HomeMy WebLinkAboutP_Sartori ES Record Drawings_20190920.pdfTTT
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SARTORI
ELEMENTARY
SCHOOL
COVERED PLAY AREA
NORTH 4TH STREET
NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH190.06'
271.11'
138.45'
23.22'
71.82'
99.65'
GARBAGE AND
RECYCLE COLLECTION
S89° 06' 10"E 445.15'N0° 54' 56"E659.68'N89° 03' 29"W443.61'S1° 02' 58"W660.03'63.50'
72.50'
64.50'
68.50'
54.08'
15.00'
38.32'
S88° 59' 20"E 558.67'
RELINQUISH SANITARY
EASEMENT
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
PROJECT SITE
GENERAL NOTES
VERTICAL DATUM
SITE ADDRESS
SARTORI ELEMENTARY SCHOOL
332 PARK AVE N
RENTON, WA. 98057
UTILITIES
WATER CITY OF RENTON
PH: 1-425-430-7201
TELEPHONE CENTURY LINK
PH: 1-800-244-1111
POWER PUGET SOUND ENERGY
PH: 1-888-321-7779
GAS PUGET SOUND ENERGY
PH: 1-888-321-7779
ONE CALL 1-800-424-5555
SITE INFORMATION
PARCEL#
722400-0580, -0590, -0595, -0600,
-0605, -0610, -0615, -0620;
756460-0170, -0180, -0181, -0182,
-0183, -0184
PARCEL AREA:4.96 AC (EXCLUDES RIGHT-OF-WAY
DEDICATION)
PROJECT AREA:5.67 AC (INCLUDES IMPROVEMENTS
TO RIGHT-OF-WAY)
TEMPORARY BENCHMARKS
AHBL #102
NAIL AND WASHER
N:180761.8910
E:1302185.7500
ELEV:37.42
AHBL #106
NAIL AND WASHER
N:180575.5612
E:1302003.5263
ELEV:37.48
AHBL #107
NAIL AND WASHER
N:180480.8609
E:1302395.7842
ELEV:38.35
PRECONSTRUCTION/
INSPECTION NOTIFICATION
CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT,
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA. 98057
PH: (425) 430-7200
OWNER
RENTON SCHOOL DISTRICT
7812 S 124TH ST
SEATTLE, WA 98178
PH: (425) 204-4403
CONTACT: RICK STRACKE
CIVIL ENGINEER
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: GREG TAUSCHECK, P.E.
BILL FIERST, P.E.
SURVEYOR
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: DAVID FOLLANSBEE, P.L.S.
ARCHITECT
INTEGRUS ARCHITECTURE
117 SOUTH MAIN STREET, SUITE 100
SEATTLE, WA 98104-3496
PH: (206) 628-3137
FAX: (206) 628-3138
CONTACT: BRIANNE TOMLIN
LANDSCAPE
ARCHITECT
WEISMAN DESIGN GROUP
2329 E MADISON ST
SEATTLE, WA 98112
PH: (206) 322-1732
CONTACT: NADINE LASZLO
1.SEE SHEET C7.14 FOR LEGAL DESCRIPTION.
NAVD 88
CITY OF RENTON VERTICAL BENCHMARK 508
LEAD AND TACK IN PIPE AT NORTH 4TH AND GARDEN
AVE.
NORTHERLY OF TWO MONUMENTS IN INTERSECTION.
ELEV:35.383'
NAD 83/91
WASHINGTON STATE PLANE COORDINATE SYSTEM,
NORTH ZONE
CITY OF RENTON HORIZONTAL CONTROL
HOLDING CITY MONUMENT NUMBERS 1121 AND 1879.
POINT NO. 1121
N=181200.193
E=1301429.116
BOLT WITH X AT THE INTERSECTION OF NORTH 4TH
STREET W/
WELLS AVENUE NORTH.
POINT NO. 1879
N=181190.335
E=1301987.701
BRASS PLUG AT THE INTERSECTION OF NORTH 4TH
STREET W/
PARK AVENUE NORTH.
A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS
SOUTH 88°59'20" EAST.
BASIS OF BEARING
IF WORKERS ENTER ANY TRENCH OR
OTHER EXCAVATION FOUR OR MORE FEET
IN DEPTH THAT DOES NOT MEET THE OPEN
PIT REQUIREMENTS OF WSDOT SECTION
2-09.3(3)B, IT SHALL BE SHORED AND
CRIBBED. THE CONTRACTOR ALONE SHALL
BE RESPONSIBLE FOR WORKER SAFETY
AND AHBL ASSUMES NO RESPONSIBILITY.
ALL TRENCH SAFETY SYSTEMS SHALL
MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT, CHAPTER 49.17 RCW.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL,
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
FILL SPECIFICATION
TRENCH NOTE
AN AUTOCAD DRAWING FILE IS AVAILABLE
TO ASSIST WITH SITE LAYOUT. PLEASE
NOTE THAT ELECTRONIC FILES ARE
PROVIDED FOR CONTRACTOR'S
CONVENIENCE AND SHALL NOT REPLACE
NOR BE USED TO SUBSTITUTE THE
CONTRACT DOCUMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR
PROJECT LAYOUT ACCORDING TO
CONTRACT DOCUMENTS AND COST FOR
ELECTRONIC AUTOCAD FILES.
PHONE: (253) 383-2422
FAX: (253) 383-2572
AUTOCAD FILE
1.THE CONTRACTOR IS REQUIRED TO
NOTIFY THE DEVELOPMENT SERVICES
DIVISION, LAND USE INSPECTION
SECTION (425) 430-7200, THREE DAYS
PRIOR TO THE BEGINNING OF
CONSTRUCTION FOR A
PRECONSTRUCTION CONFERENCE AND
SPECIFICALLY REQUEST
INSPECTION BEFORE BEGINNING:
A. INSTALLING SILTATION AND EROSION
CONTROL MEASURES
B. CLEARING AND GRUBBING
C. EARTHWORK
D. INSTALLATION OF ANY UNDERGROUND
UTILITY
E. BEFORE PLACING SUBBASE, BASE OR
PAVING SURFACES
F. INSTALLATION OF ANY FORMS OR
PLACING ANY CONCRETE
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE
EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF
UNDERGROUND UTILITIES.
UTILITY NOTE
VICINITY MAP
N
COVER SHEET C1.0
APPROX. 132 CUBIC YARDS CUT
APPROX. 9,314 CUBIC YARDS FILL
NET: APPROX. 9,182 CUBIC YARD FILL
NOTE: THE ABOVE QUANTITIES ARE ESTIMATES
ONLY INTENDED FOR THE PERMITTING PROCESS
AND ARE NOT TO BE USED BY THE CONTRACTOR
FOR BIDDING PURPOSES. THE CONTRACTOR SHALL
MAKE THEIR OWN EARTHWORK DETERMINATION.
ONSITE SOILS SHALL BE RE-USED TO THE MAXIMUM
EXTENT FEASIBLE.
CONTRACTOR SHALL OBTAIN IMPORT MATERIALS
AND DISPOSE OF EXPORT MATERIALS AT
APPROVED LOCATIONS TO BE DETERMINED PRIOR
TO THE START OF CONSTRUCTION ACTIVITIES.
EARTHWORK INFORMATION
12.50' DEDICATION
8.50' DEDICATION
PRECONSTRUCTION
NOTESCIVIL SHEET INDEX
SHEET NUMBER SHEET TITLE
C1.0 COVER SHEET
C1.1 CONDITIONS OF APPROVAL
C2.0 OVERALL TESC AND DEMOLITION PLAN
C2.1 NORTH TESC AND DEMOLITION PLAN
C2.2 SOUTH TESC AND DEMOLITION PLAN
C2.3 TESC NOTES AND DETAILS I
C2.4 TESC NOTES AND DETAILS II
C3.0 OVERALL GRADING AND DRAINAGE PLAN
C3.1 NORTH GRADING AND DRAINAGE PLAN
C3.2 SOUTH GRADING AND DRAINAGE PLAN
C3.3 ENLARGED GRADING DETAILS
C3.4 STORM DRAINAGE PROFILES I
C3.5 STORM DRAINAGE PROFILES II
C4.0 OVERALL UTILITY PLAN
C4.1 WATER PLAN
C4.2 SANITARY SEWER PLAN
C4.3 SANITARY SEWER PROFILE
C5.0 OVERALL PAVING AND HORIZONTAL CONTROL PLAN
C5.1 NORTH PAVING AND HORIZONTAL CONTROL PLAN
C5.2 SOUTH PAVING AND HORIZONTAL CONTROL PLAN
C6.0 OVERALL FRONTAGE IMPROVEMENT PLAN
C6.1 NORTH 4TH STREET FRONTAGE IMPROVEMENTS
C6.2 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS
C6.3 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS
C6.4 NORTH 3RD STREET FRONTAGE IMPROVEMENTS
C6.5 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS
C6.6 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS
C6.7 NORTH INTERSECTION IMPROVEMENTS
C6.8 SOUTH INTERSECTION IMPROVEMENTS
C7.1 STORM DRAINAGE NOTES AND DETAILS I
C7.2 STORM DRAINAGE NOTES AND DETAILS II
C7.3 STORM DRAINAGE NOTES AND DETAILS III
C7.4 FILTERRA DETAILS
C7.5 WATER NOTES AND DETAILS I
C7.6 WATER NOTES AND DETAILS II
C7.7 WATER NOTES AND DETAILS III
C7.8 SURFACING NOTES AND DETAILS I
C7.9 SURFACING NOTES AND DETAILS II
C7.10 SURFACING NOTES AND DETAILS III
C7.11 SURFACING NOTES AND DETAILS IV
C7.12 CURB RAMP DETAILS
C7.13 STORM DRAINAGE NOTES AND DETAILS IV
C7.14 STORM DRAINAGE NOTES AND DETAILS V
LANDSCAPE SHEET INDEX
SHEET NUMBER SHEET TITLE
L001 OVERALL TREE RETENTION / INVENTORY PLAN
L002 TREE RETENTION / INVENTORY PLAN - NORTH
L103 TREE RETENTION / INVENTORY PLAN - SOUTH
L104 TREE RETENTION SCHEDULES AND DETAILS
L100 OERALL SITE PLAN
L101 SITE PLAN - NORTH
L102 SITE PLAN - SOUTH
L200 OVERALL LANDSCAPE PLAN
L201 LANDSCAPE PLAN - NORTH
L202 LANDSCAPE PLAN - SOUTH
L203 PLANT SCHEDULE AND DETAILS
L300 OVERALL IRRIGATION PLAN
L301 IRRIGATION PLAN - NORTH
L302 IRRIGATION PLAN - SOUTH
L303 IRRIGATION LEGEND AND NOTES
L304 IRRIGATION DETAILS
L305 IRRIGATION DETAILS
L400 SITE DETAILS
L400 SITE DETAILS
L401 SITE DETAILS
L402 SITE DETAILS
L403 SITE DETAILS
L404 SITE DETAILS
L405 SITE DETAILS
L500 SUBDRAINAGE PLAN AND DETAILS
ELECTRICAL SHEET INDEX
SHEET NUMBER SHEET TITLE
E101 ELECTRICAL SITE PLANTED-40-3930R-393001
SIGNAL SHEET INDEX
SHEET NUMBER SHEET TITLE
TS-01 TRAFFIC SIGNAL MODIFICATION PLAN
N 4TH ST & PARK AVE N
TS-02 TRAFFIC SIGNAL MODIFICATION PLAN
N 4TH ST & GARDEN AVE N
TS-03 TRAFFIC SIGNAL MODIFICATION PLAN
N 3RD ST & GARDEN AVE N
TS-04 TRAFFIC SIGNAL MODIFICATION PLAN
N 3RD ST & PARK AVE N
TS-05 DETAILS
4.50' DEDICATION
3.50'
DEDICATION
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
CONDITIONS OF APPROVAL C1.1
EARTH:
1.A DEPARTMENT OF ECOLOGY GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL BE OBTAINED.
2.PREPARE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC) AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO MEET THE 12 REQUIRED
ELEMENTS PER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL, AS
AMENDED BY THE CITY OF RENTON. SPECIFIC MEASURES TO REDUCE OR CONTROL EROSION INCLUDE CLEARLY MARKING THE CLEARING LIMITS WITH HIGH VISIBILITY
FENCING AND STABILIZING CONSTRUCTION ENTRANCES LOCATED OFF N 3RD AND N 4TH STREETS AND GARDEN AVE N. STABILIZED CONSTRUCTION ROADS AND
PARKING WILL ALSO BE PROVIDED ONSITE. STORMWATER FLOW RATES WILL BE CONTROLLED THROUGH TEMPORARY SEDIMENT TRAPS OR PONDS, AS WELL AS
THROUGH PERMANENT STORMWATER CONTROL FACILITIES. PERIMETER PROTECTION WILL BE PROVIDED THROUGH SILT FENCING. SEDIMENT CONTROLS MAY ALSO
INCLUDE FILTRATION OR CHEMICAL TREATMENTS, IF NECESSARY. TEMPORARY AND PERMANENT SOIL STABILIZATION WILL OCCUR THROUGH SEEDING/SODDING,
MULCHING, AND PLASTIC COVERING. SLOPES WILL BE PROTECTED THROUGH INTERCEPTOR SWALES AND CHECK DAMS. INLET PROTECTION WILL BE PROVIDED TO
PREVENT DISCHARGE OF SEDIMENT-LADEN STORMWATER OFFSITE. ALL TEMPORARY PROPOSED DRAINAGE CHANNELS WILL BE STABILIZED AND PROTECTED
THROUGH OUTLET PROTECTION. THE CONTRACTOR WILL IMPLEMENT, INSPECT, AND MAINTAIN ALL BEST MANAGEMENT PRACTICES (BMPS) ON A REGULAR BASIS.
3.ALL WORK WILL BE IMPLEMENTED CONSISTENT WITH THE RECOMMENDATIONS OF THE "SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND GEOTECHNICAL
ENGINEERING REPORT" PREPARED BY ASSOCIATED EARTH SCIENCES, INC. (AESI}, DATED AUGUST 4, 2016. AESI SHALL REVIEW PLANS PRIOR TO FINAL DESIGN
COMPLETION TO ENSURE EARTHWORK AND FOUNDATION RECOMMENDATIONS ARE PROPERLY INTERPRETED AND IMPLEMENTED.
AIR:
4.DUST CONTROL BMPS ARE TO BE IMPLEMENTED TO MINIMIZE DUST DURING CONSTRUCTION. THEY INCLUDE USING WATER SPRAYS OR OTHER NON-TOXIC DUST
CONTROL METHODS ON UNPAVED ROADWAYS, MINIMIZING VEHICLE SPEED WHILE TRAVELING ON UNPAVED SURFACES, PREVENTING THE TRACKING OUT OF MUD
ONTO PUBLIC STREETS, COVERING SOIL PILES WHEN PRACTICAL, AND MINIMIZING WORK DURING PERIODS OF HIGH WINDS.
5.TO MINIMIZE AIR QUALITY AND ODOR ISSUES CAUSED BY TAILPIPE EMISSIONS, REQUIRED BMPS INCLUDE MAINTAINING ENGINES OF CONSTRUCTION EQUIPMENT AND
MINIMIZING THE IDLING OF CONSTRUCTION EQUIPMENT. AFTER CONSTRUCTION, DURING SCHOOL BUS LOADING AND UNLOADING TIMES, BUSES WILL BE TURNED OFF
TO LIMIT EMISSIONS CAUSED BY IDLING.
6.MATERIALS STORED ON SITE (E.G., SOIL, FERTILIZER, AND PESTICIDES) WILL BE ENCLOSED AND/OR COVERED WHEN NOT IN USE. THE APPLICANT WILL EMPLOY BMPS
IN THE USE AND STORAGE OF THESE MATERIALS CONSISTENT WITH ALL APPLICABLE REGULATIONS.
WATER:
7.THE PROJECT WILL INSTALL A COMPREHENSIVE STORM DRAINAGE SYSTEM IN ACCORDANCE WITH CITY OF RENTON DRAINAGE REQUIREMENTS. DURING
CONSTRUCTION, A SWPPP AND ASSOCIATED BMPS WILL BE IMPLEMENTED TO MANAGE STORMWATER PROPERLY.
PLANTS:
8.APPROXIMATELY 10 TREES WILL BE RETAINED AND PROTECTED FROM CONSTRUCTION ACTIVITIES, AS DESCRIBED IN THE ARBORIST REPORT. INTRUSIONS (CUTS OR
FILLS} SHALL NOT IMPACT MORE THAN 25 PERCENT OF THE ROOT PROTECTION ZONE.
NOISE:
9.NOISE IMPACTS ASSOCIATED WITH THE CONSTRUCTION OF THE PROJECT WILL BE LIMITED IN DURATION, CONSISTENT WITH THE HOURS PRESCRIBED BY THE CITY OF
RENTON (PER CHAPTER 7 OF THE RENTON MUNICIPAL CODE).
10.TO MITIGATE NOISE IMPACTS DURING THE CONSTRUCTION PHASES, MEASURES SUCH AS LOCATING STATIONARY EQUIPMENT AWAY FROM RECEIVING PROPERTIES,
ERECTING PORTABLE NOISE BARRIERS AROUND LOUD STATIONARY EQUIPMENT, TURNING OFF IDLING CONSTRUCTION EQUIPMENT, REQUIRING CONTRACTORS TO
MAINTAIN ALL EQUIPMENT, AND TRAINING CONSTRUCTION CREWS TO AVOID UNNECESSARILY LOUD ACTIONS NEAR NOISE-SENSITIVE AREAS WILL BE EMPLOYED.
11.ONCE THE SCHOOL IS UNDER OPERATION, THE SCHOOL BUSES WILL BE TURNED OFF TO LIMIT IDLING DURING THE LOAD/UNLOAD PERIOD.
LIGHT AND GLARE:
12.MINIMIZE EXTERIOR LIGHTING TO ONLY WHAT IS REQUIRED FOR LIFE SAFETY AND SECURITY.
13.MINIMIZE MOUNTING HEIGHT OF ALL EXTERIOR LIGHT FIXTURES; 25-FOOT MAXIMUM FOR POLE-MOUNTED FIXTURES.
14.AIM FIXTURES TO DIRECT LIGHT AWAY FROM THE SITE PERIMETER IN ORDER TO MINIMIZE LIGHT TRESPASS.
15.USE FULL CUT-OFF LIGHT FIXTURES.
16.UTILIZE OCCUPANCY SENSING AND TIMECLOCK CONTROLS TO CONTROL ALL LIGHTS AND AUTOMATICALLY TURN THEM OFF DURING PRESELECTED TIMES AND
UNOCCUPIED PERIODS.
HISTORIC AND CULTURAL PRESERVATION:
17.IF CULTURAL OR ARCHEOLOGICAL OBJECTS ARE FOUND DURING SITE PREPARATION WORK, THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC
PRESERVATION (DAHP) WILL BE NOTIFIED, AND APPROPRIATE MEASURES WILL BE TAKEN. PRIOR TO DEMOLITION OF THE OLD SARTORI EDUCATION CENTER BUILDING,
THE STRUCTURE WILL BE PHOTOGRAPHED AND DOCUMENTED FOR THE RENTON HISTORY MUSEUM AND THE DAHP DATABASE. SALVAGEABLE ITEMS FROM THE
EXISTING SARTORI EDUCATION CENTER BUILDING SHALL BE REPURPOSED INTO THE NEW BUILDING, AS PRACTICABLE.
TRANSPORTATION:
18.A HAUL ROUTE CONTROL PLAN WILL BE PREPARED, AND REVIEWED AND APPROVED BY THE CITY OF RENTON PRIOR TO THE START OF CONSTRUCTION.
19.THE FOLLOWING MITIGATION MEASURES FOR PEDESTRIAN SAFETY WILL BE EMPLOYED:
a.INSTALLATION OF SCHOOL FLASHER SPEED LIMIT SIGNAGE. THE LOCATION OF THE SIGNAGE WOULD BE DETERMINED DURING THE CITY'S CONSTRUCTION/UTILITY
PERMIT REVIEW PROCESS.
b.INSTALLATION OF RADAR SIGN(S) THAT PROVIDE VEHICLE SPEED. THE LOCATION OF THE SIGNAGE WOULD BE DETERMINED DURING THE CITY'S
CONSTRUCTION/UTILITY PERMIT REVIEW PROCESS.
c.INSTALLATION OF CURB BULBS ON GARDEN AVE N AT N 3RD ST AND N 4TH ST TO REDUCE PEDESTRIAN CROSSING WIDTH.
d.PEDESTRIAN SAFETY MEASURES WILL BE DEVELOPED PRIOR TO SCHOOL OPENING AND ADJUSTED ON AN ONGOING BASIS TO OPTIMIZE ITS EFFECTIVENESS.
20.PRIOR TO THE SCHOOL OPENING, THE RENTON SCHOOL DISTRICT AND SCHOOL PRINCIPAL SHALL ESTABLISH A TRANSPORTATION MANAGEMENT PLAN (TMP) TO
EDUCATE FAMILIES ABOUT THE ACCESS LOAD/UNLOAD PROCEDURES FOR THE SITE LAYOUT. THE EFFORT SHOULD COMMUNICATE TO FAMILIES AND STAFF THE SITE
CONDITIONS AND THE ABILITY TO ACCOMMODATE FAMILY VEHICLES. IT SHOULD ENCOURAGE SCHOOL BUS RIDERSHIP, CARPOOLING, AND SUPERVISED WALKING
(SUCH AS WALKING TO SCHOOL BUSES). THE PLAN SHOULD DEFINE CLEAR PROCEDURES AND TRAVEL ROUTES FOR FAMILY VEHICLES AND INSTRUCT FAMILY DRIVERS
NOT TO BLOCK OR PARTIALLY BLOCK TRAVEL LANES WITH QUEUED OR WAITING VEHICLES. THE PLAN SHOULD ALSO DEFINE CLEAR PROCEDURES AND RECOMMENDED
TRAVEL ROUTES FOR PEDESTRIANS AND CHILDREN WALKING TO THE SCHOOL. THE PLAN SHOULD ALSO ADDRESS EVENING EVENT CONDITIONS BY IDENTIFYING
APPROPRIATE PARKING LOCATIONS FOR ATTENDEES, DIRECTING ATTENDEES OR STAFF TO THE REMOTE OFFSITE PARKING (AT THE DISTRICT TRANSPORTATION
FACILITY), AND/OR ADJUSTING THE SCHEDULE OR SIZE OF EVENTS TO BETTER ACCOMMODATE DEMAND WITH THE AVAILABLE PARKING SUPPLY. THE TMP PREPARED
FOR THE SCHOOL WILL BE DEVELOPED SO THAT IT CAN BE ADJUSTED TO OPTIMIZE ITS EFFECTIVENESS.
21.THE RENTON SCHOOL DISTRICT SHALL COORDINATE WITH THE CITY TO ENSURE THAT SCHOOL ZONE SPEED LIMITS ARE SIGNED AND ENFORCED, AND THAT CROSSING
GUARD LOCATIONS ARE IDENTIFIED AND STAFFED.
22.THE RENTON SCHOOL DISTRICT AND SCHOOL ADMINISTRATION SHALL DEVELOP A NEIGHBORHOOD COMMUNICATION PLAN TO INFORM NEARBY NEIGHBORS OF
EVENTS EACH YEAR. THE PLAN SHOULD BE UPDATED ANNUALLY (OR AS EVENTS ARE SCHEDULED) AND PROVIDE INFORMATION ABOUT THE DATES, TIMES, AND ROUGH
MAGNITUDE OF ATTENDANCE.
23.THE RENTON SCHOOL DISTRICT SHALL REQUIRE THE SELECTED CONTRACTOR TO DEVELOP A CONSTRUCTION MANAGEMENT PLAN (CMP) THAT ADDRESSES TRAFFIC
AND PEDESTRIAN CONTROL DURING SCHOOL CONSTRUCTION. IT SHOULD DEFINE TRUCK ROUTES, LANE CLOSURES, WALKWAY CLOSURES, AND PARKING
DISRUPTIONS, AS NECESSARY. TO THE EXTENT POSSIBLE, THE CMP SHOULD DIRECT TRUCKS TO ARTERIALS AND AWAY FROM RESIDENTIAL STREETS TO AVOID
UNNECESSARY CONFLICTS WITH RESIDENT AND PEDESTRIAN ACTIVITY. THE CMP MAY ALSO INCLUDE MEASURES TO KEEP ADJACENT STREETS CLEAN ON A DAILY
BASIS AT THE TRUCK EXIT POINTS (SUCH AS STREET SWEEPING OR ONSITE TRUCK WHEEL CLEANING) TO REDUCE TRACKING DIRT OFFSITE. THE CMP SHOULD
IDENTIFY PARKING LOCATIONS FOR CONSTRUCTION STAFF; TO THE EXTENT POSSIBLE, CONSTRUCTION STAFF PARKING SHOULD BE CONTAINED ONSITE.
SEPA MITIGATION MEASURES
1.THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION
OF NONSIGNIFICANCE ISSUED BY THE RENTON SCHOOL DISTRICT ON OCTOBER 21, 2016.
2.THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE PROPOSED BUILDINGS ARE NOT
BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE RECORDED PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY.
3.THE APPLICANT SHALL SUBMIT REVISED SITE PLANS THAT LOCATE THE COVERED PLAY AREA STRUCTURE IN AN AREA
COMPLIANT WITH THE 15-FOOT MINIMUM REAR SETBACK. THE PLANS SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE SETBACK SHALL BE A
MINIMUM OF 43 FEET FROM THE PROPERTY LINE AS PROPOSED BY THE APPLICANT IN EX. 30.
4.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT PROVIDES SPECIFIC DETAIL FOR THE NUMBER OR
TYPES OF TREES AND SHRUBBERY TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT
APPROVAL COMPLYING WITH APPLICABLE SECTIONS OF RMC 4-4-070.
5.THE APPLICANT SHALL SUBMIT A DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ROOF
MOUNTED EQUIPMENT. THE REVISED PLAN SET SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING
PROJECT MANAGER, PRIOR TO BUILDING PERMIT APPROVAL.
6.THE APPLICANT SHALL PROVIDE AN UPDATED ARBORIST REPORT THAT PROVIDES ANALYSIS FOR THE POTENTIAL TO
RETAIN TREES 29, 30, AND 31 ON THE TREE RETENTION PLAN WITH THE NEW GARDEN AVE N. CROSS SECTION. THE
TREES SHALL BE RETAINED IF VIABLE; OTHERWISE REPLACEMENT AT THE REQUIRED 6:1 CALIPER INCH RATION WILL BE
REQUIRED FOR ANY OF THE THREE (3) TREES THAT CANNOT BE RETAINED. THE ARBORIST REPORT SHALL BE SUBMITTED
TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
7.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT IDENTIFIES THE REPLACEMENT TREES MEETING THE
REPLACEMENT REQUIREMENTS OF RMC 4-4-130. THE LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
8.THE APPLICANT SHALL SUBMIT A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST
LICENSED IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR PROVIDE
DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
(WSDOT) APPROVED SOURCE AS ALLOWED BY RMC 4-4-060N.4.G. THE SOURCE STATEMENT OR WSDOT DOCUMENTATION
SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
9.THE APPLICANT SHALL SUBMIT A TRUCK LOADING DIAGRAM THAT ATTEMPTS TO NARROW THE PROPOSED 52-FOOT WIDE
DRIVEWAY AND CURB RADII TO THE MINIMUM WIDTH NEEDED TO ACCOMMODATE THE DELIVERY TRUCK. IF THE
DRIVEWAY CANNOT BE NARROWED, THEN THE APPLICANT SHALL PROVIDE A DESIGN THAT INCLUDES A PEDESTRIAN
REFUGE AREA IN THE MIDDLE OF THE DRIVEWAY THAT SHORTENS THE CROSSING DISTANCE. THE DIAGRAM AND/OR
PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUING THE CONSTRUCTION
PERMIT.
10.THE APPLICANT SHALL SUBMIT REVISED SITE AND UTILITY PLANS FOR GARDEN AVE. N. THAT PROVIDE THE CURB-LINE
MAINTAINED IN ITS EXISTING LOCATION, 12-FOOT SIDEWALKS, STREET TREES IN TREE GRATES, AND CURB-BULBS
MEETING CITY STANDARDS AT THE INTERSECTIONS OF N. 4TH ST. AND N. 3RD ST. THE PLANS SHALL BE SUBMITTED TO
AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND ENGINEERING PLAN REVIEWER PRIOR TO
CONSTRUCTION PERMIT APPROVAL.
11.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT REPLACES ALL FIVE TREES SHOWN TO BE RETAINED
ON PARK AVE N. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO CONSTRUCTION PERMIT APPROVAL.
12.THE APPLICANT SHALL SUBMIT REVISED SITE AND UTILITY PLANS FOR N. 3RD ST. THAT PROVIDES CURB-BULBS MEETING
THE CITY'S STANDARD ON THE PROPERTY'S FRONTAGE AT PARK AVE N AND GARDEN AVE N. THEREBY CREATING A ROW
OF ON-STREET PARKING ALONG THE NORTH SIDE OF N. 3RD ST. THE PLANS SHALL BE SUBMITTED TO AND APPROVED BY
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
13.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES THE NEW STREET FRONTAGE SECTION
ALONG N. 3RD ST. AND EITHER THE RETENTION OF THE FOUR (4) TREES IF POSSIBLE OR THE REPLACEMENT OF THE
TREES DUE TO THE MODIFIED STREET FRONTAGE. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
14.THE APPLICANT SHALL CREATE A PUBLIC OUTREACH SIGN IN COORDINATION WITH CITY OF RENTON TO COMMUNICATE
WITH ROAD USERS, THE GENERAL PUBLIC, AREA RESIDENCES AND BUSINESSES, AND APPROPRIATE PUBLIC ENTITIES
ABOUT PROJECT INFORMATION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY EFFECTS
OF THE WORK ZONE. THE SIGN SHALL BE PLACED ON SITE PRIOR TO CONSTRUCTION COMMENCEMENT.
15.THE APPLICANT SHALL SUBMIT A DETAILED PLAZA PLAN THAT IDENTIFIES COMPLIANCE WITH LIGHTING LEVELS OF FOUR
(4) FOOT CANDLES ON THE GROUND, MINIMUM SEATING AREAS, AND OTHER APPLICABLE PEDESTRIAN -ORIENTED SPACE
QUALIFIERS IN RMC 4-9-1501C. THE DETAILED PLAZA PLAN SHALL ALSO INCLUDE DETAIL CUT SHEETS OF THE BENCH,
PLANTER BOXES, AND ANY OTHER STREETSCAPE ELEMENTS THAT WILL BE PROVIDED. THE PLAN SHALL BE SUBMITTED
TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
16.THE APPLICANT SHALL PROVIDE A REVISED REFUSE AND RECYCLING ENCLOSURE PLAN THAT PROVIDES A DETAIL
CUT-SHEET OF THE SELF-CLOSING DOOR MECHANISM. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
17.THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT PROVIDES THE PROPOSED MATERIAL FOR THE PEDESTRIAN
PATHWAY IN THE SOUTH PARKING LOT. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
18.THE APPLICANT SHALL PROVIDE DETAILED SPECIFICATIONS FOR ALL SITE FURNITURE AND ART, IN ORDER TO ENSURE
DURABLE, VANDAL- AND WEATHER-RESISTANT MATERIALS ARE USED. THE SPECIFICATIONS SHALL BE SUBMITTED TO,
AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR BUILDING PERMIT APPROVAL.
19.THE APPLICANT SHALL PROVIDE ADDITIONAL ARTICULATION AND/OR MODULATION FEATURES ON THE NORTH AND SOUTH
END OF PARK AVE N. FAÇADE AND THE WEST SIDE OF THE N. 4TH ST. FACADE. STAFF HAS SUGGESTED THE APPLICANT
WRAP THE CURTAIN WALL AROUND THE CORNER ALONG THE SOUTH END OF THE PARK AVE N. FAÇADE. ARTWORK,
ADDITIONAL GLAZING, AND MODULATION ARE SUGGESTED ON THE NORTH END OF THE PARK AVE N FAÇADE AND WEST
SIDE OF THE N. 4TH ST. FAÇADE. A REVISED ELEVATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
20.THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS THAT PROVIDE INCREASED HEIGHT OR THE PERCEPTION OF
INCREASED HEIGHT ON THE GROUND FLOOR. THE PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
21.THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING
EXCESSIVE GLARE ON ADJACENT PROPERTIES; PROVIDES ORNAMENTAL LIGHTING FIXTURES; AND OTHERWISE
COMPLIES WITH EXTERIOR LIGHTING REQUIREMENTS OF RMC 4-4-075.
22.THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FAÇADE
TREATMENTS, RAISED PLANTERS, SIDING, WINDOWS/FRAMES, AND CANOPIES. THE MATERIALS SHALL REDUCE THE
POTENTIAL FOR REFLECTION OF LIGHT AND GLARE.
23.ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPING PLAN
SUBMITTED BY THE APPLICANT AND APPROVED BY THE CITY. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE
DEVELOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY IN AN AMOUNT EQUAL TO THE PROVISIONS OF RMC
4-9-060. LANDSCAPING SHALL BE PLANTED WITHIN ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN
DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF TWO (2) YEARS THEREAFTER PRIOR TO THE RELEASE OF THE
SECURITY DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A
LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE
CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A TWO (2) YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE
KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIVISION.
24.PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FACILITIES, INCLUDING BUT NOT LIMITED TO
UTILITIES, STORM DRAINAGE, STREETS, RECREATION FACILITIES, ETC., SHALL BE COMPLETED BY THE DEVELOPER OR, IF
DEFERRED BY THE PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR OR HIS/HER DESIGNEE, ASSURED THROUGH A
SECURITY DEVICE TO THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9-060.
25.THE PLAZA SHALL BE PERMANENTLY MAINTAINED BY THE PLANNED URBAN DEVELOPMENT OWNER. IN THE EVENT THAT
SUCH FACILITIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER, AS DETERMINED BY THE CITY, THE CITY SHALL HAVE
THE RIGHT TO PROVIDE FOR THE MAINTENANCE THEREOF AND BILL THE OWNER. SUCH BILL, IF UNPAID, SHALL BECOME
A LIEN AGAINST EACH INDIVIDUAL PROPERTY.
26.THE QUEUING AND PARKING DEMAND COMPONENTS OF THE TRANSPORTATION MANAGEMENT PLAN REQUIRED BY
CONDITION NO. 20 OF THE PROJECT MDNS SHALL BE SUBJECT TO CITY STAFF APPROVAL PRIOR TO ISSUANCE OF A
CERTIFICATE OF OCCUPANCY. THE QUEUING AND PARKING DEMAND COMPONENTS SHALL BE SUBJECT TO ONE SCHOOL
YEAR MONITORING PLANS SCHEDULED FOR THE FIRST SCHOOL YEAR WITH COMPLIANCE OBJECTIVES OF NO OFF-SITE
QUEUING AND NO OFF-SITE PARKING EXCEPT FOR FACILITIES OWNED BY THE DISTRICT OR SUBJECT TO A SHARED OR
LEASED PARKING AGREEMENT. THE PARKING MONITORING PLAN SHALL INCLUDE AT A MINIMUM MONITORING OF THE
THREE EVENING EVENTS PLANNED FOR THE SCHOOL YEAR THAT ARE EXPECTED TO DRAW THE LARGEST
AFTER-SCHOOL AUDIENCES. THE QUEUING MONITORING PLAN SHALL INCLUDE A MINIMUM OF FIVE SCHOOL DAYS (EACH
A DIFFERENT DAY OF THE WEEK) DURING AFTERNOON PICK-UP. THE RESULTS OF THE MONITORING PLAN SHALL BE
SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION OF MONITORING PLAN IMPLEMENTATION. THE CITY MAY
REQUIRE ADDITIONAL PARKING AND QUEUING MITIGATION AS NECESSARY TO MITIGATE ANY OFF-SITE QUEUING OR
PARKING (OUTSIDE OF APPLICANT OWNED OR LEASED/SHARED PARKING FACILITIES) IDENTIFIED FROM THE REQUIRED
MONITORING.
27.THE MONITORING PLAN REQUIRED BY THIS CONDITION SHALL BE SUBJECT TO REVIEW AND COMMENT BY PERSONS WHO
HAVE REQUESTED NOTICE OF THE MONITORING PLAN PRIOR TO APPROVAL BY THE CITY. THE RESULTS OF THE
MONITORING PLAN SHALL ALSO BE SUBJECT TO REVIEW AND COMMENT BY PERSONS WHO HAVE REQUESTED NOTICE OF
THE MONITORING PLAN. ALL PERSONS WHO WOULD LIKE NOTICE OF THE MONITORING PLAN SHALL SUBMIT A WRITTEN
REQUEST WITH MATTHEW HERRERA, PROJECT PLANNER, WITHIN TEN DAYS OF THE MAILING OF THIS DECISION.
PRELIMINARY PUD / CUP CONDITIONS OF APPROVAL (INCLUDING RECONSIDERATION)
H.DECISION:
THE PROPOSED FINAL PLANNED URBAN DEVELOPMENT FOR THE NEW SARTORI ELEMENTARY SCHOOL, FILE NO. LUA17-
000052, FPUD IS APPROVED. THE PROPOSAL IS SUBJECT TO THE FOLLOWING CONDITIONS:
1.ALL SEPA MITIGATION MEASURES SHALL BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PERMIT PLAN SO
CONTRACTORS AND CITY STAFF ARE FULLY AWARE OF ALL MITIGATION, WHICH ARE ALSO PRELIMINARY PUD
APPROVAL CONDITIONS. THE APPLICANT SHALL SUBMIT MITIGATION MEASURE IDENTIFICATION ON THE
CONSTRUCTION PERMIT PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR
TO CONSTRUCTION PERMIT APPROVAL.
2.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN AND GRADING PLAN WITH THE CONSTRUCTION
PERMIT APPLICATION THAT IDENTIFIES THE RETENTION OF THE HINOKI CYPRESS TREE (TREE #30). THE GRADING
PLAN SHALL PROVIDE REQUIRED TREE PROTECTION MEASURES SET FORTH IN RMC 4-4-130H.9. THE GRADING PLAN
SHALL STATE A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT MONITOR THE CONSTRUCTION ACTIVITIES THAT
ARE NECESSARY WITHIN THE TREE'S DRIPLINE. THE REVISED LANDSCAPE PLAN AND GRADING PLAN SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT
APPROVAL.
3.THE APPLICANT SHALL SUBSTANTIATE THE NEED FOR THE PROPOSED REMOVAL OF THE FOUR (4) GREEN ASH
STREET TREES ALONG N 3RD ST OR REVISE THE LANDSCAPE PLAN TO IDENTIFY THE RETAINED TREES AND SUBMIT
A CLEARING AND GRADING PLAN THAT PROVIDES THE REQUIRED TREE PROTECTION MEASURES SET FORTH IN RMC
4-4-130H.9. THE GRADING PLAN SHALL STATE A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT MONITOR THE
CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES DRIPLINE. WRITTEN NEED FOR REMOVAL OR
REVISED LANDSCAPE AND CLEARING GRADING PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
4.THE APPLICANT SHALL SUBMIT A PHOTO OF THE POSTED PUBLIC OUTREACH SIGN ACCOMPANIED WITH A VICINITY
MAP IDENTIFYING WHERE THE SIGN IS POSTED. THE SIGN PHOTO AND MAP SHALL BE SUBMITTED TO THE CURRENT
PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING FOR THE
PROJECT.
5.THE SCHOOL BUS IDLING REDUCTION COMPONENT OF SEPA MITIGATION MEASURE #5 SHALL ALSO BE ADDED TO
THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER MITIGATION MEASURE #20. THE ADDITION SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR CERTIFICATE OF OCCUPANCY.
6.TO COMPLY WITH SEPA MITIGATION MEASURE #16, THE APPLICANT SHALL SUBMIT WITH THEIR REQUIRED LIGHTING
PLAN A METHOD TO UTILIZE OCCUPANCY SENSING AND TIMECLOCK CONTROLS TO CONTROL ALL LIGHTS AND
AUTOMATICALLY TURN THEM OFF DURING PRESELECTED TIMES AND UNOCCUPIED PERIODS. THE LIGHTING PLAN
SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
7.THE PEDESTRIAN SAFETY COMPONENT OF SEPA MITIGATION MEASURE #19 SHALL ALSO BE ADDED TO THE
TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA MITIGATION MEASURE #20. THE ADDITION SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CERTIFICATE OF
OCCUPANCY.
8.SCHOOL ZONE SPEED LIMIT SIGNAGE, ENFORCEMENT, AND CROSSING GUARD ITEMS LISTED IN SEPA MITIGATION
MEASURE #21 SHALL ALSO BE ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA
MITIGATION MEASURE #20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CERTIFICATE OF OCCUPANCY.
9.THE NEIGHBORHOOD COMMUNICATION PLAN LISTED IN SEPA MITIGATION MEASURE #22 SHALL ALSO BE A
COMPONENT ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA MITIGATION MEASURE
#20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
CERTIFICATE OF OCCUPANCY.
LUA17-000052, FINAL PLANNED UNIT DEVELOPMENT FOR
SARTORI ELEMENTARY SCHOOL, ISSUED MARCH 17,2017TED-40-3930R-393002
8/23/2019
TTT
T
T
T
TT
NORTH 4TH STREET
NORTH 3RD STREETPARK AVENUE NORTHPARK AVENUE NORTHGARDEN AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)
(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)NORTH 4TH STREET
(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
OVERALL TESC AND
DEMOLITION PLAN C2.0
1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER
THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL
EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS
DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY
REVIEW THE SITE CONDITIONS AND TO CORRELATE
THESE OBSERVATIONS WITH THE PROJECT WORK AND
INCLUDE ALL NECESSARY DEMOLITION, WHETHER
SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE
BASE BID.
2.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS
CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO
BE ABLE TO COMPLETE ALL THE WORK OF THIS
PROJECT.
3.CONTRACTOR SHALL LEGALLY DISPOSE OFF THE
OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED
MATERIALS, UNLESS INDICATED OTHERWISE.
4.BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS
OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES.
SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL
MATERIALS.
5.REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY
TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL
DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE.
6.SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL
BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE
WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH
WATER TO PREVENT DUST. RUNOFF SHALL NOT BE
CREATED BY SPRAYING. EROSION CONTROL MEASURES
SHALL BE PROVIDED THROUGHOUT CONSTRUCTION.
WHEEL WASHES SHALL BE PROVIDED IF THE NOTED
EROSION CONTROL MEASURES ARE NOT ADEQUATE TO
PREVENT SEDIMENTS FROM ENTERING THE ROW
7.CONTRACTOR SHALL EXCAVATE AND FILL AS
NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND
PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS.
8.PROTECT EXISTING UTILITIES WITHIN THE WORK LIMITS
NOT SPECIFICALLY INDICATED FOR DEMOLITION. RAISE
EXISTING UTILITIES TO FINISHED GRADE. REPLACE ALL
TRAFFIC LOOPS DISTURBED/REMOVED DURING
CONSTRUCTION PER CITY OF RENTON STANDARDS
UNLESS OTHERWISE SHOWN ON PLANS.
9.SEE SHEETS C2.3 AND C2.4 FOR TEMPORARY EROSION
AND SEDIMENT CONTROL NOTES AND DETAILS.
10.CONTRACTOR IS REQUIRED TO USE EXISTING TRUCK
HAUL ROUTES AS NOTED PER CITY OF RENTON
ORDINANCE 5339. ORDINANCE 5339 SPECIFIES THAT
TRUCKS TAKE THE MOST DIRECT ARTERIAL ROUTE TO
OR FROM ONE OF THE DESIGNATED TRUCK ROUTES.
PARK AVENUE N. ADJACENT TO THE SITE IS THE
NEAREST TRUCK ROUTE
11.TESC MEASURES IN PLACE FOR PRIOR CONSTRUCTION
TO REMAIN AND BE MAINTAINED. CONTRACTOR SHALL
ADD TESC MEASURES SHOWN.
12.THE SITE TOPOGRAPHIC SURVEY WAS COMPLETED BY
THE OWNER'S CONSULTANT. PRIOR TO CONSTRUCTION
AND MOVING MATERIAL, THE CONTRACTOR SHALL
REVIEW THE SURVEY AND PROVIDE THE OWNER A
SIGNED LETTER INDICATING THE CONTRACTOR
AGREES WITH THE CONDITIONS NOTED BY THE
SURVEY. IF THE CONTRACTOR DOES NOT AGREE WITH
THE CONDITIONS OF THE SURVEY, THE CONTRACTOR
SHALL COMPLETE AN INDEPENDENT 3RD PARTY
SURVEY AND PROVIDE IT TO THE OWNER FOR REVIEW
PRIOR TO CONSTRUCTION OR MOVING MATERIAL.
13.DEMOLISH AND REPLACE ALL TRAFFIC LOOPS WITHIN
PAVING TO BE DEMOLISHED AND TRAFFIC LOOPS
WITHIN EXISTING PAVING TO REMAIN CONNECTED TO
LOOPS WITH EXISTING PAVEMENT TO BE DEMOLISHED.
14.PRIOR TO DEVELOPMENT ACTIVITIES, THE
CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT
(6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION
FENCING AROUND THE DRIPLINES OF ALL RETAINED
TREES OR AT A DISTANCE SURROUNDING THE
DIAMETER OF THE TREE ONE AND ONE QUARTER FEET
(1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER,
WHICHEVER IS GREATER, OR ALONG THE PERIMETER
OF A TREE PROTECTION TRACT. PLACARDS SHALL BE
PLACE ON FENCING EVERY 50 FEET (50') INDICATING
THE WORDS "NO TRESPASSING - PROTECTED TREE" OR
ON EACH SIDE OF THE FENCING IN LESS THAN FIFTY
FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED
TREES OR GROUPS OF TREES SHALL BE FENCED AND
SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR
(4) SIDES. IN ADDITION THE APPLICANT SHALL PROVIDE
SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES. CERTIFIED ARBORIST OR
LANDSCAPE SHALL MONITOR THE CONSTRUCTION
ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES
DRIPLINES. WRITTEN NEED FOR REMOVAL OR REVISED
LANDSCAPE AND CLEARING GRADING PLANS SHALL BE
REVIEWED AND APPROVED BY CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT
APPROVAL.
GENERAL NOTES
1.ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF RENTON, OWNER, CONTRACTOR, ESC LEAD, AND
ENGINEER. STAKE CLEARING LIMITS PRIOR TO THIS MEETING.
2.POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC LEAD.
3.FENCE CLEARING LIMITS AND TREE PROTECTION AREAS.
4.INSTALL CATCH BASIN SEDIMENT PROTECTION.
5.INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SPECIFIED ON THE ESC PLAN AND/OR
REQUIRED BY THE CITY INSPECTOR.
6.GRADE AND STABILIZE CONSTRUCTION ENTRANCE(S).
7.GRADE AND STABILIZE CONSTRUCTION ROAD(S).
8.CLEAR AND GRUB WITHIN CONSTRUCTION LIMITS.
9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, CHECK DAMS, TEMPORARY SEDIMENT POND,
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10.PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES 5H:1V OR GREATER. ALL FILLS MUST BE IN ACCORDANCE
WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
11.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, NPDES PERMIT AND
EROSION AND SEDIMENT CONTROL REPORT.
12.RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES, SO THAT,
AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY
OF RENTON EROSION AND SEDIMENT CONTROL REQUIREMENTS.
13.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCT 1 TO APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL
BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES.
14.ROUGH GRADE SITE.
15.CONSTRUCT PERMANENT STORMWATER FACILITIES.
16.CONSTRUCT ALL OTHER SITE IMPROVEMENTS.
17.SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
18.UPON SUBSTANTIAL COMPLETION, ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL
MEASURES SHALL REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM THE CITY OR RENTON.
CONSTRUCTION SEQUENCE
SEE SHEET C2.1
SEE SHEET C2.2
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
EXISTING LEGEND:
SURVEY
SET NAIL AND WASHER
FOUND MONUMENT AS NOTED
HUB AND TACK
SET REBAR AND CAP
MISCELLANEOUS
BOLLARD
MAIL BOX
SIGN
FENCE
SANITARY SEWER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
STORM DRAINAGE
STORM CATCH BASIN
STORM MANHOLE
ROOF DRAIN
STORM LINE
NATURAL GAS
GAS METER
GAS VALVE
GAS LINE
TRAFFIC
TRAFFIC SIGNAL POLE
TRAFFIC CABINET
POWER
POWER TRANSFORMER
GUY ANCHOR
UTILITY POWER POLE
ELECTRICAL VAULT
JUNCTION BOX
POWER METER
LUMINAIRE
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
TELEPHONE
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE LINE
WATER
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
IRRIGATION CONTROL VALVE
HOSE BIB
WATER METER
WATER VALVE
WATER VAULT
WATER LINE
TREES
A=APPLE, B=BIRCH, F=FIR,
P=PINE, HA=HAWTHORNE
HO=HOLLY, M=MAPLE,
O=OAK, U= UNKNOWN
SURFACING
CONCRETE
ASPHALT
CONTOUR MAJOR INTERVAL
CONTOUR MINOR INTERVAL
PROPERTY/RIGHT-OF-WAY LINE
NPDES PERMIT # (WA):
WAR304354
CESCL
TO BE PROVIDED BY CONTRACTOR
3TED-40-3930R-393003
8/23/2019
22
2 2
22
2
2
2
2
2
2
2
2
2
2
4
IE: 35.79
IE: 35.00
IE: 35.68
IE: 34.15
IE: 30.97
IE: 34.18
IE: 34.55
IE: 34.02
B
C2.4
A
C2.4
25' 12" DIA D.I. PIPE @ 0.5%
45' 12" DIA CPEP PIPE @ 0.5%
2
T
T
1010
10
10
10
10
10
10
10
4
4
4
4
4
15
4
4
4
IE: 34.20
IE: 34.30
IE: 35.96
IE: 34.75
IE: 35.24
IE: 37.00
EL: 36.89
IE: 32.88
IE: 33.62
EL: 30.89
EL: 36.89
EL: 36.89
EL: 36.89
EL: 30.89
4
4
EL: 36.89
EL: 36.89
EL: 36.89
1212
9
9
9
NORTH 4TH STREET
(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)12
12
12
12
7
12
16
OUTLINE OF PROPOSED SCHOOL
BUILDING. CONTRACTOR TO
DEMOLISH PAVING WITHIN LIMITS
PRIOR TO PILING WORK. PAVING
BEYOND THE OUTLINE MAY
TEMPORARILY REMAIN FOR
STAGING PURPOSES.
19
19
19
19
19
19
19
19
5
18
1
3
1
8
3
3
3
3
1
11
13
6
20
20
20
18
21
21
PROTECT EXISTING STREET LIGHT TO REMAIN
21
21
21
17
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
NORTH TESC AND
DEMOLITION PLAN C2.1
SEE SHEET C2.2
KEY NOTES
SILT FENCE PER COR STD. PLAN 214.00, SEE DETAIL 2, SHEET C2.4
CATCH BASIN FILTER PER COR STD. PLAN 216.30, SEE DETAIL 1, SHEET
C2.3
INTERCEPTOR SWALE PER COR STD. PLAN 217.10, SEE DETAIL 4,
SHEET C2.3
CHECK DAM PER COR STD. PLAN 217.40, SEE DETAIL 3, SHEET C2.3
PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED
APPURTENANCES, TYP.
PROTECT EXISTING STORM DRAIN LINE, TYP.
PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND
ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS.
PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE
ELECTRICAL PLANS.
DEMOLISH EXISTING FENCE.
DEMOLISH EXISTING TREE.
DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE.
DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN.
RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10.
DEMOLISH EXISTING WATER MAIN.
DEMOLISH EXISTING GAS METER.
PROTECT EXISTING SEWER PIPE AND MANHOLE
REMOVE AND RELOCATE EXISTING CROSSWALK SIGNAL, AND
HANDHOLDS. SEE SIGNAL PLANS.
REMOVE AND RELOCATE EXISTING LIGHT POLE. SEE SIGNAL PLANS.
DEMOLISH EXISTING TRAFFIC LOOPS, SEE SHEET C2.0, GEN. NOTE 13,
TYPICAL.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
WORK LIMITS
SILT FENCE (COR STD. PLAN 214.00)
SAWCUT LINE
INTERCEPTOR SWALE (COR STD. PLAN 217.10)
DEMOLISH EXISTING UTILITY
DEMOLISH EXISTING STRUCTURE
CHECK DAM (COR STD. PLAN 217.40)
CATCH BASIN FILTER (COR STD. PLAN 216.30)
DEMOLISH EXISTING ASPHALT *
DEMOLISH EXISTING CONCRETE *
STABILIZED CONSTRUCTION ENTRANCE
(COR STD. PLAN 215.10)
ROCK OUTFALL
DEMOLISH EXISTING TREE
TREE PROTECTION FENCE
*
EXISTING PAVEMENT MAY BE TEMPORARILY LEFT IN PLACE TO MINIMIZE
EROSION, SOIL SATURATION, AND ADDITIONAL STAGING AREAS. INTERCEPTOR
DITCHES SHALL BE INSTALLED IN LOCATIONS TO ACCOMMODATE THE SITE
CONDITIONS, INCLUDING PAVEMENT.
LEGEND
4
C2.3
3
C2.3
1
C2.3
2
C2.4
2
C2.3
3
C2.3
GRIND AND REMOVE EXISTING CROSSWALK.
DEMOLISH CONCRETE INCLUDING
UNDERGROUND COMPONENTS IN THEIR
ENTIRETY, TYPICAL.
DEMOLISH STORM DRAINAGE STRUCTURE.
19
20
21
3
3
3
3
3
3
3TED-40-3930R-393004
3
3
8/23/2019
2
22
22
2
2 4
IE: 36.12
IE: 35.45
IE: 35.60 IE: 35.74
IE: 35.83
IE: 36.26
IE: 36.86
IE: 37.00
IE: 36.69
EL: 37.00
IE: 35.59
C
C2.4
D
C2.4
26' 12" DIA D.I. PIPE @ 0.5%
33' 12" DIA CPEP PIPE @ 0.5%
TTT
TT
NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)4
4
4
4
CONTRACTOR LAYDOWN AREA
SEE SECTION, DETAIL 3, SHEET C2.4
IE: 37.00
IE: 35.67
IE: 36.06
IE: 35.26
IE: 35.70
IE: 33.50
IE: 35.78
IE: 35.36
IE: 34.98
4
4
EL: 37.00
4
EL: 37.00
IE: 33.50
IE: 33.50
IE: 33.50
OUTLINE OF PROPOSED SCHOOL
BUILDING. CONTRACTOR TO
DEMOLISH PAVING WITHIN LIMITS
PRIOR TO PILING WORK. PAVING
BEYOND THE OUTLINE MAY
TEMPORARILY REMAIN FOR
STAGING PURPOSES.
120'
100'
12
12
12
129
18
912712131217
7
12
12
1212
12
12
19
19
19
19
19
19
19
1
33
3
5
1
1
8
14
14
11
26' 12" DIA D.I. PIPE @ 0.5%
15.0'
10
22222222
2117
22
IE: 36.86
16
22
19
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
SOUTH TESC AND
DEMOLITION PLAN C2.2
SEE SHEET C2.1
CONTINUE ABOVE
CONTINUE ABOVECONTINUE BELOW
CONTINUE BELOWSEE SHEET C2.1
LEGEND & KEYNOTES
3
3
3
KEY NOTES
SILT FENCE PER COR STD. PLAN 214.00, SEE DETAIL 2, SHEET C2.4
CATCH BASIN FILTER PER COR STD. PLAN 216.30, SEE DETAIL 1, SHEET
C2.3
INTERCEPTOR SWALE PER COR STD. PLAN 217.10, SEE DETAIL 4,
SHEET C2.3
CHECK DAM PER COR STD. PLAN 217.40, SEE DETAIL 3, SHEET C2.3
PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED
APPURTENANCES, TYP.
PROTECT EXISTING STORM DRAIN LINE, TYP.
PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND
ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS.
PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE
ELECTRICAL PLANS.
DEMOLISH EXISTING FENCE.
DEMOLISH EXISTING TREE.
DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE.
DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN.
RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10.
DEMOLISH EXISTING WATER MAIN.
DEMOLISH EXISTING GAS METER.
PROTECT EXISTING SEWER PIPE AND MANHOLE
REMOVE AND RELOCATE EXISTING CROSSWALK SIGNAL, AND
HANDHOLDS. SEE SIGNAL PLANS.
REMOVE AND RELOCATE EXISTING LIGHT POLE. SEE SIGNAL PLANS.
DEMOLISH EXISTING TRAFFIC LOOPS, SEE SHEET C2.0, GEN. NOTE 13,
TYPICAL.
GRIND AND REMOVE EXISTING CROSSWALK.
DEMOLISH CONCRETE INCLUDING UNDERGROUND COMPONENTS IN
THEIR ENTIRETY, TYPICAL.
DEMOLISH STORM DRAINAGE STRUCTURE.
PROTECT EXISTING TREE TO REMAIN. SEE SHEET C2.0 FOR NOTE 14.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
3 3 3
3
3
3
3TED-40-3930R-393005
3
3
3
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
TESC NOTES AND DETAILS I C2.3
1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE
APPLIED AT THE RATE OF 2 TONS/ACRE.
2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED
SLOPES GREATER THAN 2:1.
3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN
AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON.
4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.
MULCHING NOTES:
HYDROSEEDING NOTES:
1.HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED.
2.HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE
SPECIFICATIONS.
3.APPLICATION TO BE 100 LBS/ACRE.
4.500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40
LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE.
5.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL
REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY
TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR
SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF
PLANTING SCHEDULE.
6.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30,
ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES,
JUTE MAT, CLEAR PLASTIC COVERING.)
7.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL
MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES,
SWALES, LEVEL SPREADERS AND SEDIMENT BASINS.
8.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE,
FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS
ACROSS OR AT RIGHT ANGLES TO THE SLOPE.
9.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS
RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED,
ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS.
10.SEE SPECIFICATIONS FOR HYDROSEED MIXTURES.
1.CONTRACTOR SHALL PERFORM ADDITIONAL
CLEARING TO CONSTRUCT ONSITE AND OFFSITE
IMPROVEMENTS IF NECESSARY.
2.GENERAL CONTRACTOR SHALL PROVIDE AN ESC
SUPERVISOR WHO IS A CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
3.CONTRACTOR SHALL CONFORM TO ALL
REQUIREMENTS OF THE NPDES UNDER THE DOE'S
GENERAL PERMIT FOR STORMWATER DISCHARGE
FROM CONSTRUCTION ACTIVITIES AND THE SWPPP.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
ALL REQUIRED RECORDS.
4.SEE LANDSCAPE PLANS FOR FINAL VEGETATED
SURFACING.
5.RELOCATE EROSION CONTROL MEASURES OR
INSTALL NEW MEASURES SO THAT AS SITE
CONDITIONS CHANGE THE EROSION CONTROL IS
ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY
OF RENTON TESC REQUIREMENTS.
6.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE
OF TESC FACILITIES. CONTRACTOR IS
RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL
FACILITIES INCLUDING BUT NOT LIMITED TO FILTER
FENCE, CATCH BASIN PROTECTION, SWALES,
MULCHING AND SEEDING.
7.CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF
ALL TESC MEASURES AT COMPLETION OF PROJECT.
8.REMOVE EXISTING SOD AND TOPSOIL AS
NECESSARY TO PROVIDE IMPROVEMENTS.
CONTRACTOR SHALL DISPOSE OF EXCESS SOD
OFFSITE.
9.SEDIMENTS TRACKED ONTO PAVED SURFACES
SHALL BE REMOVED BY SWEEPING. SEDIMENTS
SHALL NOT BE WASHED DOWNSTREAM. SPRAY
EXPOSED SOILS WITH WATER TO PREVENT DUST.
RUNOFF SHALL NOT BE CREATED BY SPRAYING.
EROSION CONTROL MEASURES SHALL BE
PROVIDED THROUGHOUT CONSTRUCTION.
GENERAL NOTES: INSPECTION SCHEDULE:
1.ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR
BASIS.
2.THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND
WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE
WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS.
3.THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE
KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS.
EROSION CONTROL NOTES:
1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD
WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN
ENGINEER.
3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE
PLAN(S) 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.
4.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 RIGHT OF WAY DOES NOT OCCUR FOR
THE DURATION OF THE PROJECT.
5.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.
6.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.
7.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.
8.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 30) SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER
METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING,
ETC.).
9.WET SEASON SEASONAL EROSION AND SEDIMENT
CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION
SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30
INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY
THROUGH AN ADJUSTMENT PROCESS.
10.COVER MEASURES WILL BE APPLIED IN CONFORMANCE
WITH APPENDIX D OF THE SURFACE WATER DESIGN
MANUAL.
11.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN
SEVEN (7) DAYS DURING NON WET SEASON.
12.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.
13.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.
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.
15.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1),
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.
16.ALL TESC MEASURES MUST BE REMOVED AFTER
CONSTRUCTION AND SITE IS STABILIZED.
17.DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE
WORKING DAYS SHALL BE STABILIZED WITH COVER
MEASURES EXCEPT DURING THE WET SEASON. DURING
THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO
CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH
COVER MEASURES.
18.STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE
PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS.
19.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED
AREAS SHALL BE STOCKPILED ON SITE.
20.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET
SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON .
21.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS.
22.FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY
STAKES) PER ACRE OF DISTURBANCE SHALL BE
STOCKPILED ON SITE.
23.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION
ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS
UNDERLAIN BY COARSE-GRAINED SOIL.
24.ANY RUNOFF GENERATED BY DEWATERING SHALL BE
REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH
APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE
SAND FILTER SYSTEMS, OR HOLDING TANKS.
1 NOT TO SCALE
CATCH BASIN FILTER (COR STD. PLAN 216.30)
2 NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
(COR STD. PLAN 215.10)3 NOT TO SCALE
CHECK DAM SPACING AND CROSS SECTIONS
(COR STD. PLAN 217.40)4 NOT TO SCALE
INTERCEPTOR SWALE (COR STD. PLAN 217.10)
SOIL NOTES:
A.THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS
SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE
COVERED BY IMPERVIOUS SURFACING OR INCORPORATED INTO A
DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND
NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO
THE MAXIMUM EXTENT FEASIBLE.
B.ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL
BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT
ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE
MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE
WHERE FEASIBLE.
C.THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS
HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL
REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF
MOISTURE HOLDING CAPACITY. THE AMENDMENT SHALL TAKE
PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL
BE A MINIMUM OF 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE
AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY
WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE
PLANTS. SEE LANDSCAPE PLANSTED-40-3930R-393006
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
TESC NOTES AND DETAILS II C2.4
TACK WELD
POLYETHYLENE CAP
PERFORATED POLYETHYLENE
DRAINAGE TUBING, 4" MIN.
DIAMETER. TUBING SHALL
COMPLY WITH ASTM F667 AND
AASHTO M294
3.50'
1 3/4" DEWATERING
ORIFICE. SCH. 40
STEEL STUB.
WATERTIGHT
COUPLING
ELEV = 35.89
1 PRINCIPAL SPILLWAY RISER PIPE
NOT TO SCALE
15"
6'
ELEV = "EMERGENCY OVERFLOW"
ELEV = "TOP OF BERM"
1.0' SPILLWAY DEPTH
NON-WOVEN GEOTEXTILE
FABRIC. MIRAFI 140N OR
EQUIVALENT
1' MIN. THICK RIP-RAP. 4"
TO 8" QUARRY SPALLS
3"
5 EMERGENCY OVERFLOW SPILLWAY
NOT TO SCALE
A SEDIMENT POND - SECTION
NOT TO SCALE
EXISTING
GROUND
1'
6'
BERM6'
BERM
5
1
3
1
5
12%2%
5
1
37.2'
TOP OF PRIMARY CONTROL STRUCTURE = 35.69
EMERGENCY OVERFLOW = 35.89
TOP OF BERM = 36.89
3
1
3
1
5
1
EXISTING GROUND
EXISTING
GROUND
6'
BERM
6'
BERM
NOTE:
1.WIRE BACKED SILT FENCE, STAKED HAY BALES
WRAPPED WITH FILTER FABRIC, OR EQUIVALENT
DIVIDER. LOCATION SHALL DIVIDE TEMPORARY
SEDIMENT POND INTO TWO APPROXIMATELY EQUAL
CELLS.
EMERGENCY
OVERFLOW
2%2%
3
13.0'
BOTTOM OF POND = 30.89
SEE NOTE 1
ELEV.= 32.39
NOTE:
1.REMOVE SPILLWAY
RISER PRIOR TO
INSTALLATION OF FLOW
CONTROL STRUCTURE
RISER.
B SEDIMENT POND - SECTION
NOT TO SCALE
C SEDIMENT POND - SECTION
NOT TO SCALE
4'
TOP OF PRIMARY CONTROL STRUCTURE = 35.70
EMERGENCY OVERFLOW = 36.00
TOP OF BERM = 37.00
3
1
3
1
5
1
EXISTING GROUND
6'
BERM
6'
BERM
EMERGENCY
OVERFLOW
2%2%
3
1
3.0'
BOTTOM OF POND = 33.5
SEE NOTE 1
5
C2.4
EMBANKMENT COMPACTED
95%. PERVIOUS MATERIALS
SUCH AS GRAVEL OR CLEAN
SAND SHALL NOT BE USED.
DEWATERING DEVICE
(SEE RISER DETAIL)
ELEV = 30.89
FLOW CONTROL STRUCTURE
DEWATERING ORIFICE
(SEE RISER DETAIL)
EMBANKMENT COMPACTED
95%. PERVIOUS MATERIALS
SUCH AS GRAVEL OR CLEAN
SAND SHALL NOT BE USED.
ELEV = 33.50
FLOW CONTROL STRUCTURE 1
C2.4
EXISTING
GROUND
BOTTOM OF POND = 33.5
8.8'
6'
BERM6'
BERM
5
1
3
1
5
12%2%
3
1
D SEDIMENT POND - SECTION
NOT TO SCALE
PROVIDE
ADEQUATE
STRAPPING
TOP OF PRIMARY CONTROL STRUCTURE = 35.69
EMERGENCY OVERFLOW = 35.89
TOP OF BERM = 36.89
BOTTOM OF POND = 30.89
TOP OF PRIMARY CONTROL STRUCTURE = 35.70
EMERGENCY OVERFLOW = 36.00
TOP OF BERM = 37.00
20-MIL PVC POND LINER, 6"
BELOW POND SURFACE.
INSTALL 6" OF SUITABLE SOIL
ON TOP OF THE LINER.
20-MIL PVC POND LINER, 6"
BELOW POND SURFACE.
INSTALL 6" OF SUITABLE SOIL
ON TOP OF THE LINER.
20-MIL PVC POND LINER, 6"
BELOW POND SURFACE.
INSTALL 6" OF SUITABLE SOIL
ON TOP OF THE LINER.
20-MIL PVC POND LINER, 6"
BELOW POND SURFACE.
INSTALL 6" OF SUITABLE SOIL
ON TOP OF THE LINER.
2'
MIN
TYP.
EXISTING
GROUND
2'
MIN
TYP.
EXISTING
GROUND
2'
MIN
TYP.
EXISTING
GROUND
2'
MIN
TYP.2"NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
4 CONTRACTOR LAYDOWN AREA SECTION
NOT TO SCALE
CRUSHED SURFACING BASE
COURSE PER WSDOT 9.03-9(3)10"SUBGRADE
QUARRY SPALLS
GEOGRID
8" CORRUGATED
METAL RISER
2 NOT TO SCALE
SILT FENCE (COR STD. PLAN 214.00)
3
SEDIMENT POND PLAN VIEW AND CROSS
SECTIONS (COR STD. PLAN 216.00)
NOT TO SCALE
EMERGENCY OVERFLOW WATER SURFACE
5
C2.4
1
C2.4
1
C2.4
1
C2.4
NOTE:
1.WIRE BACKED SILT FENCE, STAKED HAY
BALES WRAPPED WITH FILTER FABRIC, OR
EQUIVALENT DIVIDER. LOCATION SHALL
DIVIDE TEMPORARY SEDIMENT POND INTO
TWO APPROXIMATELY EQUAL CELLS.
MINIMUM SURFACE AREA 458 SF
MINIMUM
SURFACE
AREA 1,893 SFTED-40-3930R-393007
3
3
3
8/23/2019
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS 37363
73838
38
37373737373737373739 3738373
8 363738373838
37
363738SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
OVERALL GRADING AND
DRAINAGE PLAN C3.0
SEE SHEET C3.1
SEE SHEET C3.2
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
1.SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE FEATURES.
2.FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE DETAIL 4 ON SHEET C7.1.
3.ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009
DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
4.SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS
WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SPECIFICATIONS FOR TOPSOIL AND
MULCH DEPTHS.
5.MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE
PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
6.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES.
CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR.
7.SEE SHEET C7.2 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE.
8.FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES.
9.ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
10.ALL FOOTING DRAINS SHALL BE 6 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING DRAINS SHALL
CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 1 ON SHEET C7.3.
11.ROOF DRAIN LINES SHALL BE 8-INCH PIPE MINIMUM AT A MINIMUM 1 PERCENT SLOPE UNLESS OTHERWISE
INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST TO STORM DRAINS. ALL ROOF
DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN. PROVIDE AS-BUILTS TO OWNER. SEE
ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. SEE MECHANICAL PLANS FOR
EXACT LOCATION AND NUMBER OF ROOF LEADERS. STORM DRAIN CLEANOUTS PER DETAIL 2 ON SHEET C7.2.
DOWNSPOUT CONNECTION PER DETAIL 2 ON SHEET C7.3.
12.ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE.
13.FINISHED ELEVATION GRADE SHALL BE 6" BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE INDICATED.
14.SEE C6.X SERIES FOR ALL OFFSITE STORM DRAINAGE.
15.CATCH BASIN TYPE 1 PER CITY OF RENTON STANDARD PLAN 200.00, SEE DETAIL 1 ON SHEET C7.13.
16.CATCH BASIN TYPE 2 PER CITY OF RENTON STANDARD PLAN 201.00, SEE DETAIL 2 ON SHEET C7.13.
17.CATCH BASIN INSTALLATION PER CITY OF RENTON STANDARD PLAN 202.00, SEE DETAIL 3 ON SHEET C7.13.
18.RECTANGULAR FRAME PER CITY OF RENTON STANDARD PLAN 204.00, SEE DETAIL 4 ON SHEET C7.13.
19.RECTENGULAR SOLID COVER PER CITY OF RENTON STANDARD PLAN 204.10, SEE DETAIL 1 ON SHEET C7.14.
20.ALL ONSITE TYPE 1 CATCHBASINS SHALL HAVE HERRINGBONE GRATES UNLESS OTHERWISE INDICATED.
RECTANGULAR HERRINGBONE GRATE PER CITY OF RENTON STANDARD PLAN 204.40, SEE DETAIL 2 ON SHEET
C7.14. ALL OFFSITE TYPE 1 CATCHBASINS SHALL HAVE RECTANGULAR VANED GRATES UNLESS OTHERWISE
INDICATED. RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD PLAN 204.20, SEE DETAIL 4, C7.7.
21.STORM ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50, SEE DETAIL 3 ON SHEET C7.14.
22.MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES PER CITY OF RENTON STANDARD PLAN 204.60, SEE 4
DETAIL 4 ON SHEET C7.14.
23.PROVIDE BACKWATER CHECK VALVES WITH CAST IRON LID ON ALL STORM DRAINAGE OUTFALL PIPES FOR ALL
WATER AND ELECTRICAL VAULTS.
24.PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 3. SHEET C7.2.
25.PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN
LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIPLINES OF ALL RETAINED TREES OR AT A DISTANCE
SURROUNDING THE DIAMETER OF THE TREE ONE AND ONE QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF
TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS
SHALL BE PLACE ON FENCING EVERY 50 FEET (50') INDICATING THE WORDS "NO TRESPASSING - PROTECTED
TREE" OR ON EACH SIDE OF THE FENCING IN LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY
PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED
ON FOUR (4) SIDES. IN ADDITION THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR
TRUCKS ARE MOVING NEAR TREES. CERTIFIED ARBORIST OR LANDSCAPE SHALL MONITOR THE CONSTRUCTION
ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES DRIPLINES. WRITTEN NEED FOR REMOVAL OR REVISED
LANDSCAPE AND CLEARING GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
GENERAL NOTES: NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET
LEGEND:
STORM CATCH BASIN
STORM MANHOLE
ROOF DOWNSPOUT
STORM DRAINAGE CLEANOUT
GRADE BREAK
STORM LINE
LARGE DIAMETER DETENTION PIPE
ROOF DRAIN LINE
FOOTING DRAIN LINE
TRENCH DRAIN
CONTOUR LINE
PROPERTY/RIGHT-OF-WAY LINE
DS
XXX
SARTORI
ELEMENTARY
SCHOOL
FFE=38.85
FFE=38.50
SEE SHEET C6.7SEE SHEET C6.7
TED-40-3930R-393008
8/23/2019
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)DS
DS
DS
DS
DS
DS
DS 37363
73838
38
3737373737SDCB 9
SDCB 10
SDCB 1
SDCB 17
SDCB 3
SDCB 20
SDCB 12
SDCB 16
SDCB 13
SDCB 4
SDCB 18
SDCB 2
SDCB 8
FF: 38.85
FG: 37.31
FG: 37.16
FG: 37.67
FG: 37.68
FG: 37.51
FG: 37.07
FG: 37.28
FG: 37.22
FG: 37.15
FG: 36.69
FG: 37.08
FG: 36.92
FG: 36.15
FG: 36.66FG: 37.54
FG: 37.59
FG: 36.51
FG: 36.52
FG: 36.29
FG: 35.18
FG: 36.46FG: 36.37
FG: 35.78
FG: 35.87
FG: 36.51
FG: 36.59
FG: 37.64
FG: 38.05
FG: 37.97
FG: 37.64
FG: 37.16FG: 38.48
FG: 38.09
FG: 38.04
FG: 38.92
FG: 37.46
FG: 38.58
FG: 37.40
FG: 38.38
FG: 38.13
FG: 37.94
FG: 38.83
FG: 38.83
FG: 38.83
FG: 37.59
FG: 38.19
FG: 37.63
FG: 37.48
FG: 37.55
FG: 36.85
FG: 36.85
FG: 37.90
FG: 37.29
FG: 36.62
2 DETENTION
SYSTEM 1
3
DETENTION
SYSTEM 3
1
1
1
1 1
8
9
5
FG: 37.61FG: 37.83
FG: 38.37
FG: 37.54
FG: 38.68
FG: 38.68
FG: 38.48 373
8373
8 36
373837FG: 37.90
1.50%1.50%1.82%
2.
2
2
%
2.
3
4
%
1.59
%
1.42%
1.14%3.70%7.80%
A
B
C
D
1.89%
FG: 37.25
FG: 37.52
P 2P 1
P
2
4
P 6P 26P 12
P 15
P 11
P 20
P 19P 18
P 14
P 13
P 44
SDCB 44
P 45
SDCB 45
FG: 38.65
FG: 37.99
FG: 38.17
FG: 37.95
FG: 38.16
FG: 37.13 FG: 36.85
FG: 36.85
FG: 36.85
FG: 36.90
FG: 36.85FG: 38.06
FG: 37.90
FG: 37.35
FG: 35.86
FG: 36.00FG: 37.78
FG: 37.71
FG: 36.85
FG: 36.68
FG: 36.38P 3P 42
SDCB 40
36
373837
3836SDCB 51
SDCB 50
SDCB 48
SDCB 47
FG: 37.65
38
383838377
FG: 36.99
FG: 37.10
FG: 37.17
FG: 37.29
FG: 36.38
FG: 36.50
FG: 37.11
7
FG: 36.42
FG: 36.49 FG: 37.47
FG: 38.47
FG: 37.39
10
FG: 38.65
FG: 38.65
37381.10%FG: 37.85
TC: 38.35
FG: 38.50
FG: 37.78
FG: 39.211.92%1.18%FG: 37.61 FG: 37.72
TC: 38.33
FG: 38.56
1.83%
FG: 36.55FG: 37.26
FG: 36.85
FG: 36.85
FG: 37.29 FG: 36.85
FG: 38.05
10
10
11
37
38376
4" IE: 34.92
P 69
6" IE: 31.83
P 68
FG: 35.56
FG: 35.56
FG: 35.18
6" IE = 33.50
12
12
FG: 35.42
FG: 35.67
FG: 35.42
FG: 35.67
14
14
16
16
16
16
16
16
P 70
P
7
2
P 73
P 74
37
6" IE: 32.21 13
13
4
4
4
4
15
15
15
SDCB 76
CB TYPE 1
SOLID LID
RIM: 36.39
IE: 31.98 12" (SE)
IE: 31.98 12" (E)
IE: 31.98 12" (W)
IE: 32.22 12" (NE)
IE: 32.22 12" (W)SDCB 22
IE: 32.34 (SW)
P 86
P 83P 85
P
8
7
SDCB 77
48" TYPE 2 CB
SOLID LID
RIM: 36.54
IE: 30.60 12" (SE)
IE: 30.60 12" (NW)
IE: 30.60 12" (E)P 63P 8
4
SDCB 24
IE: 30.43
STORM PIPE TABLE
NAME
P 1
P 2
P 3
P 6
P 11
P 12
P 13
P 14
P 15
P 18
P 19
P 20
P 24
P 26
P 42
DETAILS
64 LF 12" PVC @ 0.50%
75 LF 12" PVC @ 0.50%
139 LF 12" PVC @ 0.50%
30 LF 8" PVC @ 2.87%
78 LF 8" PVC @ 0.98%
79 LF 8" PVC @ 0.50%
58 LF 8" PVC @ 0.50%
79 LF 12" PVC @ 0.50%
61 LF 8" PVC @ 0.50%
75 LF 8" PVC @ 0.50%
65 LF 8" PVC @ 0.50%
56 LF 8" PVC @ 0.51%
23 LF 12" CPEP @ 0.66%
296 LF 8" CPEP @ 0.50%
66 LF 8" PVC @ 0.50%
STORM PIPE TABLE
NAME
P 44
P 45
P 63
P 68
P 69
P 70
P 72
P 73
P 74
P 83
P 84
P 85
P 86
P 87
DETAILS
29 LF 8" PVC @ 0.60%
38 LF 8" PVC @ 5.42%
37 LF 12" DIP @ 0.51%
6 LF 6" PVC @ 1.00%
9 LF 4" PVC @ 1.54%
3 LF 6" PVC @ 1.00%
75 LF 6" PVC @ 2.59%
8 LF 6" PVC @ 2.00%
7 LF 6" PVC @ 2.00%
24 LF 12" CPEP @ 0.50%
19 LF 12" CPEP @ 0.52%
48 LF 12" CPEP @ 0.50%
275 LF 12" CPEP @ 0.50%
34 LF 12" CPEP @ 0.50%
STORM STRUCTURE TABLE
STRUCTURE NAME
SDCB 1
60" TYPE 2 CB
SOLID LID
N 181135.12
E 1302089.12
SDCB 2
CB TYPE 1
SOLID LID
N 181134.73
E 1302153.50
SDCB 3
48" TYPE 2 CB
SOLID LID
N 181134.28
E 1302228.56
SDCB 4
CB TYPE 1
N 180994.82
E 1302226.32
SDCB 8
48" TYPE 2 CB
N 181050.01
E 1302043.81
SDCB 9
CB TYPE 1
N 180957.44
E 1302157.61
SDCB 10
CB TYPE 1
N 180878.26
E 1302156.43
SDCB 12
CB TYPE 40
N 180916.04
E 1302225.14
SDCB 13
CB TYPE 40
N 180855.23
E 1302224.19
SDCB 16
CB TYPE 40
N 180849.94
E 1302378.52
STRUCTURE DETAILS
RIM = 36.68
IE = 30.75 (12" E)
IE = 30.75 (12" NW)
IE = 30.75 (36" SW)
RIM = 35.80
IE = 31.07 (12" W)
IE = 31.07 (12" E)
IE = 31.07 (8" N)
IE = 31.57 (6" SE)
RIM = 36.83
IE = 31.45 (12" W)
IE = 31.45 (12" S)
IE = 31.45 (8" E)
RIM = 36.35
IE = 32.15 (12" N)
IE = 32.15 (8" SW)
IE = 32.15 (12" S)
RIM = 38.13
IE = 31.60 (8" NE)
IE = 31.60 (8" S)
IE = 31.77 (6" W)
RIM = 37.00
IE = 32.92 (8" NE)
IE = 32.92 (8" S)
IE = 32.92 (8" W)
IE = 34.90 (6" E)
RIM = 37.00
IE = 33.32 (8" N)
IE = 33.32 (8" S)
IE = 33.32 (8" NW)
IE = 35.50 (6" E)
RIM = 36.49
IE = 32.54 (12" N)
IE = 32.54 (8" S)
RIM = 36.35
IE = 32.84 (8" N)
IE = 32.84 (8" S)
RIM = 36.50
IE = 33.81 (8" N)
STORM STRUCTURE TABLE
STRUCTURE NAME
SDCB 17
CB TYPE 40
N 180925.09
E 1302379.40
SDCB 18
CB TYPE 40
N 180990.33
E 1302380.20
SDCB 20
60" TYPE 2 CB
SOLID LID
N 181127.64
E 1302356.36
SDCB 40
CB TYPE 1
SOLID LID
N 181133.88
E 1302294.53
SDCB 44
CB TYPE 1
N 180967.18
E 1302130.00
SDCB 45
CB TYPE 1
N 180907.67
E 1302132.29
SDCB 47
54" TYPE 2 CB
SOLID LID
N 181076.12
E 1302057.68
SDCB 48
48" TYPE 2 CB
SOLID LID
N 181041.44
E 1302350.36
SDCB 50
48" TYPE 2 CB
SOLID LID
N 181041.44
E 1302356.36
SDCB 51
48" TYPE 2 CB
SOLID LID
N 181053.44
E 1302362.36
STRUCTURE DETAILS
RIM = 36.50
IE = 33.43 (8" S)
IE = 33.43 (8" N)
RIM = 36.30
IE = 33.10 (8" S)
IE = 33.10 (8" NW)
RIM = 36.49
IE = 32.08 (24" S)
IE = 32.08 (12" NW)
RIM = 35.63
IE = 31.78 (8" N)
IE = 31.78 (8" W)
RIM = 37.83
IE = 33.10 (8" E)
IE = 33.77 (6" W)
RIM = 37.76
IE = 35.38 (8" SE)
RIM = 38.09
IE = 30.75 (8" SW)
IE = 30.75 (36" NE)
RIM = 37.76
IE = 32.08 (24" N)
RIM = 37.84
IE = 32.08 (24" N)
IE = 32.81 (8" SE)
RIM = 37.76
IE = 32.08 (24" N)
36.56
IE = 33.56 (8" E)
37.07
32.98
32.97
33.06 NW
34.96 SE
37.06
33.40
33.38
33.65
35.69 NE
36.54
30.74
30.64
35.82
31.04
31.11
32.18
31.17
31.42
31.42
32.21
32.21
36.45
37.86
31.51
31.51
31.61 8" NW
36.41
32.90
32.90
36.58
33.87
IE = 34.18 (8" E)
36.57
35.35
31.83
31.80
36.33
33.13
33.13
36.56
31.96
37.85
33.16 SE
33.57
37.77
35.44
38.14
30.89
30.75
37.41
32.03
37.81
32.09
37.78
0.47%
0.54%
2.07%
0.54%
0.47%
0.41%
0.60%
0.55%
0.48%
0.57%
0.52%
0.53%
3.45%
4.71%
0.38%
0.46%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NORTH GRADING AND
DRAINAGE PLAN C3.1
N
MATCH LINE - SEE SHEET C3.2
KEYNOTES
CURB DRAINAGE OPENINGS AT PARKING ISLAND,
SEE DETAIL 10 ON SHEET C7.8.
60 LF 42" Ø DETENTION PIPE.
228 LF 36" Ø DETENTION PIPE.
ACCESS RISERS.
RIM A= 37.52
RIM B= 37.16
RIM C= 37.25
RIM D= 37.34
CONNECT ROOF DRAIN TO STORM DRAINAGE PIPE WITH A "WYE"
CONNECTIONS.
IE: 31.76
STORM DRAIN CLEANOUT TYPICAL.
CONTROL MANHOLE.
CONTECH FILTERRA LONG SIDE CURB INLET (6'x12') ALTERNATE
ORIENTATION, SEE SHEET C7.4.
TOP SLAB=36.31
GUTTER=35.56
IE=32.27
CONTECH FILTERRA LONG SIDE CURB INLET (6'x10') ALTERNATE
ORIENTATION, SEE SHEET C7.4.
TOP SLAB=35.93
GUTTER=35.18
IE=31.89
SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL
ELEVATIONS.
4" SOLID PVC FOOTING DRAIN @ 1.0% MIN.
CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA
INLET PER SHEET C7.4
PROVIDE A SUMP PUMP IN THE BOTTOM OF THE DDCV DISCHARGING TO
THE STORM DRAINAGE SYSTEM. PROVIDE A DOWNSTREAM CHECK VALVE.
SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION.
6" BACKWATER CHECKVALVE WITH CAST IRON LID, FULLY ACCESSIBLE
AND EASILY REMOVED FOR MAINTENANCE AND CLEANING.
PROVIDE URBAN ACCESSORIES STANDARD ADA COVER.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
2
C7.1
5
C7.1
2
C7.1
5
C7.1
1
C7.1
1
C7.2
2
C7.2
GRAPHIC SCALE
0 20
1" = 20 FEET
10
SEE SHEET C3.3
TED-40-3930R-393009
8/23/2019
NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS 37373737SDCB 30
SDCB 29
SDCB 11
SDCB 33
SDCB 26
SDCB 15SDCB 14
SDCB 32
39
FF: 38.50
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83
FG: 38.83 FG: 38.83
FG: 38.83
FG: 38.83
FG: 37.57
FG: 38.22
FG: 37.90
FG: 36.85 FG: 36.85
FG: 37.03
FG: 38.48
FG: 38.52
FG: 38.98
FG: 38.38
FG: 38.35
FG: 38.46
FG: 38.62
FG: 38.54
FG: 38.71
FG: 38.90
FG: 38.88
FG: 38.37
FG: 39.08
FG: 38.43
FG: 37.50
FG: 37.91
FG: 37.53
FG: 38.42
FG: 38.36
FG: 37.69
FG: 37.90
FG: 38.06
FG: 38.44
FG: 38.44FG: 37.69
FG: 38.30FG: 38.37 FG: 38.52
FG: 38.09
FG: 38.48
FG: 38.50
11
7
1
2 E4
FF: 38.85
FG: 37.90
FG: 37.49
FG: 38.32
2.04
%383.43%3.19%1.61%38
GB 3.54%2.26%1.84
%2.02%
5
5
P 17
P 28
P 29
P 25
P 16
P 46
SDCB 46
FG: 37.86
FG: 38.60
FG: 38.81
FG: 38.33
FG: 38.71
FG: 38.69
FG: 38.33
FG: 38.34FG: 38.79
FG: 38.52
FG: 38.83
FG: 37.50
FG: 37.66
FG: 37.50
FG: 37.90
FG: 38.38
FG: 38.45
FG: 38.28 FG: 38.28
FG: 37.51
P 43 DETENTION
SYSTEM 2
8
FG: 38.83
P 55
P 34
P 37
SDCB 53
10
10
FG: 38.28FG: 37.15
FG: 38.24FG: 37.21
FG: 36.95
FG: 38.33
FG: 38.15
FG: 38.71
FG: 38.70
FG: 38.81
FG: 38.81
FG: 38.65
FG: 38.45 FG: 38.14 FG: 38.22 FG: 38.30
FG: 38.81FG: 38.64FG: 38.45
FG: 39.78
FG: 38.52
FG: 37.84 FG: 37.80
FG: 36.90 FG: 37.54
FG: 37.64
FG: 37.56
FG: 36.85
FG: 37.29
FG: 36.85
P 3
5
383837 37IE: 33.15
IE: 32.44 3939
39
39 39SDCB 25
12" IE: 34.73
IE: 29.35 (N)
FG: 37.48FG: 37.48
FG: 37.52
FG: 37.48 FG: 37.48
FG: 37.49
9
6
11
11
FG: 37.20 FG: 36.95
FG: 37.20
12 12
2 F
13
13131313
MIN. COVER 2'
MIN.
COVER 2'
FG: 38.45
IE = 37.78
STORM PIPE TABLE
NAME
P 16
P 17
P 25
P 28
P 29
P 34
P 35
P 37
P 43
P 46
P 55
DETAILS
103 LF 8" PVC @ 0.50%
155 LF 8" PVC @ 0.50%
52 LF 12" CPEP @ 3.15%
24 LF 8" PVC @ 9.06%
56 LF 12" CPEP @ 3.99%
28 LF 8" PVC @ 0.70%
27 LF 8" PVC @ 0.86%
11 LF 8" PVC @ 0.57%
21 LF 8" PVC @ 2.43%
33 LF 8" PVC @ 5.24%
40 LF 6" PVC @ 3.32%
STORM STRUCTURE TABLE
STRUCTURE NAME
SDCB 11
CB TYPE 1
N 180820.43
E 1302163.34
SDCB 14
CB TYPE 1
N 180752.39
E 1302222.58
SDCB 15
CB TYPE 1
N 180750.20
E 1302377.18
SDCB 25
CB TYPE 1
N 180719.70
E 1302001.10
SDCB 26
48" TYPE 2 CB
N 180754.36
E 1302040.12
SDCB 29
CB TYPE 1
SOLID LID
N 180616.94
E 1302231.84
SDCB 30
60" TYPE 2 CB
SOLID LID
N 180595.49
E 1302106.08
SDCB 32
CB TYPE 1L
N 180583.88
E 1302043.74
STRUCTURE DETAILS
RIM = 37.00
IE = 33.61 (8" N)
IE = 33.61 (8" W)
IE = 34.90 (6" E)
RIM = 36.35
IE = 33.35 (8" N)
IE = 33.35 (8" E)
RIM = 36.35
IE = 34.12 (8" W)
RIM = 36.61
IE = 34.73 (12" NE)
RIM = 38.28
IE = 33.08 (12" SW)
IE = 33.08 (8" N)
IE = 33.41 (4" E)
IE = 33.08 (8" S)
RIM = 38.17
IE = 33.75 (8" S)
IE = 33.75 (8" NE)
IE = 33.75 (8" SE)
RIM = 38.05
IE = 31.60 (12" S)
IE = 31.60 (36" E)
IE = 35.10 (6" N)
RIM = 37.65
IE = 36.61 (6" E)
IE = 36.61 (6" N)
STORM STRUCTURE TABLE
STRUCTURE NAME
SDCB 33
CB TYPE 1
N 180582.35
E 1302135.60
SDCB 46
CB TYPE 1
N 180832.26
E 1302133.02
SDCB 53
54" TYPE 2 CB
SOLID LID
N 180593.21
E 1302232.10
STRUCTURE DETAILS
RIM = 37.87
IE = 36.07 (6" W)
IE = 32.50 (8" N)
RIM = 37.72
IE = 35.32 (8" E)
RIM = 38.01
IE = 31.60 (8" N)
IE = 31.60 (36" W)
37.20
33.65
34.20
34.93
36.38
34.27
IE = 34.46 (8" S)
38.29
33.09
33.09
33.39 6"
33.09
36.42
34.54
38.06
31.51
35.06
37.47
36.03
36.20
38.14
33.84
33.89
33.89
37.99
31.59
31.59
37.84
35.95
33.19
37.73
35.35
CB
COVERED
2.79%
9.375%
0.80%
3.48%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SOUTH GRADING AND
DRAINAGE PLAN C3.2
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C3.1
KEYNOTES
120 LF 48" Ø DETENTION PIPE.
ACCESS RISER.
RIM E = 37.90
RIM F = 37.62
STORM DRAIN CLEANOUT.
CONTROL MANHOLE.
TRENCH DRAIN WITH SLOPED BOTTOM BEGIN TRENCH DRAIN 4' SOUTH
OF BUILDING CORNER.
CONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=38.00
GUTER=37.25
IE=33.95
CONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=38.02
GUTTER=37.27
IE=33.98
CONTECH FILTERRA SHORT SIDE CURB INLET (4'x4') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=37.70
GUTTER=36.95
IE=33.66
SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION
SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS.
CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER
SHEET C7.4
PROVIDE URBAN ACCESSORIES STANDARD ADA COVER.
PROTECT EXISTING TREE TO REMAIN. SEE SHEET C3.0 FOR GENERAL NOTE 25.
PROVIDE ROOF DRAIN WITH 0.5% SLOPE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
2
C7.1
5
C7.1
1
C7.1
1
C7.2
2
C7.2
SEE SHEET C3.3
SEE SHEET C3.3
5
C7.3TED-40-3930R-393010
14 END
14 BEGIN
8/23/2019
DS
FG: 38.83 FG: 38.83
38
FG: 38.52
FF: 38.85
FG: 38.83
FG: 38.51
FG: 38.40
FG: 38.12
FG: 38.62
FG: 38.79
FG: 38.29
FG: 38.17
FG: 38.00
FG: 37.80
FG: 37.47
FG: 37.93
FG: 37.84
FG: 37.80
FG: 37.87
FG: 38.05
FG: 38.85
FG: 38.77
FG: 37.87
FG: 38.05
FG: 38.24 FG: 38.29FG: 38.03
FG: 37.73
FG: 37.55FG: 37.58
FG: 37.66
FG: 37.64
FG: 38.00
FG: 37.56
FG: 37.48
FG: 38.10
FG: 38.36
FG: 38.45
FG: 36.46
FG: 36.37
FG: 35.78 FG: 35.87
1
.49%
NORTH 4TH STREET
(PUBLIC RIGHT-OF-WAY)
36
37
FG: 36.23
FG: 36.10
FG: 36.63
FG: 36.73
FG: 36.16
FG: 36.31FG: 36.38
FG: 36.23FG: 36.28
FG: 36.44
FG: 36.93
FG: 36.83
FG: 35.80 FG: 36.83
FG: 36.33
FG: 36.35
TC: 36.72 TC: 36.55
TC: 36.73TC: 36.94
FG: 36.19 FG: 35.67 FG: 35.60 FG: 36.00
NORTH 3RD STREET
FG: 38.44
FG: 38.37 FG: 38.52
FG: 38.45
FG: 38.28 FG: 38.28
NORTH 3RD STREET
(PUBLIC RIGHT-OF-WAY)
FG: 38.19 FG: 38.63
FG: 38.77
FG: 38.14FG: 38.33
FG: 38.49
FG: 37.75
FG: 37.76
FG: 37.71
FG: 38.32
TC: 38.60
TC: 38.20
FG: 38.50 TC: 38.78
FG: 38.14
FG: 38.32
FG: 38.16
FG: 38.24
FG: 38.31
FG: 38.14
TC: 38.41
TC: 38.60
TC: 38.49
TC: 38.30
TC: 38.32
TC: 38.30
TC: 37.93
TC: 37.92
TC: 38.66
DEPRESSED CURB 6
C7.9
DEPRESSED CURB6
C7.9
TC: 38.29FG: 37.80
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
ENLARGED GRADING DETAILS C3.3
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
1.SEE SHEETS C3.1 AND C3.2 FOR STORM DRAINAGE INFORMATION.
NOTES:
LEGEND:
CONCRETE SCORING
SEE LANDSCAPE ARCHITECTS PLANS
A
C3.3
1 NOT TO SCALE
SECTION A
DEPRESSED CURBDEPRESSED CURB6
C7.9
6
C7.9
20.0'12.0'20.0'
DETECTABLE WARNING
SURFACE PER WSDOT
STD.PLAN F-40.15-02(TYP)TED-40-3930R-393011
8/23/2019
25
30
35
40
25
30
35
40
36.6836.3636.0835.5136.2636.6936.6836.2335.77N 181133.88
E 1302294.53
IE: 31.78 8" (N)
IE: 31.78 8" (W)
RIM: 35.63
SDCB 40
CB TYPE 1
SOLID LID
66 LF 8" @ 0.50%
N 181134.28
E 1302228.56
IE: 31.45 12" (W)
IE: 31.45 12" (S)
IE: 31.45 8" (E)
RIM: 36.83
SDCB 3
48" TYPE 2 CB
SOLID LID
75 LF 12" @ 0.50%
N 181134.73
E 1302153.50
IE: 31.07 12" (W)
IE: 31.07 12" (E)
IE: 31.07 8" (N)
IE: 31.57 6" (SE)
RIM: 35.80
SDCB 2
CB TYPE 1
SOLID LID
64 LF 12" @ 0.50%
N 181168.55
E 1302043.04
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
RIM: 35.43
SDCB 24
CB TYPE 1
N 181179.28
E 1302025.70
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
RIM: 35.73
SDCB 37
48" TYPE 2 CB
SOLID LID
EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
23 LF 12" @ 0.66%
20 LF 12"
@ 0.50%
EXISTING GRADE
@ PIPE CENTERLINE
FINISHED GRADE
@ PIPE CENTERLINE
EXIST. 8"
SEWER
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=5'
1 URBAN ACCESSORIES STANDARD ADA COVER
PROVIDE ETHOFOAM PAD AT CROSSING
KEYNOTE
N 181135.12
E 1302089.12
IE: 30.75 12" (E)
IE: 30.75 12" (NW)
IE: 30.75 36" (SW)
RIM: 36.68
SDCB 1
60" TYPE 2 CB
SOLID LID
34 LF 12" @ 0.50%
N 181148.21
E 1302070.62
IE: 30.60 12" (SE)
IE: 30.60 12" (NW)
IE: 30.60 12" (E)
RIM: 36.54
SDCB 77
48" TYPE 2 CB
SOLID LID
2
B
25
30
35
40
25
30
35
40
36.8337.2938.0638.0938.4238.1236.5637.0536.7336.4636.8936.4436.9037.6037.0436.5036.6136.9737.3337.3036.9136.53EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
EXISTING GRADE
@ PIPE CENTERLINE
FINISHED GRADE
@ PIPE CENTERLINE
139 LF 12" @ 0.50%
N 180750.20
E 1302377.18
IE: 34.12 8" (W)
RIM: 36.35
SDCB 15
CB TYPE 1
155 LF 8" @ 0.50%
N 180752.39
E 1302222.58
IE: 33.35 8" (N)
IE: 33.35 8" (E)
RIM: 36.35
SDCB 14
CB TYPE 1
103 LF 8" @ 0.50%
N 180855.23
E 1302224.19
IE: 32.84 8" (N)
IE: 32.84 8" (S)
RIM: 36.35
SDCB 13
CB TYPE 40
61 LF 8" @ 0.50%
N 180916.04
E 1302225.14
IE: 32.54 12" (N)
IE: 32.54 8" (S)
RIM: 36.49
SDCB 12
CB TYPE 40
79 LF 12" @ 0.50%
N 180994.82
E 1302226.32
IE: 32.15 12" (N)
IE: 32.15 8" (SW)
IE: 32.15 12" (S)
RIM: 36.35
SDCB 4
CB TYPE 1
N 181134.28
E 1302228.56
IE: 31.45 12" (W)
IE: 31.45 12" (S)
IE: 31.45 8" (E)
RIM: 36.83
SDCB 3
48" TYPE 2 CB
SOLID LID
1
1
1
1
1
25
30
35
40
25
30
35
40
36.6837.2337.7638.2337.9637.1037.9737.8037.8437.8537.8637.8637.8938.0538.2938.3137.74EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
FINISHED GRADE
@ PIPE CENTERLINE EXISTING GRADE
@ PIPE CENTERLINE
N 181135.12
E 1302089.12
IE: 30.75 12" (E)
IE: 30.75 12" (NW)
IE: 30.75 36" (SW)
RIM: 36.68
SDCB 1
60" TYPE 2 CB
SOLID LID
N 180719.70
E 1302001.10
IE: 34.73 12" (NE)
RIM: 36.61
SDCB 25
CB TYPE 1
52 LF 12" @ 3.1
5
%
N 180754.36
E 1302040.12
IE: 33.08 12" (SW)
IE: 33.08 8" (N)
IE: 33.41 4" (E)
IE: 33.08 8" (S)
RIM: 38.28
SDCB 26
48" TYPE 2 CB
N 181050.01
E 1302043.81
IE: 31.60 8" (NE)
IE: 31.60 8" (S)
IE: 31.77 6" (W)
RIM: 38.13
SDCB 8
48" TYPE 2 CB
30 LF 8" @ 2.87%
N 181076.12
E 1302057.68
IE: 30.75 8" (SW)
IE: 30.75 36" (NE)
RIM: 38.09
SDCB 47
54" TYPE 2 CB
SOLID LID
60 LF 42" @ 0.00%
PROPOSED
ELECTRICAL
DUCT BANK
296 LF 8" @ 0.50%
PROP. 8"
WATER 6"
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
STORM DRAINAGE
PROFILES I C3.4TED-40-3930R-393012
8/23/2019
25
30
35
40
25
30
35
40
36.6036.6037.0537.4537.7837.8236.8636.4637.2336.5236.9837.0836.52EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
FINISHED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
N 180849.94
E 1302378.52
IE: 33.81 8" (N)
RIM: 36.50
SDCB 16
CB TYPE 40
75 LF 8" @ 0.50%
N 180925.09
E 1302379.40
IE: 33.43 8" (S)
IE: 33.43 8" (N)
RIM: 36.50
SDCB 17
CB TYPE 40
65 LF 8" @ 0.50%
N 180990.33
E 1302380.20
IE: 33.10 8" (S)
IE: 33.10 8" (NW)
RIM: 36.30
SDCB 18
CB TYPE 40
56 LF 8" @ 0.51%
N 181041.44
E 1302356.36
IE: 32.08 24" (N)
IE: 32.81 8" (SE)
RIM: 37.84
SDCB 50
48" TYPE 2 CB
SOLID LID
80 LF 36" @ 0.00%
N 181127.64
E 1302356.36
IE: 32.08 24" (S)
IE: 32.08 12" (NW)
RIM: 36.49
SDCB 20
60" TYPE 2 CB
SOLID LID
N 181151.48
E 1302415.39
IE: 32.34 12" (SW)
RIM: 35.38
SDCB 22
CB TYPE 1
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=5'
11
1
1 URBAN ACCESSORIES STANDARD ADA COVER
KEYNOTE
25
30
35
40
25
30
35
40
37.5238.1138.0438.3437.6137.6638.0638.0537.98EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
EXISTING GRADE
@ PIPE CENTERLINE
FINISHED GRADE
@ PIPE CENTERLINE
56 LF 12"
@
3
.
9
9
%
N 180595.49
E 1302106.08
IE: 31.60 12" (S)
IE: 31.60 36" (E)
IE: 35.10 6" (N)
RIM: 38.05
SDCB 30
60" TYPE 2 CB
SOLID LID
120 LF 48" @ 0.00%
N 180593.21
E 1302232.10
IE: 31.60 8" (N)
IE: 31.60 36" (W)
RIM: 38.01
SDCB 53
54" TYPE 2 CB
SOLID LID
24 LF 8" @ 9.06%
N 180616.94
E 1302231.84
IE: 33.75 8" (S)
IE: 33.75 8" (NE)
IE: 33.75 8" (SE)
RIM: 38.17
SDCB 29
CB TYPE 1
SOLID LID
28 LF 8" @ 0.70%
N 180539.03
E 1302106.01
IE: 29.35 12" (N)
IE: 29.35 12" (W)
IE: 29.35 12" (E)
RIM: 37.70
STMH 2001
EXISTING TYPE 2 CB
25
30
35
40
25
30
35
40
36.3537.4438.5137.0637.1837.3937.1037.2937.28EXIST.
GRADE
ELEV.
PROPOSED
GRADE
ELEV.
FINISHED GRADE
@ PIPE CENTERLINE EXISTING GRADE
@ PIPE CENTERLINE
N 180820.43
E 1302163.34
IE: 33.61 8" (N)
IE: 33.61 8" (W)
IE: 34.90 6" (E)
RIM: 37.00
SDCB 11
CB TYPE 1
58 LF 8" @ 0.50%
N 180878.26
E 1302156.43
IE: 33.32 8" (N)
IE: 33.32 8" (S)
IE: 33.32 8" (NW)
IE: 35.50 6" (E)
RIM: 37.00
SDCB 10
CB TYPE 1
79 LF 8" @ 0.50%
N 180957.44
E 1302157.61
IE: 32.92 8" (NE)
IE: 32.92 8" (S)
IE: 32.92 8" (W)
IE: 34.90 6" (E)
RIM: 37.00
SDCB 9
CB TYPE 1
78 LF 8" @ 0.98%
N 180994.82
E 1302226.32
IE: 32.15 12" (N)
IE: 32.15 8" (SW)
IE: 32.15 12" (S)
RIM: 36.35
SDCB 4
CB TYPE 1
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
STORM DRAINAGE
PROFILES II C3.5TED-40-3930R-393013
8/23/2019
TTT
T
T
T TTFIRE
LANE
-
NO
PARK
ING FI
RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI
NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO PARK
INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGLANE - NO PARKINGFIREDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
3737373838383837383
7
3
836
3837
373823 LF 6" D.I.P.
10.0'
VENT PIPE, SEE
MECHANICAL PLANS
FOR CONTINUATION
38.33
CENTER OF
CHANNEL: 29.38
LADDER E
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
OVERALL UTILITY PLAN C4.0
SEE SHEET C4.2
FOR SANITARY
SEWER PLAN
AND SHEET C4.3
FOR SANITARY
SEWER PROFILE
SEE SHEET C4.1
FOR WATER PLAN
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET
PROPOSED LEGEND:
BOLLARD
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
ROOF DOWNSPOUT
GAS METER
GAS VALVE
UTILITY POLE
UTILITY POLE ANCHOR
PAD MOUNTED TRANSFORMER
POWER VAULT
THRUST BLOCKING
90° BEND MJ
45° BEND MJ
22.5° BEND MJ
11.25° BEND MJ
TEE FL
TEE MJ
TEE MJ x FL
GATE VALVE MJ x FL
GATE VALVE MJ
CHECK VALVE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
POST INDICATOR VALVE
GAS LINE
ELECTRICAL LINE
WATER LINE
IRRIGATION PER RECORD DRAWING
FIRE SERVICE LINE
FENCE
CONCRETE
ASPHALT
PROPERTY/RIGHT-OF-WAY LINE
DS
P
SEE SHEET C4.1
FOR WATER PLAN
NOTES
1.ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY.
CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR
"BEFORE & AFTER" CONNECTION DETAILS.
2."POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
DETAIL 300.6.
FIRE SPRINKLER NOTE
WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE
COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
FIRE PROTECTION NOTES
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE
PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION
AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE
HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID
SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S
DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE
PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO
ACQUISITION OF ALL PERMITS.
GENERAL NOTES:
1.SEE SHEETS C7.3, C7.5, C7.6, AND C7.7 FOR STANDARD WATER NOTES AND
DETAILS.
2.FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR INSTALLATION OF NEW WATERMAIN.
3.ALL BENDS SHALL HAVE CONCRETE BLOCKING PER , , AND .
4.TRENCHING, BEDDING, BACKFILL, AND PAVEMENT PATCHING FOR THE GAS LINE
SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE
INSTALLED BY PSE.
5.TRENCHING SHALL BE CONSTRUCTED PER DETAIL
6.ALL WATER MAINS SHALL HAVE MINIMUM 3 FEET COVER.
7.PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL
1
C7.6
2
C7.6
4
C7.10
COORDINATE PROPOSED GAS SERVICE WITH PUGET
SOUND ENERGY (PSE). WORK SHALL BE COMPLETED BY
PSE AT THE EXPENSE OF THE CONTRACTOR.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
INCURRED TO CONSTRUCT THE GAS SERVICE.
TRENCHING, BEDDING AND BACKFILL FOR THE GAS LINE
SHALL BE PROVIDED BY THE CONTRACTOR. A SEPARATE
FRANCHISE PERMIT IS REQUIRED FOR GAS INSTALLATION
IN THE PUBLIC RIGHT-OF-WAY.
FOR CONTINUATION OF GAS DESIGN SEE
MECHANICAL PLANS, SHEET P100A AND P101A
ELECTRICAL VAULT, SEE
ELECTRICAL PLANS, SHEET
E101 AND E102
3
C7.6
3
C7.2TED-40-3930R-393014 S-393001 W-393001WTR-27-3930WWP-27-39308/23/2019
ARKI
NGFIRE LAN25+00
94 LF 8" DIP CL 52
4
5
2
DS
6
STA:24+27.54, 28.00' RT
(1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STANDAD PLAN 310.1
SEE DETAIL 2 ON SHEET C7.5
80 LF 3" P.E. PIPE
9 LF 6" D.I.P.
FFE = 38.85
1+190+00 1+00
1
3
8
3
STA:25+38.82, 14.91' RT
(1) 16"x8" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
STA:25+32.45, 14.97' RT
(1) 16"x4" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
STA: 25+38.83 (CL PARK AVE) =
STA: 0+00.00 (WATER MAIN)
STA:24+34.59, 14.97' RT
(1) 16"x6" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
STA:24+27.58, 14.86' RT
(1) 16"x6" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
3837
30 LF 6" D.I.P.
12 LF 6" D.I.P.3
(1) 6" TEE (FL)
(1) 6" SHORT RADIUS 90° BEND (FL)
4 LF 4" D.I.P.
(1) 4" TEE (FL)
(1) 4" GATE VALVE (FLxMJ)
(1) CONCRETE THUST
BLOCK
(1) 4" 90° BEND (MJ)
(1) CONCRETE
THRUST BLOCK
11 LF
4" D.I.P.
(1) 4" 90° BEND (MJ)
(1) CONCRETE
THRUST BLOCK
373835 LF 4" D.I.P. PIPE
30 LF 2" COPPER
(1) 4" 90° BEND (MJ)
(1) CONCRETE
THRUST BLOCK
6 LF 4" D.I.P.
4 LF 4" D.I.P.
(1) 4" TEE (MJxFL)
(1) 4" ADAPTER (FLxMJ)
(1) CONCRETE THRUST
BLOCK
65.6'
15.0'
WATER
EASEMENT
10.4'
NEW RIGHT OF WAY
57.2'
STA:24+44.82, 15.12' RT
CUT IN TEE
(BY CITY FORCES)
NEW 16" BUTTERLY
VALVE (MJxFL)
(2) 16" SLEEVES (MJxMJ)
14.8'
5.0'
2.5'
WATER
EASEMENT
5.0'
WATER
EASEMENT
5.0' WATER
EASEMENT
12+00
10.0'
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0+2535.410+5035.700+7535.601+0035.7112" MINIMUM
12" MINIMUM
PROPOSED STORM DRAIN LINE. PROVIDE
ADDITIONAL FITTINGS AS NECESSARY TO
MAINTAIN CLEARANCE FROM UTILITIES.
APPROXIMATE
DEPTH OF
EXISTING POWER
LINE.
36" MINIMUM
EXISTING GROUND
PROFILE @ PIPE
CENTERLINE
PROPOSED GROUND
PROFILE @ PIPE
CENTERLINEVERTICAL SCALE: 1"=2'
8" D.I.P. CL52 WATER
4'x4' ELECTRICAL
CONDUIT DUCT BANK
(1) 22.5° BEND (MJ)
(1) CONC. THRUST BLOCK
SUBGRADE FILL MATERIALS SHALL BE
PLACED AND COMPACTED PRIOR TO
WATER MAIN INSTALLATION
(1) 22.5° BEND (MJ)
(1) CONC. THRUST BLOCK
26+00
STA:26+12.11, 14.38' RT
(1) 16"x6" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
STA:26+11.47, 36.13' RT
(1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STANDAD PLAN 310.1
SEE DETAIL 2 ON SHEET C7.5
(1) BLIND FLANGE
(2) CONCRETE THRUST BLOCKS
23 LF 6" D.I.P.
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
WATER PLAN C4.1
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
KEYNOTES
STA: 24+59.15, 15.33'RT
CONNECT 2" IRRIGATION WATER SERVICE PER
COR STD. PLAN 320.2 . SEE DETAIL 1 ON SHEET
C7.7. SERVICE AND METER BY CITY.
DOUBLE CHECK DETECTION ASSEMBLY WITH
STANDPIPE INSTALLATION PER CITY OF RENTON
STANDARD PLAN 360.2. SEE DETAIL 4 ON SHEET
C7.6. TIGHT LINE 6" DRAIN INTO STORM DRAIN
LINE TO EAST.
POST INDICATOR VALVE .
3" COMPOUND DOMESTIC WATER METER
ASSEMBLY PER CITY OF RENTON STANDARD PLAN
320.4. SEE DETAIL 2 ON SHEET C7.7. CONNECT 6"
STORM LINE TO SDCB 8.
3" REDUCED PRESSURE BACKFLOW ASSEMBLY IN
HOT BOX PER CITY OF RENTON STANDARD PLAN
350.2. SEE DETAIL 4, ON SHEET C7.3. TIGHT LINE
DRAIN WITH 6" STORM LINE SDCB 8.
2" DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION PER CITY OF RENTON STANDARD
PLAN 340.8. SEE DETAIL 3 ON SHEET C7.7. SEE
LANDSCAFOR SERVICE CONTINUATION.
1
2
3
4
5
6
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5PARK AVENUE NORTHNORTH 3RD STREET
REMOVE EXISTING HYDRANT.
INSTALL 6" PLUG (MJ) ON
EXISTING 6" VALVE
1.ALL CONCRETE BLOCKING FOR HORIZONTAL
BENDS, TEES, AND VERTICAL BENDS SHALL BE
PER COR STD PLANS 330.2 AND 330.3. SEE DETAIL
1 ON SHEET C7.6 AND DETAIL 2 ON SHEET C7.6.
2.ALL MECHANICAL JOINT FITTINGS SHALL HAVE
RESTRAINED-JOINT RETAINER GLANDS EQUAL
MEGALUG SERIES 1100 OR APPROVED EQUAL AND
CONCRETE BLOCKING.
GENERAL NOTES
REMOVE EXISTING HYDRANT.
INSTALL 6" PLUG (MJ) ON
EXISTING 6" VALVE
STA:25+38.78, 108.92' RT
(1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STANDAD PLAN 310.1
SEE DETAIL 2 ON SHEET C7.5
(1) 8"x6" TEE (MJxFL)
(1) 6" GATE VALVE (FLxMJ)
(1) 8" PLUG (MJ)
(2) CONCRETE THRUST BLOCKSWTR-27-3930W-393902
STA:12+27.88, 22.08' LT
(1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STANDAD PLAN 310.1
SEE DETAIL 2 ON SHEET C7.5
(1) 8"x6" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
8/23/2019
FIRE
LANE
-
NO
PARK
INGNGFIREFIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO
PARK
INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
22+00
23+00
24+00
25+00
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
SSCO 7
RIM: 38.60
STA: 22+18.51, 187.71 RT
IE: 34.90 6" (NE)
SSCO 8
RIM: 38.77
STA: 22+51.26, 143.69 RT
IE: 33.25 6" (NE)
SSMH 6
RIM: 38.08
STA: 2+70.50, 0.00 T
IE: 29.47 8" (S)
IE: 29.37 8" (NW)
SSMH 4
RIM: 37.64
STA: 0+87.25, 0.00 T
IE: 30.39 8" (N)
IE: 30.56 6" (SE)PRIVATE 183 LF 8" PVC @ 0.50%SSCO 1
RIM: 38.53
STA: 21+89.26, 206.78 RT
IE: 36.00 6" (N)
41 L
F
6"
@ 4.
7
9
%20 LF 6" PVC@ 12.28%PRIVATE 48 LF 8" PVC
@ 0.50%
12 LF 6" PVC @ 2.10%
42 LF 6" PVC @ 3.91%
8 LF 6" PVC @ 5.00%
1+190+00 1+00
FFE = 38.85 373737383838383738373
8
SSCO 4
RIM: 38.37
STA: 22+23.13, 201.90 RT
IE: 32.72 6" (S)
IE: 32.72 6" (N)
SSCO 6
RIM: 38.07
STA: 22+37.02, 196.22 RT
IE: 32.40 6" (NW)
IE: 32.40 6" (S)
IE: 32.40 6" (SW)
SSCO 9
RIM: 38.70
STA: 24+82.45, 102.33 RT
IE: 31.79 6" (N)
SSCO 3
RIM: 38.41
STA: 22+25.14, 206.79 RT
IE: 34.05 6" (N)
IE: 34.05 6" (S)
SSCO 5
RIM: 38.17
STA: 22+37.17, 201.86 RT
IE: 33.34 6" (NW)
IE: 33.34 6" (S)
SSCO 10
RIM: 38.80
STA: 24+90.78, 102.45 RT
IE: 31.37 6" (S)
IE: 31.37 6" (E)
SSCO 11
RIM: 38.27
STA: 24+90.92, 144.65 RT
IE: 29.72 6" (NE)
IE: 29.72 6" (W)
SSCO 2
RIM: 38.64
STA: 21+89.22, 201.88 RT
IE: 33.43 6" (N)
10 LF 6" PVC
@ 11.30%
13 LF 6" PVC @ 5.44%36 LF 6" PVC @ 5.44%34 LF 6" PVC @ 2.09%3837 IE: 29.13 (S) PROPOSED
PLUG EXISTING 8" OUTLET TO THE
SOUTH. RE-CHANNEL MANHOLE
FOR NEW CONNECTION.3738VENT PIPE, SEE
MECHANICAL PLANS
FOR CONTINUATION
1000 GALLON
GREASE INTERCEPTOR
SEE DETAIL 3, SHEET C7.374 LF
6
"
PVC
@
2
.49%
38.33
CENTER OF
CHANNEL: 29.38
LADDER E
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SANITARY SEWER PLAN C4.2
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE 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 A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF
8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE 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 1983/1991 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, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD
PLANS & SPECIFICATIONS. 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. 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 MUST HAVE
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE.
SANITARY SEWER NOTES AND SPECIFICATIONS WWP-27-3930S-393002
8/23/2019
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
0+2537.880+5037.600+7537.591+0037.771+2537.511+5037.571+7537.742+0037.602+2537.612+5037.922+7538.053+0037.583+2537.42HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=4'PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
183 LF 8" PVC @ 0.50%
STA 2+70.50
IE: 29.47 8" (S)
IE: 29.37 8" (NW)
RIM: 38.08
SSMH 6, 48" SSMHSTA 0+87.25
IE: 30.39 8" (N)
IE: 30.56 6" (SE)
RIM: 37.64
SSMH 4, 48" SSMH
STA 3+18.60
IE: 29.13 8" (SE)
IE: 29.03 8" (N)
RIM: 37.46
SSMH 4174, EXISTING SSMH 48"
48 LF 8" PVC @ 0.50%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SANITARY SEWER PROFILE C4.3
EXSTING GRADE ELEVATION
@ PIPE CENTERLINE
PROPOSED GRADE ELEVATION
@ PIPE CENTERLINEWWP-27-3930S-393003
8/23/2019
FIRE
LANE
-
NO
PARK
ING FI
RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI
NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO PARK
INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGLANE - NO PARKINGFIRESARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
OVERALL PAVING AND
HORIZONTAL CONTROL PLAN C5.0
SEE SHEETS C2.1, C6.6
SEE SHEETS C2.2, C6.5
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET
PROPOSED LEGEND:
LIGHT DUTY CEMENT CONCRETE
HEAVY DUTY CEMENT CONCRETE
LIGHT DUTY ASPHALT CEMENT
HEAVY DUTY ASPHALT CEMENT
PROPERTY/RIGHT-OF-WAY LINE
CONCRETE EAST WALL (SEE
LANDSCAPE PLANS)
SARTORI
ELEMENTARY
SCHOOL
2
C7.8
4
C7.8
1
C7.8
3
C7.8TED-40-3930R-393015
6" SIDEWALK PER 5
C7.9
6" SIDEWALK PER 5
C7.9
6" SIDEWALK PER 5
C7.9
4" SIDEWALK IN RIGHT-OF-WAY PER 5
C7.9
6" SIDEWALK IN RIGHT-OF-WAY PER 5
C7.9
8/23/2019
1
JA FI
RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI
NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
N 181010.4303
E 1302112.5796
@ INTERSECTION OF
GRIDLINES J & 1
N 181011.4584
E 1302048.2545
@ INTERSECTION OF
GRIDLINES A & 1
R23.0'
R15.5'
N 180943.63
E 1302181.73
N 180876.66
E 1302173.43
R53.0'
28.0'
R3.0'
TYP.
28.0'
21.8'
28.0'
17.8'21.8'
9.0'
TYP.
25.2'
TYP.
5.4'
28.0'
20.0'
TYP.
R73.0'
8.5'
TYP.
10.0'
8.0'
8.0'
5.0'
R25.0'R25.0'
20.0'20.0'20.0'
N 181162.75
E 1302216.15
92.6'
N 181164.48
E 1302106.16
12.0'8.0'
12.0'
8.0'
N 181007.20
E 1302236.57 N 181005.01
E 1302376.55
13.0'
13.0'
13.0'
19.2'
13.5'
23.2'
52.5'
9.0'
9.0'
12.0'
EC
EC
IC
ICIC ECEC
EC
EC
EC
ECE
C
I
C
SEE LANDSCAPE ARCHITECT PLANS
FOR PLAY STRUCTURE SURFACING DETAILS AND WALLS
SEE LANDSCAPE ARCHITECT PLANS
FOR PLAY STRUCTURE SURFACING DETAILS AND WALLS IC
IC
EC
X
X
N 180859.17
E 1302127.18
N 180907.13
E 1302135.86
N 180943.27
E 1302128.35
N 180967.20
E 1302132.89
N 180995.58
E 1302127.01
R10.0'
R10.0'
N 180906.05
E 1302206.20
N 180990.26
E 1302196.07
N 181086.64
E 1302101.72
N 181083.27
E 1302310.21ECXX
SARTORI
ELEMENTARY
SCHOOL
6'x4' NOTCH
AROUND EXIST.
POWER POLE
9.0' TYP.
25.2'
TYP.60°
60°
8.9'
N 181023.41
E 1302396.36
N 181024.15
E 1302349.64
N 181134.56
E 1302362.86
SEE LANDSCAPE
ARCHITECT'S PLANS FOR
MOW CURB AND FENCE, TYP.
N 180836.37
15.8'
4.2'
17.5'
N 180920.88
E 1302178.37
N 180891.97
E 1302175.88
N 180861.28
E 1302175.31
N 180966.49
E 1302179.25
N 180990.56
E 1302175.47
N 181017.28
E 1302181.69
25.0'
TYP.
N 181033.17
E 1302124.66
N 181032.29
E 1302180.71
X X
0" FC
20.6'
TYP.
4.6'
TYP.
FIRE LANE MARKING
PER DETAIL 8 ON SHEET C7.8
1
1
N 181083.48
E 1302093.85
N 181089.73
E 1302100.67
N 181080.06
E 1302312.06
N 181086.32
E 1302318.88
TYPE 2R RIGHT TURN
ARROW, TYP. PER
WSDOT M-24.20-22
XX
X TCTCECECN 181021.19
E 1302027.64 N 181020.83
E 1302050.71
N 181044.20
E 1302061.24
X
24" WIDE
STOP BAR
MUTCD STOP SIGN R1-1
SEE DETAIL 2 ON SHEET C7.11
MUTCD R3-5L LEFT TURN ONLY SIGN,
SEE DETAIL 2 ON SHEET C7.11
TYPE 2L LEFT TURN
ARROW, TYP. PER
WSDOT M-24.20-22
TYPE 2L LEFT TURN
ARROW, TYP. PER
WSDOT M-24.20-22
2 2 2 2 2
PAINTED
CROSSWALK
3
C7.11
X
3
3
MUTCD DO NOT ENTER SIGN R5-1
SEE DETAIL 2 ON SHEET C7.11
R3.0'R3.0'
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NORTH PAVING AND
HORIZONTAL CONTROL PLAN C5.1
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C5.2
PROPOSED LEGEND:
LIGHT DUTY CEMENT CONCRETE
HEAVY DUTY CEMENT CONCRETE
LIGHT DUTY ASPHALT CEMENT
HEAVY DUTY ASPHALT CEMENT
IC INTEGRAL CURB AND WALK
EC EXTRUDED CURB
CHANGE IN CURB TYPE
0" FC 0" FLUSH CURB
TC CEMENT CONCRETE TRAFFIC CURB
PER COR STD. PLAN 101
X
SEE SHEET C6.7 FOR
OFF-SITE IMPROVEMENTS
SEE SHEET C6.7 FOR
OFF-SITE IMPROVEMENTS
(PUBLIC RIGHT-OF-WAY)NORTH 4TH STREET
PARK AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)GARDEN AVENUE NORTHKEYNOTES:
ACCESSIBLE PARKING SIGN PER DETAIL 9
ON SHEET C7.8.
CURB DRAINAGE OPENING
COMPACT PARKING STALL WITH "COMPACT"
PAINTED WITH 18-INCH LETTERING.
1
2
3
2
C7.8
4
C7.8
3
C7.8
1
C7.8
6
C7.8
5
C7.8
10
C7.8TED-40-3930R-393016
6" SIDEWALK PER 5
C7.9
8/23/2019
33
A
S
26
J FIRE LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGLANE - NO PARKINGFIRENORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)N 180719.2673
E 1302107.7928
@ INTERSECTION OF
GRIDLINES J & 26
R29.0'
N 180809.05
E 1302192.83
34.8'
13.2'
44.6'
21.0'
164.3'
22.0'
34.1'
28.0'
28.3'30.3'
9.5'
11.5'
R15.0'
N 180693.43
E 1302237.24
12.0'23.1'
N 180637.0136
E 1302042.0985
@ INTERSECTION OF
GRIDLINES A & 33
R30.0'
TYP.
9.0'
TYP.20.0'
TYP.
5.0'
20.0'20.0'
R10.0'
R3.0'
48.0'ECEC EC EC
EC
EC
EC ECSEE LANDSCAPE ARCHITECT PLANS
FOR PLAY STRUCTURE SURFACING DETAILS
METRO BUS
SHELTER FOOTING.
SEE STRUCTURAL SHEETS
S403 AND S404.
3.0'
13.0'
3.0'
13.0'
22.6'
ENCLOSURE FOR
RECYCLABLES AND REFUSE.
SEE ARCHITECTURAL PLANS.
50.6'
57.4'
10.0'16.1'10.0'16.1'10.0'
169.5'
39.4'
N 180832.34
E 1302135.60
R3.0'
TYP.
116.6'
12.0'81.9'
2"DC ECECEC
ECECX X X X X X
X
X
X
X
XX
X
R10.0'
R10.0'
X
7.0'
20.9'
5.0'
8.0'
SARTORI
ELEMENTARY
SCHOOL
8.0'
8.0'
N 180757.23
E 1302232.65 N 180755.04
E 1302372.64
82.4'
(3.5'x5') HEAVY DUTY
CONCRETE PAD
FOR MECHANICAL
EQUIPMENT.
SEE MECHANICAL
ENGINEERS
PLANS FOR DETAILS.2"DC2"DC19.3'
30.6'
R10.0'
R10.0'
N 180666.65
E 1302344.82
N 180682.22
E 1302358.62
TYPE 2R RIGHT TURN
ARROW, TYP. PER
WSDOT M-24.20-22
N 180563.25
E 1302355.64
N 180579.61
E 1302343.13
1 1
2
TYP.
N 180639.41
E 1302256.03
N 180603.07
E 1302255.32
15.5'
14.9'
R3.0'
EC
0" FC
2
TYP.
EC EC9.7'
MUTCD SIGN R3-5R
SEE DETAIL 2 ON SHEET C7.11
X X
R3.0' TYP.
MUTCD R3-5L LEFT TURN ONLY SIGN,
SEE DETAIL 2 ON SHEET C7.11
24" WIDE STOP BAR
18.0'
TYP
9.0'
TYP.
20.0'
TYP.
FLAGPOLES, TYP.
SEE LANDSCAPE PLANS
READER BOARD, SEE LANDSCAPE PLANS
SCHOOL SIGN
SEE LANDSCAPE
PLANS
SEAT WALLS, TYP.
SEE LANDSCAPE
PLANS
N 180664.16
E 1302021.80
3
8.3'N 180620.99
E 1302137.80
13.3'
N 180746.57
E 1302211.29
N 180781.07
E 1302200.47
N 180836.37
E 1302183.12
N 180795.52
E 1302023.90
MUTCD DO NOT ENTER SIGN R5-1
SEE DETAIL 2 ON SHEET C7.11
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SOUTH PAVING AND
HORIZONTAL CONTROL PLAN C5.2
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C5.1
PROPOSED LEGEND:
LIGHT DUTY CEMENT CONCRETE
HEAVY DUTY CEMENT CONCRETE
LIGHT DUTY ASPHALT CEMENT
HEAVY DUTY ASPHALT CEMENT
IC INTEGRAL CURB AND WALK
EC EXTRUDED CURB
CHANGE IN CURB TYPE
2"DC 2" DEPRESSED CURB
0"FC 0" FLUSH CURB
X
SEE SHEET C6.8 FOR
OFF-SITE IMPROVEMENTS
SEE SHEET C6.8 FOR
OFF-SITE IMPROVEMENTS
5
C7.11
KEYNOTES:
ACCESSIBLE PARKING SIGN PER DETAIL 9
ON SHEET C7.8.
WHEELSTOP PRE DETAIL 7 ON SHEET C7.8.
SEE LANDSCAPE PLANS FOR PARKING
STALL STRIPING AND BRICK PAVING.
1
2
3
2
C7.8
4
C7.8
3
C7.8
1
C7.8
6
C7.8
5
C7.8TED-40-3930R-393017
6" SIDEWALK PER 5
C7.9
6" SIDEWALK PER 5
C7.9
8/23/2019
FIRE
LANE
-
NO
PARK
ING FI
RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO
PARK
INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGFIRE
LANE
-
NO
PARK
ING
FIRE LANE - NO PARKINGLANE - NO PARKINGFIRE
TTT
T
T
T TT
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
38
3939373737SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
OVERALL FRONTAGE
IMPROVEMENT PLAN C6.0
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
LEGEND
BS BOTTOM OF STEP
TS TOP OF STEP
TW TOP OF WALL
FG FINISHED GRADE
STORM DRAIN CLEANOUT
STORM DRAIN CATCH BASIN, TYPE 1
STORM DRAIN CATCH BASIN, TYPE 2
STORM DRAIN LINE
ROOF DRAIN
FOOTING DRAIN
GRADE BREAK
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LARGE-DIAMETER DETENTION PIPE
GB
355
354
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET
C6.1
C6.3
C6.2
C6.4
C6.5
C6.6
SEE SHEET C6.8SEE SHEET C6.8
SEE SHEET C6.7SEE SHEET C6.7
1.ALL OFFSITE TYPE 1 CATCHBASINS SHALL HAVE RECTANGULAR VANED GRATES UNLESS
OTHERWISE INDICATED. RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD
PLAN 204.20, SEE DETAIL 4, C7.7.
GENERAL NOTES: TED-40-3930R-393018
8/23/2019
FIRE LANE - NO PARKING
T
T
46+0046+8529+74 30+00 31+00 32+00 33+00 34+00 34+96
26+0027+003636SDCB 37
SDCB 22
SEE DETAIL 5
SHEET C7.13
SDCB 23
SDCB 24
20 LF 12" DIP @ 0.50%
EXIST. 8" W
8' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
NEW 12" CPEP S IE=31.22
ENCASING FOR FUTUREELECTRICAL CONDUIT.SDCB 54
SDCB 62
30 LF 12" @ 0.50%
SDCB 5523 LF 12" DIP@ 1.33%36 36 36SEE SHEET C3.3
FOR DRIVEWAY
DETAIL
STA:32+07.73,
27.0' RTR5.0'
STA:31+37.28, 27.0' RT
SDCB 1
IE: 30.75
R5.0'
37 LF 12" DIP
@ 0.51%
SDCB 75
SDCB 76
SDCB 77
IE: 30.60
3724 LF 12" CPEP
@ 0.50%
34 LF 12" CPEP @ 0.50%
SDCB 56
91 LF 12" DIP @ 0.50%(2) 53 LF 8" DI @ 0.50%34 LF 12" DI @ 0.50%5SDCB 78
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
29+50 30+00 30+50 35.6231+0035.6435.6731+5035.6835.6032+0035.5235.4332+5035.3935.4033+0035.4135.4133+5035.4435.4634+0035.4934+50 35+00
0.11%0.33%0.03%0.10%
GRADE BREAK STA = 30+57.18
ELEV = 35.597
GRADE BREAK STA = 31+45.60
ELEV = 35.696
GRADE BREAK STA = 32+38.52
ELEV = 35.389
GRADE BREAK STA = 33+26.59
ELEV = 35.414
GRADE BREAK STA = 34+11.58
ELEV = 35.503
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING GRADE ELEVATION
@ CENTERLINE EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
35.535.735.535.535.735.835.835.835.735.635.635.635.535.435.435.535.435.535.535.535.5EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
91 LF 12" DIP @ 0.50%
STA 33+29.58, 20.92' RT
IE: 33.24 12" (W)
RIM: 35.25
SDCB 55, CB TYPE 1
20 LF 12" DIP @ 0.50%
STA 26+38.78, 55.68' RT
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
RIM: 35.43
SDCB 24
CB TYPE 1
23 LF 12" DIP @ 1.33%
STA 26+27.08, 33.50' RT
IE: 30.63 12" (N)
RIM: 34.95
SDCB 54
CB TYPE 1
SDCB 37
STA 30+36.82, 10.45' RT
RIM: 35.73
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
48" TYPE 2 CB
SOLID LID
TOP OF EX. 2" PWR=34.20
BOTTOM=34.03
TOP OF EX. 4" PWR=34.70
BOTTOM=34.37
TOP OF EX. 2" PWR=32.00
BOTTOM=31.83
TOP OF EX. 4" PWR=32.00
BOTTOM=31.67
TOP EX. 8" WTR=33.19
IE=32.49
TOP OF EX. 8" SEWER=29.54
IE=28.84
TOP OF EX. 4" PWR=33.16
BOTTOM=32.83
TOP OF EX. 2" PWR=34.32
BOTTOM=34.15
5
TOP OF EX. 4" PWR=34.59
BOTTOM=34.26
TOP OF EX. 8" WTR=32.73
IE=32.06
STA 32+38.58, 20.81' RT
IE: 32.79 12" (E)
IE: 33.29 6" (N)
RIM: 35.39
SDCB 56, CB TYPE 1
(EXISTING)
(MATCH EXISTING PIPE CROWN)
0.3'
SDCB 39
STA 34+56.69, 18.24' LT
RIM: 37.23
IE: 31.22 12" (EXISTING N)
IE: 32.27 8" (S) MATCH EX.
PIPE IE
EXISTING TYPE 2 CB
TOP OF EX. 4" PWR=33.34
BOTTOM=33.01
STA 34+26.89, 32.15' RT
IE: 32.34 12" (SW)
RIM: 35.38
SDCB 22
CB TYPE 1
0.1'
STA 34+56.57, 34.83' RT
IE: 33.19 12" (S)
RIM: 35.36
SDCB 23
60" TYPE 2 CB
34.94
30.59
35.45
30.44
30.42
30.13
30.13
35.35
33.15
35.25
33.58 35.37
32.35
35.52
33.17
0.47%
1.45%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NORTH 4TH STREET FRONTAGE
IMPROVEMENTS C6.1
N
NORTH 4TH STREET
PARK AVENUE NORTHGARDEN AVENUE NORTH3
C7.9
KEYNOTES
RELOCATED LIGHT POLE. SEE SIGNAL PLANS.
JUNCTION BOX TO BE DEMOLISHED AND
REPLACED AT A NEW LOCATION, SEE SIGNAL
PLANS.
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR
EXACT LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
PROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING.
NEW 12" DIP N IE=31.54
CONTRACTOR TO FIELD LOCATE NEW LADDER
LOCATION AT SDCB 1169 WITH PUBLIC WORKS
INSPECTION PRIOR TO APPROVAL.
1
2
3
4
5
6
2
GRAPHIC SCALE
0 20
1" = 20 FEET
10
3
3
3
1.THE EXISTING NORTH 4TH STREET PAVEMENT
SECTION CONSISTS OF ASPHALT PAVEMENT OVER
CONCRETE PAVEMENT. THE EXISTING ASPHALT AND
CONCRETE PAVEMENT SECTION SHALL BE FIELD
VERIFIED AND MATCHED IN THICKNESS. TYPICAL
PATCH FOR RIGID PAVEMENT PATCHING AND
RESTORATION PER DETAIL 1, SHEET C7.11.
GENERAL NOTES: TED-40-3930R-393019
EXISTING "ONE WAY" SIGN
4
4
1
8/23/2019
10+00TT20+00 21+00 22+00 23+00
37
SDCB 25
EXIST. 16" D.I. W EXIST. 16" D.I. W
DSDSDSDSDSCONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
12' CONCRETE SIDEWALK
PER COR STD. PLAN 102
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
5
2
L
F
1
2
"
C
P
E
P
@
3
.
1
5%
SDCB 26
IE: 33.08
SDCB 67
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
20+00 20+5036.9136.8421+0036.7736.7121+5036.6436.5722+0036.5136.4422+5036.3736.3023+0036.2436.1723+5036.1620+00 20+5036.9136.8421+0036.7736.7121+5036.6436.5722+0036.5136.4422+5036.3736.3023+0036.2436.1723+5036.160.27%GRADE BREAK STA = 20+37.65ELEV = 36.940GRADE BREAK STA = 23+38.94ELEV = 36.13337.637.637.637.437.337.237.337.136.837.037.137.137.037.036.9EXISTING GRADE ELEVATION
@ CENTERLINE
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
STCB 1600
STA 21+89.32, 20.92' RT
IE: 34.73 12" (NE)
RIM: 36.61
SDCB 25
CB TYPE 1
EXIST. 16" D.I. WATER MAIN
EXIST. GRADE @ SAWCUT LINE
FINISHED GRADE @ FLOWLINE
EXIST. GRADE @ CENTERLINE
VERTICAL SCALE: 1"=2'
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
52
L
F
1
2
"
C
P
E
P
@
3
.
1
5
%
STA 20+37.65, 21.05' RT
IE: 34.84 12" (W)
RIM: 36.94
STCB 1600
EXISTING TYPE 1 CB
STA 23+38.98, 21.00' RT
RIM: 36.13
STCB 1536
EXISTING TYPE 1 CB
STA 22+24.59, 59.38' RT
IE: 33.08 12" (SW)
IE: 33.08 8" (N)
IE: 33.41 4" (E)
IE: 33.08 8" (S)
RIM: 38.28
SDCB 26
48" TYPE 2 CB
36.42
34.54
38.29
33.09
33.09
33.39
33.09
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
PARK AVENUE NORTH FRONTAGE
IMPROVEMENTS C6.2NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10MATCH LINE STA 23+50 - SEE SHEET C6.3PARK AVENUE NORTH
NORTH 3RD STREET1
C7.9
MATCH LINE STA 23+50 - SEE SHEET C6.3SEE SHEET C3.3
FOR PLAZA DETAILS
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
1
2
1
22
2TED-40-3930R-393020
8/23/2019
FIRE LANE NO PARKINGF I RE LANE NO PARKING T29+7430+0031+0024+00 25+00 26+00 27+00 28+00
36
SDCB 37
SDCB 24
20 LF 12" DIP @ 0.50%DSDSDS12' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
SDCB 57
SDCB 54
23 LF 12
"
D
I
P
@ 1.33
%
SEE SHEET C4.1 FOR
NEW WATER MAIN,
FIRE HYDRANT, AND
SERVICES, TYP.
STA:24+89.84, 21.0' RT
ANGLE POINT
SDCB 1
IE: 30.75
SDCB 77
IE: 30.60
37
34 LF 12" CPEP @ 0.50%
3
(2) 53 LF 8" DI @ 0.50%
SDCB 71
34 LF 12" DI @ 0.50%
5
4
SDCB 78
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
23+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+0023+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+00
0.23%0.48%
0.57%
GRADE BREAK STA = 23+80.57
ELEV = 36.227
GRADE BREAK STA = 24+97.39
ELEV = 35.670
GRADE BREAK STA = 26+14.45
ELEV = 35.00136.936.336.336.236.036.035.935.835.635.535.335.2EXISTING GRADE ELEVATION
@ CENTERLINE
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXIST. STCB 2255
EXIST. 16" D.I. WATER MAIN
EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
NEW 6" WATER
NEW 6" WATER
NEW 1.5" WATER
NEW 4" WATER
NEW 8" WATER
NEW 6" WATER
VERTICAL SCALE: 1"=2'
4'x4' CONCRETE
ENCASING FOR FUTURE
UNDERGROUND
ELECTRICAL CONDUIT.
STA 24+14.69, 20.92' RT
IE: 31.89 12" (W)
RIM: 36.03
SDCB 57
CB TYPE 1
23 LF 12" DIP @ 1.33%
SDCB 37
STA 30+36.82, 10.45' RT
RIM: 35.73
IE: 30.33 12" (SE)
IE: 30.33 12" (S)
48" TYPE 2 CB
SOLID LID
TOP OF EX. 4" PWR=33.15
BOTTOM=32.82
TOP OF EX. 2" PWR (2)=33.10
BOTTOM=32.93
EX. 22" SANITARY SEWER
SDCB 71
STA 27+35.26, 15.18' LT
RIM: 35.33
IE: 30.98 12" (W)
IE: 30.98 12" (E)
IE: 33.33 12" (S)
48" TYPE 2 CB
OVER BUILD
CATCH BASIN
PROVIDE
ETHAFOAM
PAD
53 LF 8" DI @ 0.50%
STA: 27+35.42, 20.87 LT
IE: 30.93 12" CPEP (E)
IE: 30.90 12" CPEP (N)
RIM: 35.08
STCB 6238, EX. TYPE 1 CB
SDCB 54
CB TYPE 1
STA 26+20.31, 29.41' RT
RIM: 34.94
IE: 30.63 12" (N)
SDCB 24
CB TYPE 1
STA 26+38.78, 55.68' RT
RIM: 35.43
IE: 30.43 12" (SE)
IE: 30.43 12" (NW)
REMOVE EX. LADDER &
PROVIDE NEW LADDER AS
DIRECTED BY THE CITY
RIM: 35.77
IE: 34.00 8" DI (N) (2 PIPES) (NEW)
IE: 27.97 8" CONC. (W)
IE: 27.97 8" CONC. (E)
IE: 29.07 12" CPEP (S)
SDCB 1169
STA 26+48.07, 18.94' LT
EX. TYPE 2 CB
TOP OF EX.
PWR=32.02
BOTTOM=30.90
TOP OF EX.
PWR=33.66
SDCB 78
STA 27+01.49, 16.64' LT
RIM: 35.50
IE: 33.73 8" (S)
IE: 33.50 12" (N)
CB TYPE 1L
34 LF 12" DI @ 0.50%
53 LF 8" DI @ 0.50%
(2 PIPES)30.59
30.13
30.13
35.39
33.64
33.33
35.07
30.94
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
PARK AVENUE NORTH FRONTAGE
IMPROVEMENTS C6.3NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10MATCH LINE STA 23+50 - SEE SHEET C6.2PARK AVENUE NORTH
NORTH 4TH STREET1
C7.9
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY
STANDARDS. COORDINATE LOOP REPLACEMENT
WITH TRANSPORTATION MAINTENANCE DIVISION.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
DETERMINE IF THE WATER LINE IS ABANDONED. IF
THE LINE IS ACTIVE A TYPE 1 CB SHALL BE USED. IF
ABANDONED THE LINE SHALL BE CUT AND CAPPED TO
ALLOW TYPE 2 CB INSTALLATION.
TWO SIDE BY SIDE 8" DUCTILE IRON PIPES AT THE
SAME ELEVATION.
1
2
3
4
5
1
1TED-40-3930R-393021
22
2
2 STA:26+14.36, 30.3' RT
POINT OF TANGENCY
8/23/2019
9+31 10+00 11+00 12+00 13+00 14+00 14+94
TTTT TT
39+4840+0019+3520+0038 EXIST. 8" D.I. W
8' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
23.0'
TYP.12.0' TYP.
SEE SHEET C3.3 FOR
DRIVEWAY DETAILS
PARKING
STALL TYP.
SDCB 70
R3.0'R3.0'R3.0'R3.0'
STA:12+35.02, 21.0' LT
STA:12+61.02, 21.0' LT
56 LF 12" CPEP @ 3.99%STA:12+67.02, 21.0' LT
SDCB 67
STA:12+93.02, 21.0' LT
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
9+30 9+50 10+00 10+50 11+0037.4337.4711+5037.5237.5612+0037.6137.6612+5037.7037.7513+0037.7937.8413+5037.8914+00 14+50 15+0037.337.337.637.437.437.537.537.637.637.737.737.737.837.837.937.938.038.038.138.338.238.0FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXISTING GRADE ELEVATION
@ CENTERLINE
0.18%
0.18%
GRADE BREAK STA = 10+78.90
ELEV = 37.387
GRADE BREAK STA = 12+28.90
ELEV = 37.663
GRADE BREAK STA = 13+63.09
ELEV = 37.910
EXIST. 8" D.I. WATER MAIN
STMH 2001
EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
NEW 6" WATER
VERTICAL SCALE: 1"=2'
STA 10+61.05, 9.76' LT
IE: 29.19 12" (W)
IE: 29.19 12" (E)
RIM: 37.52
SDCB 67
OVERBUILD CATCH BASIN
48" TYPE 2 CB
STA 20+08.92, 19.76' LT
IE: 28.92 12" (E)
RIM: 37.42
STMH 2427
EXISTING TYPE 2 CB
STA 20+10.35, 128.70' RT
IE: 29.35 12" (W)
IE: 29.35 12" (E)
IE: 29.35 12" (N)
RIM: 37.70
EXISTING TYPE 2 CB
STA 40+30.56, 9.77' RT
IE: 30.99 12" (SW)
RIM: 37.85
SDCB 70
48" TYPE 2 CB
EXIST. 12" CONC. STORM PIPE
STA 14+36.00, 10.98' LT
IE: 30.87 12" (NE)
IE: 30.27 12" (W)
IE: 30.37 12" (E)
IE: 33.22 6" (S)
IE: 33.22 6" (SE)
RIM: 38.37
STMH 2772
EXISTING TYPE 2 CB
(NEW)
(EXIST.)
(EXIST.)
(EXIST.)
(EXIST.)
24 LF 12" CPEP @ 0.50%
TOP OF EX. 16" WTR=35.00
BOTTOM=33.75
TOP OF EX. 2" COMM=34.34
BOTTOM=34.17
TOP OF EX. PWR=33.25
BOTTOM=32.58
TOP OF EX. 6" UNKNOWN=36.30
BOTTOM=35.80
TOP OF EX. 8" WTR=33.93
BOTTOM=33.26
6" CLEARANCE
PROVIDE ETHAFOAM PAD
TOP OF EX. 3" PWR=33.72
BOTTOM=33.47
TOP OF EX. 2" PWR=33.97
BOTTOM=33.80
37.47
29.27
29.27
37.84
30.69
0.75%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NORTH 3RD STREET FRONTAGE
IMPROVEMENTS C6.4
N
NORTH 3RD STREETPARK AVE NORTHGARDEN AVE NORTHSEE SHEET C3.2 FOR
ON-SITE DRAINAGE DESIGN
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
1
2
GRAPHIC SCALE
0 20
1" = 20 FEET
10
1
1
2
C7.9 MUTCD R6-2L "ONE WAY" SIGN.
SEE DETAIL 2 IN SHEET C7.11.TED-40-3930R-393022
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
RELOCATED LIGHT POLE. SEE SIGNAL PLANS FOR
EXACT LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
EXISTING MAILBOX
1
2
3
4
2
3
4
8/23/2019
14+0014+94TT39+48 40+00 41+00 42+00 43+00
3738
EXIST. 12" GAS (NOT SHOWN ON PROFILE)
EXIST. 6" D.I. W
8.1' TYP.
12' CONCRETE
SIDEWALK
PER COR STD.
PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103SDCB 58
SDCB 59383939
37
37
SDCB 70
SEE LANDSCAPE PLANS
FOR TREES, TYP.
SEE LANDSCAPE PLANS
FOR TREES
AND TREE GRATES, TYP.
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
40+50 37.5641+0037.4437.3241+5037.1937.0742+0036.9536.8342+5036.7136.5943+0036.4736.3543+5036.230.48%GRADE BREAK STA = 40+64.85ELEV = 37.60437.837.637.437.337.237.237.136.936.836.636.536.436.3EXISTING GRADE ELEVATION
@ CENTERLINE
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXIST. GAS MAIN
EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
VERTICAL SCALE: 1"=2'
150 LF 12" DIP @ 0.50%
SDCB 58
STA 41+62.87, 19.92' LT
RIM: 37.13
IE: 35.13 12" (N)
CB TYPE 1
SDCB 59
STA 43+12.87, 19.92' LT
RIM: 36.38
IE: 34.38 12" (S)
IE: 34.38 12" (N)
CB TYPE 1
37.22
35.17
36.44
34.42
34.41
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
GARDEN AVENUE NORTH
FRONTAGE IMPROVEMENTS C6.5NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10MATCH LINE STA 43+50 - SEE SHEET C6.6GARDEN AVENUE NORTH
NORTH 3RD STREET4
C7.9
MUTCD R5-10a "BUS AND
AUTHORIZED VEHICLE
PARKING 5AM - 5PM", 60'
O.C., TYP.
BUS PARKING
STALLS
1
1TED-40-3930R-393023
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
1
2
2
2
8/23/2019
T44+00 45+00 46+00 46+8534+0034+9636SDCB 22
SEE DETAIL 5
SHEET C7.13
SDCB 23
SDCB 62
30 LF 12" @ 0.50%
SDCB 60
SEE LANDSCAPE PLANS
FOR TREES ,TYP.
SEE LANDSCAPE PLANS
FOR TREES AND TREE GRATES, TYP.
37 LF 12" DIP
@ 0.51%
SDCB 75
24 LF 12" CPEP
@ 0.50%
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
43+5036.2336.1244+0036.0435.9544+5035.8635.7745+0035.6835.5945+5035.5135.4246+00 46+50 47+00
0.35%36.336.236.336.136.035.935.835.735.535.535.435.435.735.5EXISTING GRADE ELEVATION
@ CENTERLINE
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
EXIST. GRADE @ SAWCUT LINE
EXIST. GRADE @ CENTERLINE
FINISHED GRADE @ FLOWLINE
VERTICAL SCALE: 1"=2'
PRECAST FILTERRA UNIT,
W/ 8'x8' INTERNAL BYPASS-GRATE INLET
W/ ADA FULL GRATE AND
PLANTED WITH GRASSES
FLOW LINE: 35.39
IE: 32.41 (NW)
IE: 33.06 (S)
4
C7.11
EX. 8"
SANITARY
SEWER
150 LF 12" DIP @ 0.50%
115 LF 12" DIP @ 0.49%
37 LF 12" DIP @ 0.51%
STA 34+05.49, 43.01' RT
IE: 32.22 12" (SE)
IE: 32.22 12" (NE)
IE: 32.22 12" (W)
RIM: 36.11
SDCB 75
CB TYPE 1
SOLID LID STA 34+26.89, 32.15' RT
IE: 32.34 12" (SW)
RIM: 35.38
SDCB 22
CB TYPE 1
TOP OF EX. GAS=32.27
BOTTOM=31.52
TOP OF EX. AC WTR=32.25
BOTTOM=30.91
STA 44+62.87, 19.92' LT
IE: 33.63 12" (S)
IE: 33.63 12" (N)
RIM: 35.91
SDCB 60
CB TYPE 1
36.00
33.57
33.55
0.56%
35.41
32.44
33.00
0.48%
35.73
32.30
32.35
32.22
35.37
32.35 25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
35.9246+0035.7435.4646+5035.7035.48STA 45+95.24, 13.79' RT
IE: 33.34 12" (N)
RIM: 35.41
SDCB 62
CB TYPE 1
STA 34+56.57, 34.83' RT
IE: 33.19 12" (S)
IE: 33.69 6" (N) TRANSITION TO 8"
RIM: 35.36
SDCB 23
60" TYPE 2 CB
30 LF 12" DIP @ 0.50%
51 LF
8
"
P
I
P
E
@
2
.
7
7
%
EX. 8"
SANITARY
SEWER
STA 34+56.69, 18.24' LT
IE: 32.27 8"CONC (NE) EXISTING
IE: 32.17 8" CONC (S) EXISTING
IE: 31.82 6" CONC (W) EXISTING
IE: 31.22 12" (N) EXISTING
RIM: 37.23
SDCB 39, EXISTING TYPE 2 CB
35.39
33.31
35.32
33.17
33.52
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
GARDEN AVENUE NORTH
FRONTAGE IMPROVEMENTS C6.6NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE STA 43+50 - SEE SHEET C6.5GARDEN AVENUE NORTH NORTH 4TH STREET4
C7.9
12' CONCRETE SIDEWALK
PER COR STD. PLAN 102
CONCRETE CURB AND GUTTER
PER COR STD. PLANS 101 AND 103
PRECAST FILTERRA UNITMUTCD R5-10a "BUS AND
AUTHORIZED VEHICLE
PARKING 5AM - 5PM", 30'
O.C., TYP.
BUS PARKING
STALLS
1
1TED-40-3930R-393024
KEYNOTES
CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
1
2
4
C7.11
1
1
8/23/2019
T
29+74 30+00
26+0027+0036N 181190.3350
E 1301987.7010
1879
FOUND 2" BRASS DISK
WITH PUNCH IN CASE
STA: 29+98.65 =
STA: 26+59.68
S89° 06' 10"E
521.91'N0° 54' 56"E749.92'FL: 35.33
FL: 35.26
MATCH EXIST.
FL: 35.13
FL: 35.11
MATCH EXIST.
FL: 35.59
MATCH EXIST.
FL: 35.22
FL: 35.32
FG: 35.38
FL: 35.77
MATCH EXIST.
TC: 35.82
TC: 35.70
FL: 35.23
FL: 35.43
FL: 35.35
FL: 35.29
FL: 35.14
MATCH EXIST.
FL: 35.52
TC: 35.90
MATCH EXIST.
TC: 35.90
MATCH EXIST.
TC: 35.70
FL: 35.42
FL: 34.97
FL: 35.38
FL: 35.18
FL: 35.26
FG: 35.54
FL: 35.46
FL: 35.01
R25.0'
R25.0'R25.0'R25.0'R25.0'
R25.0'
STA:30+53.88, 47.00'RT
STA:30+57.22, 46.48'LT
TC: 35.46
MATCH EXIST.TC: 35.14
TC: 35.67
MATCH EXIST.
STA:26+28.13, 31.88'LT
6" FREESTANDING CURB
TC: 35.45
TC: 35.87
TC: 35.62
TC: 35.64
MATCH EXIST.
TC: 35.73
TC: 35.85
MATCH EXIST.
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC /
PAINTED CROSSWALK
SEE DETAIL 3 ON SHEET C7.11
PERPENDICULAR CURB RAMP,
SEE DETAIL 2 ON
SHEET C7.12 (TYP.)
FL: 35.40
FG: 35.51
FG: 35.51
FG: 35.46
FG: 35.49
FG: 35.41
TC: 35.66
FL: 35.02 FG: 35.42
FG: 35.479.18%8.20%
3.09%
5.07%
EG: 35.69
EG: 35.71
EG: 35.74
0.93%6.07%
FL: 35.58
TC: 36.08
2.05%0.57%
FL: 35.77
TC: 35.74
TC: 35.97
FL: 35.641.50%1.26%
2.73
%
FL: 35.45
T
46+0046+8534+00 34+96S89° 06' 10"E
521.91'N1° 02' 58"E737.40' STA: 34+43.80 =
STA: 46+60.03
N 181183.3639
E 1302432.7952
508 FOUND 2" BRASS DISK
WITH PUNCH IN CASE
FG: 35.58
MATCH EXIST.
FG: 35.65
MATCH EXIST.
FG: 35.47
MATCH EXIST.
FG: 35.73
MATCH EXIST.
FL: 35.44
MATCH EXIST.FL: 35.45
FL: 35.44
FL: 35.38
FG: 35.61
FL: 35.43
FL: 35.43
FL: 35.47
FL: 35.59
MATCH EXIST.
FG: 35.60
FG: 35.63
PT
STA:45+92.93
16.12' RT
PC
STA:45+97.07
14.12' RT
PT
STA:46+08.41
11.45' RT
PC
STA:46+15.71
11.48' RT
R20.0'
R25.0'
R25.0'
STA:46+15.64, 31.47'RT
STA:45+81.60,
6.17'LT
R25.0'
R25.0'
STA:45+85.03, 4.00'RT
STA:46+12.93, 38.00'LT
FG: 35.51
MATCH EXIST.
FG: 35.47
MATCH EXIST.
FG: 35.40
MATCH EXIST.
FG: 35.97
FG: 36.02
FG: 36.05 FG: 35.74
FG: 35.72
FG: 36.02
FG: 35.91 FG: 35.89
FG: 35.96 FG: 35.93
FG: 35.58
FG: 35.59
FL: 35.39
FL: 35.42
FL: 35.46
FL: 35.50
FL: 35.48
FL: 35.60
FL: 35.65
FL: 35.68
PC
STA:45+85.03
21.00' LT
PT
STA:45+96.36
18.28' LT
PC
STA:46+01.41
15.72' LT
PT
STA:34+04.90
22.04' RT
NEW 12" CPEP S IE=31.22
SDCB 23
SDCB 22
36
TC: 36.03
STA:46+08.32, 36.45'RT
FG: 35.42
FL: 35.40
FL: 35.44
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC/PAINTED CROSSWALK
SEE DETAIL 3 ON SHEET C7.11
TC: 35.91
TC: 35.86
TC: 35.94
TC: 36.13
TC: 35.73
2.94%
5.4
5
%2.99%6.11%6.54%4.76%0.96%
PERPENDICULAR CURB
RAMP, SEE DETAIL 2,
SHEET C7.12 (TYP.)FG: 35.90
FG: 35.94
FG: 35.96
FG: 35.95
FG: 35.50
FG: 35.47 FG: 35.60
FL: 35.57
TC: 35.76
MATCH EXIST.
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NORTH INTERSECTION
IMPROVEMENTS C6.7
N
NORTH 4TH STREETPARK AVENUE NORTHNORTH 4TH STREET
GARDEN AVENUE NORTH1 1"=10'
NORTH 4TH STREET AND PARK AVENUE NORTH
INTERSECTION IMPROVEMENTS
2 1"=10'
NORTH 4TH STREET AND GARDEN AVENUE NORTH
INTERSECTION IMPROVEMENTS
GRAPHIC SCALE
0 10
1" = 10 FEET
5
BEGIN IMPROVEMENTS
AT NEAREST JOINT.TED-40-3930R-393025
1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE
ADJUSTED TO FINISHED GRADES.
2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED.
3.SCHOOL AHEAD SIGN PER MUTCD FIGURE 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL
PLANS FOR LOCATIONS.
GENERAL NOTES:
KEY NOTES
MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.
COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.
CROSSWALK ARROW PER MUTCD W16-7.
1
1
1
1
1
1
1
1 1
1
1
1
1
8/23/2019
T
T
10+00
20+00N 180530.7400
E 1301977.1589
FOUND 2" BRASS DISK
WITH PUNCH IN CASE
STA: 9+96.43 =
STA: 20+00.00
N0° 54' 56"E749.92'S89° 03' 29"E
562.99'
FG: 37.20
FG: 37.05 FG: 37.44
FG: 37.53
FG: 37.55
FG: 37.58
FG: 37.56
FG: 37.17
FG: 37.02
FG: 37.42
FG: 37.66
FG: 37.67
FG: 37.76
FG: 37.75
FG: 37.96
FG: 37.98
FG: 37.94 FG: 37.91
FG: 37.94
TC: 38.06
FL: 37.63
FL: 37.65
FL: 37.65
FL: 37.65FG: 37.58
MATCH EXIST.
FG: 37.62
MATCH EXIST.
R25.0'
STA:10+43.41, 30.95' LT
PC
STA:10+54.88
8.73' LT
FL: 36.93
PT
STA:20+30.92
22.00' RT
38
FL: 37.32
FL: 37.37
FL: 37.77
FL: 37.82FL: 37.82
FL: 37.75
FL: 37.31FL: 37.34
FL: 37.2
MATCH EXIST.
FG: 36.91
MATCH EXIST.
FG: 37.54
MATCH EXIST.
FL: 36.87
FL: 36.86
TC: 37.20
MATCH EXIST.
TC: 37.26
MATCH EXIST.
FG: 36.91
MATCH EXIST.
FG: 37.58
MATCH EXIST.
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC/PAINTED CROSSWALK
SEE DETAIL 3 ON SHEET C7.11
FG: 37.89
MATCH EXIST.
FG: 37.76
MATCH EXIST.
6.28%5.96%
4.81%5.22%6.40%7.60%BC: 37.44
BC: 37.46
TC: 37.47
FL: 36.96
TT
14+00 14+94
39+4840+00N 180523.4480
E 1302420.7060
FOUND 2" BRASS DISK
WITH PUNCH IN CASE
STA: 14+40.03 =
STA: 40+00.00
S89° 03' 29"E
562.99'N1° 02' 58"E737.40'FG: 38.09
MATCH EXIST.
FG: 38.21
MATCH EXIST.
FG: 38.24
MATCH EXIST.
FG: 38.27
MATCH EXIST.
FG: 38.05
MATCH EXIST.
FG: 37.96
MATCH EXIST.
FG: 37.68
MATCH EXIST.
FG: 37.49
MATCH EXIST.
FG: 37.66
MATCH EXIST.
FG: 37.85
MATCH EXIST.
FL: 38.00
FL: 37.99
FL: 37.95
FL: 37.91
FL: 37.83
FL: 37.83
FL: 37.82
FL: 37.83
FL: 37.55
MATCH EXIST.
FL: 38.00
MATCH EXIST.
FG: 38.04
FG: 38.19FG: 38.13
FG: 37.99
FG: 38.48 FG: 38.50
FG: 38.42 FG: 38.43
FG: 37.97
FG: 37.87
FG: 38.25 FG: 38.29
FG: 38.27FG: 38.24
FG: 37.98
FG: 37.85
R25.0'
R25.0'
R25.0'
STA:40+41.73, 34.78' RT
STA:40+40.50, 34.79' RT
FG: 38.78
FG: 38.81
FG: 38.83FG: 38.76
TC: 38.96
FG: 38.53
FG: 38.44FG: 38.41
FG: 38.56
FG: 38.68
FG: 38.81
FG: 38.51
FG: 38.45
FG: 38.50
FG: 38.55
FG: 38.16
FG: 38.21
FL: 37.99
FL: 38.04
FL: 37.98
FL: 38.07
FG: 38.06
TC: 38.02
TC: 38.56
FG: 38.28
FG: 38.04
FG: 38.09
FL: 38.48
FL: 38.43FL: 38.40
FL: 38.32 PC
STA:14+75.13
15.44' LT
PT
STA:40+53.03
12.48' RT
R25.0'
R25.0'
R25.0'
STA:40+41.88, 38.00' LT
STA:13+63.09, 7.00' RT
PT
STA:40+30.83
13.00' LT
FL: 38.07
FL: 37.98
FL: 37.94
FL: 37.92
MATCH EXIST.
FG: 38.48
MATCH EXIST.
FG: 38.48
MATCH EXIST.
R15.0'
STA:39+64.67, 33.23' RT
R15.0'
FG: 38.38
MATCH EXIST.
FG: 38.04
MATCH EXIST.
FG: 37.92
MATCH EXIST.
FL: 37.99
MATCH EXIST.
FL: 37.78
TC: 38.46
MATCH EXIST.
FL: 38.01
FL: 37.94
FG: 38.5
MATCH EXIST.
FG: 38.5
MATCH EXIST.
FG: 38.03
TYPICAL ALL FOUR ROADS,
THERMOPLASTIC/PAINTED
CROSSWALK
SEE DETAIL 3 ON SHEET C7.112.81%7.53%FL: 37.92
MATCH EXIST.
TC: 38.36
MATCH EXIST.
FL: 38.10
TC: 38.44
FG: 38.04
FG: 38.04
FL: 37.83
FL: 37.77
MATCH EXIST.
TC: 38.34
MATCH EXIST.
FG: 38.09
FG: 38.04
FG: 37.99
MATCH EXIST.FG: 38.01
MATCH EXIST.
FG: 37.78
MATCH EXIST.FG: 38.32
MATCH EXIST.
7.13%
PC
STA:14+18.65
32.61' RTFL: 37.79
FG: 37.97
FL: 37.840.14%6.23%0.32%
EG SLOPE
6.09%3.56%0.31%EG SLOPEFL: 37.89
FG: 38.72
FG: 37.92
FG: 37.91
0.50%
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SOUTH INTERSECTION
IMPROVEMENTS C6.8
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
NORTH 3RD STREETPARK AVENUE NORTHNORTH 3RD STREET GARDEN AVENUE NORTH1 1"=10'
NORTH 3RD STREET AND PARK AVENUE NORTH
INTERSECTION IMPROVEMENTS
2 1"=10'
NORTH 3RD STREET AND GARDEN AVENUE NORTH
INTERSECTION IMPROVEMENTS
PERPENDICULAR
CURB RAMP 2
C7.12
PARALLEL
CURB RAMP
1
C7.12
PERPENDICULAR
CURB RAMP
2
C7.12
PARALLEL
CURB RAMP1
C7.12
PERPENDICULAR
CURB RAMP
2
C7.12
PERPENDICULAR
CURB RAMP
2
C7.12
PERPENDICULAR
CURB RAMP
2
C7.12
PARALLEL
CURB RAMP
1
C7.12
1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE
ADJUSTED TO FINISHED GRADES.
2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED.
3.SCHOOL AHEAD SIGN PER FIGURE MUTCD 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL
PLANS FOR LOCATIONS.
GENERAL NOTES:
KEY NOTES
MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.
COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.
CROSSWALK ARROW PER MUTCD W16-7.
NEW SIGNAL TYPE 2, JUNCTION BOX W/ NON-SKID LID, MATCH
PROPOSED ELEVATION 37.99
ADJUST EXISTING COMMUNICATION MANHOLE RIM FINISHED GRADE TO
MATCH PROPOSED ELEVATION 37.97
ADJUST EXISTING WATER METER BOX, REPLACE LID WITH A NON SLIP
LID, MATCH PROPOSED GRADE, 38.34
RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT.
RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT LOCATED
HERE.
1
2
3
4
5
6
1
1
1
1
1
1
1
1TED-40-3930R-393026
1
1
1
1
1
23
4
6
6
6
6
6" TRANSITION TO FULL
6" FREE STANDING CURB.
SIDEWALK BEHIND CURB
TO BE AT ROAD GRADE.
8/23/2019
TTTPARK AVE NN 3RD STREETCL PARK AVE STA: 20+00 =
CL N 3RD STREET STA: 9+96.42
20+00 8+0010+00THERMOPLASTIC TYPE 2L LEFT TURN
ARROW PER WSDOT M-24.20-02
THERMOPLASTIC SHALL CONTAIN 3M
SERIES WET DRY ELEMENT
SEE DETAIL 1 ON THIS SHEET
ON EXISTING OVERHEAD POLE AND WIRE
REMOVE EXISTING R3-6 SIGN.
INSTALL R3-5 SIGN.
THERMOPLASTIC TYPE 2L LEFT TURN
ARROW PER WSDOT M-24.20-02
THERMOPLASTIC SHALL CONTAIN 3M
SERIES WET DRY ELEMENT
SEE DETAIL 1 ON THIS SHEET
LEFT LANE MUST TURN LEFT SIGN
PER MUTCD R3-7L, SIGN INSTALLATION
PER DETAILS ON SHEET C7.11
MUTCD S1-1 "SCHOOL" SIGN
WITH ARROW TO CROSSWALK
PER MUTCD W 16-7
PER DETAIL 1 ON SHEET C6.8
THERMOPLASTIC TYPE 2L LEFT TURN
ARROW PER WSDOT M-24.20-02
THERMOPLASTIC SHALL CONTAIN 3M
SERIES WET DRY ELEMENT
SEE DETAIL 1 ON THIS SHEET
APPROACH LINE PER CITY OF
RENTON STANDARD PLAN H0002
ON THIS SHEET
LEFT LANE MUST TURN LEFT SIGN
PER MUTCD R3-7L, SIGN INSTALLATION
PER DETAILS ON SHEET C7.11
BEGIN WHITE PAINT ON FACE OF CURB
END WHITE PAINT ON FACE OF CURB
20.00'
20.00'
BEGIN APPROACH LINE
MUTCD S1-1 "SCHOOL" SIGN
WITH ARROW TO CROSSWALK
PER MUTCD W 16-7
PER DETAIL 1 ON SHEET C6.8
MUTCD S1-1 "SCHOOL" SIGN
WITH ARROW TO CROSSWALK
PER MUTCD W 16-7
PER DETAIL 1 ON SHEET C6.8
MUTCD S1-1 "SCHOOL" SIGN
WITH ARROW TO CROSSWALK
PER MUTCD W 16-7
PER DETAIL 1 ON SHEET C6.8
MUTCD S1-1 "SCHOOL" SIGN
WITH ARROW TO CROSSWALK
PER MUTCD W 16-7
PER DETAIL 1 ON SHEET C6.8
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
OFF-SITE SIGNAGE PLAN C6.10
1.THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON TRANSPORTATION
MAINTENANCE DEPARTMENT FOR THE EXACT LOCATIONS OF ALL SIGNS.
2.THE CONTRACTOR SHALL TRIM ALL TREES ADJACENT TO NEW SIGNS TO PROVIDE
SIGHT DISTANCE AS REQUIRED BY THE CITY OF RENTON.
3.THE CONTRACTOR SHALL PROVIDE PRIVATE UTILITY LOCATES AT THE LOCATIONS OF
SIGNS. ADJUST THE LOCATIONS OF NEW FEATURES TO ENSURE CONFLICT WITH
UTILITIES DOES NOT OCCUR.
GENERAL NOTES: 8' - 0"2' - 8"3' - 0"1' - 0"8"8"2' - 4"1' - 6"
ELLIPSE "A"
AXIS
1' - 4"
1' - 2"
1' - 2"
10" ~ ELLIPSE "B" AXIS
ELLIPSE "A"
ELLIPSE "B"
CENTER POINT
OF ELLIPSES
MARKING AREA
7.73 SQ.FT.
GRID IS 4" (IN) SQUARE
SYMBOL & LANE
3' - 8"ELLIPSE "A" AXIS2' - 0"ELLIPSE "B" AXIS1 NOT TO SCALE
TYPE 2SL (LEFT) TRAFFIC ARROW
8/23/2019
T
T
30+00
32+00
34+00
26+0046+00CL N 4TH ST STA: 29+98.65 =
CL PARK AVE STA: 26+59.68 CL N 4TH ST STA: 34+43.80 =
CL GARDEN AVE N STA: 46+60.03
PARK AVE NGARDEN AVE NN 4TH STREET
LANE LINE PER CITY OF
RENTON STANDARD PLAN
H0002 ON SHEET C6.10
11' ±
STA:34+07.88, 11.11' RT
END LANE LINE
STA:30+62.89, 10.95' RT
BEGIN LANE LINE
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
OFF-SITE STRIPING PLAN C6.11
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.MIN.16"MAX.12" OUTLET PIPE
PIPE SUPPORT(S): 3" X .090"2'-6" MIN.6"2'-0" MIN.ROUND SOLID COVER
WITH LOCKING BOLTS.
FRAME & LADDER OR
STEPS OFFSET. SEE
NOTE 8. FRAME &
COVER ELEV. PER PLAN.
STEPS OR LADDER
ELEV.= ____
MIN.4"MIN.INLET PIPE
IE= ____
IE= ____
MANHOLE TYPE 2
PLAN
6"
MAX.
NOTES:
1'-0"2'-0" MIN.CLEANOUT GATE:
SHEAR GATE.
SEE DETAIL 3
THIS SHEET.
OVERFLOW
ELEV.= ____
RESTRICTOR PLATE
ORIFICE #1= ____ Ø
ELEV.= ____
1.PIPE SIZES AND SLOPES: PER PLANS.
2.OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
3.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2,
60" MIN. DIAM.
4.PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME
MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM.
STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL.
5.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060"
ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M
274. GALVANIZED STEEL SHALL HAVE TREATMENT 1.
6.OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD
COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO
THE BELL OF CONCRETE PIPE.
7.THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL
BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12"
MIN. DIAM.
8.FRAME AND LADDER OR STEPS OFFSET S0 THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
9.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE:
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4".
10.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON
ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
11.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED
SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I
REQUIREMENTS.
ORIFICE #2= ____ Ø
6"ELBOW DETAIL
NOT TO SCALE
ORIFICE #2= ____"Ø
ELEV.= ____
RIM ELEV.= ____
RISER
12"24" Ø IN12" OUT
2' MIN.
2"Ø AIR VENT
IE= ____
EXTEND TO LANDSCAPE
AREA FINISHED GRADE.
3.0'
EL=____
CC 18"COVERMINI.EL=____
CROWN AT
TYP
NOTES:
1.REFER TO DETAIL 5, THIS SHEET, FOR DETENTION
PIPE PLAN.
2.ALL TANKS CMPA, 3" X 1", (14 Ga.), AT S=0.0%
3.ACCESS RISERS ARE 36" CMP, SAME MATERIAL AS
TANK, WELDED OR FUSED TO TANK.
4.ACCESS RISER SPACING IS 100' MAXIMUM.
5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH
CONFINED SPACE WARNING IN ACCORDANCE WITH
OSHA AND L&I REQUIREMENTS.
DD
6"MIN.SEE NOTE 5LEVEL LINEMAXIMUM OPENING
OF GATE
SIDE
LIFT HANDLE
LEVEL LINE
FRONT
NOTES:
1.SHEAR GATE SHALL BE ALUMINUM ALLOY PER
ASTM B-26-ZG-32a OR CAST IRON ASTM A48
CLASS 30B AS REQUIRED.
2.GATE SHALL BE 8" DIAM. UNLESS OTHERWISE
SPECIFIED.
3.GATE SHALL BE JOINED TO TEE SECTION BY
BOLTING (THROUGH FLANGE), WELDING, OR
OTHER SECURE MEANS.
4.LIFT ROD: AS SPECIFIED BY MFR. WITH
HANDLE EXTENDING TO WITHIN ONE FOOT OF
COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5.GATE SHALL NOT OPEN BEYOND THE CLEAR
OPENING BY LIMITED HINGE MOVEMENT, STOP
TAB, OR SOME OTHER DEVICE.
6.NEOPRENE RUBBER GASKET REQUIRED
BETWEEN RISER MOUNTING FLANGE AND
GATE FLANGE.
7.MATING SURFACES OF LID AND BODY TO BE
MACHINED FOR PROPER FIT.
8.FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM.
STAINLESS STEEL.
9.ALTERNATE CLEANOUT/SHEAR GATES TO THE
DESIGN SHOWN ARE ACCEPTABLE, PROVIDED
THEY MEET THE MATERIAL SPECIFICATIONS
ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT
CIRCLE FOR BOLTING TO THE FLANGE
CONNECTION. ALTERNATE SHALL BE
REVIEWED AND APPROVED BY ENGINEER.
HANDLE WITH
LOCK PIN.
ADJUSTABLE LOCK
HOOK WITH LOCK
SCREW.
1" ROD OR
TUBING,
VARIABLE
LENGTH.
LIFT HANDLE SHALL
BE ATTACHED PER
MANUFACTURER'S
RECOMMENDATIONS.
SIX EVENLY SPACED
HOLES ON 10 3/8" BOLT
CIRCLE FOR BOLTING TO
FLANGE CONNECTION.
2"Ø AIR VENT CONNECT TO
CONTROL MANHOLE
IMPORTED
STRUCTURAL FILL
GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER
WSDOT SPECIFICATION 9-03.12(3), 95% COMPACTION;
OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER
AASHTO GRADATION NO. 8
0.5' DEAD
STORAGE
(TYP.)
REMOVABLE
WATER- TIGHT
COUPLING
MAX.
W.S.
SYSTEM 1 SYSTEM 2 SYSTEM 3
A SEE SHEET C3.1 SEE SHEET C3.2 SEE SHEET C3.1
B 33.75 35.06 34.58
C 31.87 32.95 32.96
D 2.80"1.44"0.60"
E 30.75 31.60 32.08
F 5.25"2.44"0.88"
G 28.75 29.60 30.08
H 34.50 35.00 33.40
I 30.75 31.60 32.08
A
B
C
D
E
F
G
H
I
D
C
AA
BB
SYSTEM 1 SYSTEM 2 SYSTEM 3
AA 30.25 31.10 31.58
BB 33.75 35.10 34.58
CC 42"48"36"
DD 36"36"24"
ACCESS RISER PER 1
C7.2
3' (TYP)42" CMPA, 3" X 1", (14 Ga.),
AT S=0.0%
36" CMPA, 3" X 1",
(14 Ga.), AT S=0.0%
(TYP)
DETENTION SYSTEM 1
DETENTION SYSTEM 3
STORM DRAINAGE NOTES
AND DETAILS I C7.1
60'
80'
68'
120'
48" CMPA, 3" X 1", (14 Ga.),
AT S=0.0%
DETENTION SYSTEM 2
1 CONTROL MANHOLE
NOT TO SCALE
3 SHEAR GATE
NOT TO SCALE
4
PIPE COMPACTION DESIGN AND BACKFILL
(COR STD. PLAN 220.00)
NOT TO SCALE
2 DETENTION PIPE SECTION
NOT TO SCALE
5 DETENTION PIPE PLAN
NOT TO SCALE
8" CPEP
IE: 32.81 TYP.OR 36" Ø INTED-40-3930R-393027
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.3'-0"INCREASE DEPTH
AS REQUIRED TO
MEET VERTICAL
ELEVATION OF THE
ACCESS RISER 12"6'-0"STEPS @ 12" O.C.
LOAD TRANSFER SLAB
6" MIN.
6" MIN.
6'-0"2" CLR.CL
3'-8"
3'-0"
PREFABRICATED LADDER (WSDOT STD. PLAN
NO. B-30.90-01) ATTACH TO LOAD TRANSFER
SLAB. TYPICAL FOR ALL PIPE TYPES
PER PLAN
EDGE OF SLAB SHALL EXTEND
PAST EDGE OF TANK AND
SHALL NOT REST ON PIPE
BOLT-DOWN CIRCULAR FRAME
AND COVER PER WSDOT STD
PLAN B-30.70-03
4" STYROFOAM MAT CUTOUT @
LID OPENING
CRUSHED SURFACING BASE P
COURSE
#5 @ 12" O.C. EACH WAY
CONCRETE
CONCRETE: 4000 PSI MIN. @ 28
DAYS 6 SACK MIX REBAR
GRADE 60
36"Ø CMP RISER WELDED TO
CMP DETENTION TANK FOR ADS
N-12 PIPE, PROVIDE 36" RISER
FUSED TO DETENTION TANK BY
MANUFACTURER
LADDER LATERAL
SUPPORT SECURED
TO PIPE OR RISER
AS APPLICABLE, 4'
MAX SPACING, MIN.
2 REQ'D
18" MAX
6" MIN
NOTES:
1.LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS.
2.LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN
AREAS.
3.ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS.
4.ACCESS RISER SPACING IS 100' MAXIMUM.
5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN
ACCORDANCE WITH OSHA REQUIREMENTS
#5 @ 12" O.C. SHORT
BARS TOP & BOTTOM
(TYPICAL)
(4) #5 TOP &
BOTTOM
LONG BARS
(4) #5 TOP &
BOTTOM
LONG BARS
#5 DIAGONALS
TOP & BOTTOM
HMA PAVEMENT
CAST IRON RING AND LOCKING COVER
7-3/4"
15"
8-3/4"
7"
4"
1/8" RAISE - 1/2"
WIDE BORDER
9"
10"
5/8"
STORM SEWER
1"
1'-0"
12"Ø
4-3/4"
2'-0"
DRILL AND TAP (SPLITTING
THE SEAM) SET MADE BOLT-
DOWN WITH 3/8" SS ALLEN-
HEAD BOLTS - 2 PLACES STORM
LETTERING
"STORM"
1/2"
NOTES:
1.PIPE MATERIAL PER PLAN.
2.PIPE DIAMETER PER PLAN.
3.ABS TO PVC USE PVC
ADAPTOR OR FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
4.PVC TO CAST IRON OR
CONCRETE USE FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
PROVIDE
WATER
TIGHT PLUG
FIBRE JOINT
PACKING
45° (1/8) BEND
3000 psi CLASS C
CONCRETE (TYP)
SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD
BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST 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.
4.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.
5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6.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.
7.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.
8.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.
9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE
CITY FOR REVIEW AND APPROVAL.
11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY,
STANDARD PROCTOR.
12.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.
13.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.
14.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
SECTION.
15.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.
16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17.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.
18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
SETBACKS LINES.
19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE 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.
21.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.
22.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:
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.
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.
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.
d.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH
INDIVIDUAL LOTS.
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).
f.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
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.
23.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.
24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25.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.
26.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 THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE
PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE
SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
STORM DRAINAGE NOTES
AND DETAILS II C7.2
1/2" RADIUS
BULLNOSE EDGE
TYP. 4 SIDES
2 STORM DRAIN CLEANOUT
NOT TO SCALE
1 DETENTION PIPE ACCESS RISER - TRAFFIC BEARING
NOT TO SCALE
2.0'
4-3/4"
1.0'
2.0'
4-3/4"
1.0'
LANDSCAPE AREAS: SET TOPS
AT OR JUST ABOVE GRADE.
SIDEWALK AREAS: SET TOPS
OF CLEANOUTS BENEATH
UTILITY BOX WITH TRAFFIC
RATED, LOCKABLE LID SET
FLUSH WITH WALKWAY.
FLOW PLUG TO BE
SEALED IN SAME
MANNER AS MAIN
SEWER JOINTS
FLOW
SEE PLAN FOR DIAMETER
SIZE
CAST IRON
RING AND
COVER PER
CLEANOUT
DETAIL 2
C7.2
3 NOT TO SCALE
TWO-WAY CLEANOUTTED-40-3930R-393028
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
4"FINISH GRADE
8" PVC
SCH 40 TYP.
2" MIN.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
FOOTING SUBDRAIN
1.00%
MIN.
8" PVC
CLEANOUT2
C7.2
SURFACE SEAL; NATIVE SOIL OR OTHER LOW
PERMEABILITY MATERIAL.
GRAVEL BACKFILL FOR DRAINS; WSDOT
STANDARD SPECIFICATIONS, SECTION
9-03.12(4),
FOUNDATION STRUCTURE
DRAIN PIPE; PERFORATED OR SLOTTED RIGID
PVC PIPE LAID WITH PERFORATIONS OR
SLOTS FACING DOWN; TIGHT JOINTED; WITH A
POSITIVE GRADIENT. DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE
BUILDING DOWNSPOUT DRAINS INTO FOOTING
LINE.
GEOTEXTILE FABRIC
6" MINIMUM DIA, 12"
MIN BELOW BASE OF
INTERIOR SLAB PER FOUNDATION DETAILSFOUNDATION DESIGN
PER LANDSCAPE AND
STRUCTURAL PLANS AND
DETAILS
1 FOOTING DRAIN
NO SCALE
2" MIN
4" MAX 18" MIN
2" MIN
PROVIDE
FITTINGS AS
REQUIRED.BUILDING
FOUNDATION SEE
STRUCTURAL
DETAILS
WALL, SEE STRUCTURAL DETAILS.
STORM DRAINAGE NOTES
AND DETAILS III C7.3STORM DRAINAGE NOTES
AND DETAILS III C7.3
2 DOWNSPOUT CONNECTION
NO SCALE
SECTION VIEW AA
Design Criteria:
INLET
A
PLAN VIEW
Notes:
OUTLET
A
DETAIL 1
Items Shown Are Subject To Change Without Notice
Issue Date: August 2012
Mailing Address
PO Box 588
Auburn, WA 98071
Phone:800-892-1538
Fax:253-735-4201
Email:opauburn@oldcastle.com
Delivering Reliability
opauburn.com
116
SCALE: 3/8"=1'-0"
GREASE ITERCEPTOR SINGLE VAULT SYSTEM
600-7000 Gallon System
GREASE WASTE FIXTURE UNITS =
FROM 2012 UPC, 1,000 GALLONS REQUIRED.
3 1000 GAL.GREASE INTERCEPTOR
NO SCALE
WASHED PEA
GRAVEL
4
REDUCED PRESSURE BACKFOW ASSEMBLY IN HOT BOX
(COR STD. PLAN 350.2)
NO SCALE
PROPOSED
ROOF DRAIN
"ZURN Z-886" TRENCH DRAIN
OR APPROVED EQUAL.
TRENCH DRAIN AND GRATE
SHALL BE RATED FOR HS-20
LOADING.
6"Ø PVC PIPE, TO CATCH
BASIN
1.2'
4"4"
3000 PSI
CONCRETE
DEPTH
VARIES
4"
GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR
STEEL, SHALL BE NON-SLIP, SHALL BE ADA-COMPLIANT, AND SHALL
BE RATED FOR H-20 LOADING.
5 TRENCH DRAIN
NO SCALE
GEOTEXTILE
FABRIC
2.0'
3.50'
0.50'
0.50'
6.0'TED-40-3930R-393029 W-393003WTR-27-39308/23/2019
MEDIA BAY
4'-0"CURB INLETOPENINGVAULT LENGTH
2'-0"
AA
PLAN VIEW
CLEAN OUT FRAME
AND COVER CAST INTO
TOP SLAB
TOP SLAB
TERRAFLUME TRAY
WITH BYPASS STUB
SECTION A-A
21" FILTERRA MEDIA
6" UNDERDRAIN
STONE LAYER 3" MULCH LAYER
OUTLET PIPE
BY OTHERS
(LOCATION VARIES)VAULTWIDTHUNDERDRAIN FLOWKIT
CURB
NOT BY CONTECH
JUNCTION
CHAMBER
JUNCTION CHAMBER
3'-5"FLOWFLOWUNDERDRAIN
TERRAFLUME TRAY
WITH BYPASS STUB
CURB AND GUTTER, TYP.
(NOT BY CONTECH)
SEE FILTERRA w/ TERRAFLUME
CURB INLET DETAIL SHEET
STREET
TREE FRAME AND GRATE
CAST INTO TOP SLAB
PLANT
PROVIDED BY
CONTECH
24" ACCESS COVER
AND FRAME CAST
INTO TOP SLAB
24" ACCESS
Ø2" IRRIGATION PORT,
TYP. 3 PLACES
4'-012"STRUCTUREINVERTTO TOP3'-1112"UNDERDRAININVERTTO TOP4'-612"MEDIA BAY
4' CURB
INLET
OPENING
VAULT LENGTH
2'-0"
AA
CURB
NOT BY CONTECH
TREE FRAME AND GRATE
CAST INTO TOP SLAB
CLEAN OUT FRAME AND
COVER CAST INTO TOP SLAB
TOP SLAB BYPASS
PIPE
TERRAFLUME TRAY
WITH BYPASS STUB
SECTION A-A
21" FILTERRA MEDIA
PROVIDED BY CONTECH
6" UNDERDRAIN STONE LAYER
PROVIDED BY CONTECH
3" MULCH LAYER
PROVIDED BY CONTECH
OUTLET PIPE
NOT BY CONTECH
(LOCATION VARIES)
PLAN VIEWVAULTWIDTH
BYPASS/UNDERDRAIN
FLOWKIT PROVIDED BY
CONTECH
JUNCTION
CHAMBER
JUNCTION
CHAMBER
3'-5"FLOWFLOW
PLANT
PROVIDED BY
CONTECH
UNDERDRAIN
BYPASS
24" ACCESS
24" ACCESS COVER AND FRAME
CAST INTO TOP SLAB
Ø2" IRRIGATION PORT,
TYP. 2 PLACES
4'-012"STRUCTUREINVERTTO TOP3'-1112"BYPASS/UNDERDRAININVERTTO TOP4'-612"ALTERNATE ORIENTATION
UD
BP
ALTERNATE ORIENTATION
UD
BP
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
FILTERRA DETAILS C7.4
800-526-3999 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE
FOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783;
RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
* DIMENSIONS MAY VARY ±
12" DEPENDING ON
PRECASTER BUILD
CONFIGURATION.
FTIBC-C LONG SIDE CURB INLET
DESIGNATION
(LONG SIDE)
SIZE
(MEDIA
BAY)
VAULT
LENGTH
VAULT
WIDTH
MAX.
BYPASS
PIPE
SIZE
MAX.
BYPASS
FLOW
(CFS)
UNDERDRAIN
PIPE DIA.
(PERF.)
TREE GRATE
QTY. & SIZE
FTIBC-C1006 10' x 6'12'-0"6'-0"10" SDR 35 2.37 6" SDR 35 (1) 4' x 4'
FTIBC-C1206 12' x 6'14'-0"6'-0"10" SDR 35 2.37 6" SDR 35 (2) 4' x 4'
INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE
FTIBC-C SHORT SIDE CURB INLET
DESIGNATION
(SHORT SIDE)
SIZE
(MEDIA
BAY)
VAULT
LENGTH
VAULT
WIDTH
MAX.
BYPASS
PIPE
SIZE
MAX.
BYPASS
FLOW
(CFS)
UNDERDRAIN
PIPE DIA.
(PERF.)
TREE GRATE
QTY. & SIZE
FTIBC-C0404 SS 4' x 4'6'-0"4'-0"6" SDR 35 1.42 4" SDR 35 (1) 3' x 3'
FTIBC-C0606 SS 6' x 6'8'-0"6'-0"10" SDR 35 2.37 4" SDR 35 (1) 3' x 3'
INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC or one of its affiliated companies ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner
without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site
work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
1 LONG SIDE CURB INLET
NOT TO SCALE 2 SHORT SIDE CURB INLET
NOT TO SCALE
3 FILTERRA WITH TERRAFLUME CURB INLET
NOT TO SCALETED-40-3930R-393030
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NOTE: ONLY WORK REQUIRED TO INSTALL THE CONCRETE PAD SHOWN BY THE DETAIL IS REQUIRED.
1
CONNECTION TO WATER MAIN WITH TAPPING TEE
AND VALVE (COR STD. PLAN 300.1)
NOT TO SCALE
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE 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 LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL
BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE INACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES
IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR
ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED
JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA
C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND
THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING
IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2
INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW
SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER
4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER
SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO
LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED
EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12
INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS
ARE TO BE LOWERED TO CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE
“POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING
OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER
LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &
SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO
A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH
TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
3 WATER PLAN GENERAL NOTES (COR STD. PLAN 300.0)
NOT TO SCALE
WATER UTILITY NOTES AND SPECIFICATIONS
WATER NOTES AND
DETAILS I C7.5
2 FIRE HYDRANT ASSEMBLY (COR STD. PLAN 310.1)
NOT TO SCALE
W-393004WTR-27-39308/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
1
CONCRETE BLOCKING FOR HORIZONTAL AND
DOWNWARD VERTICAL BENDS
(COR STD. PLAN 330.2)
NOT TO SCALE 2
CONCRETE BLOCKING FOR VERTICAL
FITTINGS (COR STD. PLAN 330.3)
NOT TO SCALE 3
SHACKLE RODS AND TIE BOLTS
(COR STD. PLAN 330.5)
NOT TO SCALE 4
DOUBLE CHECK DETECTOR CHECK ASSEMBLY
WITH STANDPIPE OUTSIDE INSTALLATION
(COR STD. PLAN 360.2)
NOT TO SCALE
WATER NOTES AND
DETAILS II C7.6WTR-27-3930W-393005
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
1
WATER SERVICE LOCATED IN PLANTING STRIP
(COR STD. PLAN 320.2)
NOT TO SCALE 2
COMPOUND DOMESTIC WATER METER
ASSEMBLY (COR STD. PLAN 320.4)
NOT TO SCALE 3
DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION (COR STD. PLAN 340.8)
NOT TO SCALE
WATER NOTES AND
DETAILS III C7.7
2.0'
24"
48"
30"
6"6"
3"
6"
12"
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE 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 LIMITED TO 8:30 AM TO 3:30 PM ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE OF ANY WORK IN THE 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION
MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND
C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR
MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON
PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND
HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA
C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS,
WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA
C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH
ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION
53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).
UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING
PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M &
H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
(OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT
INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH
NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH
THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER
OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS
SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER
TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5
INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY,
HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180
DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8
INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER
3-655 SAFETY YELLOW OR APPROVED EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS,LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW
FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES
BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO
CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING
“PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR
APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING
ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL
PERFORM THE CLEANING OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI
OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN
THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST
FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF
RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN
PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM
CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE
PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH
SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF
FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE
UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT
OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT
WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL
FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE
SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24)
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE
ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND
PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED
BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2)
INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS,
CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2)
INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION
WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS.
CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL
PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND
SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
GENERAL WATER NOTES
4
RECTANGULAR VANED GRATE
(COR STD. PLAN 204.20)
NOT TO SCALEWTR-27-3930W-393006
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
HMA CLASS 3/8", PG 64-22
4"
CLASS 4000 CEMENT
CONCRETE PAVEMENT
2.5"8"NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%.
IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE
REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
CLASS 4000 CEMENT
CONCRETE PAVEMENT
4"
8"
NOTES:
1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE
95% OF MAXIMUM DENSITY.
2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS.
3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT
4 FOOT INTERVALS.
4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES.
COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING
WALKS.
COMPACTED
SUBGRADE
PAVEMENT
0"-6"1" R
SEE ARCHITECT PLANS FOR CONSTRUCTION
JOINT LAYOUT
2% SLOPE MAX (1/4" DROP PER 1')
CEMENT
CONCRETE,
CLASS 4000
6"
2"TOOLED
JOINT
10" MIN.NON-SHRINK GROUT
3:1 SAND & CEMENT
(2) #6 BARS
9"
6'-0"
1" DIA HOLES
2" CLEARANCE (TYP)
4 1/2"
(2) 3/4 BARS
10" MAX.
6" MIN.
3" MIN.GROUT 1" DEPTH
NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS.
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
MIN.8"MIN.
PERMIT REQUIREDSTATE DISABLED PARKING
PARKING
RESERVED
PARKING
RESERVED
CONCRETE
2" DIA GIP SCH 40 18"2.5'4"BOTTOM OF SIGN
5'1'-0"
R7-8a SIGN AT VAN
ACCESSIBLE STALL
12"
8" CRUSHED
SURFACING
BASE COURSE 6"1" R (TYP)
2-1/2"5"1"2-1/2"6"10"
ADHESIVE, SEE NOTE
NOTE:
THE ADHESIVE SHALL MEET THE
REQUIREMENTS OF SECTION
9-26.1 FOR TYPE-II EPOXY
BONDING AGENT
DEPTH OF
THRU JOINT
1-1/2" R
(TYP)
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL
SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND
COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING
MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL
MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE
DETERMINED BY THE GEOTECHNICAL ENGINEER.
SURFACING NOTES AND
DETAILS I C7.8
NOTES:
1.PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS.
FIRE LANE NO PARKING
4" RED STRIPE
WHITE LETTERING WITH
3" BRUSH STROKE
12"18"2
LIGHT DUTY CEMENT CONCRETE
SIDEWALK SECTION (ON-SITE ONLY)
NOT TO SCALE 3
HEAVY DUTY ASPHALT CEMENT
PAVEMENT SECTION
NOT TO SCALE 4
HEAVY DUTY CEMENT CONCRETE
SIDEWALK SECTION (ON-SITE ONLY)
NOT TO SCALE
STRUCTURAL FILL
12"COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)8"STRUCTURAL FILL
12"HMA CLASS 3/8", PG 64-22
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)8"STRUCTURAL FILL
12"COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)8"STRUCTURAL FILL
12"12"
6"
6"
1
1
1 1
TOP OF CURB
1:1
1:1
AC
1
LIGHT DUTY ASPHALT CEMENT
PAVEMENT SECTION
NOT TO SCALE
GEOTEXTILE FABRIC GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
4" ON-SITE
7" OFF-SITE
5 INTEGRAL CURB AND WALK
NOT TO SCALE
6 EXTRUDED CURB
NOT TO SCALE
7 WHEELSTOP
NOT TO SCALE 8 FIRE LANE MARKING
NOT TO SCALE
9 ACCESSIBLE PARKING SPACE SIGNAGE
NOT TO SCALE 10 CURB DRAINAGE OPENING AT PARKING ISLAND
NOT TO SCALETED-40-3930R-393031
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
SURFACING NOTES AND
DETAILS II C7.9
2
NORTH 3RD STREET
(STA 10+82.48 TO STA 13+66.66)
NOT TO SCALE
CL
18'8'8'
0.5'
1.5%
LANDSCAPE
PLANTER
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
EXISTING
PAVEMENT
CEMENT CONCRETE
SIDEWALK PER CITY
OF RENTON STD.
PLAN 102
1.5%
1
PARK AVENUE STREET
(STA 20+34.65 TO STA 26+11.45)
NOT TO SCALE
CL ROW AFTERDEDICATION22'
2' SAWCUT
8'12'
0.5'
1.5%
LANDSCAPE
PLANTER
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
EXISTING
PAVEMENT
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STD. PLAN 102
1.5%
4
GARDEN AVENUE NORTH
(STA 40+64.85 TO STA 45+86.87)
NOT TO SCALE
2' SAWCUT
VARIES
1.0 TO 4.0%
VARIES
1.0 TO 4.0%
CL
EXISTING
PAVEMENT
ASPHALT CONCRETE
PAVEMENT SECTION
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
1.5%
21.0'
2' SAWCUT
5
CEMENT CONCRETE SIDEWALK
(IN THE PUBLIC RIGHT OF WAY) (COR STD. PLAN 102)
NOT TO SCALE 6
CEMENT CONCRETE CURBS (COR STD. PLAN 101)
NOT TO SCALE
7
CURB AND GUTTER REPLACEMENT
DETAIL (COR STD. PLAN 103)
NOT TO SCALEROW BEFOREDEDICATION3
NORTH 4TH STREET
(STA 30+58.53 TO STA 34+31.51)
NOT TO SCALE
CL
22'8'8'
0.5'
1.5%
LANDSCAPE
PLANTER
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
EXISTING
PAVEMENT
1.5%
2' SAWCUT
VARIES
1.0 TO 4.0%ROW AFTERDEDICATIONROW BEFOREDEDICATION4.5'
CEMENT CONCRETE
SIDEWALK PER CITY
OF RENTON STD.
PLAN 102 ROW AFTERDEDICATIONROW BEFOREDEDICATIONROW AFTERDEDICATIONROW BEFOREDEDICATION3.5'
MIN., VARIES
PER PLAN
12.0'
1
C7.11TED-40-3930R-393032
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
1
CEMENT CONCRETE DRIVEWAY ENTRANCES
NOTES AND DETAILS (COR STD. PLAN 104.2)
NOT TO SCALE 2
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE R1B (COR STD. PLAN 104.3)
NOT TO SCALE
SURFACING NOTES AND
DETAILS III C7.10
4"
COMPACTED BASE
5 FLOOR SLAB SUPPORT
NOT TO SCALE
CAPILLARY BREAK
VAPOR BARRIER
CEMENT CONCRETE FLOOR SLAB.
SEE STRUCTURAL PLANS.
3
TYPICAL LONGITUDINAL PATCH AND
OVERLAY FOR FLEXIBLE PAVEMENT
(COR STD. PLAN HO32)
NOT TO SCALE
4
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT (COR STD. PLAN HO32.1)
NOT TO SCALETED-40-3930R-393033
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
1
TYPICAL PATCH FOR RIGID PAVEMENT
PATCHING AND RESTORATION DETAIL (HO33)
NOT TO SCALE 2
SIGN MOUNTING ON SINGLE METAL POST
(COR STD. PLAN 129)
NOT TO SCALE
SURFACING NOTES AND
DETAILS IV C7.11
3
THERMOPLASTIC/PAINTED CROSSWALK
(COR STD. PLAN 127)
NOT TO SCALETED-40-3930R-393034
4
PRECAST FILTERRA UNIT
INTERNAL BYPASS - GRATE INLET
NOT TO SCALE
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
1 PARALLEL CURB RAMP (WSDOT STD. PLAN F - 40.12-03)
NOT TO SCALE
CURB RAMP DETAILS C7.12
LANDING
A
CURB RAMP
FACE OF CURB
A
`
C
B
SECTION A
CURB RAMPCURB RAMP
LEGEND
CURB RAMP
B
LANDING
LANDING
4"(TYP.)FACE OF CURB
SIDEWALK
SIDEWALK
CURB & GUTTER
SIDEWALK
SIDEWALK
CURB AND GUTTER
SECTION
SECTION
CROSSWALKCROSSWALK
GRADE BREAKGRADE BREAK
2.0% MAX.
2.0% MAX.2.0% MAX.GRADE BREAK
C2.0% MAX.2.0% MAX.3" R.
LANDING
PLAN VIEW PLAN VIEW
TYPE PARALLEL A TYPE PARALLEL B
SEE CONTRACT PLANS
NOTES
LANDING
DEPRESSED CURB & GUTTER
DEPRESSED CURB & GUTTER
CURB RAMP
CURB RAMP 4"(TYP.)4"(TYP.)ISOMETRIC VIEW
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
TYPE PARALLEL B PAY LIMIT
SLOPE IN EITHER DIRECTION
TOP OF
ROADWAY
COUNTER SLOP
E
5.0% MAX.VARIES8.3% MAX.8.3% MAX.
8.3% MAX.
SEE CONTRACT PLANS
2.0% MAX.
GRADE BREAK
GRADE BREAK
4' - 0" MIN. ~
SEE CONTRACT PLANS
3/8" EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10
4' - 0" MIN. (TYP.) ~
SEE CONTRACT PLANS
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
3/8" EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10
4' - 0" MIN. (TYP.) ~
SEE CONTRACT PLANS
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
4' - 0" MIN. ~
SEE CONTRACT PLANS
3/8" EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10
PEDESTRIAN CURB ~
SEE NOTE 9
DEPRESSED CURB & GUTTER ~
SEE STANDARD PLAN F-10.12
AND NOTE 6
CEMENT CONCRETE PEDESTRIAN
CURB ~ SEE NOTE 9
4' - 0" MIN.
4' - 0" MIN.15' - 0" MAX.
SEE NOTE 7
15' - 0" MAX.
SEE NOTE 7
15' - 0" MAX.
SEE NOTE 7
4' - 0" MIN.
SEE CONTRACT PLANS
3/8" EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10 "CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT ~ SEE NOTE 6
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT ~ SEE NOTE 6
1.PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED CROSSWALK.
CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED
CROSSWALK, OR AS SHOWN IN THE CONTRACT PLANS.
2.WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK
BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH.
3.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB
RAMP OR LANDING.
4.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD PLAN
F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND
PEDESTRIAN CURB DETAILS.
5.SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS.SEE
CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK.
6.THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE __" DOES NOT INCLUDE THE
ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, PEDESTRIAN
CURB, OR SIDEWALKS.
7.THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH
TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN
CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE
RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE.
8.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
9.PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF
THECURB RAMP AND/OR LANDING WILL BE AT THE SAME ELEVATION AS THE CURB
RAMP OR LANDING AND THERE WILL BE NO MATERIAL TO RETAIN.
FACE OF CURB
CURB RAMP
CROSSWALK`
2.0% MAX.
A
10.0% MAX.
2.0% MAX.
LANDING
TOP OF ROADWAY
A
CROSSWALK
`
LANDING LANDING
CURB RAMP
FACE OF CURB
A
2.0% MAX.
LEGEND
2' - 0"
MIN.
3" R. TYP.
ISOMETRIC VIEW
10.0% MAX.
MEASURED PARALLEL
TO CURB (TYP.)
(SHOWN WITH BUFFER)
DETAILCURB RADIUS
D
ISOMETRIC VIEW
SECTION
NOTES
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
TYPE PERPENDICULAR B PAY LIMIT TYPE PERPENDICULAR A PAY LIMIT
TYPE PERPENDICULAR BTYPE PERPENDICULAR A
CEMENT CONCRETE CURB RAMP "TYPE
SEE CONTRACT PLANS
DEPRESSED CURB AND GUTTER
CURB RAMP
PROVIDE SMOOTH
TRANSITION TO
SIDEWALK
WIDTH (TYP.)
GRADE BREAK
3/8" EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
3/8" EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
SLOPE IN EITHER DIRECTION
D
8.3% MAX.4"(TYP.)CEMENT CONCRETE
SIDEWALK ~ SEE NOTE 5
PLAN VIEW PLAN VIEW
PERPENDICULAR B" PAY LIMIT ~ SEE NOTE 6
CEMENT CONCRETE CURB
AND GUTTER ~ SEE NOTE 4
GRADE
BREAK
FLARE (TYP.)
SLOPE TREATMENT ~
SEE STANDARD PLAN F-30.10
4' - 0" MIN.15' - 0" MAX.
SEE NOTE 7
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER ~
SEE STANDARD PLAN F-10.12
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER ~
SEE NOTE 4
CURB, OR CURB
AND GUTTER ~
SEE NOTE 4
DEPRESSED CURB AND GUTTER ~
SEE NOTE 4
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
SEE CONTRACT PLANS ~
4' - 0" MIN.
CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH ~ SEE CONTRACT PLANS
SEE CONTRACT PLANS ~
4' - 0" MIN.
TRANSITION TO SIDEWALK BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) ~
SEE CONTRACT PLANS
CURB, OR CURB
AND GUTTER ~
SEE NOTE 4
CEMENT CONCRETE SIDEWALK ~
SEE NOTE 5SEE CONTRACT PLANS ~
4' - 0" MIN.
SEE CONTRACT PLANS ~
4' - 0" MIN.
BUFFER WIDTH ~ MATCH TO
CURB RAMP DEPTH (TYP.)
CEMENT CONCRETE
PEDESTRIAN CURB ~
SEE NOTE 4
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
CURB RAMP WIDTH 4' - 0" MIN.
LANDING TO MATCH CURB RAMP
WIDTH ~ SEE CONTRACT PLANS
CEMENT CONCRETE
PEDESTRIAN CURB ~
SEE NOTE 4
1.PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED
CROSSWALK. CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE
ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS.
2.WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE
BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH.
3.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB
RAMP OR LANDING.
4.SEE THE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD
PLAN F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND
PEDESTRIAN CURB DETAILS.
5.SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS. SEE
CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK.
6.THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE __" DOES NOT INCLUDE THE
ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER,
PEDESTRIAN CURB, OR SIDEWALK.
7.THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN
CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAXIMUM LENGTH,
THE RUNNING SLOPE OF THE CURB RAMP SHALL AS FLAT AS FEASIBLE.
8.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
COUNTER SLOPE ~
5.0% MAX.
2 PERPENDICULAR CURB RAMP (WSDOT STD. PLAN F - 40.15-03)
NOT TO SCALE
MAX.MIN.
A
B
C
D
A
B
B
0.65"
0.9"
0.45"
CURB RAMP
TRUNCATED DOME SPACING
A
6' MIN.15' MAX.RAIL
LANDING
E
PLACEMENT GUIDELINES6' - 0" MIN.TRUNCATED DOME DETAILS
WIDTH OF
WALKWAY
SHARED-USE PATH CONNECTION
PATH OR
WALKWAY
WIDTH OF CURB RAMP
SHARED-USE
PATH OR
WALKWAY
WIDTH OF SHARED-
USE PATH OR
WALKWAY (TYP.)
WALKWAY WALKWAY
FLAREFLARE
WALKWAYWALKWAY
WIDTH OF
LANDING
BACK OF CURB ~
SEE NOTE 2
(GRADE BREAK BETWEEN CURB AND
LANDING > 5 FT. FROM BACK OF CURB)
WALKWAY
SINGLE DIRECTION CURB RAMP
BACK OF CURB
GRADEBREAK 2' - 0"
MIN.(GRADE BREAK BETWEEN CURB AND
LANDING ≤ 5 FT. FROM BACK OF CURB)
LANDING
WIDTH OF CUT-THROUGH
(TYP.)
BACK OF CURB ~
SEE NOTE 2BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
WIDTH OF CURB RAMP,
LANDING, OR WALKWAY DETECTABLE WARNING
SURFACE (TYP.) ~
SEE NOTE 3
DETECTABLE WARNING
SURFACE (TYP.) ~
SEE NOTE 3
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
PERPENDICULAR CURB RAMP
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
D
C
A
__
A
TRUNCATED DOME
SECTION
0.90"
2.40"1.60"
1.40"
PEDESTRIAN RAILROAD CROSSING6' MIN.15' MAX.LANDING
CURB RAMPCURB RAMP
E 0.2"0.2"
CURB RAMP
SEE NOTE 3
PARALLEL CURB RAMP
SINGLE DIRECTION CURB RAMP
SHOULDER2'- 0"MIN.ROUNDABOUT SPLITTER
ISLAND
DETECTABLE WARNING SURFACE DETAIL
CURB AND GUTTER
MEDIAN CUT-THROUGH
ISLAND CUT-THROUGH
CURB RAMP, LANDING, CUT-
THROUGH OR WALKWAY
MATCH TO WIDTH OF CURB RAMP,
LANDING, CUT-THROUGH OR
WALKWAY
CURB RAMP
WIDTH OF
WALKWAYWALKWAY
LANDING GRADEBREAKDETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 3
PAVEMENT
EDGE
2' - 0" MIN.
2' - 0" MIN.(SEE NOTE 6)
BACK OF CURB ~
SEE NOTE 2
(SEE NOTE 6)
(SEE NOTE 6)
BACK OF CURB ~
SEE NOTE 2
(SEE NOTE 6)
BACK OF CURB ~
SEE NOTE 2
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTES 4 & 7
OFFSET
SEE NOTE 8
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTES 4 & 5
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 4
DIRECTION OF
TRAVEL
2' - 0" MIN. ~
TYP. OF ALL
APPLICATIONS
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 3
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
WIDTH OF CUT-
THROUGH (TYP.)
WIDTH OF CUT-THROUGH
(TYP.)
1.THE DETECTABLE WARNING SURFACE (DWS) SHALL EXTEND THE FULL WIDTH OF THE
CURB RAMP, LANDING, OR OTHER ROADWAY ENTRANCE AS APPLICABLE. EXCEPTION:
IF THE MANUFACTURER OF THE DWS REQUIRES A CONCRETE BORDER AROUND THE
DWS, A VARIANCE OF UP TO 2 INCHES ON EACH SIDE OF THE DWS IS PERMITTED.
2.THE DETECTABLE WARNING SURFACE (DWS) SHALL BE PLACED AT THE BACK OF
CURB, WITH THE TWO LEADING CORNERS OF THE DWS PANEL PLACED ADJACENT TO
THE BACK OF THE CURB, AND WITH NO MORE THAN A 2 INCH GAP BETWEEN THE
DWS AND THE BACK OF THE CURB MEASURED AT THE CENTER OF THE DWS PANEL.
EXCEPTION: IF THE MANUFACTURER OF THE SELECTED DWS REQUIRES A CONCRETE
BORDER AROUND THE DWS, A VARIANCE OF UP TO 2 INCHES FROM THE BACK OF
THE CURB IS PERMITTED (MEASURED AT THE LEADING CORNERS OF THE DWS
PANEL).
3.THE ROWS OF TRUNCATED DOMES SHALL BE ALIGNED TO BE PERPENDICULAR TO
THE GRADE BREAK AT THE BACK OF CURB.
4.THE ROWS OF TRUNCATED DOMES SHALL BE ALIGNED TO BE PARALLEL TO THE
DIRECTION OF TRAVEL.
5.IF CURB AND GUTTER ARE NOT PRESENT, SUCH AS A SHARED-USE PATH
CONNECTION, THE DETECTABLE WARNING SURFACE SHALL BE PLACED AT THE
PAVEMENT EDGE.
6.SEE STANDARD PLANS FOR SIDEWALK AND CURB RAMP DETAILS.
7.IF A CURB RAMP IS REQUIRED, THE LOCATION OF THE DETECTABLE WARNING
SURFACE MUST BE AT THE BOTTOM OF THE RAMP AND WITHIN THE REQUIRED
DISTANCE FROM THE RAIL.
8.WHEN THE GRADE BREAK BETWEEN THE CURB RAMP AND THE LANDING IS LESS
THAN OR EQUAL TO 5 FT. FROM THE BACK OF CURB AT ALL POINTS, PLACE THE
DETECTABLE WARNING SURFACE ON THE BOTTOM OF THE CURB RAMP DIRECTLY
ABOVE THE GRADE BREAK.
3 DETECTABLE WARNING SURFACE (WSDOT STD. PLAN F - 40.15-02)
NOT TO SCALE
NOTESTED-40-3930R-393035
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
STORM DRAINAGE NOTES
AND DETAILS IV C7.13
1 CATCH BASIN TYPE 1 (COR STD. PLAN 200.00)
NO SCALE 2 CATCH BASIN TYPE 2 (COR STD. PLAN 201.00)
NO SCALE 3
CATCH BASIN INSTALLATION
(COR STD. PLAN 202.00)
NO SCALE 4 RECTANGULAR FRAME (COR STD. PLAN 204.00)
NO SCALE
16.2"
15.0"
16.0"
5 SDCB 22 DETAIL
NO SCALE
SDCB 22
12" CPEP
12" CPEP
12" CPEPTED-40-3930R-393036
1.8"
1.7"
2.4"
8/23/2019
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF
2 ADDENDUM NO. 3 WJF 3/17/17 WJF
3 CITY COMMENTS WJF 4/21/17 WJF
4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF
5 RAMP REVISION WJF 2/22/18 WJF
CONSTRUCTION RECORD DRAWINGS
AS-BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
STORM DRAINAGE NOTES
AND DETAILS V C7.14
1
RECTANGULAR SOLID METAL COVER
(COR STD. PLAN 204.10)
NO SCALE 2
RECTANGULAR HERRINGBONE GRATE
(COR STD. PLAN 204.40)
NO SCALE 3
STORM ROUND FRAME AND COVER
(COR STD. PLAN 204.50)
NO SCALE
4
MISCELLANEOUS DETAILS FOR
DRAINAGE STRUCTURES
(COR STD. PLAN 204.60)
NO SCALE
ONLY ONE OF THE LISTED TITLE REPORTS CONTAINED THE ASSOCIATED SUPPORT DOCUMENTS. DUE
TO THIS, NOT ALL EASEMENTS MAY BE SHOWN.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700523-WA1 DATED NOVEMBER 3, 2014
LOT 11, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY
UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607577.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700528-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 225TH FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING
TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700531-WA1 DATED NOVEMBER 6, 2014
THE EAST 75 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING TO TH PLAT THEREOF
RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700518-WA1 DATED NOVEMBER 5, 2014
LOTS 1 THROUGH 6 INCLUSIVE, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700530-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 175 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING
TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700525-WA1 DATED NOVEMBER 3, 2014
LOT 13, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY
UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607575.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700529-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 125 FEET OF LOTS 11 AND 12, BLOCK 3SARTORISVILLE, ACCORDING TO
TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700519-WA1 DATED NOVEMBER 3, 2014
LOT 7, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700524-WA1 DATED NOVEMBER 6, 2014
LOT 12, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON
EXCEPT THE FOLLOWING DESCRIBED PORTION:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 12; THENCE NORTH 00°55'02" EAST ALONG THE
WEST LINE OF SAID LOT, A DISTANCE OF 44.98 FEET TO THE NORTH LINE OF SAID LOT; THENCE SOUTH
89°06'59" EAST ALONG SAID NORTH LINE A DISTANCE OF 6.02 FEET; THENCE SOUTH 04°43'55" WEST A
DISTANCE OF 45.08 FEET TO THE SOUTH LINE OF SAID LOT; THENCE NORTH 89°06'44" WEST ALONG SAID
SOUTH LINE, A DISTANCE OF 3.02 FEET TO THE POINT OF BEGINNING.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-779077-WA1 DATED FEBRUARY 18, 2016
LOTS 1 THROUGH 10, INCLUSIVE, BLOCK 3, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 8 OF PLATS, PAGE 7, RECORDS OF KING COUNTY, WASHINGTON.
LEGAL DESCRIPTION TED-40-3930R-393037
8/23/2019