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· · NORTHWEST CORNER OF
4 -.,,,,,.--SECTION 1 0, TOWNSHIP 23 · k:: . • .. ·. NORTH, RANGE 5 EAST, W.M ..
t_::::",ar,::;:..J , -FOUND 2" BRASS DISC WITH
9 1 0 PUNCH IN CONCRETE, INCASED,
AT INTERSECTION OF UNION AVE
NE AND NE 12TH ST. .
30'
9
10
WEST QUARTER CORNER OF
SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M.,
FOUND 2" BRASS DISC WITH
PUNCH IN CONCRETE INCASED,
AT INTERSECTION OF UNION A VE
NE ANO NE 8TH ST.
PORTION OF THE NW 1/4 OF SEC. 10, TWN.23N., RNG 5 E., WM
CITY OF RENTON, WASHINGTON f .,
26107.54 SF
0.60 ACRES
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25'
SITE BENCHMARK NO. 2
FOUND 2" BRASS DISC
~-WITH ''X" IN CONCRETE, /'lo--INCASED.
ELEV•-'412.46'
SITE BENCHMARK NO. 1
FOUND 2" BRASS DISC WITH "X"
IN CONCRETE, INCASED. o.02'N -
OF CALCULATED NORTH LINE OF PROPERTY . • · ELEV,-412.1 O'
6 SQ. FT.
0 5 10 _ 20 30
U-I I
· SCALE 1 ". = 30'
4,5'
RECONSTRUCT
-DRIVEWAY
GU/rr .,.,-EX CURB & GUTTER --'
·· cR / TO BE REMOVED -. · ·
7'""""'~~2<-:;J_• !:::· ·~"'=·:· -CONSTRUCT NEW CURB & GUTTER
. '· • 32' FROM EXISTING CURB & GUTTER
EX. DRIVEWAY ON NORTH SIDE OF STREET
EX. SIDEWALK TO REMAIN
AREA TO BE DEOICA TED
TO CITY OF RENTON.
FOR ROAD RIGHT OF WAY
PROPOSED 0.5' VERTICAL
CURB & GUTTER & 5' SIDEWALK
PROPOSED 5'
LANDSCAPE EASEMENT
6"
RUBBER HOSES, TYP.
3" BERM,
TYP.
2" BARK MULCH
.,
2" DIAM. x 8' -TREE STAKE: TYP.
-CONSTRUCT STAKES PARALLEL
TO CURB. OR SIDEWALK
#12 GA. BRAIDED -
WIRE; TYP. .
·:M• MIN.,
PLANTING BACKFILL TYP,
.·c...c+-,-2/3 NATIVE SOIL=-21· .. _ ·. \ ·
1/3 IMPORTED TO,PSrnL _ .···--·•·.-' ~~""' u ----. . ' ' ·_
STREET TREE PLANTING
N.T.S.
''"~ .. ;;:.;"''''' .,,,,;,,_ ,_ . .,
\.,~;';;.i,1,:,.,;;.·,~.20·".:j·'
PLANTING HOLE SHALL BE
AT LEAST 2 TIMES
DIAMETER OF ROOT BALL
4" POT CREEPING ST.
JOHN'S WOR1 -
(HYPERICUM ASCYRON)
PLANTED AT 4.5' O.C .. TYP.
-".tl---~ FOUND 1 /2" REBAR & CAP 2 GAL. WHITE ROCK,
ROSE. (CISTUS
ALBIDUS) PLANTED
w
1
BUFFER INCREASE
STAMPED "HANSEN 21464"
0.1'W
FOUND 1 /2" REBAR & CAP
STAMPED "HANSEN 21464"
0.1'W
!iQ.IE.
LOTS 3 & 4 TO
ACCESS NE 9TH ST .
mEE LEGEtlQ .,. ~:o,~~ ALDER , ...... ,,
0 MADRONA
-~ FIR
0 COTTONWOOD
e CEDAR
0 MAPLE
·~ DECIDUOUS ,...-TREES TO BE REMOVED ...-, ,--,
TREES TO BE RETAINED '-../ e STREET TREE
Call
before you --o,g.
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
LANDSCAPING STRIP DETAIL
N.T.S.
'
NOTE:
1 O' O.C., TYP.
1.5" CALIPER
OREGON ASH STREET TREE
PLANTED 30' O.C., TYP.
(NOTE: -2 TREES PER LOT)
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES .PRIOR TO COMMENCING CONSTRUCTION. NO
nEPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN·
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555. .. '
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LEGEND
0 EXISTING CATCH BASIN
@ EXISTING SANITARY SEWER
@ EXISTING STORM DRAIN .MANHOLE
POWER POLE/S.TREET LIGHT
0 FOUND AS NOTED
MONUMENT AS NOTED
NORTH'MEST CORNER OF .
_ · ~ SECTION 10, TOWNSHIP 23
4 ~ . · . NORTH, RANGE 5 EAST, W.M., c;::~~;J FOUND 2" BRASS DISC WITH
9 . 10 . PUNCH IN CONCRETE, IN CASED,
AT INTERSECTION OF U.NION AVE
NE AND NE 12TH ST.
EX CB
RIM=412.46
12" ADS N 405.81 IE
i2" ADS S 405.74 IE
1' POWER EASEMENT
REC. NO. 4043986
30'
30'
9
10
'MEST QUARTER CORNER OF
SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M.,
FOUND 2" BRASS DISC WITH
PUNCH IN CONCRETE INCASED,
AT INTERSECTION OF UNION AVE
NE AND NE 8TH ST.
PORTION OF THE NW 1/4 OF SEC. 10, TWN.23N., RNG 5 E., WM
CITY OF RENTON, WASHINGTON
17.5' UTILITY EASEtvlENT
REC NO. 8006240435
TO BE VACATED
18" Aos· CULVERT
403.82 IE
0 5 10 20 30
I I
SCALE 1" -30'
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5· wooo I :
FENG[~ . 11 ;'j . ~'-I s2
EX SSMH I g
RIM=412.33 u,
8" DI N 407.06 IE I ' '
8" D.1 S 407.88 IE
EX CB
RIM-411.75
SITE BENCHMARK NO. 2
FOUND 2" BRASS DISC.
c.---WITH "X" IN CONCRETE,
111.--IN CASED.
ELEV-412,46'
;-,
ii w >
ii'
0 SITE BENCHMARK NO. 1 r FOUND 2" BRAS~ DISC WITH "X"
IN CONCRETE, INCASED. 0.02'N
OF CALCULATED NORTH LINE OF PROPERTY .
ELEV=412.10' .
EX CB
RIM=411.69
12" ADS NE 408.29 IE
12" ADS SW 408.29 IE
CONSTRUCT NEW
12" ADS NE 409.40 IE
CURB & GUTTER/SIDEWALK
COMMON NEW 12' DRIVEWAY
6' CYCLONE
FENCE
26107.54 SF .
0.60 ACRES
--~ ·-S89'21'55"E
~. ~ 7' CYCLONE
. FENCE
"' "'
EX SDMH
RIM=406.41
1307.84'
~ -18" ADS N 403. 77 IE
18" ADS S 403.86 IE
EX CB
RIM=404.56
18" ADS N 401.64 IE
18" ADS S 401.66 IE
Lot
381.69'
8' GRASS
STRIP
-------~-
WETLAND DELINEATION
BY ALDER NORTHWEST
RECONSTRUCT SIDEWALK
AT WEST END TO PROVIDE
5: SIDEWALK . .
~~
1--,--,-~~sMl'f~·~ · RECONSTRUCT
RIM=414.65 · ----.;; DRIVEWAY
8" DI W 408.32 I
8" DI E 408. 75
6;, PVC S 40 .48 IE (NEW) •
EX. SIDEWALK TO REMAIN
AREA TO BE DEDICATED
TO CITY OF RENTON
FOR ROAD RIGHT OF WAY
PROPOSED 0 .. 5' VERTICAL
CURB & GUTTER & 5' SIDEWALK
PROPOSED 6'. . -. ----
LANDSCAPE EASEMENT
o---~ FOUND 1/2" REBAR & CAP
;,, STAMPED "HANSEN 21464"
clr,,--',,-----""---1 il 0.1 ·w
<'Ci
1
t:lllIE.
USE SPLASH BLOCKS FOR
DOWNSPOUTS. ROOF DRAINS
TO SHEET FLOW TO WETLANDS.
FOUND 1 /2" REBAR & CAP
STAMPED "HANSEN 21464"
O.i'W
6' WOOD
FENCE
t\.'0 ,~<:::3'·
0"
N.QIE.
LOTS 3 & 4 TO
ACCESS NE 9TH ST.
~-~-I FENCE -~ . ::::::0
---f--,--------20' EASEMENT I~ ---e---~-
PRIVATE ACCESS EA~J;lMENT
NOT TO SCALE
12' PAVED
4" CLB
ASPHALT
2" CRUSHED SURFACING
TOP COURSE
4" CRUSHED SURFACING
BASE COURSE
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
i. BEFORE ANY CONSTRUCTION OR DEVELOPMEflT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE
HELD. 'MTH THE CITY OF RENTON PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRiDGE
ANO MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA),
AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, .
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH.
ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE .
WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTI.ON.··
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE NAVO 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
. 6. All SEDIMENTP,TION/EROSION FACILITIES Musr BE IN OPERATION PRIOR TO CLEARING ANO BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED .UNTIL CONSTRUCTION IS COMPLETED AND THE
POTENTIAL FOR ON-SITE EROSION HAS PASSED. . .
7. All RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION
'MTH All CONSTRUCTION ACTIVITY UNLESS OTHER'MSE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE
WATER UTILITY SECTION.·
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, .OTHER THAN. CITY OF RENTON
APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC.
WORKS DEPARTME,NT, SURFACE WATER UTILITY SECTION.
' 9. All PIPE AND . APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 'MTH
SECTION 7-02.3(1) OF. 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 'MELL AS PLACEMEN r AND COMPAC.TION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UN YIELD.ING
BASE. ALL PIPE ,BEDDING SHALL BE APWA CLASS "c", 'MTf! THE EXCEPTION OF PVC PIPE. All TRENCH
BACKFILL SHALL BE COMPACTED TO. MINIMUM 95% FOR PAVEMENT AND STRUCTURAL Fill AND 90% OTHER'MSE
PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE ..
10. GALVANIZED STEEL PIPE AND ALUMINIZED srEEL PIPE FOR All DRAINAGE FACILITIES SHALL HAVE ASPHALT
TREATMEN.T #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES 3HALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE. PIPE,
OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. All CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY Will NOT BE ALLOWED UNLESS
SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR •.
14. 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 FOLLO'MNG SPECIFICATIONS:
4 -8 INCH RO,;;K / 40 -70% PASSING;
2 -4 INCH ROCK / 30 -40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 -20% PASS.ING.
15. 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, CEIHIFIED AS'-BUILT DRAWING OF THIS DRAINAGE SYSTEM Will BE SUBMITTED TO THE CITY UPON
COMPLETION. .
16. ISSUANCE OF,'THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE
OWNER OF THE CpNTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER
DISPOSITION. FU\1THER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING
.. "--"~~J;l!!;~f~ 0£.TJ:IE SYSTEM PR2VIDE(JggRING CONSTRUCTION. __ --· _ -----·------_,
17. THE CONTRAC,1-0R-SHALL'BE RESPONSIBLE FOR PROViDlflG ADEQUATE SAFEGUARD, SAFETY DEVICES, .·
PROTECTIVE EQUlfMENT, FLAGGERS, ANO ANY OTHER NEEDED ACTIONS. TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE fUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED
BY THE CONTRACT. ANY WORK 'MTHIN 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 DIVISlml. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL.
APPLY.
18. SPECIAL DRAINAGE MEASURES 'Mll BE REQUIRED
PROTECTION ARE,~ (APA).
IF THE PROJECT LOCATION IS 'MTHIN THE AQUIFER
'
19. BEFORE ANY ICONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE
HELD 'MTH THE CITY OF RENTON, PUBLIC WORl<S DESIGN ENGINEER.
20. ALL LIMITS Of CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL
BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
i
21. All REQUIRED SEDIMENTATION/EROSION COmROL F AGILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR.
TO LAND CLEARl0G ANO/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
NATURAL DRAINAGE SYSTEM. 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 PI\SSED: THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
22. THE EROSIOJ AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRA'MNG 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 ANDiWATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
23. APPROVAL Of THIS PLAN IS FOR EROSIOfl/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN
APPROVAL OF S'\ORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS; CHANNELS, OR RETENTION
FACILITIES. , · . ·.
24. DURING THE 0TIME PERIOD OF OCTOBER 1ST THROUGH APRiL 30TH, All PROJECT DISTRIBUTED SOIL AREAS
GREATER THAN ~i'OOO SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL .BE .
COVERED BY MU~CH, SODDING OR PLASTIC COVERING.
\
25. IN ANY ARE,( WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED
FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED 'MTH MULCHING,
GRASS PLANTING' OR OTHER APPROVED EROSION CONTROL. TREATMENT APPLICABLE TO THE TIME OF YEAR,
GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
INCLUSIVE. SEEl)ING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE
AUGMENTED 'MTff MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF· RENTON, OUTSIDE THE
SPECIFIED TIME P\ERIOD.
· 26. FOR All ERQSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A
FENCE IS REQUIRI:O WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3: 1 SIDE SLOPES. .
'•
27. A TEMPORAR,Y GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY
SPALLS SHALL E~ LOCATED AT ALL POINTS OF-VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE .
Call
before you o.g.
1-800-424-5555 .
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINE~. IT'S COSTLY
-~---'"·--·-· -~
I EXPIRES
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
If SHALL BE THE CONTRACTOR'S RESPONSiBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF All EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT All EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION ..
CALL BEFORE YOU DIG: 1-800-424-5555.
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LEGEND
0 EXISTING CATCH BASIN
G) EXISTING SANITARY SEWER
@ EXISTING STORM DRAIN MANHOLE
J=z----<'; POWER POLE/STREET LIGHT
0
~
FOUND AS NOTED
MONUMENT AS NOTED
NORTHWEST CORNER OF
EX CB
RIM-412.46
12" ADS N 405.81 IE
12'' ADS S 405.74 IE
PORTION OF THE NW 1/4 OF SEC. 10, TWN.23N., RNG 5 E., WM
CITY OF RENTON, WASHINGTON
0 5 10 20 30
L;J,-1 I I
SCALE.1" = 30'
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6' WOOD I >
FENCE--........_. . 11 3 .· . ~'I<(
EX SSMH .. I ~
RIM=412.33 vi
II
25'
SITE BENCHMARK NO. 2
FOUND 2" BRASS DISC
Vi1TH "X" IN CONCRETE,
,._---:--INCASED.
25'
~ z ,.
.~
" < .
ELEV=412.46'
>c ·< "' w >
ii'
0 SITE BENCHMARK NO. 1
FOUND 2" BRASS DISC Vi1TH "X"
IN CONCRETE, INCASED. 0.02'N
OF CALCULATED NORTH LINE OF PROPERTY
ELEV-412.10'.
EX CB
RIM-411.69
WATER NOTES AND SPECIFICATIONS 2003
1. THESE NOTES SHALL .APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATIONS, AS APPROVED ANO 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.
3. 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 .~Y . . .
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ANO IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE ..
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
FOR
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
6. ALL WATERMA 1N PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST
REVlSION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR .
lATIEST REVlSION: PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDiNG TO BE CLASS C .• ALL DUCTILE
IRON PIPE AND ~ITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. . . ' . . . .
· 7. CAST IRON ANO DUCTILE IRON FITTINGS .SHALL BE CEMENT LINED, PRESSURE RA TED. AS NOTED ON PLANS, AND IN
ACCORDANCE WllH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE Vi1TH ANSI/AWWA
~· ~ SECTION 10, TOWNSHIP 23 z'.'.. .. •. NORTH, RANGE 5 EAST, W.M .. k~~:;·::J . . FOUND 2" BRASS DISC Vi1TH
9 10 PUNCH IN CONCRETE, IN CASED,
AT INTERSECTION OF UNION AVE .
NE AND NE 12TH ST.
4
1
~!1
8' DI N 407.06 IE I •'
8" DI S 407.88 IE
EX CB
12" ADS NE 408.29 IE ·
12" ADS SW 408.29 IE
CONSTRUCT NEW .
C104/421/4-90. IF FIHINGS ARE 3 TO 12 INCHES IN DIAMETER AND. HAVE MECHANICAL JOINTS, THE FITTINGS SHALL
IN ACCORDANCE WITH EITHER ANSI/AWWA C1 IO-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12
INCH DIAMETER FITTING.S, WHICH HAVE MECHANICAL JOINTS ANO/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE Vi1TH
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 T.HE FITTING WITH A MECHANICAL JOINT(S) MAY BE .Vi1TH ANSI/AWWA C153/A21.S3-94
ANO 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.
1' POWER EASEMENT
REC. NO. 4043986
RIM-411.75
12" ADS NE 409.40 IE ?zl\ SHEDi!J 5' WOOD
0 \ -~ FENCE .
-----'..---• :===:~~~~=~~======~~:~G~A~TSE~~~4l' ;C~Y~C;LO;N;E_2~~~
12" ADS CULVERT FEflCE ·~~. -~~m-1e3,--~-~c---____ ---"-_.c_e__:_:_=
CURB & GUTTER/SIDEWALK
COMMON NEW 12' DRIVEWAY
,3/4" SVC TAP,
. ' ;
TYP\
-6' CYCLONE
FENCE
· RECONSTRUCT SIDEWALK
AT Vi1EST END TO .PROVIDE
5' SIDEWALK
B. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DIS~ WITH BRONZE Vi1EDGING DEVlCE AND O~RiNG
.STUFFING BOX (AWWA C500) OR OF RESILIEN.T SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A
•.. MINIMUM WATIER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER cqMPANY NO ..
. A2380 OR M & H. . .
' . ·· 10' UTILITY EASEMENT BU~\iv~~~
. ____ . ,--.J\r-_" ____ . _. ·.~ . c:_. ·. . . 1:":-=t~RE~-c~,~~~0~·~8~1.._0~9 o.._2~o~5~4~5~~-"""',...""""4..~S;;;89;,';,24:;.',;,17;,_"~E~1!,;__3;:;0::;:8...;._.8~9_.._' ~-="'-,;;3:;_81:.,6~8r',....,~;:;;;:;··~~~~,,.,.....,."'Ji~~;J;~il,~~~
· 30,02' · I · "\897.19' • 4' CYCLOt·iE ----------
!o FENCE ,o
RECONSTRUCT
DRIVEWAY
9. FiRE HYDRANTS SHALL BE COREY TYPE (OPUJING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST
PRESSURE) CON,ORMING rn 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 SEAHLE PATT[RN 6 THREADS PER INCH, 60 DEGREES V. .
THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT OIAME.TER 4.6263. HYDRANTS SHALL HAVE A· 1-1/4
. INCH PENT.AGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT), ..
0
(/)
9
· '. . MARKER ~0~~6 :~ "Q "',-------------------------R Ac-·. (s-LS
I . . "-
SSCO,.,,---EX, CURB & G.UTTE:R 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CA.ST IRON THREADED CAPS .Vi1TH OPERATING NUT OF
•• , ,,,,, / .· . TO BE RE.MOVED. . . THE SAME DESIGN. AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED. WITH SUITABLE. NEOPRENE 7"'--'-'-C~~¥'!'.:2 ,,, CONSTRUCT NEW CURB & GUTTIER GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES . 3D'
I ?J ~ \/>; ~ ', '-... ·~ ..
I (I) ?J ' ~ ~ ~ '·, "-----........ / "'-.....,,::::::\
tr;:-, '-I -...... I :) \ '-'<'-' --·-----... WF,-1 1 WF-8
·~ . \ I \-., '--... <"~ ~-" I ~ WF-2iX.:-,-. -... -... ', . _..........-..-J
0 . "-... ~<1 'v )(WF-11 WF-7X\
~: ~ "'i:o r ~<,f"' , .. ,,, .. . ·. ,;, "., '.,:\-', '< X , . ~ ~ t B ~ ')
.· \ £ '& \~ ~~G0~s~0t~6blR\~ 0NE T ACT A \ ~ -,Z \% WF-5/
II <;2._ / \ WETLAND WF-17y . "., {"' -... "-..__
v, 26107.54 SF X "-.._ I / \· 0.60 ACRES -... .
WESTERL y LINE I X I STORM EASEMENT~ / WF-3X ~ I REC, NO. 20030731004599 · , .... / '
I I /
(
30'
32' FROM EXISTING CURB & GUTTIER 11. THE 4 INCH ~UMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTILE THREAD X 5 INCH STORZ.
EX. DRIVEWAY ON NORTH SIDE OF STREET STORZ ADAPTER SHALL BE FORGED AND/OR EXrRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED
' PRIVATE
MIN FF
414.00
SE\'i1ER EASEMENT" ,,
I
I
I
MIN FF I
EX. SIDEWALK
AREA TO BE DEDICATED
TO CITY OF RENTON
FOR ROAD RIGHT OF WAY
TO REMAIN
414.10 I f PROPOSED 0.5' VERTICAL
140' 6" PVC \ CURB & GUTTER & 5' SIDEWALK
@ • , GRADE I PROPOSED 5'
ASPH LT
REL ASE REQUIRED_\ LANDSCAPE EASEMENT
__ 5' PRIVATE
C? t-----SEWER EASEMENT
110---FOUND 1/2" REBAR & CAP
""'!'"P,r,i,',:'i~:1'1-+;.,=.cs;;.'--'-· ·:....:::-_· ·~---·-'·--___:4J-~···-·. STAM PED '.Hi,_NSEN 2146-4'. cc _ 0.1'W
Ml FF
4H 00 2
S E SEC ION
DE AIL 0
SHE T 5 0 7
IE-408.81
1
MIN F
414.50
ci
co
(/)
130'-6" PVC @ :50%
GRADE RELEASE REQUIRED
IE-409.13
FOUND 1 /2" REBAR &: CAP
STAMPED "HANSEN 21464" ·
o.rw
..----6' WOOD
FENCE
END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO
GASKET TO Vi1EATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
H'(DRANT ADAPTER WITH. 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE .
12. FIRE HYDRANh 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 HYDRANfS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST
REVISION.
15. ALL WATERM~INS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER. OF 36. INCHES BELOW FINISH GRADE.
ALL WATERMAIN !,2 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GR,?,DE. WHERE
UTILITY CONFLICTf OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
• " --'' •> "i ' -----~·t..16.<-Al:.l=-WA'fERMr:!NS 6 :NCHES·-ANO LARGER IN-DIAMETER SH1\LL'BE·-··CLEANED WITH PIPE CLEANING "PIGS!!....·PRlbR~-To-~-," ----------~------
DISINFECTION. TfjNi,:,\}Y,PIGS''-cSHAL~ BE GIRARD INDUSTRIES AQUA SWAB--AS:OR APPROVED EQUAL. 2 LB/CU. FT.
DENS,ITY FOAM Vv1{H 90A DUROMETER URETHANE RUBBER COATING ON THE REAR .QF :'PIG" ON~Y. · , 1
17 .. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. TH[ CONTRACTOR WILL PERFORM THE
CLEANING OPERA IION. .
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OYER
. OPERATING PRESo_\JRE, IN ACCORDANCE Vi1TH 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 REN[fON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED. THE NUMBER OF GALLONS
. PER HOUR AS LIS,TED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE
SHALL NOT EXCEfi.0 5 PSI DURING THE 2 HOUR TEST PERIOD.
\
19. ALL WATERMA\NS AND S.ERVICES 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 E . -. .
LAID. CHLORINE 2HALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE
STANDARD SPECl~CATIONS REFERENCED ABOVE. .
. ~-\ 6 CY~~2~~y: '01~~--F-;Y
l ~o.o:z'___L'v aac,,_· __ c' --J_.,,.,.,,_!J-·=-·j,-, ... ---~·~=-..... -· :..,~ .... ·°7iii""'"9~=""""c-;';;;;;%~~·~~~-~ .... -.. -.... -....... ..., .. ;38:;1;.6;9 .... ~-....,· =~---~W"'F .... ·-.... 1 .... ·· · ............. ~ .... -.,,,1..-..,,-,...;'.,:;.,,"' ____ -.... -==b='"~ ........ -,,. .... 0-,b~=::::.,.~--~~ .... -J-/"'"'""()"-'~"
f~NccrLONE ) \ --·----·~ ~-~.·.-. S89'21'55"E 1307.84' --•--~· .
NQIE.
LOTS 3 & 4 TO
ACCESS NE. 9TH ST.
. 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 JHE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION.
10
17.5' UTILITY EASEMENT j. / -
FENCE TRANSITION REC. NO. 8006240435 7' CYCLONE --------c--'c\~.---~ ~~ 7FE, NCCYECLONE
TO SE VACATED FENCE . ~ ·
18" ADS CUL VERT ~ ---...c___~
403.82 IE °' EX SDMH Vi1ETLAND DELINE_A_Ti~-·---~~--:':,
"' ~ RIM-406.41
o 18 .. ADS N 403 .77 IE BY ALDER NORTHWEST
Vi1EST QUARTER CORNER OF
SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M.,
FOUND 2" BRASS DISC WITH
PUNCH IN CONCRETE INCASED,
AT INTERSECTION OF UNION AVE
NE AND NE 8TH ST.
d
18" ADS S 403.86 IE
EX CB
RIM-404.56
18" ADS N 401.64 IE
18" ADS S 401.66,IE
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT ANO THE LATEST EDITION
OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
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 DISIURBANCE.
4. CONTRACTOR IS SOLELY RE'SPONSIBLE FOR THE MEANS, METHODS AND. SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO OBTAIN STREET USE ANO
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTI.ON.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. .
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON Vi1TH AN AS-BUILT DRA\'i1NG
OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SI.GNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. 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.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED Vi1TH CRUSHED ROCK AND MECHANICALLY COMPACTED,
CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A
.CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTIER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED Vi1THIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVO.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITIE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE Vi1TH SECTION 7 OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATIONS 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 Vi1LL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES. ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
} . . -_ . . . . .
23. INSTALLATIONiOF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL
SERVlCE AGREEME~TS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HA'/E BEEN MADE TO
THE CITY OF RENTON.
> 24. ALL CONNECT.(ON TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT Vi1ET TAPS, WHICH
MAY BE MADE BYi APPROVED WET T.AP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT.
ALL NECESSARY 8XCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITIE PRIOR TO
CITY NOTIFiCA TIOiS, .
I . --. .
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY D.EVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF.
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS Vi1ELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
l
26. CONTRACTOR iTO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE
PRIOR TO FINAL TIE-IN. · ·
\ .. '
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE ROOS, NUTS, BOLTS, ETC.) SHALL BE AS. MANUFACTURED. BY THE STAR
'MANUFACTURING 'OMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE FUBLIC WORKS DEPARTMENT. . . .
28. ASPHALT ANO, 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 TEMPORAR( COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION Vi1TH A
PERMANENT, SEALj'D PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. •
* i ' . ' . •
30. FOR CITY PR<J.JECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES
SHALL BE·. SCHEDllLE 80 PV PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER.
IMPROVED AREAS., UP .•. ·. s\\
C . II. ~ ~01 -=-w a . ~:r-",., ,
1--..,1 if
before you :::1 ~ e.g.
1-800-424-5555
UNOERG.ROUNO SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY I EXPI~ES
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
Ir SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-.
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO .
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT .SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800~424-5555.
·.'
' i
---· ·---···-------------·----------~----------------------------------------~------------------------------------------------------f-1 -··-·-
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PORTION OF THE NW 1/4 OF SEC. 10, TWN.23N., RNG 5 E., .VVM
. . . ' -,'•. .
I
'
'
'
' ,,
-------------,-----------
CITY---OF RENTON,_-WASHINGTON
420
STA 0+16 Ii.
411.69 Ii.
411. 77 TOP /DEPRESSED CURB
(/) ,t
N 0,
0 :;:
II II
i'!: > "J (/) w
5 5 a. a.
.---,.._
STA 0+21.5
BACK OF WALK
411..87
0
(/)
.;
+
0
<ii ~
"'
LOW POINT ELEV = 406.8J
LOW POINT S_TA = 1+18.7J -
: PYl STA = 1+38.50
PYl ELEV .; 404.56
AD: = 21.50
K =. 4.65
~-------100.00· vc:----.'--~-..,
iii
~
w
~
"'
-EXIST/N
q;_
0
.;
00 +
<ii u > w
FINISHED GRADE
/
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w
~ w
,,1
DATUM ELEV >----'---~---+-------'-----l----'---'----'-'----+------~---'-ij 395.00
0+00
----'-------------
1+00
DRIVEWAY PROFILE
1"=30 HORIZONTAL
1''ae5.' VERTICAL
-------------------
2+00
I
_ Call
before you
· Dig.
1-800-424-5555
UNDERGROUND SERYlCE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
'
'
'
,
NOTE:
EXISTING UTILITY LOCATIONS -SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION o( ALL EXISTING UNDER'-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO .
REPRESENTATION IS MADE. THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON: THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES_
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
I ,
I
!
I
I
'
I
' I
'
I -· f-·--····
1-~~-
I ~--
SITE NO, 1: . . < ·. . . ··.
FOUND 2" BRASS DISC WITH
15.5' E OF CATCH BASIN.
• · ELEVATION: 412.10 FEET
. · S!TE NO. 2 : ... · ·. . .. · .· . / . ·
. FOUND 2 .. BR.ASS DISC. WITl-j
· ANACORTES AVENUE NE •.
ELEVATION:· 4.12.46 FEET
. PROPOSED DENSITY ·
TOTAL AREA
NET AREA
23 N., RGE 5 E., W.M.
C(>UNTY, WASHINGTON
PiR EL IM IN ARY,·.
VICINITY MAP
NOT TO SCALE
. :,lRACt 'A'-~i::NsrnvE AREA
: : TRACT 'B'..:.oPEN SPACE · ·
• SITE AREAS: ·.••· ...... '. ··.··.·.
L0(1 AREA.;; ·5;252 SQ. FT;.
LO r 2 AREA;;,, 5,997 SQ. FT. (NET""4,65~SQ. Fr.)
Lor 3 AREA= 7.687 so. FT .. (NET="5,411 SQ. FT.)
.. :· LOT 4 AREA.= 5,088 SQ. FT.•·•
• TRACT 'A'' AREA: 51,a20 SQ. J'r:
TR.ACT ·~· AREA: 5,325 SQ, FT.
·. RIGHT OF. WAY AREA: 2,27JSQ. FT. .
· .·: EASEMENT AREA LOT 2: 1,141 sq. FT ...
. ···.: EASEMENT. AREA LOT 3: 2,206 SQ .. FT ..
PLA11
~-----·---··-...
10, TWN .. · 23 N~,
KING
-----... -... ___ ---
17.5: U IIUTY EASEMENT
REC flO. 600624.0435
TO BE VACATED
-~v T sa.9·21·5. 5"E 1307.84·.
. ~ 7' CYCLONE . ·
. . FENCE
ADDITIONAL EASEMENTS (UNLOCATABLE)
PUGET SOUND POWER & LiGHT COMPANY EASEMENT
FOR TRANSMISSION AND DISTRIBUTION LINES' ON A
PORTION OF. THE PREMISES RECORDED SEPTEMBER i 2, ·
1950 UNDER RECORDING NUMBER 3120992
• MATTERS DISCLOSED BY RECORD OF SURVEY RECORDED 1===================================================1
MAY 8, 1979 UNDER RECORDING NUMBER 790508~006
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RIM =412.46
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AT IN TERSECT ION OF UNION A VE
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12" ADS NE 408.29 IE
12" ADS SW 408.29 IE
1 · POWER EASEMUJT
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AT INTERSE CTION OF UNION AVE
NE AND NE 8TH ST.
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RIM =411.75
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REC NO. 8006240435
TO BE VACATED
18" ADS CU LVERT
403.82 IE
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18" ADS S 403.86 IE
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18" ADS S 401.66 IE
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~-FOUNO 1 /2" REBAR & CAP
STAMPED "HANSEN 21464"
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FOUND 1 /2" REBAR & CAP
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FENCE
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UNDERGROUND SER VIC E (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
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EX CB
RIM=412.46
12'; ADS N 405. 81 IE
12" ADS S 405.74 IE
PORTION OF THE NW 1/4 OF SEC. 10, TWN.23N., RNG 5 E., WM
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RECORDED UNDER RECORDING NO. 20040212900008
RECORDS OF KING COUNTY
INSTRUMENTATION;
INSTRUMENT USED: 5 SECOND ELECTRONIC
DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL
WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE
OF LOOPS WAS 1: 22,000, IN ACCORDANCE WITH. WAC
332-130-100. .
RENTON CONTROL MONUMENTS:
CITY OF RENTON CONTROL POINT 1848. CONTROL
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AVOID CUTTING UNO~RGROUND
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GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
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·------------------
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1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
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LOT 2
LOT 3
LOT 4
TRACT B
TREE RETENTION TABLE
6" FIR
10" FIR
12" FIR
14" FIR.
15" FIR
14" MAPLE
24" MAPLE
21" MAORONA
24" MADRONA
12'.' DECOUOUS
12" ALDER
15" FIR
22'' FIR
24" FIR
14" DECIDUOUS
8" ALDER
10" ALDER
40" ALDER
12" FIR
13" FIR
14" FIR
22" FIR
28" FIR
6" DECIDUOUS
12" DECIDUOUS
20" FIR
28" DECIDUOUS
6" MAPLE
8" MAPLE
g" MAPLE
12" MAPLE
13'' MAPLE
27" MAPLE
22" ALDER
6" FIR
6" DECIDUOUS
g" DECIDUOUS
EXISTING
2
1
1
2
1
1
1
1
2
1
2
2
3
2
1
1
1
1
5
2
1
1
1
1
1
3
1
1
TO BE RETAINED
0
0
0
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0
0
1
1
2
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0
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TOTAL NO. OF TREES OVER 6" ON SITE
DEDUCT
· 168
TREES IN PROPSED PUBLIC STREET
TREES IN CRITICAL AREAS AND BUFFERS
TOfAL EXCLUDED TREES
NUMBER OF TREES REQUIRED TO RETAIN
NUMBER OF TREES TO BE RETAINED
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0
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124
14
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUNO UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
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RIM-412.46
12" ADS N 405.81 IE
12" ADS S 405.74 IE
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IN CONCRETE, INCASED. 0.02'N
OF CALCULATED NORTH LINE OF PROPERTY
ELEV-412.10'
_ · ·~ SECTION 10, TOWNSHIP 23
4 . Y-;· . . . NORTH, RANGE 5 EAST, W.M.,
i..==="tf"ft:::::_ FOUND 2" BRASS DISC WITH 1
~11
EX SSMH
RIM-412.33
8" DI N 407.06 IE
8" DI S 407.88 IE
I~
I
EX CB
RIM-411.69
12" ADS NE 408.29 IE
12" ADS SW 408.29 IE
9 1 Q PUNCH IN CONCRETE, INCASED,
AT INTERSECTION OF UNION AVE
NE AND NE 12TH ST. !I\ SHED~
i'si _ .G·. .· 5' w.oo.D
EX CB
RIM-411.75
12" ADS NE 409.40 IE
CONSTRUCT NEW
CURB & GUTTER/SIDEWALK
COMMON NEW 12' DRIVEWAY
6' CYCLONE
FENCE
9
. .
I' POWER EASEMENT
REC. NO. 4043986
. ---C-. ~====:~~~~=~~F=E=N=C=E===:==~~f~v[_~~;:~~~~~:-.._
GA 1 c'. 4' CYCLONE
· 12" ADS CULVERT FENCE
--405.14 I --=--~~----~-~-'~~~-~=:::::::::::~~---
' BURIED CMP
10' UTILITY EASEMENT /~---c~-----'---~-'---'--'------1~ CULVERT
~
]LOW L~IN=E=o=r-=v,--[if-;'T-ICccc,IL_s,~-cu~.R'."'.B~&,--.::::==~~:'·· J,."'s,'=pf:::w-~"~l,...I<_
NE 9th S 1:,
"
RECONSTRUCT SIDEWALK
AT WEST END TO PROVIDE
5' SID.EWALK.
··~
30.02-, -~-._/\;----s-\~97.19'---
l· . ~ Jt
~ .. · RECONSTRUCT
RIM=414.65 DRIVEWAY
8" DI W 408.32 I
8" DI E 408. 75
,-REC. NO. 8109020545 ~
S89'24'17"E 1308.89' 381.68'
·-. -----------·--
" -,----~-----.--------~-
JO'
& CAP ' I MARKER BOARD \
I \ '--
\ ~ \ \ \~x ~ :',.,, '--"' '--
\ (\). ~ I ~ ~ ~ ', '------. '-. /
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1~. ~ : : ~2 c: WIF-20 -x._WIF-19 -~~ ~ '\. '"'\8' G;;~~
~ I ~ 0 I \ WF~ "" -X _-,.,;l<WIF-12
.:;' I ,.> V 1 \ L ~ -WIF-29 'o " WIF-14X-----
i \ ib ·~\-r "'"'-29 ACT,......._WA~~8~,· \ \ ':,"'
\ 0 ~ ~ ANGLE POINI IS 1.1· E T -16 \"' I O I OF WEST PROPERTY LIN[ 1 ~ \"",,
I O \ WETLAND WF-17y . ~ ~v'
I 0) / 26107.54 SF X
/ 0.60 ACRES
WESTERL y LINE I I STORM EASEMENT ~ /
Lot WIF-6
/
I REC. NO. 20030731004599 ~ . .._; ··,~
I 1 / 'o, .
F-4
6" PVC S 40 .48 IE (NEW)
$
', . " . sscor [X. CURB. & GUTTER . . .. . -·~,.. / ro BE REMOVED
• ' <; : :.; ;r.,..:...,,,. . ""1;,. "'-'· • ' ' ' . . .
..•.. ,·...... • ,. CONSTRUCT NEW CUHB & GUTTER
32' FROM EXISTING QURB & GUTTER
EX. DRIVEWAY ON NORTH SIDE OF STREET ..
EX. SIDEWALK TO REMAIN
AREA TO BE DEDICATED
TO CITY OF RENTON
FOR ROAD RIGHT OF WAY
PROPOSED 0.5' VERTICAL
CURB & GUTTER & 5' SIDEWALK
PROPOSED 5' ·
LANDSCAPE EASEMENT
u----FOUNO 1/2" REBAR & CAP
io STAMPED "HANSEN 21464"
-':,-r-...,,.-------l ~ ' . ,., -0.1 W
'"
1
t:IQJE;, .
USE SPLASH BLOCKS FOR
DOWNSPOUTS. ROOF DRAINS
TO SHEET FLOW TO WETLANDS.
FOUND 1 /2" REBAR & CAP
STAMPED "HANSEN 21464"
0.1'W
..--~ 6' WOOD
FENCE
I 5' CYCLO,,JE y / ~
30' 1 Fu1cE ~wr=-2'J".
. I --/ --
FE>ICE
"' -FENCE TRANSITION ~ ....
WEST QUARTER CORNER OF
SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M.,
FOUND 2" BRASS DISC WITH
PUNCH IN CONCRETE INCASED,
AT INTERSECTION OF UNION AVE
NE AND NE 8TH ST.
8" MIN
17.5' U rlLITY EASEMENT
REC NO. 8006240435
TO BE VACA TED
18" ADS CULVERT
403.82 IE
}'M.----25' R.
FILTER FABRIC
2"-4" QUARRY SPALLS .--·---~
ROCKED CONSTRUCTION ENTRANCE
N.T.S.
----------·-----------
-·----;----~--
co 0 ~\0 ,:,'
0"°
)~"""'.~ .... ""---= ··--e;S~8~9:';'2'i'r'::'.ss~";:'E"'1;";3:;:o-';7.-:5-';'4 ,'"'-"'··==---.,-_ ---"'"---=-... -=_... .... ...,,.,..i'f'"===-""_"""" ..... ~~,..,,...,T,..E ... S ... C ... F ... E ... N...,CE"""''"'-,...,,_..._..I.,. • ..::..<::""',,., :;;;_~=-.::,,:;==:I. _/ '<i
~ ~ 7' CYCLONE -SEE DETAIL ~----7' CYCLONE '5 FUICE -FENCE .-~ "' O>
EX SDMH
RIM-406.41
18" ADS N 403. 77 IE
18" ADS S 403.86 IE
EX CB
RIM-404.56
18" ADS N 401.64 IE
18" ADS S 401.66 IE
------
WETLAND DELINEATION
BY ALDER NORTHWESf
2"X4" WOOD POST, --
STEEL FENCE POSTS,
REBAR, OR EQUIVALENT
2"x2"x14 GA. WIRE
OR EQUIVALENT, IF~
STANDARD STRENGTH
FABRIC USED
FILTER FABRIC ----
MINIMUM 4"x4" TRENCH -
BACKFILL TRENCH WITH-+H:)I
NATIVE SOIL OR 3/4"
-1.5" WASHED GRAVEL
0.5'
_l
SILT FENCE DEtAI!..
N.T.S;
2.0'
~& 4 TO.
ACCESS NE 9TH ST.
·--· --· ------.. -----~---------------
Call
before you e.g ...
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY.
TEMPORARY EROSION/SEDIMENTATION· CONTROL NOTES
1. APPROVAL OF THIS TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION
OF ROADS, PIPES, RESTRICTQRS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC).
2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED,
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
FLAG.GED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING IF REQUIRED) PRIOR TO
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING·
. LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE·
APPLICANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION ..
4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF
. SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES IS MINIMIZED.
5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR .
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL
BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR
CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP RELOCATION OF DITCHES AND SILT FENCES,
ETG.)
6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC SUPERVISOR
AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHOULD BE
KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH
31) AND. OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT 30). ·
7, ANY AREA STRIPPED OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL.
NOT BE DISTURBED FOR 2 DAYS DURING THE WET SEASON OR 7 DAYS DURING THE ORY SEASON,
SH1LL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCI IING,
PLA•STIC COVERING, ETC.) . ·
8. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE AHENTION, SHALL BE
AD RESSED WITHIN FIFTEEN (15) DAYS .
. 9.. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED. A MINIMUM
OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM. EVENT. · ..
10. r AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE BE
WIT~IN A .CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED Pi!IOR
TO fAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE
D01NSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING
OF. CONSTRUCTION AND MAINTAINEDFOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES
SUCH AS WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
FOR THE DURATION OF THE PROJECT.
12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN ·
SH:ALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE
AQl;:OUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN
INFILTRATION OR DISPER.SION SYSfEM. THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE
'BCIJTOM AND SIDES ARE AT LEAS[ T'F1JoT AB-dVE THE FTN-AL_-GR.ADE-Of THE PERMANENT FACILITY ..
131 WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE
AP,PLIED AT A MINIMUM THICKNESS OF TWO INCHES.
' CONSTRUCTION SEQUENCE
1. SCHEDULE PRE-CONSTRUCTION MEETING WITH CITY OF
RENTON (ARNET A HENNINGER, 425-430-7298)
2. FLAG CLEARING LIMITS.
3. CONSTRUCT T.E.S.C. CONTROLS.
RIGHT-OF-WAY. ADDITIONAL TESC
BE REQUIRED BY CITY OF RENTON
TO BE NECESSARY .
CLEAR SITE AND ROAD
CONTROL MEASURES MAY
INSPECTION IF DETERMINED
4. CONSTRUCT. ROAD ANLJ UTILITIES. CONTROL ALL RUNOFF
WITH T.E.S.C. CONTROLS DURING CONSTRUCTION.
5 .. REMOVE T.E.S.C. CONTROLS ONLY AFTER SITE IS STABILIZED
AND THE DANGER OF EROSION HAS PASSED.
NOTE:
§mEs
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MAOE THAT ALL EXISTING UTILITIES ARE SHOWN
flEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
.
.
f} '. /, -, '_ ''.'. f:
'~c,.__,,._,,o ~ ~ '_-_ .. }
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---------. -~-··--·------··----, ---