occupied and used facilities.
24.A.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from owner and
authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing
regulations.
25.Contractor to sawcut existing pavement to remain prior to curb, gutter, pavement, etc removal.
1.Before starting grading operations, see sheet C-131 to C-136, stormwater pollution prevention plan notes and details (SWPP).
2.Before starting grading operations, see Landscape Plans.
3.Prior to site construction activity, the contractor shall install all SWPP measures to protect existing drainage facilities. Contractor
shall prevent siltation from leaving the site at all times.
4.Strip building and pavement areas of all organic topsoils. Stockpile suitable topsoils for respreading onto landscape areas. All
excess excavated materials shall be removed from the site at the contractor's expense. See geotechnical report for stripping and
topsoil requirements.
5.Site grading shall be performed in accordance with these plans and specifications and the recommendations set forth in the soils
report by Terracon Consultants, Inc., dated April 28th, 2017 and referenced in this plan set. The contractor shall be responsible for
removing all soft, yielding or unsuitable materials and replacing with suitable materials as specified in the soils report. Unless
otherwise specified in the plans, specifications, or soils report the site grading, excavation, and embankment shall be in
accordance with the state department of transportation construction and material specifications.
6.At a minimum all excavated or filled areas shall be compacted to 95% of the modified proctor maximum density per A.S.T.M. Test
D-1557. Moisture content at time of placement shall not exceed 2% above nor 2% below optimum. The contractor shall follow the
recommendations of the geotechnical report and retain a qualified soils engineer registered within the state to ensure compliance
with the geotechnical report, make geotechnical recommendations based on field conditions, and ensure that all shoring and
dewatering means and methods will not compromise the stability of existing or proposed footings/foundations. The requirement to
hire an independent geotechnical engineer may be waived if an owner hired geotechnical engineer is onsite. The owner reserves
the right to request compaction reports prepared by the contractor's geotechnical engineer, verifying that all filled areas and
subgrade areas within the building pad area and areas to be paved have been compacted in accordance with these plans and
specifications and the recommendations set forth in the soils report. Notify project engineer if any unsuitable soils are found.
7.Following grading of subsoil to subgrade elevations the contractor shall place topsoil to a 6" depth in all disturbed areas which are
not to be paved. Smoothly finish grade to meet surrounding lawn areas and ensure positive drainage. Stockpiled topsoil shall be
screened prior to respreading. Topsoil shall be free of subsoil, debris, brush and stones larger than 1" in any dimension. Rock
hounding in place will not be permitted. All excess topsoil shall be legally disposed of off site.
8.Elevations given are at bottom face of curb and/or finished pavement grade unless otherwise specified on grading plan. All
pavement shall be laid on a straight, even, and uniform grade with a minimum of 1% slope toward the collection points unless
otherwise specified on the grading plan. Do not allow negative grades or ponding of water.
9.Slope building sidewalk away from the building at a maximum of 1.5% (unless otherwise indicated on sheet C-121).
10.Contractor shall provide butt end joint to meet existing pavement in elevation at drive returns and ensure positive drainage.
General Plan Notes
1.Prior to starting construction the contractor shall be responsible to make sure that all required permits and approvals have been
obtained. No construction or fabrication shall begin until the contractor has received and thoroughly reviewed all plans and other
documents approved by all of the permitting authorities.
2.All work shall be performed in accordance with these plans, specifications and the requirements and standards of the local
governing authority. The soils report by Terracon Consultants, Inc. dated April 28th 2017, and recommendations set forth therein
are a part of the required construction documents and take precedence unless specifically noted otherwise on the plans. The
contractor shall notify the construction/project manager of any discrepancy between soils report and plans, etc.
3.The A.L.T.A./N.S.P.S. Land Title Survey by Duryea & Associates, dated March 17th, 2017 shall be considered a part of these
plans. The G.C. Is responsible for locating improvements per these plans.
4.The locations of underground facilities shown on the plan are based on field surveys and city records. It shall be the contractor's
full responsibility to contact the various utility companies to locate their facilities prior to starting construction. No additional
compensation shall be paid to the contractor for damage and repair to these facilities caused by his work force.
5.All dimensions, grades, and utility locations shown on these plans were based on A.L.T.A./N.S.P.S. Land Title Survey. The
contractor shall field verify all existing conditions prior to construction. Contractor shall notify construction/project manager if any
discrepancies exist prior to proceeding with construction for necessary changes. No extra compensation shall be paid to the
contractor for work having to be redone due to information shown incorrectly on these plans if such notification has not been given.
PLAN REPRODUCTION WARNING
THE PLANS HAVE BEEN CREATED ON ANSI D (22"x34")
SHEETS FOR REDUCTIONS, REFER TO GRAPHIC SCALE.
General Utility Notes
1.Contractor shall contact all utility companies immediately after bid is awarded and ensure the utility companies have the essentials
required for complete service installation. Contractor shall notify construction manager and engineer of any time frames
established by utility companies which will not meet opening date.
2.Contractor shall verify the size, location, invert elevation, and condition of existing utilities which are intended to be utilized as a
connection point for all proposed utilities (See sheet C-141), prior to any construction. Contractor to ensure existing utilities are in
good condition and free flowing (if applicable). If elevations, size, or location differ from what is shown on sheet C-141, contractor
shall notify engineer immediately.
3.Where plans provide for proposed work to be connected to, or cross over an existing sewer or underground utility, the contractor
shall locate the existing pipes or utilities both as to line and grade before starting the proposed work. If it is determined that the
elevation of the existing conduit, or existing appurtenance results in a change in the plan, the engineer shall be notified before
starting construction of any portion of the proposed work which would be affected by the interference with an existing facility.
Payment for all the operations described above shall be included in the contract price for the pertinent item.
Storm Sewer Notes
1.All storm sewer shall be corrugated high density polyethylene (HDPE) smooth interior pipe (unless otherwise noted on plan).
HDPE pipe shall conform to ASTM D 3350 and joints per ASTM F477.
2.Underdrains shall be PVC perforated pipe (SDR 35).
3.The contractor shall be responsible for all trenching, backfilling and pipe installation, pipe material and tap connection. Coordinate
all work with Ann Fowler @ 425-430-7382.
Sanitary Sewer Notes
1.Sanitary sewer lateral invert at building shall be a minimum of' 3.84' below finish floor.
2.Clean-outs to be installed at all pipe bends and angles, unless a manhole is indicated.
3.The contractor shall hire a local plumber licensed with the local sanitary jurisdiction to make all connections from the building to
the existing sanitary cleanout. Contractor shall secure a sanitary sewer connection permit prior to any construction. The
contractors price for sanitary sewer installation shall include all fees and appurtenances required by the local sanitary jurisdiction
to provide a complete working service. Coordinate all work with Ann Fowler @ 425-430-7382.
4.All sanitary pipe material shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35 or ductile iron class 50, unless
otherwise approved by the Wastewater Utility.
Water Notes
1.Water service materials shall be copper type "K" unless otherwise noted on plans. Diameter shall be as noted on these plans
(sheet C-141) and shall be installed with a minimum cover of 42" or below frost line, whichever is greater.
2.Construction and materials provided by the water company:
·tap main.
·furnish and install curb stop & box and water meter.
·coordinate all work with the Ann Fowler @ 425-430-7382.
3.Construction and materials provided by the contractor:
·furnish and install copper service line from meter to building.
·all trenching and backfilling.
4.See landscaping drawings for irrigation information.
Electrical Notes
1.See electrical drawings for site lighting and luminaire description.
2.See electrical sheets for all dedicated exterior building and sign lighting schedules. Electrical contractor shall balance loads where
required.
3.All parking lot lighting wiring shall be no. 10 AWG in 3/4" PVC duct.
4.When installing vertical sweeps for utility conduits, contractor shall use 4" SCHD. 80 ducts.
5.Construction and materials provided by the electric company:
·existing pad mounted transformer.
·make appropriate primary and secondary connections at transformer.
·furnish and install meter.
·coordinate all work with Marc Bayley @ 253-234-6432.
6.Construction and materials provided by the contractor:
·furnish and install 1"-4"" PVC schedule 40 ducts, including all trenching and backfilling from transformer to building.
·furnish and install secondary wire from the building to the transformer.
·furnish and install meter base and ct cabinet.
·include all fees required by electric company to provide a complete working service.
Telephone Notes
1.Construction and materials provided by the telephone company:
·coordinate all work with CenturyLink @ 1-888-650-6750.
·provide and install wiring to existing service riser.
2.Construction and materials provided by the contractor:
·furnish and install one 4" PVC SCH. 40 conduit with pullwire from the building to existing service.
·all trenching and backfilling.
·include all fees required by telephone company to provide a complete working service.
3.Contractor shall coordinate the number of lines required with the construction/project manager.
Natural Gas Notes
1.Construction and materials provided by the gas company:
·tap main.
·furnish and install service from tap to building.
·furnish and install meter.
·coordinate all work with Puget Sound Energy @ 1-888-321-7779
2.Construction and materials provided by the contractor:
·furnish and install service from meter to building and throughout the building.
·all trenching and backfilling
·contractor shall include all fees required by the gas company to provide a complete working service.
Cable Notes
1.Install 4" cable tvss conduit per City of Renton, state or NEC code, whichever is more stringent (for future use). See electrical
sheets for details. Terminate cable conduit at right-of-way. Provide end cap and note location on as-built drawings.
PROPOSED TRAFFIC SIGN
PROPOSED CATCH BASIN
PROPOSED LIGHT POLE
PROPOSED CONCRETE
PROPOSED EDGE OF PAVEMENT
PROPOSED CURB
PROPOSED WHEEL STOP
PROPOSEDEXISTING
PROPOSED PAINTED ADA SYMBOL
PROPOSED CROSSWALK STRIPING
PROPOSED TRANSVERSE STRIPING
PROPOSED EXTERIOR
GREASE INTERCEPTOR
PROPOSED DIRECTIONAL
PAVEMENT MARKINGS
000
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EXISTING LIGHT POLE
EXISTING CATCH BASIN
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING PROPERTY LINE
EXISTING RIGHT OF WAY LINE
EXISTING CENTER LINE
w
EXISTING SANITARY MANHOLEsa
EXISTING STORM MANHOLEst
g EXISTING GAS VALVE
g EXISTING GAS METER
EXISTING TRANSFORMER
EXISTING OVERHEAD UTILITY LINES
EXISTING UNDERGROUND GAS LINES
EXISTING UNDERGROUND STORM LINES
EXISTING UNDERGROUND SANITARY LINES
EXISTING UNDERGROUND WATER LINES
co EXISTING CLEANOUT
gs EXISTING GAS SERVICE METER
EXISTING SIGNAL POLE
EXISTING TRAFFIC POLE
ws EXISTING WATER SERVICE VALVE
EXISTING UNDERGROUND ELECTRIC LINES
EXISTING UNDERGROUND TELEPHONE LINES
EXISTING TRAFFIC CONTROLLER BASE
EXISTING CURB
EXISTING TREE
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PROPOSED STANDARD DUTY ASPHALT
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CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
GENERAL NOTES11TACO BELLTACO BELLC-001TED-40-3960R-396002
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17
10/16/17
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STg
BM #3
28 L.F. ±65 L.F. ±35 L
.F
.
±
98 L.F. ±
34
L
.
F
.
±20 L.F. ±2 L.F. ±
10 L.F. ±2 L.F. ±P/LEXISTING STREAM14
L
.
F
.
±
3 L.F. ±
HC #1
HC #2
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=391.60
INV. = UNKNOWN
PROP. 12" HDPE (SW), INV.=387.49
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=391.52
INV. 36" IE (E)=383.12
EXISTING STRUCTURES
STRUCTURE DETAILS
ST
1000
ST
1001
STRCT. ID
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.39
INV. 12" (SW)=387.49
CB
1002
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=393.35
INV. = UNKNOWN
CB
1003
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=392.70
INV. 12" IE (S)=385.50
INV. 12" IE (W)=385.90
ST
1004
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=392.56
INV. 12" IE (W)=387.58
INV. 12" IE (E)=387.56
CB
1005
EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED)
RIM=390.58
INV. 12" IE (W) = 389.00 (TO BE REMOVED)
CB
1006
EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED)
RIM=390.38
INV. 12" IE (S)=388.52 (TO BE REMOVED)
INV. 12" IE (E)=388.54 (TO BE REMOVED)
CB
1007
EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED)
RIM=391.13
INV. 12" IE (S)=388.35 (TO BE REMOVED)
INV. 12" IE (N)=388.37 (TO BE REMOVED)
INV. 8" IE (E)=388.68 (TO BE REMOVED)
CB
1008
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.74
INV. 12" IE (N)=387.99 (TO BE REMOVED)
INV. 12" IE (SE)=387.98
INV. 12" IE (NW)=388.01
CB
1009
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.47
INV. 12" IE (SE) = 388.17
CB
1010
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.03
INV. 12" IE (NW)=387.73
INV. 12" IE (S)=388.03
INV. 6" IE (W)=388.03
CB
1011
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.06
INV. 12" IE (N)=387.41
INV. 12" IE (S)=387.36
CB
1012
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=392.07
INV. 12" IE (N)=386.25
INV. 12" IE (S)=386.15
INV. 12" IE (E)=386.07
CB
1013
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=395.68
INV. 12" IE (S)=385.63
INV. 12" IE (W)=385.68
CB
1014
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=396.35
INV. 12" IE (N)=385.50
INV. 12" IE (E)=385.20
ST
1015
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=396.25
INV. 12" IE (N)=384.90
INV. 12" IE (W)=384.55
ST
1016
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=395.89
CB
1017
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.05
INV. 12" IE (N) = 386.70'
CB
1018
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.77
INV. 12" IE (S)=386.67
INV. 12" IE (N)=386.68 (TO BE REMOVED)
PROP. 12" HDPE (N), INV.=386.68
CB
1019
EXISTING STORM SEWER CLEANOUT (TO BE REMOVED)
RIM=UNKNOWN
CO
1020
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=392.56
INV. 15" IE (S) = 382.21
SAN
2000
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=395.82
INV. 12" IE (S) = 379.45
SAN
2001
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=391.02
INV. 12" IE (AT CENTER) = 383.72
SAN
2002
EXISTING SAN SEWER CLEANOUT (TO BE ADJUSTED TO
GRADE)
PROPOSED RIM = 390.90
PROP. 8" PVC (NW), INV. 387.57
INV.=387.57
SCO
2003
EXISTING SAN SEWER CLEANOUT (TO BE REMOVED)SCO
2004
323.22'
BM #1
BM #2
1932.07'
DEMOLITION KEYNOTES
1
2
3
EXISTING LANDSCAPING (INCLUDING BUSHES, TREES, ETC.) TO BE REMOVED.
EXISTING CURB AND GUTTER TO BE REMOVED.
DEMOLITION NOTE:
ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS UTILITIES,
PAVEMENT, CURB, LANDSCAPING, ETC. SHALL REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE, OR ARE
REQUIRED TO BE MODIFIED OR REMOVED FOR THE INSTALLATION OF
PROPOSED IMPROVEMENTS. ALL DISTURBED FEATURES SHALL BE RESTORED
OR RELOCATED AS REQUIRED TO THE SATISFACTION OF THE OWNER OR THE
CITY WHERE APPLICABLE. CONTRACTOR SHALL REPAIR/REPLACE ANY
SURROUNDING FEATURES DAMAGED AS A RESULT OF CONSTRUCTION
ACTIVITIES AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE
OWNER OR CITY WHERE APPLICABLE.
EXISTING ASPHALT TO BE REMOVED AT FULL DEPTH
EXISTING CONCRETE TO BE REMOVED
##L.F.±DENOTES LIMITS OF SAWCUT
LEGEND
#DEMOLITION KEYNOTE
(SEE SHEET C-001 FOR GENERAL LEGEND)
Know what's below
Call before you dig.
BENCHMARKS:
BASIS OF BEARING NAVD88.
BENCHMARK #1 - NORTHWEST CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
BRASS PIN IN CONCRETE IN MONUMENT CASE. CITY OF RENTON MONUMENT #1503.
N=181067.883
E=1311396.674
ELEVATION=401.02'
BENCHMARK #2 - 2.25" BRASS CAP WITH "+". CITY OF RENTON MONUMENT #1851
N=180978.623
E=1313999.610
ELEVATION=398.55'
BENCHMARK #3 - ON-SITE TEMPORARY BENCHMARK. "X" ON SOUTHEAST HEADBOLT ON FIRE
HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20'.
CB
1002ST
1001
CB
1007
CB
1008
CB
1010
CB
1009
CB
1019
CB
1006
CB
1013
CB
1018
SAN
2002
SAN
2001
SAN
2000
ST
1015
CB
1014
ST
1016
CB
1017
ST
1004
CB
1005
CB
1003
CB
1011
CB
1012
ST
1000
7
1
1
1
1
3
EXISTING FIRE HYDRANT TO BE REMOVED. EXISTING HYDRANT SHALL REMAIN IN SERVICE DURING
CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL THE NEW HYDRANT HAS BEEN INSTALLED AND IS
FULLY FUNCTIONING. EXISTING LINE SHALL BE REMOVED AND CAPPED AT THE MAIN BY CITY FORCES.
SEE SITE PLAN FOR LOCATION OF NEW FIRE HYDRANT.
CO
1020
SCO
2004
SCO
2003
EXISTING WOOD CHIP TRAIL TO REMAIN AND BE
PROTECTED THROUGH OUT CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING ASPHALT TO REMAIN AND BE
PROTECTED THROUGH OUT CONSTRUCTION
EXISTING CONCRETE TO REMAIN AND BE
PROTECTED THROUGHOUT CONSTRUCTION
2
22
6 EXISTING RETAINING WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION.
4 EXISTING CATCH BASIN AND ASSOCIATED PIPES TO BE REMOVED.
4
5 EXISTING WALK TO BE REMOVED. CONTRACTOR TO OBTAIN WORK AGREEMENT FOR SIDEWALK
REMOVAL.
5
6
7 EXISTING CURB/CURB AND GUTTER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION.
7
7
7
77
TO THE NEAREST FULL JOINT
1
1
1
NOTES:
1. CONTRACTOR SHALL RECONFIRM WITH LOCAL WATER SERVICE
PROVIDER TO IDENTIFY NON-USED CONNECTIONS, VALVES, METERS AND
ASSOCIATED. IDENTIFIED WATER ITEMS, BY WATER PROVIDER, SHALL BE
REMOVED AND CAPPED AT THE MAIN BY CITY FORCES AT THE
CONTRACTORS EXPENSE.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO CONSTRUCTION.
3. CONTRACTOR SHALL SEAL WATERTIGHT ALL ORIFICES CAUSED BY THE
REMOVAL OF PIPES FROM EXISTING DRAINAGE STRUCTURES.
WATERTIGHT SEAL SHALL BE ABLE TO PERMANENTLY WITHSTAND
PRESSURES CAUSED BY SURROUNDING SOILS.
4. ALL WALK REMOVAL AND REPLACEMENTS SHALL BE TO THE NEAREST
FULL PANEL JOINT.
5. EXISTING CONDUIT THAT IS EXPOSED AT THE SURFACE SHALL BE CUT
AND CAPPED BELOW GRADE.
8
8 73 L.F. OF EXISTING 12" PIPE TO BE REMOVED.
9 EXISTING CLEANOUT AND ASSOCIATED PIPES TO BE REMOVED.
9
10
10 28 L.F. OF EXISTING 6" PIPE TO BE REMOVED.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DEMOLITION PLAN11TACO BELLTACO BELL4
4
11
11 47 L.F. OF EXISTING 12" PIPE TO BE REMOVED.
12 70 L.F. OF EXISTING 12" PIPE TO BE REMOVED.
13 EXISTING 12" PIPE TO BE REMOVED.
12
13
C-101TED-40-3960R-396003
14 EXISTING WATER LINE BLOW-OFF ASSEMBLY TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION.
15 14
15 EXISTING WATER LINE BLOW-OFF ASSEMBLY TO BE RELOCATED. EXISTING WATER LINE TO BE CUT
AND REMOVED AS REQUIRED BY CITY FORCES. SEE SITE PLAN FOR PROPOSED LOCATION OF
BLOW-OFF ASSEMBLY.
16
16
16
16 EXISTING WATER VALVE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. SEE SITE
PLAN FOR ADDITIONAL INSTRUCTION.
16
17 EXISTING WATER METER TO BE REMOVED. EXISTING LINE SHALL BE REMOVED AND CAPPED AT THE
MAIN BY CITY FORCES.
17
18
18 EXISTING WATER METER TO BE REMOVED. EXISTING WATER METER SHALL REMAIN IN SERVICE
DURING CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL THE PROPOSED WATER METER HAS
BEEN INSTALLED AND IS FULLY FUNCTIONING. EXISTING LINE SHALL BE REMOVED AND CAPPED AT
THE MAIN BY CITY FORCES. SEE SITE PLAN FOR LOCATION OF NEW WATER METER.
9 19
19 8 L.F. OF EXISTING 6" PIPE TO BE REMOVED.
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS
1
1
1
1
1
1
1
1
1
1
HORIZONTAL COORDINATES:
HORIZONTAL COORDINATE #1
DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN)
N=181004.355
E=1311793.606
HORIZONTAL COORDINATE #2
DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN)
N=180849.447
E=1311837.886
1
ISSUED FOR BID 10/17/17
10/16/17
R/WR/WR/WR/WR/WR/WR/W
P/LP/L P/L P/LP/
LP/
LP/LP/LR/W
st
w
sn
w w
wwwww
ww
w
ww
w
J J J J
J
J
J
JJ
JJ
J
J
stst
sn
sn
sn
w
t
t
w
g g g
st
st
st
C
w
NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)
w
VASHON CT NEVASHON CT NEww
P/L
P/LP/LP/LP/LP/L
P/L STOPDRIVE-THRUR/WR/WR/WR/WR/Wco
g
DO
N
O
T
E
N
T
E
R
P/LEXISTING STREAMYIELDw
w
w
w
LEGEND
24' EMERGENCY ACCESS EASEMENT (#20160401000322)
PUBLIC ACCESS TRAIL EASEMENT (#20160401000322)
5' DRAINAGE EASEMENT (20160401000323)
10' UTILITY EASEMENT (20160401000323)
Know what's below
Call before you dig.
2' UTILITY EASEMENT (20000418000708)
10' GAS AND ELECTRIC EASEMENT (20150410000315)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
EASEMENT PLAN11TACO BELLTACO BELLC-110TED-40-3960R-396004
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17
10/16/17
R/WR/WR/WR/WR/WR/WR/W
P/LP/L P/L P/LP/
LP/
LP/LP/LR/W
st
w
sn
w w
wwwww
ww
w
ww
w
J J J J
J
J
J
JJ
JJ
J
J
stst
sn
sn
sn
w
t
t
w
g g g
st
st
st
C
w
NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)
w
VASHON CT NEVASHON CT NEww
P/L
P/LP/LP/LP/LP/L
P/L
2 136547
1
11 STOPDRIVE-THRU18
10 R/WR/WR/WR/WR/W15' MAXIMUM
BUILDING
SETBACK
15' MINIMUM SETBACK ANDLANDSCAPE SETBACK20' MAXIMUM BUILDING SETBACKAND LANDSCAPE SETBACKco
g
DO
N
O
T
E
N
T
E
R
EX. WALK
EX. WALK10.0'9.0'
8.5'20.0'16.0'12.0'
24.0'
29.7'±
26.1'24.0'24.0'11.0'
64.7'±29.0'±11.0'5.0'
12.0'65.3'35.0
'
33.
8
'
97.6'20.0'2.0'
10.0'1.5'5.0'6.4'13.3'5.0'6.0'P/L
15.2'13.5'EXISTING STREAM20.0'6.0'10.0'9.4'6.0'10' MINIMUM BUILDING
AND LANDSCAPE SETBACK
4.0'
4.0'
40.6'25.0'YIELD7.0'10.2'6 7
14.
5
'
3.0'
w
w
w
w
14156.9'8.6'
5.0'8.0'8.0'5.0'323.22'
BM #1
2 1354
12.0'5.0'20.0'5.0'12.4'12.0'6.0'5.6'20.0'
20.0'12.0'12.0'1.5'1.1'30.4'5.0'5.0'CONSTRUCTION KEYNOTES
1
PROPOSED CONCRETE PAVEMENT PER DETAIL 13, SHEET C-503.
PROPOSED LANDSCAPING AREA. SEE LANDSCAPING SHEETS.
2
5
6
7
3
9
8
16
17
14
15
10
4
11
PROPOSED DIRECTIONAL PAVEMENT MARKINGS - WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 12, SHEET C-501.
PROPOSED MONUMENT SIGN PER SIGN SUPPLIER SPECIFICATIONS.
19
20
13
12
18
PROPOSED 'DO NOT ENTER' SIGN PER SIGN VENDOR SPECIFICATIONS.
PROPOSED LIGHT POLE, SEE UTILITY PLAN.
LAND USE DATA
AREA
PROVIDED
PARKING SPACES
188
PARKING REQUIREMENTS
1 SPACE PER 75 SF OF DINING AREA
THEREFORE: 581 / 75 = 8 SPACES REQUIRED.
CURRENT ZONING: CA - COMMERCIAL ARTERIAL
AND URBAN DESIGN DISTRICT D
TOTAL ESTIMATED CONSTRUCTION COST: TBD
ESTIMATED FAIR MARKET VALUE: TBD
EXCAVATION ESTIMATE: 11,000 CUBIC FEET
PROPOSED P.C.C. CURB PER DETAIL 1, SHEET C-501.
PROPOSED CURB AT DRIVE THRU PER DETAIL 2, SHEET C-501.
PROPOSED P.C.C. FLUSH WALK PER DETAIL 3, SHEET C-501.
PROPOSED P.C.C. WALK PER DETAIL 4, SHEET C-501.
PROPOSED ADA PARKING SIGN PER DETAIL 8, SHEET C-501.
PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 6, SHEET C-501.
PROPOSED PAINTED 4" WIDE SOLID STRIPE - WHITE ON ASPHALT, YELLOW ON CONCRETE.
PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 11, SHEET C-501.
PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 2, SHEET C-505.
REQUIRED PROVIDED
NUMBER OF SPACES
PERCENTAGE
OF SITE AREA
BUILDING
PAVEMENT/IMPERVIOUS
LANDSCAPING
TOTAL 100%0.73 AC.
29%
5%
66%0.48 AC.
0.04 AC.
0.21 AC.
00
PROPOSED DRIVE THRU STACK CAR AND NUMBER
#
00
LEGEND
PROPOSED ASPHALT PAVEMENT PER DETAIL 5, SHEET C-501
CONSTRUCTION KEYNOTE
PROPOSED PARKING SPACE NUMBER
PROPOSED CONCRETE
PROPOSED CLEARANCE BAR PER DETAIL 5, SHEET C-503.
PROPOSED MENU BOARD PER DETAIL 6, SHEET C-502.
17
5
PROPOSED TRASH ENCLOSURE, SEE ARCHITECTURE PLANS.
11
6
13
4
14
(TYP.)
12
10'R80'R7'R2'
R 18'R
20
'
R
15'R5'R1
5
'
R
110'R
82'R
1.5'R
2'R8'
R
15'R
PROPOSED TACO BELL
PROPOSED CLEANOUT, SEE UTILITY PLAN.
PROPOSED RIGHT TURN ONLY SIGN PER DETAIL 6, SHEET C-504.
21
PROPOSED GREASE TRAP, SEE UTILITY PLAN.
24
PROPOSED BIKE RACK PER DETAIL 4, SHEET C-502.
3'
R
22
PROPOSED HYDRANT, SEE UTILITY PLAN.23
PROPOSED CROSSWALK PER DETAIL 15, SHEET C-501.
REQUIRED PROVIDED
PARKING SETBACKS
BUILDING SETBACKS
LANDSCAPE SETBACKS
REQUIRED PROVIDED
REQUIRED PROVIDED
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10' min.,
15' max.
0'
0'
10.00'
109.13'
119.43'
37.10'*
10'
0'
0'
10'
39.40'
29.40'
52.02'
10.00'
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10'
0'
0'
10'
15' min.,
20' max.
*DENOTES DIMENSION TAKEN FROM CANOPY
Know what's below
Call before you dig.
25
10
PROPOSED YIELD TO PEDESTRIANS SIGN PER DETAIL 2, SHEET C-504.
1
39.40'
29.40'
52.02'
10.00'
26
PROPOSED WATER VALVE, SEE UTILITY PLAN.27
PROPOSED WATER METER, SEE UTILITY PLAN.28
PROPOSED DRIVE-THRU ENTRANCE SIGN, PER SIGN VENDOR SPECIFICATIONS.
PROPOSED 2" PAVEMENT OVERLAY- WSDOT 9-03.8(2) 3/4-INCH HMA
WSDOT 9-03.8(6) 3/4-INCH AGGREGATE
1
1
1
1
1
1
1
1
1
3
4
4
6
29
10
10
10
14
(TYP.)
15
15
16
17
17
17
18
35
30
21
22
23
24
24
26
29 PROPOSED YARD DRAIN SEE UTILITY PLAN.30
31
PROPOSED CURB TAPER PER DETAIL 10, SHEET C-501.31
PROPOSED BOLLARD PER DETAIL 13, SHEET C-501.32
33
1 1
1
ENLARGEMENT A
SEE ENLARGEMENT A,
THIS SHEET
PROPOSED BOLLARD PER DETAIL 14, SHEET C-503.33
32
PROPOSED REVERSE PITCH CURB AND GUTTER, PER DETAIL 8, SHEET C-502.34
34
PROPOSED ORDER CONFIRMATION BOARD PER DETAIL 6, SHEET C-502.35
PROPOSED FLOOR DRAIN, SEE UTILITY PLAN.36
37
38
NOT USED.
NOT USED.
39 LANDSCAPING TO MATCH EXISTING ADJACENT FINISHES. SEE LANDSCAPING PLANS.
39
9
10
10
12
40 PROPOSED "COMPACT CARS ONLY" SIGN PER DETAIL 10, SHEET C-502.
40 40
40
41 PROPOSED FROST SLAB PER DETAIL 7, SHEET C-501.
41
41
42 PROPOSED SERVICE RAMP, SEE GRADING PLAN FOR PROPOSED ELEVATIONS.
42
NOTES:
1. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE TO ALL
PROPOSED DRAINAGE WAYS AND NOT POND WATER ANYWHERE ON
SITE DURING OR AFTER CONSTRUCTION.
2. TRENCHING ESTIMATE BASED ON UTILITY TRENCHING AND
BUILDING FOUNDATION.
3. HOURS AND DAYS OF OPERATION PER CONSTRUCTION MANAGER.
4. ANY SPECIAL HOURS PROPOSED FOR CONSTRUCTION OR
HAULING (I.E. WEEKENDS, LATE NIGHTS) PER CONSTRUCTION
MANAGER.
5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN IN
ACCORDANCE WITH LOCAL REQUIREMENTS.
7
1,856 SQ. FT.
41
15
43 EXISTING WATER LINE BLOW OFF ASSEMBLY TO BE ADJUSTED TO GRADE BY CITY FORCES.
44 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE BY CITY FORCES.
46
43
44
44
44
44 45 EXISTING CLEANOUT TO BE ADJUSTED TO GRADE.
45
46 PROPOSED RELOCATION OF EXISTING WATER LINE BLOW-OFF ASSEMBLY BY CITY FORCES. SEE UTILITY PLAN.
47 PROPOSED CURB OPENING PER DETAIL 16, SHEET C-501.
47
47
48
48
48 PROPOSED DECORATIVE STONE PER RAIN GARDEN DETAILS AND SPECIFICATIONS, SHEET C-506 AND LANDSCAPING PLANS.
49
49 PROPOSED RAIN GARDEN AREA. RAIN GARDEN PER DETAILS AND SPECIFICATIONS, SHEET C-506.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
SITE PLAN11TACO BELLTACO BELL(TYP. OF 3)
6
26
31
10
50 CURBED WALK PER DETAIL 2, SHEET C-502.
51 RAIN GARDEN OVERFLOW STRUCTURE,SEE SHEET C-506.
50
C-111
SCALE: 1"=10'
51
2
2 1
PROPOSED CURB RAMP
25
31
8
PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 4, SHEET C-505.4'R3'R3'
R
4'
R (TYP.)
(TYP.)TED-40-396020
R-396005
27
27
28
21
19
21
1
21
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:1
CITY OF RENTON COMMENTS
1
1 2
1
6
1
1
1
1
1
1
1
1
1
1
3'R 3'R5'RTYP.1
1
36
21
ISSUED FOR BID 10/17/17
10/16/17
R/WR/WR/WR/WR/WR/WR/WR
/W
R/W
R/WR/W
R/WR/WR/WR/WR/W GASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
P/
L
P/L P/L P/L P/L P/L P/L P/L
P/LP/
LP/
LP/
LP/
L
P
/
LP/LP/LP/LP/LP/LP/
L
w
ww
w
J J J
J
J
J
JJ
JJ
J
J
st
w
t
t
w
g g g
C
w
w
VASHON
ww
P/L
P/L
P/L P/LP/LSTOPDRIVE-THRUco
g
T=392.75
B=392.25
DO
N
O
T
E
N
T
E
R 392T=391.50
B=391.00
RIDGEFF = 392.22
FF = 392.22
RIDGE
RI
D
G
E
T=392.22
B=391.64
T=393.49±
B=393.49±
FF = 392.22
391.13
391.02
390.85
391.59±
391.00±
391.70±
392.06±
T=391.81
B=391.31
T=391.85
B=391.35
T=392.10
B=391.60
T=392.19
B=391.69
T=392.07
B=391.57
392.14
T=391.76
B=391.26
T=391.81
B=391.31
T=391.69
B=391.19
T=391.80
B=391.30
T=391.61
B=391.11
T=391.48
B=390.98
T=391.70
B=391.20390.98
390.97390.97
390.77
T=391.39
B=390.89
T=391.29
B=390.79
T=391.28
B=390.78T=391.24
B=390.74
T=391.43
B=390.93
T=391.85
B=391.35
T=391.84
B=391.34
T=392.05
B=391.55
T=391.78
B=391.28 T=393.20
B=392.70
T=391.82
B=391.32
T=392.22
B=391.72
T=393.46
B=392.96±
T=391.60
B=391.10
390.74
390.47
T=391.62
B=391.12
T=392.85
B=392.35
T=392.18
B=391.68
P/L
P/L
P/
L
390.84
T=391.61
B=391.11
390.92
392.03±392.01±
T=392.03±
B=392.53±T=392.05±
B=392.55±T/ET/
E
T/
E
T/
E
T/E
T/E
T/E
T/E
T/ET/ET=391.50
B=391.00
T=391.42
B=390.92
390.62±
390.99±
391.03±
391.00
391.67±
T=391.81
B=391.31
T=391.85
B=391.35
STSTSTSTSTSTSTST ST
RIDGET=392.22
B=391.64
T=392.22
B=391.89
T=392.22
B=391.89
T=391.42
B=390.92
T=391.65
B=391.15
T=391.40
B=390.90T=391.35
B=390.85
T=391.38
B=390.88
T=392.00
B=391.50
392.29
T=392.57
B=392.07
T=392.37
B=391.87
393.57±
T=392.03
B=392.03
391
390
392393392
391RIDGET=391.31
B=391.31
T=392.27
B=391.77
T=392.44
B=391.94
T=392.01
B=392.01T=392.00
B=391.50YIELDT=391.90
B=391.40T=391.62
B=391.20
T=392.14
B=391.64
T=392.22
B=391.72
T=391.81
B=391.31
T=392.13
B=391.63
T=392.12
B=392.12
T=391.94
B=391.44
T=392.12
B=391.70
T=391.63
B=391.63
392.07
T=392.05
B=391.55
392.05
392.05392.15
391.58±391.52±
392.10392.02392.02
392.15
391.38392
392392.16
391391392391393 394392
391
393
392
39
2
391.45±
391.17±
390.85±
391.22±
391.47±
T=392.07
B=392.07
T=392.12
B=391.70
T=392.10
B=392.10
T=392.09
B=391.67
T=391.96
B=391.46
T=391.75
B=391.25
T=391.84
B=391.34
T=391.70
B=391.20
T=391.66
B=391.16
T=391.58
B=391.08
T=391.08
B=391.08
T=391.58
B=391.08
T=391.95±*
B=391.45±*
w
w
w
w
T=392.84
B=391.34
T=392.00
B=391.50
T=392.10
B=391.60
T=392.84
B=391.34
T=392.00
B=391.50
T=392.78
B=391.28
390.90
392.05
391.51
391.80
392.05
392.19
392.18
391.90
T=392.06
B=391.56
393.53
T=393.27
B=392.77
T=393.46
B=392.96
T=393.10
B=392.60 393.20
393.15
392.88T=392.81
B=392.31
GASGASGASGASGASGASGASGASGASGAS
391.42
Know what's below
Call before you dig.
000
LEGEND
PROPOSED ELEVATION @ FINISHED GROUND
ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION
000.00
000.0±
0.0%
000.00±
T=000.00
B=000.00
(SEE SHEET C-001 FOR GENERAL LEGEND)
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
MATCH EXISTING ELEVATION
PROPOSED DRAINAGE SLOPE & DIRECTION
0.5%0.6%
1.6%2.4%
1.1%
2.
6%
1.6
%
1.5%1.3%3.1%1.6%1.5%
1.6%
1.3%
1.0%
1.0
%
1
.
0%
2.3%1.5%0.7%1.0%1.8%ADA ACCESSIBLE ROUTE
NOTE:
ALL EXISTING CASTINGS TO
REMAIN SHALL BE ADJUSTED TO
PROPOSED FINISHED GRADE.
1.5
%1.3%
OVERFLOW ELEVATION=390.38
TOP OF SOIL ELEVATION=389.38
1
.
7%1.7%CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
GRADING PLAN11TACO BELL1.4%
1.7%
1.2%0.5%
1.2%
2.3%
1.
3%
1.3%1.0%C-121
PROPOSED SWALE
1.8%
1.8%
3
:1
3:1
TACO BELL1.5%1.4%TED-40-39601.3%5.6%
R-396006
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS13:13:1
OVERFLOW STRUCTURE
RIM=390.38
ISSUED FOR BID 10/17/17
10/16/17
Storm Water Pollution Prevention Plan Narrative
Project Description
This site was previously home to an unfinished development. Existing land surface conditions included pavement,
gravel, wood chips and vegetation. The existing development provided utility connections on the southeast portion of
the lot. The existing site has existing catch basins and pipe network installed which drain to the apartment
development located to the south of the lot, as well as an existing emergency vehicle entrance which is to be utilized
in the proposed Taco Bell.
The project is located in the Commercial Arterial (CA) zoning district, with surrounding properties also falling within
the CA zoned district. The additions to the lot include, but are not limited to, a new Taco Bell building, dumpster
enclosure, and parking lot for Taco Bell customers and employees. The proposed building will be ADA accessible
from both the parking lot and existing right of way. Necessary signage will be provided throughout the site to provide
proper instructions for both vehicle and pedestrian traffic.
Project Completion Statistics
Parcel Size (after lot split):0.73 acres
Total Disturbed Area: approx. 0.51 acres
Existing land use for the site is Terminated Development.
Estimated pre-construction impervious area:0.57 acres
Estimated pre-construction impervious percent: 78%
Pre-construction run-off coefficient: 0.74
Proposed land use will be apartment building with parking lot and amenity improvements
Estimated post-construction impervious area:0.50 acres
Estimated post-construction impervious percent:68%
Post-construction run-off coefficient: 0.70
Project Location:
Latitude Longitude
47.488284° -122.162129°
Existing Site Soil Types:
AgC: Alderwood gravelly sandy loam, 8 to 15 percent slopes.
Reference: usda national resources conservation service web soil survey.
Wetland Information:
There are no wetlands on this site, but an existing wetland is located approximately 25' to the west of the project site.
First And Subsequent Receiving Stream:
Initial receiving water is an unnamed tributary and the subsequent receiving water is the Cedar River.
Control Rational And Description
The existing site drains south to a previously approved and constructed water quality/detention pond. The proposed
drainage improvements on the site will consist of a rain garden, yard inlet, and existing catch basins throughout the
site to capture storm water. Stormwater routed to the rain garden will be treated and conveyed north to an existing
catch basin. The remaining stormwater will be captured on site by the yard inlet and existing catch basins and routed
south to a previously approved and constructed water quality/detention pond.
Owner Contact:
Taco Bell Corp.
Steve Pulcheon
1 Glen Bell Way, MD #534
Irvine, CA 92618
949.863.3864
Anticipated Timing:
Construction Begin:TBD
Construction Complete:TBD
Contractor: T.B.D._________________________
Contact: _________________________
Phone Number: _________________________
Contractor shall maintain a construction log documenting all grading and stabilization activities.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
SWPP PLAN NOTES11TACO BELLC-131
TACO BELLTED-40-3960Erosion Control Notes
1.Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton, public works
design engineer.
2.The boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plans shall be clearly flagged by survey
tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during
construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be
maintained by the applicant/ESC supervisor for the duration of construction.
3.Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project.
Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept
clean and track out to road tight of way does not occur for the duration of the project.
4.All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to
prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be
maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has
passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility
of the permitee.
5.The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated
site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion
and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of
construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the
activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and
water quality of the receiving drainage system.
6.Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor
location of pipes, restrictors, channels, or retention facilities.
7.Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st
through March 30th) or seven days during the dry season (April 1st through September 30th) shall be immediately stabilized with
approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.)
8.Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1st and March
30th inclusive, unless otherwise approved by the City through an adjustment process.
9.Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual.
10.Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days.
11.The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm
event.
12.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.
13.During the time period of October 1st through March 30th, all project disturbed soil areas greater, that are to be left unworked for more
than 12 hours, shall be covered by mulch, sodding or plastic covering.
14.Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control
measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the
temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility.
15. Prior to the beginning of the wet season (October 1st), all disturbed areas shall be reviewed to identify which ones can be seeded in
preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of
those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review.
Surface Water Notes
1.Before any construction or development activity occurs, a pre-constructin meeting must be held between the City of Renton plan review
section and the applicant.
2.All design and construction shall be in accordance with the Renton Municipal Code (RMC), the lateste edition of the Standard
Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as
amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil
engineer to correct any error, omission or variation from the above requirements found in this plans. All corrections shall be at no
additional cost to the city.
3.Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water
conveyance, sewer conveyance, gas, electrical. etc.). The surface water drainage system shall be constructed according to the approved
plans, which are on file in with the city. Any deviation from the approved plans will require written approval from the City of Renton Public
Works Department, Surface Water Utility Section.
4.A copy of these approved plans must be on the job site whenever construction is in progress.
5.Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed,
unless otherwise approved with a written decision by the City of Renton.
6.It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off-site work.
Easements require city review and approval prior to construction.
7.Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of
plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton.
8.Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are notes on the plans.
9.Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval.
10.All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor.
11.Open cutting of existing roadways for non-franchised utility or storm drainage work is not allowed unless specifically approved by the City
of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration
standards.
12.All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily
maintained until construction is completed and the potential for on-site erosion has passed.
13.All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise
approved by the Public Works Department, Surface Water Utility Station.
14.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard
Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation
material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be
supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C" with the exception of PVC pipe.
15.Steel pipe shall be aluminize, or galvanized with asphalt treatment #1 or better inside and outside.
16.All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a
permanent retention/detention facility shall have solid locking lids.
17.Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setback Lines.
18.All catch basin grates shall be depressed 0.10 feet below pavement level.
19.All driveway culverts located within City of Renton right-of-way shall be sufficient length to provide a minimum 3:1 slope from the edge of
driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed
to a depth of one (1) foot and must meet the following specifications:
4-8 inch rock / 40%-70% passing;
2-4 inch rock / 30%-40% passing; and
less than 2 inch rock / 10%-20% passing
20.All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or
Surface Water Utility Section. An accurately dimensioned, certified as-built drawing of this drainage system will be submitted to the City
upon completion.
21.Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub-outs
shall conform to the following:
21.a.Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains,
driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each
outlet shall have free-flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location.
21.b.Outlets on each lot shall be located with a five-foot-high, 2" x 4" stake marked "storm" or "drain". The stub-out shall extend above
surface level, be visible, and be secured to the stake.
21.c.Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if
non-metallic, the pipe shall be placed in a trench with a tracing wire above or other acceptable detection.
21.d.Private drainage easements are required for drainage systems designed to convey flows through individual lots.
21.e.The applicant/contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to other utilities
(e.g. power, gas, telephone, television).
21.f.All individual stub-outs shall be privately owned and maintained by the lot home owner.
21.g.Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl
spaces, provided the sump pump system includes backflow prevention or a check valve.
22.All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The
existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to
maintain the moisture capacity.
23.Proof of liability insurance shall be submitted to the City prior to construction permit issuance.
24.Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or
liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper
functioning and maintenance of the system provided during construction.
25.The contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other
needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any
work within the traveled right-of0way that may interrupt normal traffic flow shall require a traffic control plan approved by the Public Works
Department, Transportation System Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply.
26.Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual
and Aquifer Protectin Regulations (RMC 4-3-050).
Construction Sequence
During preconstruction meeting all erosion & sediment control facilities & procedures shall be discussed.
1.Install construction entrance as detailed on plans. Temporary construction fencing shall be installed around perimeter of construction site.
Where there is existing fence along the perimeter of the site, it can be utilized. Fencing shall be used to restrict outside traffic to site.
2.Deliver construction trailer to site and install temporary power and telephone, if required. Temporary utility services are the sole
responsibility of the contractor.
3.Stake and/or flag limits of clearing.
4.Clearing & grubbing, as necessary, for installation of perimeter controls. Install silt perimeter controls as shown on plans. Silt perimeter
controls shall be installed level, along the contours, with ends turned upslope to prevent concentrated flow at the silt perimeter controls.
5.Install temporary silt inlet protection on all existing catch basins and inlets, as designated in the plans. Removal of silt inlet protection
from designated inlets can only occur when a structure is removed, and as required by the progression of the demolition and construction.
6.Clearing & grubbing, as necessary, for installation of temporary sediment trap/basin. Install temporary sediment trap/basin, if required, as
detailed in the plans. Construct and maintain temporary diversion swale and / or diversion berm during filling & grading activities.
7.Clearing & grubbing the remaining site as necessary. Topsoil shall be stripped and stockpiled on site for reuse, or removed to an
approved offsite spoil area.
8.Begin filling & grading as required to reach subgrade.
9.Utilize dust control measures as required to minimize air-borne pollution by methods approved by the authorizing EPA office.
10.Once pavement grades have been established, as designated on the plans, the contractor shall utilize these areas for structure
construction.
11.In proposed grass areas, replace topsoil, fine grade and seed, as required. Stabilize all disturbed areas with permanent seed and
mulching or temporary seeding immediately upon reaching final grade.
12.Construct underground utility work including storm drainage facilities. Upon installation of storm drainage catch basins, yard drains and
inlets, install required inlet protection.
13.Do not replace any topsoil, seed or install final pavement prior to completion of building shell. Should sitework be completed prior to this
date, mulch disturbed areas to be planted and install stone subbase in disturbed areas to be paved.
14.Following completion of building shell and pavement installation. Begin landscape installation.
15.Complete sitework, pavement markings and final clean-up. Reseed any areas that may require attention immediately. Note that lawn
areas will not be deemed stable until a minimum 80% vegetative density has been achieved.
16.Maintain erosion & sedimentation control measures until the site has been completely stabilized. All areas of vegetative surface, whether
permanent or temporary, shall be considered to be in place and functional when the required uniform rate of coverage (80%) is obtained.
17.Remove sediment controls.
18.The following items must be completed in order by the contractor, once the site has been deemed stable:
a) remove construction entrance prior to completion of paving
b) site clean up
c) reseed any areas that require additional seed
d) silt fence should be cleaned, removed, backfilled and seeded with permanent seeding.
e)verify positive drainage flow in all drainage structures, repair as necessary.
Water Plan Notes
1.All work and materials shall be in accordance with the latest edition of the City of Renton Public Works Standard Specifications and Special
Provisions and WSDOT/APWA Standard Specifications, latest edition as amended by The City of Renton. A set of city approved plans
shall be kept at the job site whenever construction is in progress. A pre-construction conference shall be held prior to the start of
construction. The contractor and or developer shall be responsible for securing all necessary permits prior to construction.
2.All existing utilities shall remain in service during construction unless otherwise noted. The contractor shall call 1-800-424-5555 to verify
utility locations before beginning excavation.
3.All materials used for the construction of water system improvements shall be new and undamaged, and "catalog cuts" for all materials
shall be approved in writing by the City of Renton prior to bringing any materials on-site.
4.All water main pipe materials shall be cement lined ductile iron pipe, thickness class 52 per AWWA C 151 and C 104. Pipe joints shall be
push-on or mechanical joint. Cast iron or ductile iron pipe fittings shall be class 250 as per ANSI/AWWA C110/A21.10-82. All ductile iron
pipe and fittings shall be wrapped with 8-mil black, tube-type, polyethylene plastic per AWWA standards.
5.Minimum cover from top of water mains to finished grade shall be 36 inches for pipe diameter of 10-inch of less and 48 inches for pipe
diameter of 12-inch and larger. Maximum cover for all water mains shall be 60 inches. Any deviations must be approved by the City of
Renton prior to construction. Where utility conflicts occur the profile of the water main shall be adjusted as necessary to clear conflicts and
to provide minimum cover. Pipe deflection shall not exceed one-half of pipe manufacturer's specifications for size of pipe used. All trench
backfill shall be compacted to 95 percent maximum dry density as determined by the modified proctor test method (MDD) in roadways,
roadway shoulders, roadway prism and driveways, and 85 percent MDD in unpaved areas. All pipe zone compaction shall be 95 MDD.
6.Concrete blocking for water mains shall be designed, installed and poured in place in accordance with City of Renton standard details and
specifications and shall be installed at all vertical and horizontal bends, fittings and base of hydrants. Mega-lugs (or similar product) may
be required on all mechanical joints in addition to concrete blocking.
7.All new water main pipes and fittings shall have a foam pipe pig run through them prior to being flushed, disinfected, and tested. Cleaning,
pressure and purity testing shall be done in the presence of and under the supervision of a City of Renton utility inspector. The contractor
shall supply, install and remove plugs, corporation stops, blow-off assemblies, and thrust restraint/blocking for testing and purity
acceptance. No connection shall be made between the new main or between the new wet-tap valve on an existing main until the new
piping has been foam-pigged, disinfected, flushed, and passed both pressure and purity testing.
8.New water mains including service laterals shall be tested at a static pressure of 150 psi above working pressure with a minimum of 225
psi test pressure for 120 minutes with a maximum of 5 psi pressure drop during the entire test period. Upon satisfactory completion of the
pressure test, the line shall be disinfected, flushed, and then water samples shall be taken for purity testing by the public works inspector.
9.The contractor shall notify the City of Renton Water Utility and Maintenance departments at least 10 working days prior to making
connections to the existing water system. The contractor shall expose the existing water main and fittings at the connection point before
ordering the necessary adaptors and fittings required for the final connection. The contractor shall excavate, remove all surface materials,
and provide shoring and all materials required for the City of Renton to perform the connection to the existing water system. The contractor
shall provide and install backfill, concrete blocking, and complete surface restoration.
Sanitary Sewer Notes and Specifications
1.All work and work material shall be in accordance with the standards and specifications of the City of Renton Planning/Building/Public
Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction.
2.The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the
Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public
right of way.
3.All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location
so as to avoid damage or disturbance.
4.A pre-construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's
responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City
of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction.
5.Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the
construction site.
6.It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction.
7.Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
8.A copy of these approved plans must be on the job site whenever construction is in progress.
9.The contractor shall provide the City of Renton with an as-built drawing of the sanitary sewer system, which has been stamped and signed
by a licensed professional engineer or licensed professional surveyor.
10.Backfill shall be placed equally on both sides of the pipe in layers with loose average depth of 6 inches, maximum depth of 8 inches,
thoroughly tamping each later to 95 percent maximum density. These compacted layers must extend for one pipe diameter on each side of
the pipe or to the site of the trench. Materials to complete the fill over pipe shall be the same as described.
11.Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted
unless otherwise approved by the City of Renton.
12.Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum
19831991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on
the plans.
13.All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site
erosion after the completion of construction.
14.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City
of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications. This shall
include necessary leveling of the trench bottom or the top of the foundation material, to uniform grade so that the entire length of the pipe
will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe.
15.Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise
approved by the Wastewater Utility.
16.In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or mush have minimum 2'
diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving.
R-396007
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
ISSUED FOR BID 10/17/17
10/16/17
R/WR/WR/WR/WR/WR/WR/W
E E E
E
E
EP/LEEEEEP/L P/L P/LP/
LP/
LP/LP/LR/W
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NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)
w
VASHON CT NEVASHON CT NEww
P/L
P/LP/LP/LP/LP/L
P/L
2 136547
STOPDRIVE-THRUR/WR/WR/WR/WR/WcoSFSFSFSF
SFSF
S
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SF
SF
SF
SF
SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFg
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GASGASGASGAS
Know what's below
Call before you dig.
SF
LEGEND
(SEE SHEET C-001 FOR GENERAL LEGEND)
PROPOSED SILT BARRIER
REFER TO SWPP DETAILS
PROPOSED SILT FENCE
REFER TO SWPP DETAILS
PROPOSED CONSTRUCTION ENTRANCE
REFER TO SWPP DETAILS
PROPOSED CONCRETE WASHOUT FACILITY
REFER TO SWPP DETAILS
PROPOSED COMPOST FILTER SOCK
PROPOSED CLEARING LIMITS
NOTE: CONTRACTOR SHALL PROTECT INTEGRITY OF
EXISTING ASPHALT BASE AND SHALL PROVIDE BASE
REPAIRS AS REQUIRED AND DIRECTED BY CONSTRUCTION
MANAGER PRIOR TO SURFACE PAVING
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
SWPP PLAN11TACO BELLC-132
TACO BELLTED-40-3960R-396008
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17
10/16/17
- CONDITIONS OF USE:
1. On disturbed areas that require cover measures for less than 30 days.
2. As a cover for seed during the wet season and during the hot summer months.
3. During the wet season on slopes steeper than 3H:1V with more than 10 feet of vertical relief.
- MAINTENANCE STANDARDS:
1. The thickness of the cover must be maintained.
2. Any areas that experience erosion shall be remulched and/or protected with a net or blanket. If the
erosion problem is drainage related, then the drainage problem shall be assessed and alternate drainage such
as interceptor swales may be needed to fix the problem and the eroded area remulched.
- FOR MULCH MATERIALS, APPLICATION RATS, AND SPECIFCATIONS, SEE TABLE D.2.1.A.
-THICKNESSES MAY BE INCREASED FOR DISTURBED AREAS IN OR NEAR CRITICAL AREAS OR OTHER
AREAS HIGHLY SUSCEPTIBLE TO EROSION.
Preventative measures to minimize the wind transport of soil shall be
taken when a traffic hazard may be created or when sediment transported
by wind is likely to be deposited in water resources or adjacent properties.
Purpose: To prevent wind transport of dust from exposed soil surfaces
onto roadways, drainage ways, and surface waters.
When to Install: Dust control shall be implemented when exposed
soils are dry to the point that wind transport is possible and roadways,
drainage ways, or surface waters are likely to be impacted. Dust
control measures may consist of chemical, structural, or mechanical
methods.
Measures to Install: Water is the most common dust control (or
palliative) used in the area. When using water for dust control, the
exposed soils shall be sprayed until wet, but runoff shall not be
generated by spraying. Calcium chloride, Magnesium chloride, Lignin
derivatives, Tree Resin Emulsions, and Synthetic Polymer Emulsions
may also be used for dust control. Exposed areas shall be re-sprayed as
needed. Oil shall not be used for dust control. The following table lists
many common dust control measures. Some of the measures are not
recommended for use in King County and must have prior approval
prior to use from the DPER inspector assigned to specific projects.
DUST CONTROL
MULCHING
TEMPORARY AND PERMANENT SEEDING
Conditions of Use
1. Seeding shall be used throughout the project on disturbed areas that have reached final grade or that will remain unworked for more than 30 days.
2. Vegetation-lined channels shall be seeded. Channels that will be vegetated should be installed before major earthwork and hydroseeded or covered
with a Bonded Fiber Matrix (BFM).
3. Retention/detention ponds shall be seeded as required.
4. At the County's discretion, seeding without mulch during the dry season is allowed even though it will take more than seven days to develop an effective
cover. Mulch is, however, recommended at all times because it protects seeds from heat, moisture loss, and transport due to runoff.
5. At the beginning of the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains (see
Section D.2.4.2). Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those
areas to remain uncovered shall be submitted to the DPER inspector. The DPER inspector may require seeding of additional areas in order to protect
surface waters, adjacent properties, or drainage facilities.
6. At final site stabilization, all disturbed areas not otherwise vegetated or stabilized shall be seeded and mulched (see Section D.2.4.5).
Design and Installation Specifications
1. The best time to seed is April 1 through June 30, and September 1 through October 15. Areas may be seeded between July 1 and August 31, but irrigation
may be required in order to grow adequate cover. Areas may also be seeded during the winter months, but it may take several months to develop a dense
groundcover due to cold temperatures. The application and maintenance of mulch is critical for winter seeding.
2. To prevent seed from being washed away, confirm that all required surface water control measures have been installed.
3. The seedbed should be firm but not compacted because soils that are well compacted will not vegetate as quickly or thoroughly. Slopes steeper than
3H:1V shall be surface roughened. Roughening can be accomplished in a variety of ways, but the typical method is track walking, or driving a crawling
tractor up and down the slope, leaving cleat imprints parallel to the slope contours.
4. In general, 10-20-20 N-P-K (nitrogen-phosphorus-potassium) fertilizer may be used at a rate of 90 pounds per acre. Slow-release fertilizers are preferred
because they are more efficient and have fewer environmental impacts. It is recommended that areas being seeded for final landscaping conduct soil tests
to determine the exact type and quantity of fertilizer needed. This will prevent the over- application of fertilizer. Disturbed areas within 200 feet of water
bodies and wetlands must use slow- release low-phosphorus fertilizer (typical proportions 3-1-2 N-P-K).
5. The following requirements apply to mulching:
a. Mulch is always required for seeding slopes greater than 3H:1V (see Section D.2.1.2.2).
b. If seeding during the wet season, mulch is required.
c. The use of mulch may be required during the dry season at the County's discretion if grass growth is expected to be slow, the soils are highly erodible
due to soil type or gradient, there is a water body close to the disturbed area, or significant precipitation (see Section D.2.4.2) is anticipated before the
grass will provide effective cover.
d. Mulch may be applied on top of the seed or simultaneously by hydroseeding.
6. Hydroseeding is allowed as long as tackifier is included. Hydroseeding with wood fiber mulch is adequate during the dry season. During the wet season,
the application rate shall be doubled because the mulch and tackifier used in hydroseeding break down fairly rapidly. It may be necessary in some
applications to include straw with the wood fiber, but this can be detrimental to germination.
7. Areas to be permanently landscaped shall use soil amendments. Good quality topsoil shall be tilled into the top six inches to reduce the need for fertilizer
and improve the overall soil quality. Most native soils will require the addition of four inches of well-rotted compost to be tilled into the soil to provide a
good quality topsoil. Compost used should meet specifications provided in Reference 11-C of the SWDM.
8. The seed mixes listed include recommended mixes for both temporary and permanent seeding. These mixes, with the exception of the wetland mix, shall be
applied at a rate of 120 pounds per acre. This rate may be reduced if soil amendments or slow-release fertilizers are used. Local suppliers should be
consulted for their recommendations because the appropriate mix depends on a variety of factors, including exposure, soil type, slope, and expected foot
traffic. Alternative seed mixes approved by the County may be used.
9. References refer to the current edition of the King County Washington Surface Water Design Manual.
Table D.2.1.2.B presents the standard mix for those areas where just a temporary vegetative cover is required.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
SWPP PLAN NOTES AND DETAILS11TACO BELLC-133
TACO BELLTED-40-3960STABILIZED CONSTRUCTION ENTRANCE
R-396009
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
ISSUED FOR BID 10/17/17
10/16/17
1'-0"TYP.
YARD INLET PROTECTION
NOTES:
1) INLET PROTECTION SHALL BE CONSTRUCTED EITHER BEFORE UPSLOPE LAND DISTURBANCE BEGINS OR BEFORE THE STORM
DRAIN BECOMES OPERATIONAL.
2) SILT FENCE SHALL BE GEOTEXTILE FABRIC, PER STATE'S DEPARTMENT OF TRANSPORTATION STANDARDS, AND SHOULD BE
CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS.
3) STAKES SHALL BE 1" x 2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. STAKES SHALL BE
SPACED AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART AND SECURELY DRIVEN INTO THE GROUND
(MINIMUM OF 8 INCHES). THE TOP OF THE FRAME SHALL BE AT LEAST 6 IN. BELOW ADJACENT ROADS IF PONDED WATER WOULD
POSE A SAFETY HAZARD TO TRAFFIC.
4) WIRE MESH SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT FABRIC WITH WATER FULLY IMPOUNDED AGAINST IT. IT SHALL
BE STRETCHED TIGHTLY AROUND THE FRAME AND FASTENED SECURELY TO THE FRAME.
5) THE SILT FENCE SHALL BE STAPLED WITH HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG, TO THE WOODEN STAKES,
AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL BE A
MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES (PLATE 1.08B)
6) THE GEOTEXTILE SHALL OVERLAP ACROSS ONE SIDE OF THE INLET SO THE ENDS OF THE CLOTH ARE NOT FASTENED TO THE
SAME POST.
7) A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP AROUND THE OUTSIDE PERIMETER OF
THE STAKES.
8) BACKFILL SHALL BE PLACED AROUND THE INLET IN COMPACTED 6 IN. LAYERS UNTIL THE EARTH IS EVEN WITH NOTCH
ELEVATION ON ENDS AND TOP ELEVATION ON SIDES.
9) A COMPACTED EARTH DIKE OR A CHECK DAM SHALL BE CONSTRUCTED IN THE DITCH LINE BELOW THE INLET IF THE INLET IS
NOT IN A DEPRESSION AND IF RUNOFF BYPASSING THE INLET WILL NOT FLOW TO A SETTLING POND. THE TOP OF EARTH DIKES
SHALL BE AT LEAST 6 IN. HIGHER THAN THE TOP OF THE FRAME.
MAINTENANCE:
SILT FENCE SHOULD BE INSPECTED REGULARLY AND FREQUENTLY AS WELL AS AFTER EACH RAINFALL EVENT TO INSURE THAT
THEY ARE INTACT AND THERE ARE NO GAPS AT THE FENCE-GROUND INTERFACE OR TEARS ALONG THE LENGTH OF THE FENCE.
IF GAPS OR TEARS ARE FOUND, THEY SHOULD BE REPAIRED OR THE FABRIC REPLACED IMMEDIATELY. ACCUMULATED
SEDIMENTS SHOULD BE REMOVED FROM THE FENCE BASE WHEN THE SEDIMENT REACHES ONE-THIRD TO ONE-HALF THE
HEIGHT OF THE FENCE. SEDIMENT REMOVAL SHOULD OCCUR MORE FREQUENTLY IF ACCUMULATED SEDIMENT IS CREATING
NOTICEABLE STRAIN ON THE FABRIC AND THERE IS THE POSSIBILITY OF THE FENCE FAILING FROM A SUDDEN STORM EVENT.
WHEN THE SILT FENCE IS REMOVED, THE ACCUMULATED SEDIMENT SHOULD BE REMOVED.
PLAN VIEW
STAKE FRAMING GEOTEXTILE FABRIC
REINFORCED WITH LAYER
OF WIRE MESH
SILT FENCE
RUNOFF WATER
WITH SEDIMENTFILTERED
WATERINLET
INLET
SECTION
DRAIN GRATE
FLOW
TEMPORARY DIKE IF NEEDEDFLOW
STORM INLET DRAIN PROTECTION
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
SWPP PLAN NOTES AND DETAILS11TACO BELLC-134
TACO BELLTED-40-3960SILT FENCE COMPOST FILTER SOCK
CONCRETE WASHOUT
Conditions of Use
Inspection and Maintenance
1. Inspect and verify that concrete washout BMPs are in place prior to the commencement of concrete
work.
2. During periods of concrete work, inspect daily to verify continued performance.
a. Check overall condition and performance.
b. Check remaining capacity (% full).
c. If using self-installed washout facilities, verify plastic liners are intact and sidewalls are not
damaged.
d. If using prefabricated containers, check for leaks.
3. Washout facilities shall be maintained to provide adequate holding capacity with a minimum
freeboard of 12 inches.
4. Washout facilities must be cleaned, or new facilities must be constructed and ready for use once the
washout is 75% full.
5. If the washout is nearing capacity, vacuum and dispose of the waste material in an approved manner.
a. Do not discharge liquid or slurry to waterways, storm drains or directly onto ground.
b. Do not use sanitary sewer without local approval.
c. Place a secure, non-collapsing, non-water collecting cover over the concrete washout facility prior
to predicted wet weather to prevent accumulation and overflow of precipitation.
d. Remove and dispose of hardened concrete and return the structure to a functional condition.
Concrete may be reused on-site or hauled away for disposal or recycling.
6. When you remove materials from the self-installed concrete washout, build a new structure; or, if the
previous structure is still intact, inspect for signs of weakening or damage, and make any necessary
repairs. Re-line the structure with new plastic after each cleaning
Removal of Temporary Concrete Washout Facilities
1. When temporary concrete washout facilities are no longer required for the work, the hardened concrete, slurries and liquids shall be
removed and properly disposed of.
2. Materials used to construct temporary concrete washout facilities shall be removed from the site of the work and disposed of or
recycled.
3. Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be
backfilled, repaired, and stabilized to prevent erosion.
R-396010
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
1
ISSUED FOR BID 10/17/17
10/16/17
R/WR/WR/WR/WR/WR/WR/W
SANSANST ST ST ST ST ST ST ST ST ST ST ST ST ST
STSTSTSTSTSTSTSTSTSTST
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NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)
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VASHON CT NEVASHON CT NEww
P/L
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P/L STOPDRIVE-THRUR/WR/WR/WR/WR/Wco
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GASGASGASGAS
SAN SAN SAN
S
A
N
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=391.60
INV. = UNKNOWN
PROP. 12" HDPE (SW), INV.=387.49
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=391.52
INV. 36" IE (E)=383.12
EXISTING STRUCTURES
STRUCTURE DETAILS
ST
1000
ST
1001
STRCT. ID
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.39
INV. 12" (SW)=387.49
CB
1002
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=393.35
INV. = UNKNOWN
CB
1003
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=392.70
INV. 12" IE (S)=385.50
INV. 12" IE (W)=385.90
ST
1004
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=392.56
INV. 12" IE (W)=387.58
INV. 12" IE (E)=387.56
CB
1005 INV. 8" IE (E)=388.68 (TO BE REMOVED)
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.74
INV. 12" IE (N)=387.99 (TO BE REMOVED)
INV. 12" IE (SE)=387.98
INV. 12" IE (NW)=388.01
CB
1009
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.47
INV. 12" IE (SE) = 388.17
CB
1010
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.03
INV. 12" IE (NW)=387.73
INV. 12" IE (S)=388.03
INV. 6" IE (W)=388.03
CB
1011
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.06
INV. 12" IE (N)=387.41
INV. 12" IE (S)=387.36
CB
1012
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=392.07
INV. 12" IE (N)=386.25
INV. 12" IE (S)=386.15
INV. 12" IE (E)=386.07
CB
1013
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=395.68
INV. 12" IE (S)=385.63
INV. 12" IE (W)=385.68
CB
1014
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=396.35
INV. 12" IE (N)=385.50
INV. 12" IE (E)=385.20
ST
1015
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=396.25
INV. 12" IE (N)=384.90
INV. 12" IE (W)=384.55
ST
1016
EXISTING STORM SEWER MANHOLE (TO REMAIN)
RIM=395.89
CB
1017
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=391.05
INV. 12" IE (N) = 386.70'
CB
1018
EXISTING STORM SEWER CATCH BASIN (TO REMAIN)
RIM=390.77
INV. 12" IE (S)=386.67
INV. 12" IE (N)=386.68 (TO BE REMOVED)
PROP. 12" HDPE (N), INV.=386.68
CB
1019
EXISTING STORM SEWER CLEANOUT (TO BE REMOVED)
RIM=UNKNOWN1020
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=392.56
INV. 15" IE (S) = 382.21
SAN
2000
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=395.82
INV. 12" IE (S) = 379.45
SAN
2001
EXISTING SANITARY SEWER MANHOLE (TO REMAIN)
RIM=391.02
INV. 12" IE (AT CENTER) = 383.72
SAN
2002
EXISTING SAN SEWER CLEANOUT (TO BE ADJUSTED TO
GRADE)
PROPOSED RIM = 390.90
PROP. 8" PVC (NW), INV. 387.57
INV.=387.57
SCO
2003
EXISTING SAN SEWER CLEANOUT
PROPOSED STRUCTURES
STRUCTURE DETAILSSTRCT. ID
PROPOSED YARD INLET DRAIN
(SEE DETAIL 9, SHEET C-501)
RIM=390.85
INV. 12" IE (SW)=387.85
STM
103
PROPOSED OVERFLOW CONTROL STRUCTURE
(SEE SHEET C-506)
RIM=390.38
PROP. 4" (E) INV.=387.72
PROP. 12" (NE) INV.=387.72
STM
102
UTILITY CONSTRUCTION KEYNOTES
PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. SEE BUILDING
DRAWINGS FOR EXACT LOCATION. GAS SERVICE LINE TO BE COORDINATED WITH
THE GAS COMPANY.
PROPOSED 120 L.F. GAS SERVICE CONNECTION TO BE COORDINATED WITH THE
GAS COMPANY.
PROPOSED WATER CONNECTION. COORDINATE WITH PLUMBING PLANS.
PROPOSED 1.5" SERVICE METER AND BACKFLOW PREVENTOR PER DETAIL 1 AND 6,
SHEET C-503. BACKFLOW PREVENTOR SHALL BE LOCATED AFTER THE METER.
PROPOSED 176 L.F. 1.5" (COPPER, TYPE K) WATER SERVICE LINE.
PROPOSED SANITARY CONNECTION. ELEVATION OF PIPE INVERT = 388.38
PROPOSED 2 L.F. OF 4" (PVC) SANITARY SEWER @ 1.00%
STORM
PROPOSED ELECTRIC METER PER ELECTRIC COMPANY SPECIFICATIONS. SEE
BUILDING DRAWINGS FOR EXACT LOCATION. ELECTRIC SERVICE LINE TO BE
COORDINATED WITH THE ELECTRIC COMPANY.
PROPOSED 211 LF. ELECTRIC AND TELECOMMUNICATIONS SERVICE CONNECTION
TO BE COORDINATED WITH THE UTILITY COMPANIES.
PROPOSED LIGHT POLE PER DETAIL 4, SHEET C-503. SEE ELECTRICAL DRAWINGS
FOR SPECIFICATIONS.
EXISTING ELECTRICAL TRANSFORMER. G.C. TO VERIFY EXACT LOCATION AND SIZE
WITH UTILITY ENGINEER.
SANITARY
WATER
ELECTRIC AND COMMUNICATIONS
GAS
UTILITY CROSSINGS
GENERAL CROSSING NOTES: CONTRACTOR SHALL COORDINATE ALL CROSSINGS WITH
THE UTILITY COMPANY. PRESSURIZED AND SECONDARY UTILITIES SHALL DEFLECT TO
MAINTAIN 18" CLEAR AT SANITARY OR STORM SEWER CROSSINGS.
100
200
300
400
500
501
401
402
403
301
302
303
201
101
102
103
Know what's below
Call before you dig.
LEGEND
GAS
SAN
W
ST
D.S.
PROPOSED UNDERGROUND
TELEPHONE & CABLE SERVICE
A
#
T&C
E PROPOSED UNDERGROUND
ELECTRIC SERVICE
#
(SEE SHEET C-001 FOR GENERAL LEGEND)
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED WATER SERVICE
PROPOSED GAS SERVICE
PROPOSED DOWNSPOUT
APPURTENANCES
UTILITY CONSTRUCTION KEYNOTE
CB
1002
ST
1001
CB
1010
CB
1009
CB
1019
CB
1013
CB
1018
SAN
2002
SAN
2001
SAN
2000
ST
1015
CB
1014
ST
1016
CB
1017
ST
1004
CB
1005
CB
1003
CB
1011
CB
1012
ST
1000
SCO
2003
100
PROPOSED SANITARY CONNECTION. ELEVATION OF PIPE INVERT = 388.22
202
PROPOSED 2 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00%203
204
216
PROPOSED SANITARY CLEANOUT PER DETAIL 3, SHEET C-502, AND WYE CONNECTION PER
DETAIL 9, SHEET C-502. RIM = 392.18, INV. = 388.36
PROPOSED CONNECTION TO EXISTING CLEANOUT. RIM = 390.90, INV. = 387.57.
300
302
303
400
401
402
402
402
402
403
500
501
502
PROPOSED GAS SERVICE TAP TO BE COORDINATED WITH THE GAS COMPANY.502
PROPOSED 66 L.F. OF 12" (HDPE) STORM SEWER @ 1.79%
STM
103
PROPOSED FIRE HYDRANT ASSEMBLY BY CITY FORCES PER DETAIL 3, SHEET C-503.304
304
103
NOTES:
1. CONTRACTOR SHALL PERFORM A FIELD EXPLORATION DIG
TO CONFIRM THE EXISTING SANITARY PIPE DEPTHS PRIOR TO
ORDERING MATERIALS OR START OF CONSTRUCTION.
CONTRACTOR SHALL ENSURE MINIMUM SLOPES AND
IMPROVEMENTS AGREE WITH INTENDED IMPROVEMENTS.
CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IF ANY
DISCREPANCIES OCCUR.
2. TRENCHING DETAILS PER DETAIL 5, SHEET C-505.
3. CONTRACTOR SHALL INSTALL ABS OSORB MATERIAL SOCK
INSERT IN EACH CATCH BASIN LOCATED WITHIN PROPOSED
PROJECTS PROPERTY LINES.
PROPOSED 1,000 GAL. GREASE INTERCEPTOR PER DETAIL 5, SHEET C-502.208
FF = 392.22
PROPOSED RAIN GARDEN FACILITY, SEE SHEET C-506.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
UTILITY PLAN11TACO BELL101
102
PROPOSED 29 L.F. OF 4" (PERFORATED PVC) STORM SEWER @ 0.50%
PROPOSED 16 L.F. OF 12" (HDPE) STORM SEWER @ 1.41%
ST
102
C-141
TACO BELLTED-40-3960WTR-27-3960WWP-27-3960R-396011S-396001W-396001
305
PROPOSED RELOCATION OF EXISTING WATER LINE BLOW-OFF ASSEMBLY BY CITY
FORCES PER DETAIL 2, SHEET C-503.
305
301
306
PROPOSED 1" WATER IRRIGATION LINE (COPPER, TYPE K), SEE LANDSCAPING PLANS.306
307
307 PROPOSED 1" SERVICE METER AND BACKFLOW PREVENTOR PER DETAIL 6, SHEET
C-503 AND DETAIL 13, SHEET C-504. BACKFLOW PREVENTOR SHALL BE LOCATED
AFTER THE METER.
200
201
202
203
204
205
205 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER
DETAIL 9, SHEET C-502. RIM = 392.19, INV. = 388.20
206
PROPOSED 3 L.F. OF 4" (PVC) SANITARY SEWER @ 1.00%206
207
PROPOSED 10 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00%207
208
209
209 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER
DETAIL 9, SHEET C-502. WYE FITTING SHALL BE 8" x 8" x 6". RIM = 391.80, INV. = 388.10
210
210 PROPOSED 19 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50%
211
211 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER
DETAIL 9, SHEET C-502. RIM = 391.90, INV. = 388.00
212
212 PROPOSED 7 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50%
213
213 PROPOSED SANITARY CLEANOUT PER DETAIL 3, SHEET C-502, AND WYE CONNECTION PER
DETAIL 9, SHEET C-502. WYE FITTING SHALL BE 8" x 8" x 6". RIM = 391.51, INV. = 387.96
214
214 PROPOSED 46 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50%. INV. OUT = 387.57.
215
215 PROPOSED 9 L.F. OF 6" (PVC) SANITARY SEWER @ 1.33%
216
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
1
1
1
217 15" NEENAH R-6660-DH FRAME & LID OR EQUIVALENT WITH J.R. SMITH 2250 FLOOR AREA
DRAIN (OR EQUIVALENT WITH GRIME INTERCEPTOR). RIM = 390.84, INV. = 388.54.
219
218217
218
219 PROPOSED WYE CONNECTION PER DETAIL 9, SHEET C-502. INV. = 387.77.
220
220
PROPOSED 76 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00%
PROPOSED 33 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50%
PROPOSED 24 L.F. 1.5" (COPPER, TYPE K) WATER SERVICE LINE.
308
308 PROPOSED 22 L.F. 1" (COPPER, TYPE K) WATER IRRIGATION LINE.
1
ISSUED FOR BID 10/17/17
10/16/17
1
2
3
5
8
6
9
11
12
15
16
7
1013
FINISH GRADE
PAVEMENT AS SPECIFIED
PAVEMENT DIMENSIONS REFER TO
THIS POINT
1" RADIUS BOTH SIDES6"1'-6" (MIN.)P.C.C. CURB
N.T.S.
PORTLAND CEMENT CONCRETE
SEAL JOINT
(PAVEMENT ELEVATIONS REFER
TO THIS POINT)
CURB AT DRIVE THRU
N.T.S.
4 PAVEMENT AS SPECIFIED
2
1 FACE OF BUILDING
1
1" RADIUS3 3
4
5 1/2" PRE MOLDED EXP. JNT.
CUT BACK AND PROVIDE SEALANT,
TYPICAL, AT ALL JOINTS WITH
FILLER.
VARIES 4"-7"
CONCRETE CURB
18"6 SEAL JOINT
6
2
5
* SEE GRADING PLAN FOR ANY
VARIATIONS TO EXPOSED CURB
HEIGHT.
F.F.
7 15LB BOND BREAK MATERIAL
BELOW EXP. JNT. MATERIAL
7
VARIES
KEYED NOTES
FINISH GRADE
4" THICK CONC. WALK
1.5% MAX.
ON SITE PLAN
AS NOTED
MINIMUM 4" COMPACTED
AGGREGATE BASE
NOTES:
1. CONTRACTOR SHALL INSTALL 1/2" PRE-FORMED EXPANSION JOINT MATERIAL
AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING.
6"x6" - W1.4xW1.4 W.W.F.
- CONT
P.C.C. WALK
N.T.S.
321
3
2 6" WSDOT 9-03.9(3) BASE COURSE
PARKING SLOPE AS PER PLAN
1 3" HOT MIX ASPHALT - WSDOT 9-03.8(2) 3/4 - INCH HOT MIX ASPHALT
TYPICAL PAVEMENT SECTION
N.T.S.
NOTES:
1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT
MEETS EXISTING ASPHALT INCLUDING SAW CUT JOINTS.4'-2"18" DIA. CONCRETE FOUNDATION
AROUND PIPE COLUMN 6" BELOW FROST
LINE (3 FT. MIN. BELOW FIN. GRADE).
2" X 2" GALVANIZED STEEL TUBE EXTENDED
INTO CONCRETE FILLED BOLLARD.
PROVIDE SIGN INDICATING FINE.
AMOUNT AND STYLE AS PER LOCAL
ORDINANCES. MIN 6" HT, SAME
WIDTH AS #R7-8 SIGN
PROVIDE USDOT #R7-8 SIGN
CONTAINING INTERNATIONAL
SYMBOL OF ACCESSIBILITY.
HANDICAPPED PARKING SIGN
N.T.S.
NOTES:
1.CONTRACTOR SHALL VERIFY SIGN
WITH LOCAL AND ADA
REQUIREMENTS AND
SPECIFICATIONS BEFORE
INSTALLATION. LOCAL JURISDICTION
SIGN REQUIREMENTS SHALL TAKE
PRECEDENCE OVER THIS DETAIL.
2.SIGNS SHALL BE LOCATED SO THAT
THEY CANNOT BE OBSCURED BY A
VEHICLE PARKED IN THE SPACE.
3.BOLLARD TO BE DELETED IF SIGN
POST IS OUT OF VEHICULAR PATH
OR PARKING SPACE. WHEN NOT
USING BOLLARD FOUNDATION THE
SIGN POST SHALL BE EMBEDDED
3'-6" IN A 12" DIA. CONCRETE
FOOTING 4'-0" DEEP (0.12 CU. YDS.
OF CONCRETE REQUIRED).
4.SIGN TO BE PROVIDED AT ALL
ACCESSIBLE PARKING SPACES AS
PER ADA REGULATIONS.
5.IF SIGN IS MOUNTED TO BUILDING,
THE BOTTOM OF THE VAN
ACCESSIBLE SIGN SHALL BE 5'-0"
FROM THE FINISH GRADE.FIN. GRADE6"1'-6"36" MIN.USDOT #R7-8A SIGN INDICATING "VAN
ACCESSIBLE", SAME WIDTH AS #R7-8 SIGN
BOLT SIGNS TO GALVANIZED
STEEL TUBE COLUMN
6" DIAMETER BOLLARD (PAINTED BLUE OR
PER SITE OWNER REQUIREMENTS) BOLLARD
PIPE TO BE FLUSH AGAINST FACE OF CURB
SLOPE TO DRAIN 2'-6"6'-8"3'-0" O.C.45°
4" WHITE STRIPE ON ASPHALT/
YELLOW ON CONCRETE AND
BLUE IN ADA AREAS
TRANSVERSE STRIPING
N.T.S.
DRIVE-THRU
1'
R2'-0"TYP.2'-0"
TYP.4'-0"4'-0"
2'-0"
TYP.4'-0"2'-0"TYP.24"TYP.1'-0"
TYP.
1'-0"
TYP.
NOTES:
ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE.
MARKING (STRIPING) PAINT FOR PARKING SPACES, TRAFFIC ARROWS, ADA PARKING AND SYMBOLS, ETC., PER
ASTM-P-7B-66T STANDARDS AND AS FOLLOWS:
EXISTING SURFACES WITHOUT ANY SEAL COATING: OIL BASE (ALKYD RESIN TYPE TO MEET FEDERAL SPECIFICATION
TTP-85.
NEW OR EXISTING SURFACES WITH A TOP COATING OR SEAL COATING (USUALLY WATER BASE): WATER BASE TYPE TO
MEET FEDERAL SPECIFICATION TTP-01952.
PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS RAMPS.
APPLY 2 COATS WITH STRAIGHT EDGES, YELLOW ON CONCRETE/WHITE ON ASPHALT EXCEPT WHEN MATCHING ADJACENT
OR EXISTING COLOR WHEN THE PAVING IS AN EXPANSION OR SEGMENT OF A LARGER LOT.
PAVEMENT MARKINGS & NOTES
N.T.S.
L PARKING STALLC
3 BOTTOM EDGE OF SYMBOL BOX
SHALL MATCH END OF STALL
STRIPE AT DRIVE AISLE END OF
STALL.
2
1 PAINT BACKGROUND BENJAMIN
MOORE M58 SAFETY & ZONE
MARKING LATEX M58-30 - BLUE
PAINT SYMBOL BENJAMIN MOORE M58
SAFETY & ZONE MARKING LATEX
M58-01 - WHITE 4" WIDTH
KEYED NOTES
ADA PAVEMENT SYMBOL
N.T.S.3'-0"3'-0"
1
2
32'-4"2'-0"SYMBOL WIDTHBACKGROUND WIDTHBACKGROUND WIDTH
SYMBOL WIDTH
45°18" 12" YELLOW
STRIPE
6" YELLOW
STRIPE12" 5'-0"
CROSSWALK STRIPING
N.T.S.
6"
6"
4"
6"
12" OUTLET PIPE
P.V.C. TEE
P.V.C. SDR-35
OR APPROVED EQUAL
GRADE
3000 P.S.I.
TYPICAL YARD DRAIN DETAIL
N.T.S.
CASTING TO BE NEENAH
FOUNDRY R-4030 OR
APPROVED EQUAL
15"X12"
15"
6'-0"1'-0"DRIVE
CURB AS SPECIFIED
NOSE DOWN TO
FINISH GRADE
SURFACE
CURB TAPER
N.T.S.
TYPE 1
TYPE 2
TYPICAL ELEVATION
1'-0"
PROP. PAVEMENT AND
AGGREGATE BASE AS
INDICATED ELSEWHERE
CONCRETE
FOOTER
BUILDING FOOTER
6"MIN. 6"
COMPACTED
AGGREGATE
F.F
FOUNDATIONBUILDING
BUILDINGPROPOSED
SECTION A
CURB AT DRIVE THRU AS
DETAILED ELSEWHERE
1/2" PRE-MOLDED EXP. JOINT
WITH JOINT SEALER CONT.
6" O.D., 5'
HIGH GALVANIZED
STEEL BOLLARD,
CONCRETE FILLED
NOTE:
1. PROVIDE COVER - IDEALSHIELD.
COLOR TO MATCH P7 (GRAY).
1/2" PRE-MOLDED EXP. JNT. W/ JNT.
SEALER (TYP.) @ CURB
PROPOSED BUILDING
A
PLAN VIEW
6" BOLLARD
1-12"
EXTERIOR WALL (STEP DOWN
PERIMETER WALL WHERE
OCCURS)
* VARIES, SEE
ARCHITECTURAL
DRAWINGS
1-12"
BOLLARD (IN CURB)
N.T.S.3'-0"5'-0"CONTROL JOINT
WSDOT 9-03.8(6) 3/4 - INCH AGGREGATE
SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR
MAXIMUM DRY DENSITY. MOISTURE CONTENT AT THE TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE OR BELOW OPTIMUM.
1/2"R
PCC WALK PER PROPOSED PAVEMENT PER PLAN
CAST IN PLACE CONCRETE CURB. PLACE
CONTRACTION JOINTS IN CURBING TO FORM
INCREMENTS NOT EXCEEDING 25 L.F. AND
EXPANSION JOINTS THROUGH CURBING TO
FORM INCREMENTS NOT EXCEEDING 75 L.F.CRUSHED STONE BASE
(1) #4 REINFORCING BAR OR
DOWEL ROD AT CONSTRUCTION
JOINTS ONLY
1/2" EXP. W/CAP, AND SIKAFLEX
FLOWABLE JOINT SEALER OR
APPROVED EQUAL.
NOTES:
1.REFER TO SHEET C-001 FOR CONCRETE SPECIFICATION.
2.SIDEWALK WIDTH AS SHOWN ON SHEET C-111.
FLUSH WALK
N.T.S.
INTEGRATED CONCRETE WALK 1/4" MAX6"18"4"DETAIL 4, THIS SHEET
P.C.C. CURB AS
DETAILED ELSEWHERE 4'-0"
3'-0"
FINISHED GRADE FLUSH
WITH OPENING ON BOTH
SIDES
PAVEMENT SECTION AS
DETAIL ELSEWHERE
6"6"
1" RADIUS
BOTH SIDES
CURB FOUNDATION
AS DETAILED
ELSEWHERE
P.C.C. CURB OPENING
N.T.S.
TAPERED TRANSITION
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DETAILSTACO BELL4
C-501
VARIES 4"-7"
* SEE GRADING PLAN FOR ANY
VARIATIONS TO EXPOSED CURB
HEIGHT.TACO BELL* SEE GRADING PLAN FOR ANY
VARIATIONS TO EXPOSED CURB
HEIGHT.
VARIES*TED-40-3960R-396012
13"-18"
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 3'-6" (MIN.)FROST#4 @12" O.C.
#4 @12"
FINISH GRADESLOPE
4" CONCRETE SLAB
w/6x6-W2.1xW2.1 WWF
8" COMPACTED
GRANULAR
DRAINAGE FILL
X X
4"4"
SEE PLAN
FROST WALL ON
THREE SIDES
SEE STRUCTURAL PLANS
FOR WHERE PROPOSED
FROST SLAB MEETS
BUILDING FOUNDATION
ISSUED FOR BID 10/17/17
10/16/17
6
3
5
4
7
8
9
10
ENLARGED MENU BOARD DETAIL @ STRAIGHT CURB
N.T.S.
7'-0"4'-5"1'-0"1'-6"CL
CL CL
80'-0" TO CENTER OF D/T
WINDOW
CL
CL
6" DIA. CONCRETE FILLED
30" HIGH BOLLARD. SEE
DETAIL 14, SHEET C-503
ESTIMATED POSITION OF
DRIVERS HEAD ALIGNED
WITH CENTER OF OCB
CENTER POINT OF BASE.
SEE DETAIL 5, SHEET C-504
FOR FOOTING DETAIL
5 PANEL SINGLE BRAND
MENU BOARD (91.5" WIDE)
FACE OF CURB
ORDER CONFIRMATION BOARD (OCB), WITH DRIVE
THRU HEARING IMPAIRED SIGNAGE, SEE DETAIL 4,
SHEET C-504 FOR FOOTING DETAIL. FOUNDATION
FOR HEARING IMPAIRED SIGNAGE TO BE
PROVIDED BY SIGN MANUFACTURER.
CL
2'-8"
CANOPY, SEE DETAIL 4,
SHEET C-504 FOR FOOTING
DETAIL
90°'NOTES
1.IF EXISTING OCB LOCATION IS TO BE REUSED,
CENTERLINE OF OCB FOOTING CAN BE BETWEEN 1'-10"
AND 2'-10" FROM THE FACE OF CURB.
2.CENTERLINE OF CANOPY FOOTING MUST BE WITHIN 18"
OF FACE OF CURB.
3.ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER
LOCATED AT OCB. ASUME DRIVERS LOCATION IS 24"
FROM FACE OF CURB, CENTERED ON OCB.
4.CENTER OF MB TO BE 9'-0" TO 12'-0" FROM DRIVERS
POINT OF VIEW.
DELPHI
HYPERACTIVE
TEXAS DIGITAL
1'-10"1'-1"2'-6"CL
CL
CL
ORDER POINT CANOPY
500 GALLON
750 GALLON
1000 GALLON
1200 GALLON
8'-1"
8'-2"
8'-6"
G.T. SIZE
6'-2"
DIM. "A"
4'-0"
5'-1"
5'-9"
DIM. "B"
4'-2"
MIN. TYP.
3'-0"
WHERE LOCATED IN PAVEMENT
AREAS PROVIDE 8" CONC. SLAB
OVER WITH #5 @12" OC E.W.
INSTALLATION SHALL INCLUDE VENT, SAMPLING PORT/
AS APPROVED BY LOCAL WASTEWATER JURISDICTION
MANHOLE, REINF. CONCRETE TRAFFIC LID, ETC. AS
REQUIRED PER WASTEWATER DEPARTMENT STANDARDS.
G.I. SHALL BE DESIGNED FOR H20 VEHICLE LOADS."B"6'-0"4'-9"GASKET - STANDARD.
GC SHALL INSTALL GREASE INTERCEPTOR, (G.I.)
SECTION
AND FITTINGS STANDARD
6" INLET & OUTLET PIPE
17" MIN.RISERS AS REQD.
"A"
24" HEAVY DUTY CAST
IRON FRAME & COVER
WITH "GASTIGHT"
TOP VIEW
5'-0" OR BELOW LOCAL FROST DEPTHINVERT INVERTINLETOUTLET
EXTERIOR GREASE INTERCEPTOR
N.T.S.
1500 GALLON **
* PER MANUFACTURER SPECIFICATIONS.
BIKE RACK DETAIL
N.T.S.
PRODUCT:DERO HOOP RACK HEAVY DUTY
DERO BIKE RACKS (OR APPROVED EQUAL)
WWW.DERO.COM
1-800-298-4915
CAPACITY:2 BIKES
MATERIALS:2" SCHEDULE 40 GALVANIZED STEEL PIPE (2.375" OD)
CONTRACTOR SHALL COORDINATE FINISH AND PREFERRED
INSTALLATION METHOD WITH CONSTRUCTION MANAGER.
22.
5
"35"2" SCHEDULE 40
GALVANIZED STEEL
PIPE (2.375" OD)
2.5"x6"x.25"
FOOT PAD
1/2"
45° BEND
6" DIA. CLEAN-OUT PIPE
4
THREADED CLEAN-OUT CAP3
CAP AND SEAL CONDUIT2
1
SEWER
5 WYE
6
1
2
3
4
5
6
CLEAN OUT (LAWN AREA)
N.T.S.
KEYED NOTES
6"2"
STABILIZED SUBGRADE
AS SPECIFIED6"PAVEMENT DIMENSIONS
REFER TO THIS POINT
1" RADIUS TYP.
2'-0"
2.0%
FINISH GRADE
BASE AS SPECIFIED
5/16"
PAVEMENT AS SPECIFIED
PAVEMENT ELEVATIONS
REFER TO THIS POINT
P.C.C. CURB & GUTTER (REVERSE PITCH)
N.T.S.
SEAL JOINT
1'-0 5/16"45° BEND
TO SEWERWYE
PIPE 45° BEND
PIPE
WYE CONNECTION
N.T.S.
PLAN VIEW
ONLY
COMPACT
12"18"SIGN FACE
FACE OF SIGN
LANDSCAPE PARKING STALLS
COMPACT CARS ONLY SIGN
N.T.S.
CARS
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DETAILSTACO BELLTACO BELLC-502
NOTES:
1.THE SIGN POST SHALL BE
EMBEDDED 3'-6" IN A 12" DIA.
CONCRETE FOOTING 4'-0" DEEP
(0.12 CU. YDS. OF CONCRETE
REQUIRED).
6"x6"-W1.4xW1.4 W.W.F.
1.8% MAX.
NOTES:
1. CONTRACTOR SHALL INSTALL 1/2" PRE-FORMED EXPANSION JOINT MATERIAL
AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING.6"1'-0"WIDTH AS NOTED
ON SITE PLAN
6"
MINIMUM 4" COMPACTED
AGGREGATE BASE
P.C.C. CURBED WALK
N.T.S.
PAVEMENT AS
SPECIFIED ELSEWHERE
SEAL JOINT
1" RADIUS
4" CONC. CURBED WALK
6"SEAL JOINT
1" RADIUS
6"
FINISHED GRA
D
E
TED-40-3960PROPOSED GREASE
INTERCEPTOR SIZE TO BE
UTILIZED
R-3960013
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
ISSUED FOR BID 10/17/17
2'-0"
SQUARE
CAST-IRON MONUMENT BOX,
6" DIA. CLEAN-OUT PIPE
6" (MIN.) AGGREGATE BASE
CONCRETE, MATCH PAVEMENT SPEC.
THREADED CLEAN-OUT CAP
CAP AND SEAL CONDUIT
45° BEND
SEWER
WYE
EJIW 1565 OR APPROVED EQUAL.
6
5
4
3
2
7
8
1
9
1
2
3
4
5
7
8
9
6
CLEAN OUT (PAVEMENT AREA)
N.T.S.1'-2"MINKEYED NOTES
10/16/17
6
3
5
13
4
146"4"21
2
1
TYPICAL CONCRETE PAVEMENT SECTION
N.T.S.
NOTES:
1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT.
2.SEE SITE PLAN FOR CONCRETE PAVEMENT LOCATIONS.
PROPOSED CONCRETE TO BE 6" 4000 P.S.I. P.C.C. AIR ENTRAINED IN
ACCORDANCE WITH WSDOT SPECIFICATIONS FOR EXTERIOR CONCRETE
PAVEMENT W/ W.W.F. 6" x 6"-W2.9 x W2.9 (CONTROL JTS. 12'-0" O.C.)
4" CRUSHED AGGREGATE BASE (WSDOT 9-03.9(3) BASE COURSE)
MIN. 2" COVER
OVER ALL REINFORCING
PORTAL PLACEMENT DETAIL
N.T.S.2'-014"1'0"CL
CL
FACE OF CURB
EVOLUTION PORTAL, SEE DETAIL
4, SHEET C-504 FOR FOOTING
DETAIL
2'-2"
CL
RIGHT ISO VIEW
BOLLARD, SEE DETAIL
14, THIS SHEET.
BOLLARD DETAIL
N.T.S.
6" Ø STEEL POST FILLED
WITH CONCRETE
12"Ø CONCRETE
FOOTING
6" WIDE x 24" DEEP
CONCRETE CURB
SURFACE OF DRIVE
THRU LANE FINISH SURFACE
CL2'-6"6"3'-0"3"1'-0"
SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR
MAXIMUM DRY DENSITY. MOISTURE CONTENT AT THE TIME OF PLACEMENT
SHALL NOT EXCEED 2% ABOVE OR BELOW OPTIMUM.
3
3
LIGHT POLE FOUNDATION SCHEDULE
·
·
·
·
·
·
·
2
1
SECTION VIEW
KEY NOTES -
PLAN VIEW
3
5
4
6
7
8
9
10
11
13
14
12
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DETAILSTACO BELLTACO BELL2
C-503TED-40-3960R-396014
1
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
ISSUED FOR BID 10/17/17
10/16/17
5
13
412"1/2"Ø RIGID CONDUIT TO
POWER SUPPLY
(FOR CANOPY ONLY)
1" Ø ANCHOR BOLTS
MIN. EMBEDMENT 24"
#6 REBAR W/ #3
REBAR TIES (TYP.)
18Ø x 60" or 72" DEEP
FOUNDATION (@ 0.33 CU.
YD. CONCRETE)
2'-0"
1'-0"5'-0" PORTAL DEPTH6'-0" CANOPY DEPTH10"10"7"7"1"T.O. FOOTING TO BE 1"
BELOW GRADE.
GRADE
CL
EVOLUTION FOUNDATION DETAIL
N.T.S.
10"x10" x 1-1/4" THICK
STEEL PLATE
5"x5"x1/4" THICK
STEEL TUBE
1-1/4"Ø HOLE FOR
1"Ø ANCHOR BOLT
11"11"7"7"11"x11"x1 14" THICK
STEEL PLATE
4"x4"x14" THICK
STEEL TUBE
1 14"Ø HOLE FOR
1"Ø ANCHOR BOLT
MENU BOARD FOOTING DETAIL
N.T.S.
MENU/PREVIEW BOARD BARS
NOTE:
ALL CONDUIT TO BE MIN. 12" BELOW
GRADE OT LOCAL FROST DEPTH AND
PROJECT 3" ABOVE FOUNDATION
(4) #5 BARS VERT. W/ (4) #3
TIES @ 12" O.C.
(3) #3 TIES @ 2" O.C.
GRADE
ANCHOR BOLTS: (4) 12" DIA.
@ DIRECTIONAL SIGNS (4)
34" DIA. @ MENU BOARD
FULL THREAD
CONDUIT. SEE SCHEDULE
FOR REQUIREMENTS
NOTE:
BOLT PATTERN PROVIDED AS
EXAMPLE - OBTAIN ANCHOR BOLT
TEMPLATE FROM SUPPLIER
DIRECTIONAL SIGN BARS
MENU/PREVIEW BOARD FOUNDATION
DIRECTIONAL SIGN FOUNDATION
MENU/PREVIEW BOARD
DIRECTIONAL SIGN
ORDER CONF. BOARD BARS
ORDER CONF. BOARD FOUNDATION
CONDUIT SCHEDULE
DEVICE POWER DATA
DIRECTIONAL (1) 3/4"-
OCB (1) 3/4"(3) 1"
MENU BOARD (1) 3/4"
MENU/PREVIEW BOARD
DIRECTIONAL SIGN
T.O. FOOTING TO BE 1"
BELOW GRADE
15
1
STANDARD
R1-5a SIGN
STANDARD
R1-5a SIGN
ON COMING
TRAFFICCROSSWALK
YIELD TO PEDESTRIANS SIGN
N.T.S.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28TACO BELLTACO BELL3
2
DETAILS
C-504
NOTES:
1.THE SIGN POST SHALL BE
EMBEDDED 3'-6" IN A 12" DIA.
CONCRETE FOOTING 4'-0" DEEP
(0.12 CU. YDS. OF CONCRETE
REQUIRED).TED-40-39606
DRIVE-THRU ENTRANCE
DRIVE THRU
RIGHT TURN ONLY SIGN
N.T.S.
NOTES:
1.THE SIGN POST SHALL BE
EMBEDDED 3'-6" IN A 12" DIA.
CONCRETE FOOTING 4'-0" DEEP
(0.12 CU. YDS. OF CONCRETE
REQUIRED).
ON COMING
TRAFFIC
STANDARD
R3-5R SIGN
R-396015
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1
1
1
ISSUED FOR BID 10/17/17
10/16/17
1
4
2
5
SECTION B
X X X X
ADA ACCESSIBLE RAMP
N.T.S.
EXISTING WALK
SEAL JOINT
6"x6"-W1.4 X W1.4
W.W.F. CENTERED
CONCRETE WALK AS
DETAILED ELSEWHERE
MINIMUM 4" COMPACTED
AGGREGATE BASE
SLOPE PER DETAIL TO
FRONT EDGE OF RAMP
MAX 12:14"WALK AS DETAILED
ELSEWHERE
LA
W
N
LA
W
N
12:1
B
PERPENDICULAR RAMP
MAX
PER P
L
A
N
DETAIL
E
DWALK A
S
ELSEW
H
E
R
E
PE
R
P
L
A
N
EXI
S
T
I
N
G
W
A
L
K
NOTE:
PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS
AND NOTES DETAIL, SHEET 12, SHEET C-501.36" MIN.12"4" PVC TELEPHONE
CONDUIT (SCHEDULE 40), QUANTITY AS
REQUIRED
CLEAN SELECT GRANULAR BACKFILL
CONTINUOUS METALLIC WARNING TAPE
TOPSOIL & SEED/SOD AS SPECIFIED ELSEWHERE,
OR PAVEMENT AS DETAILED ELSEWHERE.
6
4" PVC ELECTRICAL CONDUITS
(SCHEDULE 40), QUANTITY AS REQUIRED
5
6" CLEAN SAND ENVELOPE4
3
2
1
ELECTRICAL & COMMUNICATIONS SERVICE TRENCH
N.T.S.
12"
1
2
3
4
56
KEYED NOTES 3'-0" MIN.12"CONTINUOUS METALLIC WARNING TAPE
TOPSOIL & SEED/SOD AS SPECIFIED ELSEWHERE,
OR PAVEMENT AS DETAILED ELSEWHERE.
CLEAN SELECT GRANULAR BACKFILL
6" CLEAN SAND ENVELOPE
TRACKER WIRE
GAS SERVICE LINE PER PUGET SOUND
ENERGY STANDARDS
GAS SERVICE TRENCH
N.T.S.
KEYED NOTES
1
2
3
4
5
6
6
5
4
3
2
1
12"12"PIPE
OD
8"
TOPSOIL & SEED/SOD AS DETAILED ELSEWHERE,
OR PAVEMENT AS DETAILED ELSEWHERE.
UNDISTURBED EARTH
PLACE GRANULAR BACKFILL IN 6" MAX.
LIFTS COMPACTED TO 95% MAXIMUM DRY
DENSITY, MODIFIED PROCTOR UNDER
PAVEMENT AND 85% MAXIMUM DRY
DENSITY, MODIFIED PROCTOR UNDER
UNPAVED AREAS.
KEYED NOTES
1
2
3
1
2
SAND ENVELOPE TO EXTEND 8" ABOVE
AND 8" BELOW THE PIPE.4
3
4
5 EXCAVATE WIDTH OF TRENCH AS NEEDED.
5
6
CEMENT LINED, CLASS 52 DUCTILE IRON
WATER SERVICE LINE.6
8"5'-0" MIN.WATER SERVICE TRENCH
N.T.S.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DETAILSTACO BELLTACO BELLC-505
2'-0"
12:1 MAX
6'-0
"
DE
T
A
I
L
E
D
E
L
S
E
W
H
E
R
E
PA
V
E
M
E
N
T
A
S
12:
1
MA
X
LAN
D
S
C
A
P
E
LANDS
C
A
P
E
SECTION B
X
X
X X
DETECTABLE
WARNING SURFACE
(SEE NOTES BELOW)2-3/4"1'-0"4"4
"
SLOPE PER DETAIL TO
FRONT EDGE OF RAMP
MAX 12:1
6"x6"-W1.4 X W1.4
W.W.F. CENTERED
CONCRETE WALK AS
DETAILED ELSEWHERE
MINIMUM 4" COMPACTED
AGGREGATE BASE
6" CONCRETE CURB AS
DETAILED ELSEWHERE,
FLUSH WITH PAVEMENT
PAVEMENT AS DETAILED
ELSEWHERE
SEAL JOINT
WALK AS DETAILED
ELSEWHERE
B
ARMOR-TILE TACTILE SYSTEMS DETECTABLE WARNING SURFACE TILE PER
ARMOR-TILE SPECIFICATIONS FOR INSTALLATION (WWW.ARMOR-TILE.COM)
DETECTABLE WARNING COLOR SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT.
DETECTABLE WARNINGS
1.
2.
NOTE:
PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS
AND NOTES DETAIL, SHEET 12, SHEET C-501.
5'-0"TED-40-3960R-396016
JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17
10/16/17
RAIN GARDEN SPECIFICATIONS
MATERIAL SPECIFICATIONS
REFER TO LANDSCAPING PLANS FOR ALLOWABLE WATER TOLERANT PLANTS.
PLANTING SOIL
THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE RAIN GARDEN AREA THAT MAY BE HARMFUL TO
PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF NOXIOUS WEEDS.
THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:
pH RANGE 5.2 - 7.0
ORGANIC MATTER 8 TO 13%
MAGNESIUM 35 LB./AC
PHOSPHORUS P O 75 LB./AC
POTASSIUM K O 85 LB./AC
SOLUBLE SALTS NOT TO EXCEED500 ppm
ALL RAIN GARDEN AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL
ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED.
SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL COME FROM THE SAME TESTING FACILITY.
SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFUR.
COMPACTION
IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE RAIN GARDEN AREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF RAIN GARDEN AREAS ARE EXCAVATED USING A LOADER,
THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL
CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND STORAGE VOLUMESAND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE.
COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE RAIN GARDEN FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGHTHE 12
INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT.
WHEN BACK FILLING THE RAIN GARDEN FACILITY, PLACE SOIL IN LIFTS 12” OR GREATER. DO NOT USE HEAVY EQUIPMENT WITHIN THE RAIN GARDEN BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.
GRADE RAIN GARDEN MATERIALS BY HAND OR WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER ORA DOZER/LOADER WITH MARSH TRACKS.
PLANT INSTALLATION
SEE LANDSCAPING SHEETS FOR PLANT INSTALLATION METHODS.
UNDERDRAINS
UNDER DRAINS TO BE PLACED ON A 3’-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT, FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDER DRAIN PIPES NOT TERMINATING IN THE OUTLET STRUCTURE SHALL BE CAPPED.
THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHALL BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.5%.
MISCELLANEOUS
THE RAIN GARDEN FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
FILTER FABRIC
PLANTING SOIL MEDIA, SEE
NOTE THIS SHEET
PONDING DEPTH12"4"8"4"390.38
FINISH
GRADE=389.38
389.05
INV. = 387.72
SIDEWALL ONLY
FILTER FABRIC
TYPICAL SECTION
N.T.S.
TOP/GRATE= 390.38
OPTIONAL
PRECAST
JOINT
OPTIONAL
PRECAST
JOINT
STEPS
REINF.
STEEL
REMOVABLE
GRATE
2'-3"
2"
2'-0"
OUTLET STRUCTURE PER
DETAIL 15, SHEET C-504
4" INV. = 387.72
29 LF 4" PERF. PVC @ 0.5%
BIORETENTION GRADE = 389.38
4" COMPOST
TILLED INTO
AMENDED SOIL
8" AMENDED SOILFILTRATION
FABRIC
RAIN GARDEN OUTLET STRUCTURE
12" INV. = 387.72
8" MIN.
66 LF 12" STORM
@ 1.41%
NOTES:
1.SCHEMATIC DETAIL ONLY. SEE SITE PLAN FOR EXACT
GEOMETRICAL DIMENSIONS.
TYPICAL RAIN GARDEN AREA SCHEMATIC (PROFILE)
IMPERVIOUS
SHEET FLOW
CURB AS DETAILED
ELSEWHERE
DECORATIVE STONE PER
LANDSCAPING PLANS.
6" MAX
SEE TYPICAL SECTION
FOR DIMENSIONS
PER PLAN2'-0"N.T.S.
4" PERFORATED
PIPE IN 8" GRAVEL
388.38
COMPOST TILLED INTO UPPER
PLANTING SOIL MEDIA
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TACO BELL
2016088.28
DETAILSTACO BELLPR:C:LUA:C-506
TACO BELLTED-40-396015-00001417-00028817002911R-396017
JW 8/25/2017CITY OF RENTON COMMENTS1
1
ISSUED FOR BID 10/17/17
UNDERDRAIN COLLECTION SYSTEM, 4"
PERFORATED PVC PIPE (SEE UTILITY
PLAN FOR INVERTS)
FILTER FABRIC, SEE
TYPICAL SECTION SEE SHEET C-141 FOR
CONTINUATION OF STORM SEWER
CONNECTION.
OVERFLOW RISER (SEE
DETAIL BELOW AND UTILITY
PLAN FOR LOCATION)
10/16/17