HomeMy WebLinkAboutAccess Connection No. 46703 - RAP Permit / Conditions - 6/25/2007 Access Connection Permit
TO BE KEPT IN THE
Name and Address of Applicant: Permit Number PARCEL FILE
Hood Canal School District#404 46703
111 N. SR1O6 SR MP LT/RT
106 0.100 Left
Shelton, WA 98584 KP Region
Olympic
County JaxEarl* r
Mason
Government Lot Number
n/a
Phone (Optional) 360-877-9700 NW 1/4 of SW 1/4 of s 2 .T 21 N R 4W
Permit Category Current Highway Classification
1 -Minimum Connection 1 - 1320' Minimum Approach Spacing Required
s� 2 - Minor Connection 2 -660' Minimum Approach Spacing Required
3 - Major Connection 3 -330' Minimum Approach Spacing Required
4 -Temporary Connection 4 -250' Minimum Approach Spacing Required
5 - 125' Minimum Approach Spacing Required
Access Connection meets current Department location, spacing, and design criteria: Conforming ✓Non-Conforming Variance
The Applicant, hereinafter referred to as the"Grantee", having applied for a permit to construct/upgrade, use, and
maintain an access connection to serve:
Hood Canal School District. ,r ,,
7MCCD
Cam;
N 2 7
- PLA;,;>
The Washington State Department of Transportation or its designee, herein after referred to as the"Department",
hereby orders that this permit be granted, subject to the terms and provisions stated upon the General Provisions
hereof and Exhibits attached hereto and by this reference made a part hereof:
Exhibit"A" -Special Provisions for Highway Encroachments, Pages 1 and 2.
Exhibit"B" -WSDOT R/W Sheet and Project Plan Sheets, Pages 1, 2, 3, 4 and 5.
Exhibit "C" -WSDOT Type D1 Design Template, Pages 1.
Exhibit"D" -WSDOT Standard Plan B-7a Beveled End Sections for Culvert, Pages 1.
Exhibit"E" -WSDOT 2006 Work Zone Traffic Control Plans, TCP5 &TCP6, Pages 1 and 2.
NOTE: Additional Special Provisions; [a] Any impacts, mitigations, relocation or other related expenses incurred
as a result of the location of the proposed road approach to existing utility, light pole and hydrant shall be the
sole responsibility of the school; [b] This Access Connection Permit voids and supersedes previously issued
This permit shall be void unless the construction herein contemplated is started within 90 days of issuance and completed
within 120 days of issuance, unless otherwise provided herein.
This permit is acce d approved by the Grantee, subject to the terms and provisions as herein set forth.
PERMIT HOLDER DEPARTMENT OF TRANSPORTATION
(� DALE C. SEVERSON,P.E.
Title: VC(tQ Title: Development Services Engineer
Date: /y�� 7 Date: JUN 2 5 2007
RAMPS-Access Connection Permit-Page 1
I
General Provisions
1. The Permit Holder, its successors and assigns,agrees to protect the State of Washington, its officers and employees and save them harmless
from all claims,actions or damages of every kind and description which may accrue to or be suffered by any person,persons,or property
by reason of the acts or omissions of the Permit Holder, its assigns,agents,contractors,licensees,employees or any person whomsoever, in
connection with Permit Holder's,its assigns',agents',contractors', licensees'or employees'construction, installation, maintenance,operation,
use or occupancy of the right of way or in the exercise of this permit. In case any suit or action is brought against the State of Washington,
its officers and employees,arising out of or by reason of any of the above causes,the Permit Holder, its successors or assigns will,upon notice
of such action,defend the same at its sole cost and expense and satisfy any judgement against the State of Washington, its officers,or
employees: PROVIDED,that if the claims or damages are caused by or result from the concurrent negligence of(a)the State of
Washington's agents or employees and(b)the Permit Holder or Permit Holder's agents or employees,this indemnity provision shall be valid and
enforceable only to the extent of the negligence of the Permit Holder or the Permit Holder's agents or employees.
The Permit Holder,and on behalf of its assigns,agents, licensees, contractors and employees agrees to waive any claims for losses,expenses,
damages or lost revenues incurred by it or its agents,contractors, licensees,employees or customers in connection with Permit Holder's, its
assigns',agents', contractors', licensees'or employees'construction, installation, maintenance,operation, use or occupancy of the right of
way or in the exercise of this permit against the State of Washington, its agents or employees except the reasonable costs of repair to
property resulting from the negligent injury or damage to Permit Holder's property by the State of Washington,its agents,contractors or
employees.
2. During the progress of the work,such barriers shall be erected and maintained as may be necessary or as may be directed for the protection
of the traveling public;the barriers shall be properly lighted at night.
3. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to
interfere with the travel over said road.
4. If the work done under this permit interferes in any way with the drainage of the State highway,the Permit Holder shall wholly and at its own
expense make such provision as the Department may direct to take care of said drainage.
5. Permit Holder hereby authorizes the Department to enter upon their lands where necessary to construct or reconstruct the permitted access
connection and/or construct and maintain traffic control devices and appurtenances.
6. The access connection shall be maintained between the right of way line and the shoulder line of said(highway,frontage service road of said
highway,highway and/or frontage service road,'="Line of said highway)by the Permit Holder,their heirs,successors or assigns.
7. On completion of said work herein contemplated,all rubbish and debris shall be immediately removed and the roadway and roadside shall be
left neat and presentable and satisfactory to the Department.
8. The cost of construction or modification of a connection shall be the responsibility of the Permit Holder, including the cost of modification of any
connection required as a result of changes on property site use in accordance with WAC 468-51-110.
g, The Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this
permit at any time,said change or removal to be made at the sole expense of the party or parties to whom this permit is issured,or their
successors and assigns.
10. Existing permitted connections impacted by the Department's work program and which,in the consideration of the Department,necessitate
modification,relocation,or replacement in order to meet current Department connection location,quantity,spacing, and design standards,
shall be modified, relocated,or replaced in kind by the Department at no cost to the Permit Holder. The cost of further enhancements or
modification to the altered, relocated,or replaced connections desired by the Permit Holder shall be the responsibility of the Permit Holder.
11. If any changes are made or proposed in the land use,intensity of development,type of traffic, or traffic flow of the property served by this
connection permit,the Permit Holder is required to contact the Department to determine if further analysis is needed to determine if the change is
significant and would require a new permit and modifications to the connection.
12. All such changes,reconstruction,or relocation by the Permit Holder shall be done in such manner as will cause the least interference with any of
the Department's work,and the Department shall in no way be held liable for any damage to the Permit Holder by reason of any such work by the
Department, its agents or representatives,or by the exercise of any rights by the Department upon roads,streets,public places,or structures
in question.
13. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting other permits
or franchise rights of like or other nature to other public or private companies or individuals,nor shall it prevent the Department from using
any of its roads, streets,or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby
surrendered.
14. The Department may revoke, amend,or cancel this permit or any of the provisions thereof at any time by giving written notice to the Permit Holder.
The Permit Holder shall immediately remove all facilities from the right of way. Any facilities remaining upon the right of way 30 days after written
notice of cancellation shall be removed by the Department at the Permit Holder's expense.
15. It is the responsibility of the apllicant or Permit Holder to obtain any other local permits or other agency approvals that may be required, including
satisfaction of all environmental regulations. It is also the responsibility of the Permit Holder to acquire any property rights necessary to provide
continuity from the applicant's property to the Department's right-of-way if the Permit Holder's property does not abut the right of way.
16. The party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for which this permit is
granted in a condition satisfactory to the Department.
17. Any breach of any of the conditions and requirements herein made, or failure on the part of the Permit Holder of this permit to proceed with due
diligence and in good faith after its acceptance,with construction work hereunder,shall subject this permit to cancellation as herein provided.
18. This permit is subject to all applicable provisions of 468-51 WAC,468-52 WAC,Chapter 47.50 RCW,Chapter 47.32 RCW, and/or
Chapter 47.44 RCW,and amendments thereto.
RAMPS-Access Connection Permit-Page 2
i
Special Provisions for
Highway Encroachments
Permit No. 46703
Applicable provisions are denoted by
✓ 1. No work provided for herein shall be performed until the Permit Holder is authorized by the following Department representative:
Larry Deemer, Asst. Superintendent
Area 2, Port Orchard Maintenance
8293 Spring Creek Road SE
Port Orchard,WA 98367-8192
Phone: 360-874-3050
✓' 2. Prior to the beginning of construction, a preconstruction conference shall be held at which the Department and the Permit Holder and Permit Holder's
engineer, contractor,and inspector shall be present.
✓ 3. Should the Permit Holder choose to perform the work outlined herein with other than its own forces,a representative of the Permit Holder shall be
present at all times unless otherwise agreed to by the Department representative. All contact between the Department and the Permit Holder's
contractor shall be through the representative of the Permit Holder. Where the Permit Holder chooses to perform the work with its own forces, it
may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be
grounds for restricting any further work by the Permit Holder within the State right of way until said requirement is met. The Permit Holder, at its
own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor, agent,and
others, so as not to endanger or injure any person or property.
4. A copy of the permit must be on the job site and protected from the elements at all times during any of the construction authorized by said permit.
✓ 5. This permit does not give the Permit Holder or any agent or contractor of the Permit Holder any rights to cut,spray, retard, remove,destroy,
damage,disfigure or in any way modify the physical condition of any vegetative material located on the highway right of way,except by written
permission from the Department or for purposes as described by No.6 if denoted below. All restoration shall be done to the satisfaction of the
Department at the sole expense of the Permit Holder.
✓_ 6. If necessary to increase sight distance,brush shall be removed from both sides of the access connection and stumps shall be removed.
The indiscriminate cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted.
7. The access connection(s)shall be constructed in accordance with the attached
Sufficient length of diameter culvert pipe shall be placed in ditch and laid to a true line and grade.
The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 inch)minimum compacted depth of gravel
base material and a 80 millimeter(3 inch)compacted depth of crushed surfacing top course. Asphalt paving will not be required. Finished grade
of the access connection shall be in accordance with the profile control as shown on the attached plan. Directing of surface water from private
property to Department right of way will not be permitted, unless otherwise approved by the Department.
8. The access connection(s)shall be constructed in accordance with the attached Permit Exhibits.
Sufficient length of 12 Inch Minimum diameter culvert pipe shall be placed in ditch and laid to a true line and grade.
The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 inch)minimum compacted depth of gravel
base material, a 80 millimeter(3 inch)minimum compacted depth of crushed surfacing top course,and paved with a 80 millimeter(3 inch)
minimum compacted depth of Asphaltic Concrete Class B unless otherwise specified by the Department. Any existing oil mat on shoulder or
roadway shall be removed and new pavement laid to a butt joint with existing pavement. Finished grade of new pavement shall be in accordance
with the profile control as shown on attached plan. Directing of surface water from private property onto Department right of way will not be
permitted, unless otherwise approved by the Department.
✓ 9. All buildings and appurtenances shall be so located at a distance from the right of way line of any State Highway that none of the right of way
therefore is required for use of the patrons or customers of any such establishment. Permit Holder shall comply with local building codes. Set-back
requirements for the location of buildingts in relation to the right of way line are a function of local authorities, and they should be consulted
regarding requirements that must be adhered to.
RAMPS-Special Provisions-Page 1 Page 1 Exhibit"A"
✓ 10. The Permit Holder agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's
contractor in the performance of his contract.
11. Work within the right of way shall be restricted to between the hours of 7:00 AM and 4:00 PM and/or
,and no work shall
be allowed on the right of way Saturday,Sunday,or holidays, unless authorized by the Department. Any lane closures must be submitted for
approval in advance of use. The hours of permitted closure may differ from the above noted hours.
✓'I 12. The shoulders,where disturbed,shall be surfaced with crushed surfacing top course minimum compacted
depth, or as directed by the Department. The surface of the finished shoulder shall slope down from the edge of pavement at
the rate of 5%unless otherwise directed. The restored shoulder must not have any strips or sections less than 0.6 meters(2 feet)wide.
The restored shoulder shall be surfaced with HMA.
✓ 13. The Permit Holder shall be responsible for constructing and maintaining the access connection(s)and appurtenances between the shoulder line of
the highway and the right of way line inclusive of surfacing and drainage. The Department has the right to inspect all installations at the time of
construction and at any time afterward and to require that necessary changes and repairs be made. Unsatisfactory work will be corrected by the
Department,at the Permit Holder's expense,or access may be removed at the Permit Holder's expense. Directing of surface water from private
property onto Department right of way will not be permitted.
14. The access aconnection shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any tracking of
material onto the highway. Any tracking of material onto the highway shall be subject to enforcement of Chapter 46.61.655 RCW and shall be
immediately cleaned up by the Permit Holder or the Permit Holder's agent.
15. Standard highway warning signs designated as'Truck Crossing"sign,plate W8-6,shall be placed and maintained at Permit Holder's expense on
each side of the access connection. Signs shall be in evidence only when access is actually being used. If necessary,flagmen shall be
provided. Sufficient parking space shall be provided by the Permit Holder outside Department right of way so no vehicles will be parked on
said right of way.
✓ 16. All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of
pavement or as directed by the Department.
17. All slopes,slope treatment,top soil,ditches, pipes,etc.,disturbed by this operation shall be restored to their original cross section and
condition. All hazards shall be marked by warning signs, barricades, and lights. If necessary,flagmenshall be employed for the purpose of
protecting the traveling public. Roadside operations shall be specified by the Department's representative.
18. During the construction and/or maintenance of this facility,the Permit Holder shall comply with the Manual on Uniform Traffic Control Devices for
- Streets and Highways, (Federal Highway Administration)and Washington modifications thereto. If determined necessary by the Department,
the Permit Holder shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance
operations. No lane closures shall be allowed except as approved by the Department representative. Approvals may cause revision of special
provisions,including hours of operation.
19. Bond coverage required to ensure proper compliance with all terms and conditions of said permit will be furnished by a Blanket Surety Bond
held by the Department at the Olympia Service Center.
✓ 20. A surety bond in the amount of $3,000.00 written by a surety company authorized to do business in the State of Washington
shall be furnished to ensure compliance with any and all of the terms and conditions of this permit and shall remain in force until
all work under this permit has been completed and approved by the Department.
✓ 21. Relative to advertising adjacent to all State highways,we wish to call your attention to the Sceni Vistas Act of 1971,Chapter 47.42 RCW and
State Transportation Commission ruling Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation
of this permit. On-premise signs are allowed.
✓ 22. The Permit Holder shall notify the Department's representative upon completion of the work under this permit so that a final inspection can be made.
✓ 23. The responsibility of the Permit Holder for proper performance,safe conduct,and adequate policing and supervision of the project shall not be
lessened or otherwise affected by Department approval of plans, specifications,or work,or by the presence at the work site of Department
representatives,or by compliance by the Grantee with any requests or recommendations made by such representatives.
✓ 24. All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge
and Municipal Construction,current edition, and amendments thereto,and shall be subject to inspection by the Department.
RAMPS-Special Provisions-Page 2 Page 2 Exhibit"A"
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N °t `( MASON COUNTY
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a•J - + Lrttar 3-6-05 0eldad Earemenl on Rt.St.240.25!to 246.42t and Sta.249.7L•to 253.90,Dalsled parcala
®9 a ¢ Grubbing 4 30 Grubbing I. Acres =X SO 3-09551 and 3-09552
° TOTAL AREA IS FROM ASSESSOR'S A SHOWN IN SQUARE 1.1
o V Z RECa105IR9.E OWNERSHIPS FEET ts.ess OTHERWISE NOTED E#
U u u°' - M t LE 5 PARCEL N0. NAME or AREA R/W LT. REMAINDER RT. EASN'T n$u M I LF- 6
ai u F 3-09551 NOT USED _
¢0:_°° 5.SO Acres, 3-09552 NOT USED n 0 01
o F u�e Clearing Clearing I.00 A075.
3-09553 MILLER 75 13 59
Grubbing 54 " Grubb in I,00 /•�� ALL PLANS ARE SUBJECT TO CHANGE.
55 CULTEE qpp NFORPARTIES SEEKING PRECISE,MATION SHO JLD CONSULT THE
RENT
Common Excavation 8 200 GLYdS. 3 9555 HOOD CANAL SCHOOL DISTRICT NO. T3 97 g U Cf U e ca.. !J t Oo WYds. OFFICIAL PLAN ON FILE IN THE DEPT.
structure ••
Overhoul xloo Pt' 22930 ^ " Overhaul xtoa rL • I62OO OF TRANSPORTATION IN OLYMPIA-
Ditch Excavation- -Set) Crushed Gravel Surfixong6oaCourse 170 • ••
ptainConc,pipe 12:DIam 48 Uh.Ft. Top . do
•' •• IB •• 51 •• Reinforced Cancr&Rpe 18*Diam. '30 Lin.Ft
Reim• .. 15" •r It 5-6
Concr¢teCbss"B' 4Z..54 Cu Yli
Steel RBinfb CL Bars 439C Lb. m K)
Clvshad GlaelSorin9 Bast coarse S 25 Cv Yd. `" I" "I III
Top C3 n w
Fencing 561 8 Lin Ft. n v m
30 +�.221e -0.90'1. 30
_ M 1- In m o
a < Yi ?-aW do m m +O.IO Y.
20
,0.Tc7. 200 V.C.
10 2DO In V.C. 0 2001.G.
o
°
Road Approaches on Rt&Lt. m
40a' V.0 N a
Common 20 Cu.Yda• On Left. (Al
0
C Construct Fence Rt.&Lt. Gravel Surfacing(Buse Course 5 Cu.Yd Grade Approach to State-Road Nag.
tt Top S '
Quoniities I chided Be low j'Z
Common Borrow
dD
160 Cu Ya 320 CaYd. +L
r ta_
O
Overhaul 19,000 CuYd. Overhaul 5,500 Cu`rd5. Overhaul iG,000 Cu.`fds. Overhaul 200CUYd5.
I-Z
IG u1
Common Exeavation 3500 CuYds. Common Excavation 145D CUYds. Common fxcay. 1800 CUNd5. Common -Excay. 2600 Wfi:15.
Embankment 120 lm-Embankment 640 oft f-mbankment. 4210 cuxcm. 'tmbanKmert 400 •' 11
Z30 I 2 3 4 5 6 T 8 9 240 1 2 3 4 5 6 IT e 9 250 I 2 3 4 5 6 T 6 9 260 1 2 3 4 5 6 T 5 5 270 1 2 3 EXHIBIT "B"
Page / of 3 O6
ti
SXRM DRAINAff GRACING AND PAVING NOTES
■ t_-■%■ 1.v0 SIDEWALK AROUND THE BUILDING SHALL EXCEED A SLOPE Of Sx IN THE LONGITUDINALz m a_
t *-~ DIRECTION NOR SHALL IT BE LESS THAW 0,50%IN ANY DIRECTION.TRANSVERSE SLOPE ON
Mason�• ?p SIDEWALKS SHALL NOT EXCEED 27
■Xf-� -
� GRADING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL FOR SLEEVE PLACEMENT PRIOR �I
TO PAVING. > o
JJ 12 k 1 3.CONNECT BUILDING DOWN SPOUTS TO STORM SYSTEM MTN 6'ADS PIPE 0 1.O%MIN SLOPE ® o
PER DETAIL 5/C4.3.INSTALL CLEANOUTS AT ALL BENDS AND END OF LINES.
.90
: % AO J?3, ^� �S 4.ALL SPOT ELEVATIONS AT CURBS ARE FLOWUNE ELEVATIONS OR FINISHED PAVEMENT GRADE,
/ tY
N �1�N n• UNLESS NOTED OTHERWISE.
/ r
�J'J OAQ A R O s` ! ♦ O,s 0 20 40 5.ALL EARTHWCRK SHALL BE IN COMPLIANCE NCE W THE PROJECT GEOTECHNICAL INVESTIGATION.
/ •� v 1•
O �`J? O � TRANSOfON GRADE FROM TOR OF RAISED ASPHALT EDGE TO ��"J'' &ALL STORM PIPE SHELL BE ADS N-12 OR EQUAL MTH 1.MINIMUM COVER. Y
/ �Sz83(a) Bs EAST GRADE AT MA)L 5:f �. ,�\ SCALE 1' - 20'-0'
o Jso Q► WTJ�j� 33.04 W TO CATCH POINT(TYP) �` n 7.MATCH PIPE INVERTS AT ALL DRNNACE STRUCTURES UNLESS NOTED OTHERWISE
\ kJ'JJO ■ r_ i ` ��1�0 0
8.MARK ALL CATCH BASINS'DUMP NO WASTE-DRAINS TO GROUNDWATER'. <
9.ALL DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE OWNER AS SPECIFIED IN MASON
COUNTY DEVELOPME14T STANDARDS.
'� /�� L/// Yifi 7'x Jx J '•k �'��•'r��T, �T`b � � - 10.THE CONTRACTOR SHALL USE THE ELECTRONIC VERSION OF THIS PLAN TO STAKE ALL
AD
s. � CURBS,CATCH BASINS, MANHOLES,SWALES,STORM PIPING AND SPOT ELEVATIONS.THE
327t i 4�3240 �J/�,. �K ,r t_s ca-. r `\ F•�, LIGHT PAVEMENT
SHALL BE STAKED USING THE ARCHITECTURAL FLOOR PIAH,N0T TF65 ELECTRONIC FILE.
r°, ..d�s ,o 4'� - !Y SECTION uV L
��,�,JJJ/ fa• •;'- C , \• 2 11.ELEVATIONS IN LANDSCAPE AREAS WITHIN 50 FEET OF THE BUILDING MAY NOT BE CHANCED 3
33.04 ,4Q "PlS2.OT ., �T2 80" \ C4.4 IN THE FIELD'WITHOUT'WRITTEN APPROVAL OF THE PROJECT ENGINEER. THE GRADING OF
I ♦ S 1 1 •3 t +Yr+`C.gv 1t 4 32.49(ez) \ e -
I f J f /�{- _r � 4�. � -.� 4`� � -1,-r y I THESE AREAS R CRITICAL TO ENSURE 1FL1T SURFACE WATER WILL NOT BACK UP h FLC00 THE aLU
' \ ■! `/{JY'� 3240 }' J, BUILDING R IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE CONCRETE h `
1 / }• Y /?fir ¢30N r �.9 \ JA LANDSCAPE SUBCONTRACTORS FINISH THESE AREAS TO THE DESIGN ELEVATIONS.
\� I TRANS"GRADE FRCP OP Y��
OF RAISED ASPHALT EDGE 0 I Il Cyi Y?7 ✓y i +JAY ,a ' '1 ° �A \ \` O � 12.SEE ARCHITECTURAL SITE PLAN FOR CONCRETE SCORING AND FINISHING REQUIREMENTS,
AT MAX.5:1 SLO «) ,. � ✓• _ 32 ; \ T
STAIRS 3 WJJDRA0.DETAILS,
'1
' 4� +► 13.PARKING LOT LANDSCAPING UMDS TO BE SERMED TO DRAIN TO ACJACENT PA'JEIAE.YT.
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E=26-33
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'1: --"- - -- ------- - ��i1 Sheet:ING .�r_
JN EXHIBIT B1
M H 0 page : of C 4.0
4 M ; E vAw ; rN ---
C'/li/[E/VQ//VEER//VG d PLAA'V/V//\/G
I
zoo
PROJECT SITECie
a s
/ ui
:;: :,- ANNAS
4
- .
. 6 U
ti
STATE ROUTE 106 DATA
ACCESS CLASS 3 �.- _ -
PAVEMENT TYPE: ASP4ALT CONCRETE W/ � � _SILL �
CROSS SECTION: TWO LANE.CRCWNED CENI •,j.
TERRNN: LEVEL
POSTED SPEED: 50 MPH r-
.
O
EXISTING DRIVEWAY I1 ' •• �'`I
SCH00 is/sERVIf p NAY DA'A -- �...� a
CENIEAUNE STATION: 261.22.77
ROAD APPROACH: EOSDNG - - - -
DESIGN VEHICLE WB-40 'T• •• ' ' S !B '�"i
INTERSECTION RADIUS DaSDNG 7 r
DRIVEWAY WIDTH: 24' --
STOP CONTROLLED
ING G N PROPosED Q
DRIVERA_12 CLEARING UMTTS
NEW ENTRY DRIVEWAY DATA ---25----- CONTOUR 336 Z
x 2•`; SPOT ELEVATION ,Zx0O O
CENTERLINE STATION: 265+66.03 STORM PIPE
APPROACH: TYPE D CATCH BASIN ■ J
DESIGN VEHICLE SU STORM CLEW OUT(CO) o LU
NTERSECTION RADIUS: 40' STORM MANHOLE � H✓7
DRIVEWAY WITH: 36' dL/WATER SEPARATOR
STOP CONTROLLED SEWER PIPE r
•DISTANCE FROM CENTERLINE TO SRIOI O� SEVER MANHOLE Q
CENTERLINE 6 451.11' e" SEWER CLEAN OUT(CO)
---_— WATER PIPE
O FIRE HYDRANT
FILE DEPARTMENT CONNECTION O O
POST INDICATOR VALVE 9 z
H GATE VALVE Z O Li
►
WATER METER N➢
BURIED TELEPHONE LINE
-CIT TELEPHONE PEDESTAL wn
BURIED POWER UNE N
POWER POLE 00 J
POLE ANCHOR Q
POWER TRANSFORMER N
-- - NATURAL CAS UNE Q �L Q
NATURAL GALS METER Q J
_ I
# LUMINARE h Q N
PAVEMENTASPHALT LU Z
CONCRETE SgFLIALILS
• CONCRETE CURB AS NOTED U U Q
SILT FENCE ® Q Q U
RED CURB PAINTING
E70STING EDGE OF- �'CURB PAINTING ® 0 O Q
ASPF+AIT PAVEMENT
) z FOUND CONTROL MCNUMENT AS HOO�LEE�D
FOUND CORNEA HAWKER AS NOTED O
9 CONIFER TREE h 00
PROPERTY UNE
DEMOLITION AREAS
EASEMENT LINE — —
S� sir 9�
a OF E)oST DHaIE1nr SR-106 STATIONING, ALIGNMENT 00
AT STA 291+ZL - /' /J•R. c BOUNDARY & TOPOGRAPHY SUPPLIED BY �z
EAST 12'I CONC`'' / BRACY & THOMAS
K
CLILVEt o LAND SURVEYORS IHVIRES De 10
A PROFESSIONAL SERVICES CORPORATION TRENT A.WARD P`-'
//' /- •I Dow 12-0 CONG 1115 BLACK LAKE BOULEVARD SW. !rmtOwamer.ngineering.c�
CULVERT 0 1.27x OLYIWAA, WASHINGTON 98502
_Tc REtMMR P�aiecr oI
\2 (360)357-5593 I064
FAX(360)357-5594 mc
WSDOT PERMR 3-3
EXHIBIT «B"'
Page 3 of ,T —
_ ENG/VEER/NG C7.0
7.O
' C/VLL E/VG/VEER/NG 6 PLA/V/V//VG
N6
0
8
J
n �
r
m
` iVT
1�
or
Lz
�{3
Ye'er 509
,440 1
Z i J
O
C �KX f r •vco
Imo \
r \ �m71
VINS-
179
g
Comm w•r.wow
VEHICLE TURNING DIAGRAMS E R I C KSO N • M c G O V E R N
l HOOD CANALK-8SCHOOL Architecture s�►aai gesign
•Aealrsls
SHELTON,WA ----
HOOD CANAL SCHOOL DISTRICT N0.404-
pia - E
NOTE: '^ - -
Inv
1.ALL STEEL PARTS MUST, BE GALVANIZED AND -
ASPILAL COATED(TREATMENT 1 OR BETTER). pL�
T o
O
MAY LE NEMOYED _
u
3/4.0 SMOOTH BAR T
W/ENDS WELDED TO
BAR-FRAME i O.C. MAx,
BAR SPACING
—) 12'MN.
3 3/4'0 BAR ® V
PIPE COUPLING 1 FRAME
2'id'ANCH STRIPS WELDED TO
3/4'A BAR-FRAME 4 PLCS- BEVELED PIPE END SECTION a 3
SPACED UNIFORMLY FASTEN W/ d ;
1/2*GALV.OR NCN-CORROSNE ¢ u
BOLTS AND NUTS 3'-5'FOR 19'A a
5'-8'FOR 24*4 uj <
7'-9'FOR 30'4 It GREATER
TRASHRACK
N.T.S.
8'
C
DISCHARGE PPE Q
A� S IA 3
z
-- � W-W+PPE DLA. O
Lu
N I
V'
RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK O
GRADATION AS FOLLJWS:
MAXIMuM STONE SIZE 2^'(NOMINAL OIAI&TER)
MEDIAN STONE SIZE 1B' J O
MINIMUM STONE SIZE 4' PLAN 01
P LA ~
09
_ pv�
U -
J (/'7
DISCHARGE PIPE 12'MIN ROCK PLACE ROCK 12' Q 0
BELOW RwERT ABOVE CROWN Q 0.7 O
z O
„ F4TER FABRIC LINER Cl- J U
SECTION A- UNDER ROCK N
A w Z Q
U Q
O U U
2 RIP RAP CUTFALL DETAIL o � O
N.T.S. O O
A.
.rof W4sy y
i
SA✓AL1JF TACKCOAT x
a�
EX. PAVEMENT / / / �`S20NAL
SEE TYPICAL (F_'BIRES 0>1 10
1 lY MIN. ANEMENT SECTION TRENT A.WARD.P.E.
fff--- "CUTBACK trent0.a eNineeringx—
EXIST BASES —I —� - Project019CAS4
CW_ awn: JMC
WSDOT PERAAR� 3.30-07
I
J ASPHALT JOIN DETAIL -
N.T.S. - _-
EXHIBIT "B"
Page _$- of C 7.2
I Normal shoulder plus 1 ft Variable
1�-- Curb as required
Match shoulder slope
max
-- Edge of traveled way
Catch basins as required. 12 in min diameter culvert pipe
Profile Controls
�15 ft mind ! 1� 5 ft minim
(U I I 11 m
0
a' c>1 T I E ! 1 1 a '
a E j CLI o
I H n- Right of way
Edge of shoulder D tcon _0 I Paving limit)
E I H Edge of shoulder
25:1 taper to 7C �!� f• �iF / 25:1 taper to
existing '\� �� i existing
I
A �
----------------- — — ► — 1
1 -
Taper B state highway J�Edge of traveled way
L� Asphalt concrete pavement
Condition A B C D E F G H J
Primary SU and less — — a) 30 15 — — 30 u
Primary combination Vehicle WB 40 Ll 65 15 — — 55
4 25 50 15 7 25 45 u
Primary combination Vehicle WB 50 — — 70 20 — — 50 1?�
and doubles 4 1 25 u 55 1 20
Notes:
M All values in ft. (51 Vertical curves betvreen the shoulder slope and the
Q Normal shoulder width.(See Chapter 440.) road approach grade not to exceed a 31/4 in hump or a
(3) Normal shoulder width less A. 2 in depression in a 10 ft cord.
j4] For larger vehicles,use turning templates.
(See Chanter 910.)
Road Approach Design Template D1
Figure 920-5
Design Manual EXHIBIT «1C99 Road Approaches
December 2003 Page 920-7
Page / of
i
NOTES
1. The culvert ends shall be beveled to match the embankment or ditch slope
and shall not be beveled flatter than 4HA V.When slopes are between
END SECTION LENGTH SHALL 8E AT LEAST SIX TIMES THE DIAMETER OF THE PIPE(SEE STD.SPEC.7-02.3(1)) 4H:1 V and 6H:1 V,shape the slope in the vicintiy of the culvert end to
ensure that no part of the culvert protrudes more than 4"above the ground
--- ---- -- ------ -- line.
2. Field cut of culvert ends is permitted,when approved by the Engineer. All
field cut culvert pipe shall be treated with treatment as shown in the
4H•�VO Standard Specificabons or General Special Provisions.
R STEEPER
4"MAX.
THERMOPLASTIC PIPE
..---- .. — - ----- ---------- ------- -----------------------
4H:1V
OR STEEPER
— ----------------------•--•-------•---------------- — 4"MAX.
CONCRETE PIPE W J.y f�
of TA
�n
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE(SEE STD.SPEC.7-02.3(1)) r `
0 q 558
O O O S/ONAL
it is JULY I, 2005
4y, OR BEVELED END SECTIONS
�V
STEEPER FOR CULVERTS
30"DIANIETER OR LESS
M STANDARD PLAN B-7a
` - �4"MAX -PSHEET 1 OF I SHEET
OR PUBLICATION
�C Z•9.0
^' METAL PIPE sure oeyc"Ewy en Amok
an
x w.hinpfon Slob 0 nm"nt of Tivnspprdr�
d,
d
BUFFER DATA SIGN SPACING = X (FEET) ( 1 ) MINIMUM SHOULDER TAPER LENGTH IN FEET (L) .
Ru raj Roads & 35/40 MPH 350'*-
LONGITUDINAL BUFFER SPACE = B Urban Arterlals Shoulder Posted Speed (mph)
Width
SPEED(MPH) 25 1 30 1 35 40 1 45 50 55 60 1 65 TO Rural Roads.Urban Arterials fee 25 30 35 40 45 50 55 60 65 70
Residential& Business 25/30 MPH 200'.- (21
( t)
LENGTH (feat) 155 zoo 250 305 - - - - - Districts 6 63 90 123 165
`C PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE I Urban Streets 25 MPH or LESS 100'*- (2)
N
OTYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE STATIONARY I All signs ore 48'x 48'block on Orange Unless 8 84 120 162 210 - - - - _ _
VEHICLE TYPE (WITH TMA)LOADEO WEIGHT OPERATION otherwise designated.
WITH TMA (LBS) (feet) n)AII ,pming may b•=0.d r•occo•oda"• I�f.rcn«v, 10 105 150 204 270
rOmP,, Ot-Qrpd• er,•ciion,, and drivOyf. — — — — — —
4 YARD DUMP TRUCK. MINIMUM WEIGHT 15.000 LBS. 121Thi,,P-Tng my b•r•—d it „rbm ar•o, +o fir—d—y
SERVICE TRUCK, (MAXIMUM WEIGHT SHALL BE c—IiIT— 3 DEVICES MINIMUM SPACED 10'O.C.IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET
N FLAT BED,ETC.
IN ACCORDANCE WITH 30 MIN.
MANUFACTURER RECOMMENDATION) CHANNELIZING DEVICE SPACING (FEET)
0 ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
* A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF MPH TAPER TANGENT
A TMA IS AVAILABLE. IF NO TMA IS USED,THE PROTECTIVE 35/40 30 60
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO 25/30 20 1 40
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
O
e=t
° —
c ♦ 10" MIN ��2" min.
CD
0 0 0 o a
5'
CD
b b ° °
° ARE
X X L/3 B 4F
100,
SEE NOTE
ROAD 500" MAX.
WORK SHOULDER
AHEAD WORK WORK ROAD END
Da M
G20-2A
W20- 1 W21-5 48" x 24"
o I"� B/O
or
N down stream taper to
LEGEND show end of work area
GENERAL NOTES
DI SIGN LOCATION
1. PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.
0 O 0 CHANNELIZING DEVICES 2. WHEN USED, THE DEVICE SPACING FOR THE DOWNSTREAM TAPER SHOULD BE 20' O.C.
lo1.Y� PROTECTIVE VEHICLE - RECOMMENDED SHOULDER CLOSURE - LOW SPEED
TCP 5
ti
BUFFER DATA CHANNELIZING DEVICE SPACING (FEET) MINIMUM SHOULDER TAPER LENGTH IN FEET (L)
MPH TAPER TANGENT Shoulder Posted Speed (mph)
LONGITUDINAL BUFFER SPACE = B 50/70 40 80 Width P5 30 35 40 45 50 55 60 65 70
SPEED (MPH) 25 30 35 40 45 50 1 55 60 1 65 70 45i50 30 60 (feet)
N
O
LENGTH (feet) 360 425 495 570 645 730 6 - - - - 270 300 330 360 390 420
M
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE 8 - - - 360 405 450 480 525 570
pTYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE STATIONARY I0 - - - 450 510 555 600 660 705
�- VEHICLE TYPE IWITH TMA)LOADED WEIGHT OPERATION
N WITH TMA (LBS) (feet) 3 DEVICES MINIMUM SPACED 10'O.C.IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET
O
CD 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15.000 LBS.
y SERVICE TRUCK, (MAXIMUM WEIGHT SHALL BE 30 MIN. SIGN SPACING = X (feet)
W FLAT BED,ETC. IN ACCORDANCE WITH
'. MANUFACTURER RECOMMENDATION) 1500'+-
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT Freeways & Expressways 55/70 MPH (OR AS PERMUTCD)
p A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF Rural Highways 60/65 MPH 800'+-
0 A TMA IS AVAILABLE. IF NO TMA IS USED,THE PROTECTIVE Rural Roads 45/55 MPH 500'+-
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO ALL SIGNS ARE 48" ■ 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
2^. SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. Al I spacing may oe adjusted to accomodate interchonge ramps, of-grade
4• Intersectlons, and driveways.
G
a
S'
CD
2'min.
K1 q b c o T W R p q
_X _X _ _ X L/3 g ARE
100'
It SEE NOTE ��500"MAX.
ROAD
DK SHOULDER
IV AHEAD CLOSED ROADNwORK 48" x 24"
SHOULDER
B/0
o ►—� WORK OR
-� W20-1 W20-301 down stream taper to
^ GENERAL NOTES show end of work area
N ^ W21-5
LEGEND 1. NO ENCROACHMENT ON TRAVELED LANE. IF ENCROACHMENT 1S
`i NECESSARY, LANE SHALL BE CLOSED.
v
b SIGN LOCATION 2. PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.
3. WHEN USED. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHOULD BE 20' O.C.
13 0 13 CHANNELIZING DEVICES
L�Ya PROTECTIVE VEHICLE - RECOMMENDED SHOULDER CLOSURE - HIGH SPEED
TCP 6
ECTION 2, TOWNSHIP 21 N, RANGE 4W, WM VICINITY MAP
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1 PROJECT INFORMATION '\
OVMER:HOOD CANAL SCHOOL '
�� p F.F.=31.0 f' .�� PROPOSED STORM POND) 1 DISTRICTHO,pX
�� •I ,j1C,�• CO ADD:MACT:RON ZIER
\\ Ey�SO E \ •'' ER �, �� S ELTON.wA 98584
N ll PH: (3601877-9700
�b{L� FAX: (3601877-51"
♦\ps - / ��\•�/`,/ bl� PROJECT ARCHTEu 9ncKsoN MCGovERN 1
1 15 8 CDD:121:STEVE31 ST S STORMSU
tip �`—� � IN ADD:12/I3I ST STS
\ TACOMA.WA 98N/ \ e
\ ♦ '� \ PH: ry531531-X" O
q ♦ / 1 FAX: (2531 S31-9197
\ \ 1 PROJECT MANAGER:COKI Erogireadirg
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h0 CONTACT:GARY IAR$ON N
I ' ADD:4118 Ky.Rd SE '1
•\ ♦ rQ � ✓ ..� I PH: (3601 491-591 '
•\ \ FAX: (360)4563B01 0
PROPERTY PARCEL-Y'c/21023660000.421023460030. Q O
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