HomeMy WebLinkAboutzR-4308setTr
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
Surface Water Enginering
JFarah 07/10/2024 01
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
S 23RD STREET
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PARCEL NUMBER
3023059073
SITE ADDRESS
2300 TALBOT ROAD S, RENTON, WA 98055
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY
CORRECTED GPS OBSERVATIONS USING WSRN AND
GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE
CUL DE SAC)
ELEV: 230.75
BASIS OF BEARING
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION,
BASED ON GPS OBSERVATIONS USING WSRN AND
GEOID 2012A. UNITS OF MEASUREMENT ARE US
SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE
CUL DE SAC)
LEGAL DESCRIPTION
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30,
TWIN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING
COUNTY, WASHINGTON
FILL SPECIFICATION
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.
AS -BUILT NOTE
CONTRACTOR SHALL FURNISH AS -BUILT RIM ELEVATIONS,
PIPE INVERT ELEVATIONS, AND STRUCTURE LOCATIONS
(COORDINATES) TO THE NEAREST 0.01 FOOT FOR ALL STORM
DRAINAGE AND UTILITY STRUCTURES, AND AS -BUILT SLOPE
MEASUREMENTS TO THE NEAREST 0.01 % FOR ALL CURB
RAMP AND LANDING PANEL JOINTS. CONTRACTOR SHALL
ENGAGE WITH A PROFESSIONAL LAND SURVEYOR LICENSED
IN THE STATE OF WASHINGTON TO FURNISH AS -BUILT
INFORMATION.
AUTOCAD FILE
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
CONTACT: JAMES A. DALEY
TOPOGRAPHIC NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE
ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THESE DRAWINGS AS A RESULT.
TRENCH NOTE
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.
UTILITY NOTE
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 INCUR 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.
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VICINITY MAP
NOT TO SCALE
OWNER/APPLICANT
RENTON SCHOOL DISTRICT
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
PHONE: 425-204-4437
CONTACT: ANDREW HOLLENBACK
EMAIL: ANDREW. HOLLENBACK@RENTONSCHOOLS.US
ARCHITECT
HUTTEBALL + OREMUS ARCHITECTURE
4010 LAKE WASHINGTON BOULEVARD NE, SUITE 320
KIRKLAND, WA 98033
PHONE: 425-828-8948
CONTACT: KEVIN OREMUS
EMAIL: KOREMUS@HOARCH.COM
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CIVIL ENGINEER
AHBL INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PHONE: 253-383-2422
CONTACT: DAVID NASON
EMAIL: DNASON@AHBL.COM
SURVEYOR
AHBL INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PHONE: 253-383-2422
CONTACT: DAVE FOLLANSBEE
EMAIL: DFOLLANSBEE@AHBL.COM
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
SHEET INDEX
Sheet No.
Sheet Title
C0.0
COVER SHEET
C1.0
OVERALL DEMOLITION & TESC PLAN
C1.1
AREA 1 DEMOLITION & TESC PLAN
C1.2
AREA 2 DEMOLITION & TESC PLAN
C1.3
AREA 3 DEMOLITION & TESC PLAN
C1.4
AREA 4 DEMOLITION & TESC PLAN
C1.5
AREA 6 DEMOLITION & TESC PLAN
C2.0
OVERALL SITE IMPROVEMENTS PLAN
C2.1
AREA 1 SITE IMPROVEMENTS PLAN
C2.2
AREA 2 SITE IMPROVEMENTS PLAN
C2.3
AREA 3 SITE IMPROVEMENTS PLAN
C2.4
AREA 4 SITE IMPROVEMENTS PLAN
C2.5
AREA 5 SITE IMPROVEMENTS PLAN
C2.6
AREA 6 SITE IMPROVEMENTS PLAN
C2.7
AREA 7 SITE IMPROVEMENTS PLAN
C2.8
SITE IMPROVEMENTS NOTES & DETAILS
C2.9
SITE IMPROVEMENTS DETAILS
R=4308011
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TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
— — — 6/21 /2023
NOTICE
ALTERATION OF THIS DOCUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUIENT DOES NOT DEROGATE FROM RESERVED
OWNERSHIP WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
COVER SHEET
Designed by: Drawn by: Checked by:
JAD JAD DCN
Sheet No.
■
01 of 17 Sheets
Tr
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
TALBOT HILL ELEMENTARY SCHOOL 0
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N., o
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. CD
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EROSION AND SEDIMENT CONTROL tESCI STANDARD PLAN NOTES:
THE FOLLOWING IS A LESTINC -d [,i: '.IL AL NOTES THAT SHALL BE INCOR'' RATIO IN THE EROSION AND SEDIMENT CONTROL SE5C) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER- THE APPLICANT SHALL NOT RENUMBER NIOR ED(TT HE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
I- BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPIUCANT, AND THE APPLICANT'S CONTRACTOR
2 THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WA5HINGTON STATE DEPARTMENT OF ECQLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT- IF IT IS REOUERED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOL03Y
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT
3• THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS 714AT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS-
4- THE BOUNDARIES OF THE CLEARING LIMITS, SENSTITVE AREAS AND THEIR SUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ONTHE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LJMTTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTiESC SUPERVISOR FOR THE DURATiON OF
CONSTRUCTION
6. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLEDATTHE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REGUI RED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
GLEAN AND TRACK -CUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OF F91TE_ PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY WRING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM FNTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL HE PERFORMED OFFSITE OR IN DESIGNATED CONCRETE WASHO➢TAREAS (WNLY. AQ NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON .SLTE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR T O LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC 8MPS 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. ALL ESC BMPS SHALL SE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABIUZED TO ENSURE PUTT=HTiAL FOR ON SITE EROS ION DOES NOT MST THE IMPLEMENTATION,
MAINTENANCE REPLACLTMIENT, ENHANCEMENT. AND REMOVAL OF ESC BMPS SMALL HE THE RESPONSIBILITY OF THE APPLICANT.
S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLLTIE RUNOFF SHALL BE OISPOSW OF PROPERLY
9 THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTIENDEO TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE_ THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO EASIJRE
COMPLETE S&TATEON CONTROL ON THE PROPOSED SITE • DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TGPROIA05 ADDITIONAL ESC BMPS- OVER AND ABOVE MRNIMUM
REQUIREMENTS- AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATERQUALITY OF THE RECEIVING DRAIRAGE SYSTEM.
10 APPROVAL OF THIS PLAN IS FOR ESC ONLY 11 DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE OESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTOR S,
CHANNELS. OR STDRMWAYER FACILITIES
11 ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SV13hIfT7ED TO THE CITY FOR REVIEW AND APPROVAL
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS OU RING THE WET SEASON ICICT06ER IST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON /MAY IST THROUGH SEPTEMBER 30TH) SHALL BE IM MEDIATELY STABILIZED VITITL TR-IE APPROVED
ESC COVER METHODS {E.G., SEEDING, MULCHING. PL04TJC COVERING. ETC./ IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM
13. WET SEASON ESC REQUIREMENTS APPLY TOALL CONSTRUCTION SITES BETWEEN OCTOBER IST AND APRIL 30TH- UNLES S OTHERWISE APPROVED BY THE CI I.r
14 ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT RECURRING FMMFOIATE ATTENT104. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS
15. THE FSC BMPS ON INACT IVE SITES SHALL BE INSPECTED AND MAINTAINED AT A -MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT -
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQU /RED BY THE CITY
15 BEFORE COMMENCEMENT OF ANY CONSTRUCTWN ACTIVITY. CATCH BASIN INSERTS PER THECETY STANDARD PLAT/ 2M3D SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN SIX FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SFWLL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17 AT NO TIME SHALL SEDWENTACCLIAWIATION EXCEED N3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CDNVEVANCE LINES SHALL L+_
CLEANED PRIOR TO PAVING. THE CLEAMNO OPERATION SHALL NOT FLUSH SEM MENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
19. ANY PERMANENT STOR19WATER FACILITY LOCATION USED ASA TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM W ITS PERMANENT STATE, TH E
TEMPORARY FACILITY SHALL RE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY
1 i I PERMEABLE 9 AREAS DE316NA7ED ON THE PLAN S CONTAMlING EXISTING STORMWATER FACILITIES OR ON -SITE TE BMPS AMENDED SOILS BIORETENTIDN PE FABLE PAVEMENT
i) [
ETC ) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEOFMENTA71M AND COMPACTION DURING CONSTRUCTION
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER IST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATKNN FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEER OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO 13E SODDED OR SEEDEO AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUSMITYEA -TO THE CITY FOR REVIEW
21 PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL HE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PRO.IECTSITE,
ALL ESC BMPS SHALL BE REMOVED, AND STDRMWATER CGNVEYA"CE SYSTEMS, FACILITIES. AND ON•SITE BMPS SHALL BE RESTORED TO THEIR FULLY
N T AR THE P I FUNCTIONING CONDITION. ALL DISTURBED AREAS OF E PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED- AT A MINIMUM.
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WELL DEVELOP SHORTLY AFTER FINAL APPROVAL MUL6H
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER IS7.
22 ROOKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS- ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS- ROCKERIES OUTSIDE OF
ROAD RIGHT5-OF-WAV SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
UNLESS OniT1 WlSI NOTTf] GRAWNG IS NOT TEL S`-ALF INTSI
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STD. PLAN - 25$.00
URPUBLIC WORKS EROSION AND SEDIMENT CONTROL
DEPARTMENT STANDARD PLAN NOTES 6RZ 9/28/2019 I
. .. .. DATE
3TESC STANDARD NOTES
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DEMOLITION NOTES
S MAX
DRAINAGE GRATE TRIM
GRATE FRAME _
C_ OVERFLCW 3YPASS
r
BELOW INLET GRATF DEVICE
nyls
SEDIMENT AND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE ORATE
(RECTANGULAR GRATE SHOWM RETRIEVAL SYSTEM r".1
OVERFLOW BYPASS {TYP-)
BELOW INLET GRATE DEICE
ISOMETRIC VIEW
NOTES:
I PROTECTION SHALL BE PROVIDED FOR ALL STORM DRALN INLETS DOWNSLOPE AND W(THIN SDD FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP
2- INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3- THE CONTRIBUTING DRAINAGE AREA MUST NOT 9E LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVI CE IBIGDI FOR THE STORMWATER STRUCTURE IT WILL SERVICE-
5- THE BIG➢ SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM [OVERFLOW BYPASS).
6, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE "0 WITHOUT SPILLING THE COLLECTED MATERIAL.
T. PERFORM MAINTENANCE IN AC CORDANCE WITH STANDARD SPECIFICATION 8-01.3(i 5j.
8- ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-TH1RD OF THE AVAILABLE
STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY -
UN LE5S OT Ii ER W LSE NOTE O. DRAWING IS NOT TO SCALE E W SI
STD. PLAN - 216.30
URIPUBLIC WORKS APPIR Lu:
DEPARTMENT CATCH BASIN INSERT IGAZ 9/28/2018 1
DATE
CATCH BASIN INSERT
NOT TO SCALE
1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE
THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER
EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS
INDICATED BY THIS DRAWING AND 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 OF THE OWNER'S PROPERTY, ALL
DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL UTILITIES
HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. CONTRACTOR
SHALL COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION.
5. COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND ELECTRICAL PLANS.
CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE
POWER TO OTHER AREAS.
6. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL AS -BUILT
LOCATION.
7. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS IS
PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. CONTRACTOR SHALL
ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR THE NEW BUILDING.
8. COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT AS A
WORKING SURFACE AS LONG AS FEASIBLE.
9. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE
WITH WATER UNTIL SURFACE IS WET. SEE BMP C140.
10. SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.
N
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
LEGEND
RIGHT-OF-WAY/ PROPERTY LINE
REMOVE EXISTING ASPHALT
A +' REMOVE EXISTING CONCRETE
® INLET PROTECTION 2
C1.0
- - - - - - - - - - - SAWCUT LINE
-XXX- - EXISTING MAJOR CONTOURS
- -XXX- - EXISTING MINOR CONTOURS
CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, AND MAINTAIN
TEMPORARY 6 FOOT CHAINLINK SECURITY FENCE AT SITE
PERIMETER FOR ENTIRE DURATION OF PROJECT. SECURITY
FENCE SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO,
CHAINLINK FABRIC, RAILS, POSTS, GATES, LOCKS, AND BRACES.
CLEARING LIMITS NOTE
THE CLEARING LIMITS SHOWN MAY NEED TO BE ADJUSTED
TO PERFORM THE WORK. CONTRACTOR IS RESPONSIBLE
FOR REVIEWING LIMITS AND CONFIRMING SILT FENCE
LOCATION PRIOR TO WORK. ANY ADJUSTMENTS SHALL BE
AT THE COST OF THE CONTRACTOR.
R=430802
�e
TACOMA - SEATTLE - SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOCIAIW SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCIAIENT DOES NOT DEROGATE FROM RESERVED
M I RSW RIMS N IT. THIS DO AB4T IS FOR USE
ONLY FOR THE PRO,ECT DARED N THE TETLP RM
AND IS NOT TO BE USED FOR REPAEL REMODEL OR
ADDITION TO THAT PROAM OR FOR ANY OTHER PRUM.
A
A
/2\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
OVERALL DEMOLITION
& TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
C1.0
02 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
----W
—D-----D-- D—
/ \ IP
I � �
°.
a
°
I i I
- I SWEEP ASPHALT AS REQUIRED
I TO REMOVE IACCUMULATES
i SEDIMENT (TYP)
1 °
_—.—.—d—.—.--------d-----d
.. .......
.. ...... \
\
\
\
\
\
DEMOLISH ASPHALT PAVEMENT, VERTICAL \
CURBING AND STRIPING REVIEW LIMITS `
WITH GEOTECHNICAL ENGINEER PRIOR TO
START OF WORK. (TYP)
— .10.1.58' .
.
M
I•
CV
SL I . I CD
... ... ..
I. I. ...............
a .i°
. . . . .I. . .
STCB 2001 RIM-203.93
.a 8 PVC NW IE-201.27
_ —20
\ DEMOLISH ASPHALT PAVEMENT
SL PATCH AND ADJACENT
DAMAGED PAVEMENT
11v-
/ 34, /
/. . /
..........
...........
--
I.
l
/
/ -d • DEMOLISH CEMENT
CONCRETE WALKWAY
s
11.39'
. v •
CV
N A.
II v
DEMOLISH ASPHALT PAVEMENT, VERTICAL
CURBING, AND STRIPING. REVIEW LIMITS
WITH GEOTECHNICAL ENGINEER PRIOR TO
START OF WORK. (TYP)
19.53' 1
.i
.i
SL
.i
.i
.i
--_-----------------1
SL �
i
40.69' I I'
i
DEMOLISH ASPHALT PAVEMENT �\ . . . . . . .
I PATCH AND ADJACENT �� — — — — — — J
/ DAMAGED PAVEMENT 16'
�208\ .
I.
I
I.
�I
II
I
I�................
I
I...............
I
.I . . . . . . . . . . . . .
N'04
I.
....... ....... .......... . . . . . . . ,
. . . . . . . . I . . . . . .
° \. a
/ \
. . . . . . . . . .\ ./. . . . j
°
f� e.
/ . . . . . /.
STCB 2415 IM-206.15
6„ PVC �I IE-204.05 / I
�. . . . . . . . . . . . . . . . . . . . . . . . . \ \ — — _ _ 8'�P�/C SE IE=203.79/ I
I.
°
. . . . . . . . . . . . . . \,
P dO° d 0
AREA 1
Know what's below. SCALE: 1" = 10'
call before you dig.
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
.................
• • • • REMOVE EXISTING ASPHALT
•. 12• ' 4' ° REMOVE EXISTING CONCRETE
IP ® INLET PROTECTION 2
C1.0
SL— — — — — — — — — — — SAWCUT LINE
—XXX— — EXISTING MAJOR CONTOURS
— — -XXX- — - EXISTING MINOR CONTOURS
R=430803
�E
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOCUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE TIT E BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJU.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 1 DEMOLITION &
TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
C1
■
03 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
U
0 fl.
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
—1
DEMOLISH CROSSWALK
STRIPING (TYP)
DEMOLISH CEMENT
CONCRETE WALKWAY,
VERICAL CURBING, AND
ASPHALT PAVEMENT DEMOLISH LIGHTING IN
CEMENT CONCRETE
WALKWAY (TYP) SEE
ELECTRICAL PLANS
FOR ADDITIONAL
DEMOLISH CEMENT CONCRETE _ INFORMATION.
TO NEAREST PANEL �� v
4
p-- Q ��� SL
Q a _
/ d
d C Q G d—
QId4 Q°
\ d
A.
"d \Q
d d / J DEMOLISH CEMENT
° d Q CONCRETE TO
NEAREST PANEL
a
AREA 2
SCALE: 1" = 5'
REMOVE CEMENT CONCRETE BENCH /
FLAGPOLE BASE AND ASSOCIATED LIGHTING.
FLAGPOLE TO BE RELOCATED - SEE SHEET
(") ') C=r)D nlGl/V IZI Ar'-DnI I= I r)r ATIlINI
v d 4v
d A. d /
a•
\ _ d e
/ Q
• v
a Q'
a
,-
W
LO
Ln
N
O
0
N
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
IP ® INLET PROTECTION 2
C1.0
SL— — — — — — — — — — — SAWCUT LINE
—XXX— — EXISTING MAJOR CONTOURS
— — -XXX- — - EXISTING MINOR CONTOURS
R=430804
�E
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOCUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE RAWATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSIV RRNTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PR "T DARED N THE TITLE MM
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT MIECT OR FOR ANY OTHER PROM.
/3\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 2 DEMOLITION &
TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
C1
2 ■
04 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
0
0
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
I I .
/ \ ..... ...... .....
.... .... / I I
I I I . . . . / . . . . . . . . . . . .
. . . . . . . . . . . / I
/ I
DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
STCB 2415 1=206.15 /
\ / DEMOLISH CEMENT CONCRETE
6" PVC�I IE=204.05 / /
8',,P5C SE IE=203.79/ WALKWAY AND RAMP, VERTICAL
\ ` / CURBING, ASSOCIATED ASPHALT
\ / PAVEMENT, AND STRIPING
1 \ SL � �•` I / � I I
�v III I I
.�
1 /
r.. ..............\\\ \
.................... �\ \\
. . . . . . . . . . . . . . . . . . //. DEMOLISH CEMENT CONCRETE SL \\ I
/ WALKWAY AND RAMP, VERTICAL PRESERVE/PROTECT I
' CURBING, ASSOCIATED ASPHALT EXISTING STRIPING \ \ I
'7 PAVEMENT, AND STRIPING / / (TYP)
DEMOLISH CEMENT CONCRETE
/ ... ,a•: \ . . . . . . . . . . . . .
TO NEAREST PANEL \ ). • /
_ . . . . . . . . . . . . . 111 1
BENCH -� ) : a c--A*
e (TYP.) SLR . .. . ,ae O . . 1111 1 /
SL A
a •� ' a ' °� r'+' REMOVE / REPLACE ADA
II I
♦. d ed •• 4, v •. .A • . d • •• ;•' '••• RESERVED PARKING SIGN SL
II••d !d .: .•. i• Al• •• •v '• 'dam• •.•.Q,•. s•: • .. ,•'e : - ?; i• : - °• ♦' � DEMOLISH DAMAGED
° a. ° . °°_ / • . ' ° :. e•. SALVAGE BENCH. d .p
• : \ ASPHALT PAVEMENT \ I I
•d.' e° . REINSTALL PER w • .e •e'.d •' a°
° : dM e.. a +. SHEET C2.3. (TYP) ° \ \ I I I I I
a ae ♦ . . d ♦ A • a •..
d r . ''• .: • v : r .d ♦ :v ° v. d:' I—2Ub—
d. ♦•. + e ( /• IIIIII I I I
' _. "• • fir'• '• • �' . A. _ • .' , � :. . , • A. . ••' 'i
TABLE d• .:., 4 DEMOLISH CEMENT CONCRETE 11 ,
SALVAGE TABLE. '�� ,� t A ` d ° . Z.
• ; ; ' I REINSTALL TABLEWALKWAY, VERTICAL CURBING, AND
T . •� '„• t : a ° °a a ASSOCIATED ASPHALT PAVEMENT N
PER SHEET C2.3. t. °''• •'. f I I I I I
SL
'd° .A •♦' a: e . • I \ III
'
d • •. \ i .
� •• d. •• �-- III I I
AREA 3
SCALE: 1" = 10'
I
I
I
II
I�
I
i
I I
II
i
II
II
I
I
I
I I
I I
I II
I I
I II
I I
I I
I I
I I
I II
I I
I I
I I
I I
I I
II
I
II
I
I
I
I
STCB 1161 RIM=205.45
8" PVC NW IE=202.75
10" CPP S IE=202.70
6" PVC NW IE=202.95
II
I
I
I
I
I
W
LO
Ln
N
O
0
N
N
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
• ' a ' +' ' REMOVE EXISTING CONCRETE
IP ® INLET PROTECTION 2
C1.0
SL— — — — — — — — — — — SAWCUT LINE
—XXX— — EXISTING MAJOR CONTOURS
— — -XXX- — - EXISTING MINOR CONTOURS
R=430805
TACOMA • SEATTLE • SPOKANE - TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DWAIE NT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RKNTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROAM OR FOR ANY OTHER PROM.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 3 DEMOLITION &
TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
C1
3 ■
05 of 17 Sheets
Tr
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
U0U
Know what's below.
Call before you dig.
W—
SCALE: 1" = 10'
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
i STCD 743 RIM=705.56 IP
\ 1V' CPP SE IEA199.26
6". PVC SE AYE=199.31
12" CPP SIN IE=199.11
v 6" PVC NW IE=201.36 /
\ADDER W
. . . . . . . . ly . ` �jW\� . . . . . . . . . . O.
. . . . . . . . . . . . . . . . . � . ��� . . . . . . .\ .
W1
O(� jo \.\{.\,
. . . . . QJ) i . . . . . . . . W
/
. . . . . .
REMOVE AND \O
�•�.I PROTECT EXISTING
I • PLAY MAT RAMP. j
REINSTALL AFTER . . . . /
NEW STORM /
DRAINAGE IS /
CONSTRUCTED. /
DEMOLISH ASPHALT /
PAVEMENT /
. . . . . . . . . . . . . . . . . . . .
�.�.\. . . . . . . . . . . . . . . /
o
1/ \ \ DEMOLISH CEMENT CONCRETE STCB 2099 RIM=202.53
` \ TO NEAREST PANEL 1" PVC N IE=198.46
\ \ � 12" CPP SE IE=198.09
\ I 6" PVC S IE=198.21
\ I I I I I 12" CPP SW IE=197.81
\
AREA 7
SCALE: 1" = 10'
ISLE I I x
/ I I
/ e
SL / , I
/ •'.A I I I X
r
r�
••
;a
1,
• '' •I /J DEMOLISH CEMENT CONCRETE
WALKWAY, VERTICAL CURBING,
L_• `' \\ \ ASPHAL-T-RAVE-MENT, AND STRIPING
• c •• I P \ �6EMOL-ISH CEMf'NT CONCRETE
v.
e .e • \ \\T,�) 14EAREsrPANEL \ ,
a.+
Ta.
a.. �\�O
a e. �
a°. °.
Q p I° a° a
°
/EMENT
W
LO
Ln
N
O
0
N
STCB 741 RIM=202.22
4" PVC
E IE=198.57
6" PVC
NE IE=199.82
8" PVC
SW IE=197.67
6" PVC
SW IE=200.22
H VAC
UNIT
°
k.. 4 a .
Q
IP
DEMOLISH
CONCRETE
CEMENT
PANEL4201.9
••
•
•
I
STCB 740 RIM=202.47
8" PVC NE IE=197.52
6" PVC E IE=198.07
SL
°..a°
8" PVC SW IE=197.42
LADDER NW
a
�
�
a
IP
\
a a
AREA 5
SCALE: 1" = 10'
I
GRAPHIC SCALE
0 5 10 20
71" = 10 FEET
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
• +' REMOVE EXISTING CONCRETE
IP ® INLET PROTECTION 2
C1.0
SL— — — — — — — — — — — SAWCUT LINE
—XXX— — EXISTING MAJOR CONTOURS
— — -XXX- — - EXISTING MINOR CONTOURS
R=430806
�e
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOOUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIWATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJU.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 4 DEMOLITION &
TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
C1
4 ■
06 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
V...........
/
i
TCB 1807 RIM=200.68
12 CPP NE IE-195J5
12" CPP SW 1E-195.82
8" PVC W IE=195:84
j
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
DEMOLISH DAMAGED
ASPHALT PAVEMENT
= = = = = =I MATCHLINE
AREA 6
SCALE: 1" = 10'
UF
Know what's below.
Call before you dig.
DEMOLISH DAMAGED
ASPHALT PAVEMENT
1" 1 MATCHLINE
/..:4 i. , I ip
I /
II I �2-1 P906
o
/0 / / // / �
d,
° d
d
} °
ST RIM=201.75
8 P NE IE=195.75
"8" W IE=195.00
j / d° ° 8 D NW IE=195.05
SE
SL
DEMOLISH THREE PANELS OF
CEMENT CONCRETE WALKWAY
a.
00
N
O
0
qq
/ I /
STCB 737 RIM=202.13-
I I I I I I I 10 8" PVC NE IE=199.68
4
•' '.• a ,•. 8" PVC E IE=199.48
�4° •. a 8" PVC S IE=199.68
\\ \ \\ ��\\
AREA 6
SCALE: 1" = 10'
T
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
.' REMOVE EXISTING CONCRETE
IP ® INLET PROTECTION 2
C1.0
SL— — — — — — — — — — — SAWCUT LINE
—XXX— — EXISTING MAJOR CONTOURS
— — —XXX— — — EXISTING MINOR CONTOURS
R=430807
�E
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
/3\
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOM ENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJECT.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 6 DEMOLITION &
TESC PLAN
Designed by-- Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
C1.5
07 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
D 7 AREA 7 I �\ \ L'AREA 'I\
4" WIDE WHITE PAINTED \ I I \ \ I �20g IV r /
STRIPING @ 2' OC
REMOVE ALL 34 EXISTING SIGNS ONSITE
INSTALL NEW POSTS AND FOOTINGS.
5 NEW SIGNS TO BE FURNISHED BY THE
C2.8 RENTON SCHOOL DISTRICT. ® y I ` r'
°FT / I II11
� III( I
III
LU
III I
/l
—7
6 • 1�.j
C2.6 AREA 6 �� • ' ,�.�
REPLACE ALL SITE SIGNS
WITH DUAL LANGUAGE
lilt(
Ill( - / ENGLISH / SPANISH SIGN. SEE
SIGN NOTE ON THIS PAGE
�006 I��I
® AREA 2 C2.2 III
AREA
3 AREA IIIII�I
C2.3 Il�l�il
I INSTALL PIEDMONT DS ADAPTER MODEL #SV ®
STAINLESS STEALBRUSHED FINISH W/ DEBRIS 1
EXCAVATION CLEANOUT OPTION TO ALL 41 C2.g
EXISTING BUILDING DOWNSPOUTS.
EXISTING 12" 66 LF STORM
DRAINAGE PIPE. REMOVE / / CONTRACTOR SHALL FIELD VERIFY SIZE AND
ROOTS, FLUSH, AND I J/ / / / / / ' / %�`y/ \ I IIII I I I SHAPE OF THE EXISTING CONNECTING PIPE
VIDEO INSPECT THE � / / � / / // / / / ® / I � o� / � I PRIOR TO CONSTRUCTION.
STORM DRAINAGE PIPE.
A ROPERMIT
IF BEI G ACCEd
1l - �o
it \ 4\N0
� \ 1� N I REPAIR AND ALIGN
\ 20 �� C2.9 DOUBLE SWING GATE
EQUIRED FOR THIS WORKvL \�
SED WITHIN THE ROW. /2 Q5� I
E4"-
l / l �I \ \ \- I INSTALL 3' x 6' TALL00
�91
�� jl / _ ` SWING GATE
I CT)`� EXISTING STORM �l I
I oo DRAINAGE PIPE TO BE �/ \
VIDEO INSPECTED. �l
REMOVE ANY / ALL DEBRIS - I
i. FROM EXISTING PIPE - l r o \\ 1 I\ III I
N o I II�
x/J
0
0
Know what's below.
Call before you dig.
/ 9 NEW CHAINLINK FENCE MESH
CONSTRUCT NEW WOOD BACKSTOP I / AT VERTICAL SECTION OF
/ I (2) - 4 X4 X8 TREATED LUMBER (POSTS) I lI I I i BASEBALL CAGE BACKSTOP.
(5) - 2"x10"x16' TREATED LUMBER (CROSSES)
\ / \ (10) - 3/4"x8" GALVANIZED EXTERIOR CARRIAGE
BOLTS AND ASSOCIATED WASHERS AND NUTS
\ SET POSTS IN CEMENT CONCRETE FOUNDATION A
A- ) MINIMUM DEPTH OF 2' BELOW GROUND SURFACE
BID ALTERNATE - 438 LF 4' TALL FENCE LINE /'o /
\ \x \ WITH 12' x 4' TALL DOUBLE SWING VEHICLE GATE
\ �k
A- INSTALL NEW TOP BAR AND
MESH AT 3 PANELS OF FENCING
4-v
GRADING NOTES
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS.
2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL PAVED AND NON -PAVED AREAS, AND SHALL GRADE ALL AREAS TO
PRECLUDE PONDING OF SURFACE WATER.
3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE DESIGN
TOP OF PAVEMENT UNLESS NOTED OTHERWISE.
4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN
BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE.
5. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS
HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE
PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%.
6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE.
7. ALL NON-HARDSCAPED AREAS SHALL RECEIVE COMPOST -AMENDED SOILS PER
THE CITY OF RENTON STANDARD PLAN 264.00 AND STABILIZED WITH GRASS
SEED. UNDERDRAIN, COLLECTOR DRAIN, AND STORMWATER DETENTION AREA
SHALL BE RESTORED AS NOTED ON STORMWATER DRAINAGE PLAN AND
DETAILS SHEETS.
00
LO
LO
N
O
0
N
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
LEGEND
— — RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
x x x x x— FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
in-
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D I STORM DRAINAGE PIPING
.,,-123.45 FINISHED GRADE SPOT ELEVATION
T TW 123.45 TOP OF WALL
T BW 123.45 BOTTOM OF WALL
T TC: 123.45 TOP OF CURB
OR 3:1 SLOPE
R=430808
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOM ENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
MIERSIf RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= IDENTIFIED N THE ITI E BLOCI
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJW.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
OVERALL SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
C2.0
08 of 17 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
FIRE LANE
RED PAINTED CURB
RHODODENDRON-
YAKU PRINCESS
2 GAL.
5�
i
EUONYMUS ALATUS
COMPACTUS
2 GAL.
205.22
MATCH EX
204.75±
MATCH EX
204.79±
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT 1 1
PAVEMENT C2.1 C2.8 4" WHITE PAINTED
STALL STRIPING (TYP)
MATCH EX MATCH EX MATCH EX MATCH EX-\
205.37± 205.88±
206.58± 207.23±
205.71 206.00
x 206.00 \I207.26-
RHODODENDRON -/
YAKU PRINCESS
2 GAL.
2 RESTORE LANDSCAPING WITH -
C2.1 6" OF TOPSOIL, ND 3" OF MULCH
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
0
0
Know what's below.
Call before you dig.
VERTICAL
CURB (TYP)
3
C2.8
N
F;
N
JUNIPER S
PROCUM ENS
5 GAL..
-206.24 207.50
20"7
SOIL AMENDMENT
a> 2 8 �.
C2. V C2.8 p
mi=01*EA M M
SEED WITH 70% PERENNIAL RYEGRASS, ' 208.26
30% FINE FESCUE SEED MIX MATCH EX
46.98' 208.00±
FIRE LANE
RED PAINTED CURB
LIGUSTRUM "0,
JAPONICUM \ 4" WHITE PAINTED
5 GAL. STALL STRIPING (TYP)
177- I 208.14
AREA 1
SCALE: 1" = 10'
NEW ASPHALT 1
PAVEMENT 2.8
MATCH EX
207.83±
N
207.25
207.30
208.27
VERTICAL
-URB (TYP)
3
C2.8
MATCH EX \
207.62±
N
O
0
qq
ASPHALT
PAVEMENT
N
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
CRUSHED SURFACING
BASE COURSE (TYP)
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
RECOMPACTED
SUBGRADE
NOTES:
1. RECOMPACT SUBGRADE SHALL BE COMPACTED TO 95% MDD.
2. CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED TO 95% MMD.
3. ASPHALT PAVEMENT SHALL BE INSTALLED IN ONE SINGLE 4-INCH LIFT.
4. IN AREAS OF LANDSCAPING THE TOP LAYER OF GROUND IMPROVEMENT SHALL BE 6" OF CRUSHED
SURFACING TOPPED WITH 6" OF IMPORTED TOP SOIL.
ASPHALT DRIVEWAY REPAIR SECTION
NOT TO SCALE
SCORELINE
#4 REBAR TOP AND BOTTOM -
MATCH EX
I 6" THICK TOP SOIL MIN FOR
CEMENT CONCRETE
a_
207.59±
VIBURNUM DAVIDII GRASS
LANDSCAPED AREAS.
- -
5 GAL. 6" THICK TOP SOIL COVERED BY SIDEWALK, 4" THICK
3" BARK MULCH IN PLANTED
RESTORE LANDSCAPING WITH 2 �,
LANDSCAPED AREAS.
6" OF TOPSOIL AND 3" OF MULCH
C2.1 \
ASPHALT
CRUSHED
,. PAVEMENT
\ SURFACING BASE
\
1:6
NEYV INTEGRAL CEMENT
COURSE (TYP)
_
CONCRETE SIDEWALK AND CURB
6"
6"�
00
TRIAXIAL GEOGRID,
3:1
2
TENSAR TX7 OR
APPROVED ovovoUI
EQUIVALENT (TYP) 0
SINKHOLE REPAIR AREA. OVER EXCAVATE AND FILL
PER DETAILS 1 AND 2 ON THIS SHEET. EXCAVATION
RECOMPACTED
`\\/\\//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\i
LIMITS TO BE CONFIRMED IN THE FIELD WITH THE
SUBGRADE\\/
GEOTECHNICAL ENGINEER. TOTAL AREA EFFECTED
j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\� o
IS APPROXIMATELY 3720 SQUARE FEET.
NOTES:
y 1 2
1. RECOMPACT SUBGRADE SHALL BE COMPACTED TO 95% MDD.
C2.1 C2.1
2. CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED TO 95% MMD.
RHODODENDRON
YAKU PRINCESS
3. IN AREAS OF LANDSCAPING THE TOP LAYER OF GROUND IMPROVEMENT SHALL BE 6" OF CRUSHED
MATCH EX 2 GAL.
SURFACING TOPPED WITH 6" OF IMPORTED TOP SOIL.
J11)//
208.31±
INTEGRAL
SIDEWALK
AND
CURB
SECTION
34.83'
1 NEW ASPHALT
C2.1 PAVEMENT
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
00/
/
MATCH EX
208.03±
i
A"
i
i
\
16'
GENERAL IRRIGATION NOTE
MATCH EXISTING ASPHALT
PAVEMENT. SEAL JOINT
WITH EMULSION PER
WSDOT STANDARD SPEC
9-02.1(6). (TYP)
W ASPHALT 1
VEMENT C2.8
THIS CONTRACTOR SHALL REPLACE THE EXISTING IRRIGATION SYSTEM FOR ALL LANDSCAPED AREAS
DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
IRRIGAITON EQUIPMENT AND ZONES IMPACTED PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS
INDICATING LATERAL PIPE AND SPRAY HEAD LAYOUT IN AFFECTED ZONES AND HOW THE CONTRACTOR
INTENDS TO ADJUST THE EXISTING SYSTEM TO PROVIDE FULL HEAD TO HEAD COVERAGE.
IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES
UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. ALL SLEEVING SHALL BE MARKED, SEALED,
AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF THE LINE OR COMBINED LINES.
INSTALLER TO ADJUST ALL SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO VEHICLES AND PAVED
SURFACES.
NOT TO SCALE
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
123
-x x x x x-
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
` e o
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
i
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
T 123.45
FINISHED GRADE SPOT ELEVATION
T TC: 123.45
TOP OF CURB
0
THUNDERCLOUD PLUM TREE
1.5" CALIPER
o �v�
SHRUB PLANTINGS, AS NOTED
CREEPING OREGON GRAPE
2 GAL. @ 36" O.C.
R=430809
TACOMA SEATTLE • SPOKANE TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALIERATION OF THIS DOCUIENT SHALL INVALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATNN OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OXIFRSHP WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM DARED N THE ITI E BLOCN
AID IS NOT TO BE USED FOR REPAR. REMODEL OR
ADDITION TO THAT PROAM OR FOR ANY OTHER PRO EOT.
A
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 1 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked by:
JAD JAD DCN
Sheet No.
■
09 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
0
0
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL 0
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N., o
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. �
N
— —2p6—
AREA 2
SCALE: 1" = 5'
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER
WSDOT STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT
C2R PAVEMENT
MATCH EX
205.96±
MATCH EX
206.00±
MATCH SCORING / JOINTING
TO EXISTING CONCRETE (TYP)
MATCH GRADE OF EXISTING J
CEMENT CONCRETE (TYP)
REFER TO ELECTRICAL PLANS
FOR HAND HOLE LOCATIONS
NEW FLAGPOLE LOCATION
a*
aft
VERTICAL CURB
FIRE LANE - RED PAINTED CURB
MATCH EX
206.37±
MATCH EX
206.48±
MATCH EX
206.42±
NEW CEMENT CONCRETE
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
LEGEND
— —
RIGHT-OF-WAY/PROPERTY LINE
— — —XXX— — -
EXISTING MINOR CONTOURS
— —XXX—
EXISTING MAJOR CONTOURS
123
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
—x x x x x— FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
i FABRICATION MANUAL (M 55-05)
VC CONCRETE VERTICAL CURB
_ FC CONCRETE FLUSH CURB
\ \ ■ CATCH BASIN TYPE 1
D STORM DRAINAGE PIPING
T 123.45 FINISHED GRADE SPOT ELEVATION
�E
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
— — — 6/21 /2023
NOTICE
ALTERATION OF THIS DOCUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIDCATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSW WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
/3\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 2 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by- Checked by:
JAD JAD DCN
Sheet No.
2 ■
10 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
0
0
Know what's below.
Call before you dig.
vs
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
II
/
/ I
I I
I I
I
L-7
MATCH EX
206.62±
BENCH
LOCATION (TYP)
MATCH EX
206.83±
06,
i
3' (TYP)
EG: 207.27
/ MATCH EX
/ 207.26±�
/ I MATCH EX
206.77±�
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
jSTANDARD SPEC 9-02.1(6). (TYP)
3 VERTICAL CURB. -
-/ C2.8 FIRE LANE - RED PAINTED CURB
i�
206.74-
- / NEW ASPHALT 1 NEW ASPHALT
C2.8 PAVEMENT
C2.8 PAVEMENT
MATCH EXISTING ASPHALT PAVEMENT. MATCH EX
SEAL JOINT WITH EMULSION PER WSDOT 206.81±
STANDARD SPEC 9-02.1(6). (TYP)
206.57
206.61
3 VERTICAL CURB.
C2 8 FIRE LANE - RED PAINTED CURB
NEW CEMENT
2 CONCRETE WALKWAY
C2.8
MATCH EX MATCH EX
206.50± 206.69±
MATCH EX 207.11
207.00±
TRANSITIONAL
PANEL
o
MATCH EX 206.92± MATCH EX
206.95= �
I v IP9 1 l_ I I I_/\
206.94±
2 NEW CEMENT
C2.8 CONCRETE PAVEMENT
Q0KIf% J A All'% TA C21 C A1^-r0Q-
SOIL AMENDMENT 206.92
/ 7 \ 206.91 ---
TC:206.83 '
BC: 206.83�
ADA RESERVED
PARKING SIGN
TC: 206.79
BC: 206.29�
ADA LOADING
ZONE SIGN
TC: 206.77
BC: 206.27
ADA RESERVED
PARKING SIGN
TC: 206.73-�
BC:206.73 N
206.67
-- - - - -- - -- -- -- ---- - -- - - -- MATCH EX
1. BASE BID SHALL INCLUDE INSTALLATION OF TH SALVAGED BENCHES AND TABLES AS 206.61±
SHOWN ON THIS SHEET. CONTRACTOR SHALL CHOR BENCHES PER THE
MANUFACTURER'S RECOMMENDATIONS.
2. ALTERNATE BID SHALL INCLUDE INSTALLATION F NEW TABLES AND BENCHES (SEE SITE
FURNISHINGS SPECIFICATION) IN THE LOCATI S SHOWN ON THIS SHEET. SALVAGED
BENCHES AND TABLES SHALL BE INSTALLED N THE SOUTH SIDE OF THE SCHOOL IN THE /
PAVED PLAY AREA. LOCATION TO BE PROVI D BY OWNER. CONTRACTOR SHALL CORE
EXISTING PAVING AND INSTALL CEMENT CO RETE 1-FT DIAMETER FOOTINGS, 24-INCHES
DEEP AT EACH ANCHOR POINT, FLUSH WITH HE ADJACENT PAVING AND ANCHOR TO /
BENCHES AND TABLES PER MANUFACTURER'S RECOMMENDATIONS.
AREA 3
v i SCALE: 1" = 10'
L206.18 /
TC: 206.67
206.62
MATCH EX
206.52±
MATCH EX
206.55±
MATCH EX
206.48±
-MATCH EX
206.50±
/ I / EG: 207.126 I
I
0.28 o I I I I
I
/ L i
o Pam! 1 1
fig/ MATCH/EX /
207.20�t / I
o NEW CEMENT/ / 2 II
206.81 CONCRETE WALKWAY C2.8
MATCH EX /
206.72± / / I
v MATCH/EX / 1
206.72± / I\
\\\\ I I I I
\ \\\ I I I
I I
111 1 / I I
111 I 1 I I
Illl 1 I I I
IIII I I I I
IIIII I I I I
\ IIII I I I
\ , IIIIII I I I
IIII I I I I
IIIII I I I I
- - -206- -
11 (\� /IIIIII I I I I
NEW ASPHALT 1
1 1 PAVEMENT C2.8
N 11i1
I MATCH EXISTING ASPHALT PAVEMENT.
�\ 1 1 1 1 SEAL JOINT WITH EMULSION PER WSDOT
IIII STANDARD SPEC 9-02.1(6). (TYP)
III � I I
Illl I 1 I I I
61 III
IIi� 1 I I
III I I I I
IIII I 1 I I
IIII I
IIII I I I I
III I I I I I
IIII I I I I I'
III I I I 1
IIII I I I
III I I I I
lllll I I I 1
III I I I I I
Illl I I I
III I I I I
IIII I I I
IIII I I I
/ I11 I I I i
/ III I I I I
I I 1
/ III I I I I
/ IIII I I I I
/ III I I I I
/ IIII I I I
/ III I I I
/ IIII I I I I
/ III I I I I
/ IIII I I I I
/ III I I I
W
LO
Ln
N
O
0
N
WSJ
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
- - RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
-x x x x x- FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
.,,-123.45
FINISHED GRADE SPOT ELEVATION
T TC: 123.45
TOP OF CURB
T BC: 123.45
BOTTOM OF CURB
T EG: 123.45
EXISTING GRADE
OR 3:1
SLOPE
R=430811
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOOUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE TIT E BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJU.
/3\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 3 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by Checked by:
JAD JAD DCN
Sheet No.
C2m3
11 of 17 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
Surface Water Enginering
JFarah 07/10/2024 01
CONNECT INTO EXISTING STORMWATER DRAINAG
AREA 4
SCALE: 1" = 5'
0
0
U;U df
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
1
STCB 743 RIM=205.56
/ 10" CPP SE IE=199.26�_
/ 6" PVC SE IE=199.31
/ 12" CPP SW IE=199.11
/ 6" PVC NW IE=201.36 Q
1 LADDER W
1 / o
/ 1 \
/ 1 �
/
1
1
0
N
1
11
1
MATCH EXISTING ASPHALT PAVEMENT. SEAL JOINT
WITH EMULSION PER WSDOT STANDARD SPEC 9-02.1(6).
V ASPHALT PAVEMENT 1
C2.8
F 8" DUCTILE IRON 6 7
_ @ 1.0% MIN C2.8 C2.8
:;B #2, TYPE 1 1
A GRATA C2.4
1: 206.02± (MATCH�X/}
204.68 8" (N,S) /
i
1
TYPE 1 C2.4
TE
)2± (MATCH EX)
8" (N)
11
/
/
/ I
/ I
FRAME AND VANED GRATE
ONE AI3 BAR HOOP FOR r HEIGHT
INCREMENT (SPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
OP
h3 BAR EACH CORNER i
Ir �
I
Pa BAR EAC1i SIDE
�3 EiAR EACH WAY � �� Y
PRECAST BASE SECTION
43 8AR HOOP
43 BAR EACH
1Ir FA IN -
SEE NOTF
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WGRK4
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
1x
CONCRETE
ALL METAL PIPE
15'
CPSEP-.
1 r
STD. SPEC. "5.20
SOLID WALL PVC.
STD. SPEC. 9-0.1241 j
,�
PROFILE 114A1_L PVC.
STD. SPEC. 9-05.12(2)
1,
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. As ACCEPTABLE ALTERNATlv�S TO THE RE&Afi SHOM!
IN THE PRECAST BASE SECT110N. FIBERS PLACED IN
ACCORDANCE WITH STANDMD SPECIFICATION
$-05-50(9j}, DR )MRE MESH HAVIK;A MINIMUU AREA 6F
0-12 S0 111 E INCHES PER FOOT SHALL M USEb WITH
THE MINIMUM RE DUIRED RIFBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SEC PON. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTETNA7NE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT &ECTIC{d, WRL MESH
HAVING A MINIMUM AREA OF 0.12 SCUARE INCHES PER
FOOT FRAY BE USED.
2. THE KN¢CKOUT DIAMETER SHALI, NDi BE GREATER
THAN 210-. KNOCKOL773 514ALL HAVE A WALL THICICNESS
OF 2' MINIMUM TO 2.5' MA)GM1}M- PROVIDE A 1.5'
MINIMUM GAP BETWEEN THE KNOCKO-Ur WALL AND THE
OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED,
FILL TH}= GAP WITH .POINT MORTAR IN ACCORDANCE WnN
S TA NDAM SPECIFICAT ION 9404.3.
3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET
4. THE FRAME AND Gk ALE. MUST BE INSTALLEQ 11VrtFl THE
FLANGE DOWN
5, THE PRECAST BASE 5EGTIQN MAY HAVE A (ROUNDED
FLOOR. AND THE WALL$ MAY HE SLOPED AT A RATE OF
IA-24V OR STPEPER-
B, THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
T. ALL P1CKLIP HOLES SHALL SE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS FN ACCORDANCE WITH
STANDARD SPECIFICATION 9.20.2E2}
B, ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WiTH STANDARD
SPECIFICATION 9-04.3 THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS. RISERS, AND
FRAMES.
P. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS.
1D. FRAME $H+SLL 9E AI)JUSTED TO PAVEMENT GRADE 13Y
TAPPING UNTJ4 FRAME I5 FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE or SUFFJCIENY
LENGTH
It. ALL. MORTAR JOINTS SHAD. BE TRIMMED FLUSH AND
REMAIN WSIBLF UPQI4 COMPLETION -
UNLESS 0TA9%95E NOTED. DRAWING IS 1YQTTU SCALE (NISI
STD. PLAN - 200.01)
'imehm
CATCH BASIN TYPE 1 GAS 9/28/2018
CATCH BASIN TYPE 1
NOT TO SCALE
LEGEND
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
RIGHT-OF-WAY/PROPERTY LINE
— — — —XXX EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
—x x x x x— FENCING
ASPHALT PAVEMENT - STANDARD DUTY
N
0
0
qe
N
10_J
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
JIL R7-801 SIGN PER WSDOT SIGN
FABRICATION MANUAL (M 55-05)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
■ CATCH BASIN TYPE 1
D STORM DRAINAGE PIPING
TACOMA ' SEATTLE ' SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOCA4W SHALL IWALVATE THE
PROFESSIONAL SEAL AND SIGNATURE PURnTfON OF
THIS DODAW DOES NOT DOMIE FROM RESERVED
OX MV WM N IT. THIS DWMNT IS FOR USE
ONLY FOR THE PROJECT DARED N THE IM BLOCN
AND IS NOT TO BE USED FOR FOAR, REMODEL OR
ADDITION TO THAT PRQiCT OR FOR ANY OTHER PRO M.
A
A
05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 4 SITE
IMPROVEMENTS PLAN
Designed by: Drawn bv: Checked bv:
JAD JAD DCN
Sheet No.
4 ■
12 of 17 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
Uf:
Know what's below.
Call before you dig.
STCB 737 RIM=202.13
8" PVC NE IE=199.68�
8" PVC E IE=199.48 /
8" PVC S IE=199.68 /
/
O/
AREA 5
SCALE: 1" = 10'
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
MATCH EX
MATCH EX 202.80±
202.95±
5 6 12 LF 4" PVC SDR-35
C2.8 C2.8 RECONNECT EXISTING 4" DRAIN
LINE TO EXISTING CATCH BASIN
MATCH EX
202.95±
4" PVC -
IE=201 95
a A2. 08
2 NEW CEMENT a 202.70
C2.8 CONCRETE WALKWAY a
D
STCB 740 RIM=202.47
8" PVC NE IE=197.52
6" PVC E IE=198.07
8" PVC SW IE=197.42
LADDER NW
GRIND THE EDGE OF CONCRETE -
WALKWAY SMOOTH AND FLUSH
WITH THE EXISTING ASPHALT
QD
C�7
a
MATCH EX
202.92± o
O /
MATCH EX
202.72±
o
MAINTAIN RIM
ob /
STCB 741 RIM=202.22
4" PVC E IE=198.57
6" PVC NE IE=199.82
8" PVC SW IE=197.67
6" PVC SW IE=200.22
I
tt
/
O
/
MAINTAIN RIM
/ ELEVATION / LOW POINT
� O
/
/
/
ELEVATION / LOW POINT
/
FILL LANDSCAPED AREA MATCHING EXISTING
GRADES AT THE PERIMETER CEMENT CONCRETE
WALKWAYS AND ASPHALT PAVEMENT.
SOILS AMENDMENT.
7
2.8
202.63
V IE= 76
/
STC
STMH 7 8 RIM=202.
12'r C. SE IE=190.
12' CP SW IE=190.
8' PVC=199.31
/ADDER N
I \
I
I
I
\ S)
RIM=206
\ BEND=204
0
N
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
N
O
0
N
— —
RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
123
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
—x x x x x—
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
in -
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
T 123.45
FINISHED GRADE SPOT ELEVATION
R=430813
TACOMA SEATTLE SPOKANE TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOCUMENT SMALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
M RSW WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUW DENTIFIED N THE TITLE BLOCN
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PRO M
A
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 5 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by Checked bv:
JAD JAD DCN
Sheet No.
C2m5
13 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
FM
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
NEW ASPHALT PAVEMENT. MATCH
EXISTING ASPHALT PAVEMENT. SEAL
JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT PAVEMENT. MATCH /
EXISTING ASPHALT PAVEMENT. SEAL /
JOINT WITH EMULSION PER WSDOT /
STANDARD SPEC 9-02.1(6). (TYP)
� AREA 6
SCALE: 1" = 10'
U0U
Know what's below.
Call before you dig.
/
88 LF 4' TALL FENCING
MATCHLINE
M,�OR MATCHLINE
I I I I
l I I l
MATCH EX
/ 202.53± i
II MATCH EX
/ 20 . 4 202.91±
I I 3' x 6' TALL SWING GATE
CONNE TO
I I I E� ISTIING NCE/ Q a o
I � I► I I / I
I I I 202.82 a
a
�\ I\ 2 9 221\LF 6' TALILI FENCING� o
� D
\ \ \ \ \ \ /
NEW CEMENT 2
CONCRETE WALKWAY C2.8
MATCH EX
202.91 ±
\ \ \ \ } l _ 1-1 \ a MATCH EX
\ \ \ \ \ \ \ \ 202.64±
x \
L
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
AREA 6
SCALE: 1" = 10'
LEGEND
RIGHT-OF-WAY/PROPERTY LINE
- — -XXX- EXISTING MINOR CONTOURS
—XXX- EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
—x x x x x— FENCING
ASPHALT PAVEMENT - STANDARD DUTY
00
Lni
O
0
qq
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
JIL
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
T 123.45
FINISHED GRADE SPOT ELEVATION
R=430814
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOOUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIWATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSIV RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJU.
/3\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 6 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
6 ■
14 of 17 Sheets
Tr
7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
0
0
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
NEW ASPHALT PAVEMENT. MATCH
1 EXISTING ASPHALT PAVEMENT.
C2.8 SEAL JOINT WITH EMULSION PER
WSDOT STANDARD SPEC 9-02.1(6).
MATCH EX
202.31 ±
AREA 7
A, \
\ I I
\ MATCH E I /
\ 20 . - T HEX I /
\ 204 31-A
±I / I
MATCA EX I
204.36± I
i
o. I
02� I
203.87 i I
1 I
O'31i I / I
I I
203.28
a /
I
/ I
203.31 /
�o\� S0% I
I /
0 I
OS 203.24 /TW: 204.74
BW:204.39
h'
)
0
\
0
00
00
00
G
0s0%
0 0 0 0
202.68
00
0000�
o
0
202.65
0
0
M\�
M'
202.81
�0
0\0
202.69
0\
202.48 0 0
.
1d1
(0
%
`V
/
�'
20281
7� 40
MATCH EX
202.90±
MATCH EX /
202.84±
0\0
�o
o'
"(30 ° ,q�/
0�
GRAPHIC SCALE
0 5 10
1" = 5 FEET
MUTUAL MATERIALS
CORNERSTONE BLOCK
RETAINING WALL
BOTTOM FACE OF WALL
(BFW ELEV SHOWN ON PLANS)
W
LO
Ln
N
O
0
TOP OF WALL N
(TW ELEV SHOWN ON PLANS)
6" TOPSOIL
TOPPED WITH 3" BARK MULCH
NATIVE / EXISTING
I =1 I I=1 11=
FILL SOILS
III -III -II
a -III=1 I I=1 I
°. � III=III=III=
Y 1-11111 A-11 TURAL FILL
° y = t� #ACTED TO 95% MDD
y D IN 8" LIFTS
Wwax
In A BACKFILL FOR WALLI
EL
MDD
X
COMPACT SUBGRADE BELOW
FOOTING FIRM AND UNYIELDING
o\d I 4" PERFORATED PVC PIPE WALL DRAIN
p°j I
NOTES:
rq!�
/' \\ CONNECT WALL RAIN TO CATCH
1.
2.
DEPTHS INDICATED ARE COMPACTED THICKNESS.
EXCAVATE EXISTING NATIVE SOIL TO A LEVEL OF AT LEAST 1.5 FOOT BELOW THE DESIGN ELEVATION OF THE WALL.
/202.72 BASIN, AT 1.0% MI SLOPE
ALL DELETERIOUS MATERIALS ENCOUNTERED (TOPSOIL, ORGANICS, AND OTHER DEBRIS) SHOULD BE REMOVED AND
WASTED FROM THE SITE. EXPOSED SUBGRADES SHOULD CONSIST OF CLEAN NATIVE SOIL.
TW: 205.31
3.
COMPACT EXPOSED SUBGRADES SUCH THAT THE UPPER ONE (1) FOOT ACHIEVES A COMPACTION LEVEL OF AT LEAST
BW: 203.73
-\
95 PERCENT OF THE MAXIMUM DRY DENSITY PER THE ASTM D1557 TEST METHOD. LOOSE OR SOFT AREAS THAT
CANNOT BE COMPACTED TO THIS LEVEL SHOULD BE OVER -EXCAVATED AND REPLACED WITH COMPACTED
� STCB 2q� 9 RIM-202.5�
\
STRUCTURAL FILL.
10" PVC IIE-198.46 \
\
4.
6-INCH-THICK LEVELING PAD OF WELL -GRADED SAND AND GRAVEL IS PLACED ON THE PREPARED SUBGRADE PRIOR
/ 12" CPP S CIE=198.09
\6"
TO BLOCK PLACEMENT. THIS PAD SHOULD EXTEND AT LEAST 6 INCHES BEYOND THE FRONT AND BACK SIDES OF THE
PVC S IE=�98.21
/ 1 CPP SW IEN197.81 \
�8�
BLOCK AND BE TAMPED TO A FIRM CONDITION.
c� \
\
5.
WALL BACKFILL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES AND COMPACTED WITH HAND -OPERATED
N / \ TW: 204.69 \
COMPACTION EQUIPMENT. COMPACTION OF WALL BACKFILL SHOULD BE BETWEEN 90 TO 92 PERCENT OF THE
/ BW: 202.69
MAXIMUM DRY DENSITY (MDD) PER THE ASTM D1557 TEST METHOD WITHIN 3 FEET OF THE BACK OF THE WALL. AT A
�\
DISTANCE GREATER THAN 3 FEET BEHIND THE BACK OF THE WALL, BACKFILL CAN BE COMPACTED USING
CONVENTIONAL ROLLERS, WITH BACKFILL COMPACTED TO AT LEAST 92 PERCENT OF THE MDD (ASTM D1557).
♦�` \ \206�
PROVIDE TREE PROTECTION TO ALL TREES / TALL SHRUBS
♦`♦
IN BACK OF WALL AREA. PROVIDE 6" TOP SOIL, TOPPED
TYPICAL WALL SECTION
♦♦� \ �20
WITH 3" BARK MULCH TO DISTURBED LANDSCAPING.
\ 0
\♦♦ S
SCALE:1" 1'
MATCH EX ♦♦
`� \�OA� \
\ \
202.69± ♦ 0
�TW: \\\
�♦♦
♦
2046&0
BW 262 6
MATCH EX
202.78± ` \
NEW CEMENT
CONCRETE WALKWAY C2.8 ♦` \ \ 0 /
\ ♦♦ 88 LF 12" BLOCK INING WALL. CONNECT NEW BLOCK WALL TO /
♦♦ 3' MAXIMUM HEIGHT EXISTING BLOCK WALL. MATCH /
♦�� 0 NEW BLOCK TYPE TO EXISTING. _j
T�V /. '04,Q7 TW: 205.16
♦ ♦ ♦ BW: 202.E - _ BW: 204.63
♦---------���--- ------
i
lilll-
0� �
�0
\ STCB 2002 RIM=204.-4 I
\ \ 12" CPP NW IE=19W85
\ \ 8" PVC SE IE=19A.31
\ 8" PVC SW IE=199. 5 I
\ 6'PVC SW IE=200.40 I
1 \ I
BLOCK RETAINING WALL NOTE i \
\
MUTUAL MATERIALS CORNERSTONE BLOCK RETAINING WALL, OR o
EQUIVALENT. WALL SHALL CONFORM TO WSDOT STANDARD \ \ I
SPECIFICATIONS UNDER SECTION 8-24. CONTRACTOR TO MATCH \ \
EXISTING ADJACENT WALL TYPE, SIZE, AND COLOR. OWNER TO \ I
FEILD APPROVE WALL TYPE, SIZE, AND COLOR IN THE FIELD. \ \I
\ I \
SCALE: 1" = 5' I I
LEGEND
- -
RIGHT-OF-WAY/PROPERTY LINE
- - - - -XXX-
EXISTING MINOR CONTOURS
- -XXX-
EXISTING MAJOR CONTOURS
123
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
-x x x x x-
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
e o
CEMENT CONCRETE - STANDARD DUTY
MUTUAL MATERIALS CORNERSTONE
BLOCK RETAINING WALL, OR EQUIVALENT
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
.,,-123.45
FINISHED GRADE SPOT ELEVATION
T TW 123.45
TOP OF WALL
T BW 123.45
BOTTOM OF WALL
OR 31
SLOPE
R=430815
�E
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
- - - 6/21 /2023
NOTICE
ALTERATION OF THIS DOCUIENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE RAWATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSIV RRNTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PR "T DARED N THE TITLE BLOCN
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT MIECT OR FOR ANY OTHER PROM.
/3\
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 7 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
C2m7
15 of 17 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
0
0 ^®
Know what's below.
call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
HMA CL 1/2", PG 64-22 PER
WSDOT 9-03.8(6) AND 9-02.1(4)
CRUSHED SURFACING BASE
COURSE PER WSDOT 9-03.9(3)
��1:ZNtl:LV7�
NOTES:
1. DEPTHS INDICATED ARE COMPACTED THICKNESS.
2. HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL
MAXIMUM DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90%
NOR MORE THAN 96%.
3. ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
4. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY
PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD
BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.
5. RECYCLED CONCRETE IS NOT ACCEPTABLE.
6. SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS.
ASPHALT PAVEMENT -STANDARD DUTY
01
NOT TO SCALE
4"
4 d
4 e CEMENT CONCRETE PAVEMENT
a o.
CRUSHED SURFACING BASE
COURSE PER WSDOT 9-03.9(3)
4 ����������j�j\\\\y������� SUBGRADE
NOTES:
1. DEPTHS INDICATED ARE COMPACTED THICKNESSES.
2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI.
3. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
4. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY
PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD
BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.
5. RECYCLED CONCRETE IS NOT ACCEPTABLE.
CEMENT CONCRETE - STANDARD DUTY
NOT TO SCALE
TRENCH WIDTH.
SEE NOTE 3
PIPE ZONE BEDDING AND
T
SACKFILL SEE NOTE 4
}
s•
O.D.
FOUFTOATtON
4
LEVEL
IF
FOUNDATION MATERIAL,
IF REQUIRED. SEE NOTE 5
TRENCH WIDTH.
SEE NOTE 3 I
PIPE ZONE BEDDING AND SPAR � I'
BACKRLL. SEE NOTE 4
RISE
FOUNDATION
LEVEL
FOUNDATIONMATEFiIAL, G-
IF REOOIREO. SEE NOTE 5 ]]]
PIPE ARCH
RIGID PIPE NOTES:
I PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH. THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
IONS SHALL BE THE WALLS Of THE TRENCH
2 O.O. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH.
3 SEE STANDARD W5DOTIAPWA SPECIFICATIONS SECTION 2-N-4 FOR
TRENCH WIDTH.
+ PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
5 EXCAVATE UNSTABLE MATERIAL DOWN TO FRM SOIL AND REPLACE
WITH FOUNDA71ON MATERIAL CLASS A ORB PER STANDARD
WSOOTAPWA SPECIFICATIONS SECTION 9.03.17-
®GRAVEL SACKF ILL FOR PIPE ZONE BEDDNG (WSDOT B•U3 12(3))
OR MAINTENANCE ROCK IWSDOY 9-03.9I4I)
SUNIMLW
ALLOWED IN ZONE 1
PIPE TYPE
GOITER E#TI
PUBLIC?
PFINATE7
DF THEAPAY
CORRUGATED
2,0
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
2-0
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPE (PCPs
7-0
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
{RCP}
DUCTILEIRON PIPE
r!I
YES
YES
vE9
CIRCULAR PIPE
DIAMETER
IMUM DISTANCE
BETWEEN BARRELS
BETWEEN
12, TO 24'
12'
30- TQ 96'
DIAMETER ' 3
1 Or TO 180"
48'
PIPE -ARCH
SPAR
NQNIMUM DISTANCE
BETWEEN BARRELS
0' TO 142'
SPAN r 9
14V TO 18B•
A0
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE ANTS)
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND APPROVED
DEPARTMENT COMPACTION -RIGID PIPE ManinPastucha 10/19/2021
DATE
PIPE BEDDING
NOT TO SCALE
6.5" FACE OF CURB
SIDEWALK 5.5" 1"
1 /2" R � 1" R
a
a
a 6"
ROADWAY
I a a
1'4"
a
a
a
a a
8 1/4"
VERTICAL CURB
NEW SIGNS TO BE FURNISHED BY
THE RENTON SCHOOL DISTRICT
'SAND -IT BRACKE E
OR APPROVED
,I
MOUNTING ON EXISTING
~
METAL POLE OR LUMRTIAIRE
LL
2
Lu w
2" DIA SCHEDULE 40
GALVANIZED METAL PIPE
LU
WITH CAP AT TOP OF PIPE
p U)
m
FINISHED
Q
GRADE
Lr'
)ADWAY
=1
=1
I I=1 I I=1 11=
a
a
N
8 1/4"
CURB DETAIL
NOT TO SCALE
SEE STANDARD PLANS 110. 110.1. 110.2, AND I II FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT 00CIJMENTS '
MIN EXISTING PAVEMENT SURFACE
- ----- --------- -----
�� 6' MIN.. SEE NOTE 4
fF �
NEAT LINE TRENCH
'CRUSHED SURFACI NG TOP COURSE -PER
WSPOT STD. SPEC D-M.9(3), COMPACTED
f 0 Q TO 9S% OF MAXIMUM DENSITY
r\
!
BORROW PER WSDOT STO_ SPEC 9.0314(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS C OR GREATER
PIPE
PIPE ZONE BEDDING AND BACW LL
PER STD PLANS 220M AND 220.IU -
SEE ROTE 1
UNPAVED AREAS I PAVEDAREAS
I
NOTES'
1 SEE WSOOTIAPWA 37ANDARD SPECIFICATIONS SECTION 2-W.4 FOR
MEASUREMENT OF TRENCH W DTH.
2. EXCAVATIONS OVER V DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PAR'! N OF THE WAC.
3, MAXIMUM 9ACXFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED 13Y PIPE MANUFACTLFRER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE'CRUSHED
SURFACING TOP COURSE' FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FORSn-21FIC PROJECT REQUIREMENTS.
ON LE55 OTHERWISE NDTFn !1 RAWINI: K NOT TO SCALE INTSI
f
TD. PLAN - 220.20
VRI PUBLIC WORKS DEPARTMENT TYPICAL TRENCH AND BACKFILL 4/28/2019
DATE
TRENCH SECTION
NOT TO SCALE
2500 PSI CONCRETE
L�
8" MINI 4":M:l N:
f�
TYPICAL SIGN DETAIL
NOT TO SCALE
PLANTING BEEFSRJNOIBITIRSE4 UNDISTURBED TURF (LAWN( AREAS
VEGETATION, SEE NOTE T SEE NOTE 1
I
UNDISTURBEA ! -liii ",��. �1'L_II;�;. ,. ,I,I+� GRASS: SEED OR SOP
NATIVE VEC+ETATiON ��F7�{?1f .4!t_. �• .. ... _.
UNDISTURBED NATIVE SOIL / / UNDISTURBED NATIVE SOIL
!. r
OPTION I - NO DISTURRANCE
PLANTINGSEDS TURF (LAWN) AREAS
IkJ,k�f l,k�� kkt,llh;;,l,1
3"4' A138ORIST WOOD CHIP MULCH.
SEE STD. PLAN 202.50 %��> %� p• _ BRASS: SEED OR SOD
9" OF COMPOST INCORPORATED
INTO 5" OF SITE SAIL (TOTAL
AMENDED DEPTH OF S,S'. FOR A
SETTLED DEPTH OF S`I
SUBSOIL SCARIFIED 4' BELOW
COMPOST AMENDED LAYER
[12' BELOW SOIL SURFACE)
Y-V ARRORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 282.6U
6' IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
1-75' OF COMPOST INCORPORATED INTO
3.25. OF SITE SOIL (TOTAL AMENDED DEPTH
DF A5', FOR A SETTLED DEPTH OF 8')
5 URSOIL SCARIFIED 4' BELOW
:OMPOST AMENDED LAYER
:12BELOW SOIL SURFACE)
OPTIONS 2,3, AND 4 - AMEND 1N PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF ILAWNI AREAS
SUBSOIL IS
-
r
SCARIFIED 6'
-.
BELOW IMPORTED
'j J
TOPSOIL MIX
}.
,� PUBLIC WORKS
1i1 DEPARTMENT
N
O
0
N
GRASS' SEE➢ OR SOD
NOTES'
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION RIP.AO.
5' IhFCRTEEI
TOPSOIL AX
I CDMPACTIED TE
GENERAL NOTES:
DEPTH(
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOU r
CAUSING EROSfON
8L16901L 15
R. COMPOST TO MEET M. PLAN 7(52SD.
SCARIFIED F
BELOW IMPORTEI]
I. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MDE
TO 0E TO 55% OF STANDARD PROCTOR.
4 SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS
UN L FSi DT li F R W 15E NDTT O. [IRA WING IS NOT TO $GALE INTSI
STD. PLAN-264.00
nRPN u:
SOIL AMENDMENT SECTIONS N;qZ 9/28/2018 1
DATE
SOIL AMENDMENT
NOT TO SCALE
R=430816
TACOMA SEATTLE SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOCUMENT SHALL IWAUDATE THE
PROFESSIONAL SEAL AM SIGNATURE PUBUCATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
MIERSW RIGM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE MU BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDFDON TO THAT PR&W OR FOR ANY OTHER PROJECT.
4
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
SITE IMPROVEMENTS
NOTES & DETAILS
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
C2m8
16 of 17 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 }
0
0
Know what's below.
Call before you dig.
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON KING COUNTY, WASHINGTON.
ROOF DS PER
ARCH
6" CAP W/ HOLE DRILLED
FOR DOWNSPOUT
PIEDMONT DS ADAPTER, MODEL #SV
STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANDUT OPTION
ROUND INLET ID — 4.625", OUTLET 00 — 5.56"
COVER PLATE OD — 7.25"
HEIGHT — 18"
PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
8" CENTERED ON DOWNSPOUT CLEANOUT
ADJACENT PAVEMENT OR
LANDSCAPF PFP PI AN
2.0" MIN�
6" 90' ELBOW
d F 00 00
10.5% (MIN)
4.
�.
REMOVABLE 8'"-4F BEND
FOUNDATION FOOTING PER PLUG
STRUCTURAL
LOCKING METAL
RING & COVER
6%6" TEE
MODIFED FOR S OW/VnDE FOOTINM
ROOF DS -- SEE ARCH
PLANS AND SPECIFICATIONS
PER ARC
PIEDMONT DS ADAPTER, MODEL #SV
` STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANOUT OPTION
ROUND INLET ID — 4,625", OUTLET DID — 5.56"
COVER PLATE OD — 7.25"
HEIGHT — 18"
JT FILLER (TYP ALL AROUND WHEN
i CONCRETE IS PRESENT)
i
[STORED DRAIN CLEANDUT FLUSH W/
FINISHED GRAD
STD CAST IRON COVER FOR PAVED AREAS
CLEANOUT PER COR STD DETAIL 226.00
i 2.0' MIN
a 8»
a ADJACENT PAVEMENT OR
LANDSCAPE PER PLANT
�J
6A-45' (1f8 BEND PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
d S", CENTERED ON DOWNSPOUT CLEANOUT
D o
a y R Y
FOUNDATION FOOTING PER STRUCTURAL FOOTING DRAIN SEE DETAIL 6„-48• (11$)
BEND
MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO
WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF
FOOTING DRAIN
PIEDMONT DOWNSPOUT ADAPTER
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY SIZE AND SHAPE OF EACH DOWNSPOUT AND
EXISTING TIGHTLINE PRIOR TO ORDERING DOWNSPOUT ADAPTERS.
CORNER OR
END POSTS
10' MAX. - SEE SPECIFICATIONS
TOP RAIL
KNUCKLE FABRIC 1/2 WAY
UP RAIL FOR SAFETY (TOP
AND BOTTOM)
En
z
Q
J
LLI
o_
� FENCE FABRIC,
2" GALVANIZED MESH -
SEE SPECIFICATIONS
FOR ADDITIONAL
INFORMATION
BOTTOM RAIL
CV
a
2'-0" MIN. °
a .
CONCRETE 6"
FOOTING
NOTES: 10" MIN. DIA
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
CHAINLINK FENCE
NOT TO SCALE
F—
Ll
i
6 "SANITARY TEE
CORNER OR
END POSTS 3-FT
BRACE RAIL
GALVANIZED
CHAIN -LINK
FENCE FORK
LATCH KIT
DIA. TRUSS ROD FOR
GATES 6' AND WIDER
VARIES
SEE PLANS
6" TYP.
10" MIN. O
SWING GATE
NOT TO SCALE
TYPICAL
STANDARD GATE HINGE
FENCE FABRIC - 2"
GALVANIZED MESH
BANDS AND STRETCHER BAR
AT END AND CORNER POSTS
X" x %4" FLAT STRETCHER
GATEFRAME
HOLD BOTTOM RAIL BETWEEN
1 1/2" AND 2" FROM FINISHED
GRADE
FINISH GRADE
CONCRETE FOOTING
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
www.piedmontpipe.com
SWING DOOR WITH
NEOPRENE GASKET
FASTENED WITH S/S PAN
HEAD HE)( 1/4-20 X 1/2
SCREWS. WITH INTERNAL
GRATE.
TOP ELEVATION
4.625" - Contractor
to Field Verify
INLET I.D.
3.00
PHONE# 704-489-0911
i/16 MOUNTING HOLE ACCESSIBLE
I FROM CLEAN OUT DOOR,
18" INTERNAL DEBRIS GRATE.
6.63"
Contractor to
Field Verify
FRONT ELEVATION OUTLET O.D.
8" Minimum - COVER PLATE O.D.
Contractor to
Field Verify SIDE ELEVATION
DRAWN 3/8/2019
MATEwAL Stainless Steel - Q!IEDMON10I
Brushed Finish
SCALE
N.T.S. PIPE MANUFACTURING
PROPRIETARY AND CONFIDENTAL
MFG
USA
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE
PROPERTY OF PIEDMONT PIPE MANIFACTUFUNG LLC . ANY
REPRODUCTION OF PART OF AS A WHOLE WRITTEN
MANUFACTURING
PERMISSION OF PIEDMONT PIPE MANUFACTURING LLC IS
PI
M 0 D E L # SV
PROHIBITTED.
PIEDMONT PIPE MANUFACTURING www.piedmontpipe.com
EXPOSED HE
4 GA FLUSH SEAM SPUN
1LUMINUM GOLD ANODIZED BALL
CAST ALUMINUM REVOLVING TRUCK
PHONE# 704-489-0911
14 CA FLUSH SEAM SPUN
ALUMINUM GOLD ANODIZED BALL
/-CAST ALUMINUM REVOLVING TRUCK
BRONZE SWIVEL TYPE
SNAPHOOK
SIMPLE KNOT
010 - W DUl WHITE
POLYPROPYLENE HALYARD
BRONZE SWIVEL TYPE
SNAPHOOK
IMINUM ASTM B241 CONE TAPERED
.OY 6063-T6 SEAMLESS FLAGPOLE
H A POLISHED SATIN BRUSH FINISH
t AA M32
ST. STL. QUK;KLINK
NEOPRENE COATED
COUNTERWEIGHT
PLASTIC BEAD
RETAINING LOOP
TRUCK & RIGGING DETAILS
#10 - 91s' DIA. WHITE
POLYPROPYLENE
t
HALYARD
.UMINUM ACCESS DOOR WITH
SPRING
'UNDER LOCK AND CAST ALUM
® LOCK LEVER
:INFORCED HANDHOLE FRAME
IR CAM CLEAT ACCESS
BUTT DIA. x WALL THICKNESS
FOAM PLUG INSIDE SHAFT
CLEAR SILICONE CAULK
SPUN ALUMINUM FLASH COLLAR
LT
FINISHED TO MATCH POLE
Lx::�
I
ROLLER
2• ELASTOMETRIC SEALANT
UNTREATED HARDWOOD WEDGES
INTERNAL CAM CLEAT SYSTEM
3000 PSI CONCRETE ASTM C94
TAMPED WITH CLEAN DRY SAND
16 GA CORR. GALVANIZED
STEEL SLEEVE
THREE (3) STEEL CENTERING
WEDGES O 120' O.C.
STEEL BASE PLATE WELDED
TO SLEEVE
6• SQUARE STEEL PLATE INTERNAL HALYARD CAM CLEAT FLAGPOLES
WELDED TO SPIKE
N• DIA STEEL LIGHTNING SPIKE
ROUND SET FLAGPOLE
NOT TO SCALE
N
O
0
N
R=430817
TACOMA SEATTLE SPOKANE TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOCA4W SHALL INVALIDATE THE
PRWESSIONAL SEAL AND SIGNATURE PUBLI MON OF
THIS DODAIENT DOES NOT DOMIE FROM RESERt•ED
MEtS f WM N IT. THIS DO MNT IS FOR USE
ONLY FOR THE ERUM DARED N THE IIILP BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT ERUM OR FOR ANY OTHER PRO ECT.
A
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
SITE IMPROVEMENTS
DETAILS
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No-
17 of 17 Sheets