HomeMy WebLinkAboutGRD2023-00009 Roadway - GRD Inspections - 12/26/2024 c
615 W.Alder St.Bldg 8,SHELTON,WA 98584
1 MASON COUNTY SHELTON:360-427-9670,EXT 352
COMMUNITY SERVICES
BELFAIR:360-275-4467,EXT 352
Building,Planning,Environmental lfwlth,Community Healdi ELMA:360-482-5269,EXT 352
--' www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"
To schedule an inspection call or visit http:ltwww.co.mason.wa.us/community-services/bid-inspection.php
Permit Number GRD2023-00009 Date Issued 0610612024 Issued By
Project GRADING ROADWAY ACCESS
Site Address UNKNOWN
Applicant DAHL PROPERTIES LLC
Contractor NW GREEN CONSTRUCTION INC
Contractor Phone 3607400345
Prima Code 2018 IBC,IRC,IFC,IEC,IMC,& Type
Primary UPC YP
Permit Type GRADING Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
"THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.-
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building -ft ls&o 4
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other J
INSPECTION RESULTS Page
MASON COUNTY Department of Community Development
COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584
ow Permit AssistanLe Center,Building,Planning (360) 427-9670 ext. 352
Application# GRD2023-00009 Application Type GRADING Owner DAHL PROPERTIES LLC
Parcel # 422104400000 Site Address UNKNOWN MASON COUNTY, WA 00000
Inspector Inspection Type Date Status Comments
11-14-24-JQ
1. No vehicle access -cable guards are in place with KEYED locks
Joshua BLD-FINAL INSPECTION 11/14/2024 FAIL please provide Vehicle access to Road for inspection
Quarders 2. No road signage present please install road sign prior to next inspection
call for reinspection when correction is made
Trish Woolett
From: Trish Woolett
Sent: Tuesday, July 30, 2024 12:40 PM
To: 'Rebecca Meister'
Subject: FW: Final Inspection of Parcel #42210-44-00000 Subdivision Private Roadway -
Disapproval
Attachments: Hoodsport Heights - Inspection Photos.pdf
Rebecca,
Public Works was out today and have provided the following feedback regarding the grading/land modification
permit inspection for Large Lot subdivision. In addition to resolution to the Public Works inspection,we require a
final record drawing from the engineer of record for the project.At such point as these items are addressed and
completed you would be able to schedule a final inspection for the grading/land modification permit.
Best regards,
Tricia Woolett
Building Inspector-Plan Review
tw@masoncountywa.gov
(360)427-9670 ext. 281
From: Peter Bautista<PBautista@masoncountywa.gov>
Sent:Tuesday,July 30, 2024 11:29 AM
To:Trish Woolett<TW@masoncountywa.gov>
Cc: Peter Bautista <PBautista@masoncountywa.gov>; Dave N Smith <DNSmith@masoncountywa.gov>; Mike Collins
<MCollins@masoncountywa.gov>
Subject: Final Inspection of Parcel#42210-44-00000 Subdivision Private Roadway- Disapproval
Trish.
This is to follow up with Community Development Building Division, regrading Public Works final inspection
of the said project private roadway permit GRD-2023-0009.
I site visited the project site today, as discussed and below I have provided my findings.
1. The Private Roadway has been installed with compacted Crushed rock(3/4 minus)to the lines and grade,
as shown on the construction/grading plans, however there was no road-ditches alongside the roadway,
as required by Mason County Road Standards, and as shown on plans.
The lack of road ditches with proper cross culverts at driveway crossings and outlets will result with road
drainage problems in the future.Additional work will be required for this roadway to be approved.
2. There was no evidence of any erosion control BMPs installed on project site, including silt fences and
concentrated flow dispersion (BMPT5.11).
The grading activity with no proper erosion control as shown and spec'd on grading plans is non-compliant.
1
3. There were at least 5 private driveways installed to their separate parcels.These driveways were
constructed with compacted gravel mix(3/4" minus)to the minimum widths required. However, again
there were no roadside ditches installed on these driveways. It is apparent that these driveways were not
included in grading plans, specifically their location placement.
Most of these driveways are located on the slopes approximately 10%or less and will result with
concentrated flows lacking proper roadside ditches to convey them safely downhill, which I would
recommend that ditches incorporate rock checks on the steeper sloped roadways and at their outlets with
BMPT 5.11 protection. For these unpermitted driveways, 1 recommend that they are improved to include
road ditches and outlets(BMPT5.11)
4. There were at least 4 house lot cleared at the separate parcels.
Again, I did not see these lots cleared, as part of the grading permit plans.
In conclusion, due to my findings on this final site inspection of the said Hoodsport Heights-Private
Roadway, Public Works does not approve completion of this grading permit activity. I recommend that the
Mason County CD-Building Department require additional work for installing roadside ditching on private
roadway and driveways,as identified above.
Attached are photos taken during site inspection today,July30, 2024 @ 8:00-88:45am to verify findings provided.
Let me know if you have any questions.
Thankyou.
Peter P. Bautista
Engineer III, P.E.
Mason County DPW
Phone; 360-427-9670 EXT. 461
PBautista@masoncountywa.gov
2
Mason County
Mason County - Division of Community Development
615 W.Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
FPROJECT
3-00009 GRADING
DESCRIPTION: GRADING ROADWAY ACCESS ISSUED: 06/06/2024
RESS: UNKNOWN MASON COUNTY
EXPIRES: 12/03/2024
PARCEL: 422104400000
APPLICANT: DAHL PROPERTIES LLC OWNER: DAHL PROPERTIES LLC
261 HAMILTON RD N 261 HAMILTON RD N
CHEHALIS,WA 98532 CHEHALIS,WA 98532
1.360.740.0345
CONTRACTOR: NW GREEN CONSTRUCTION INC
261 N. Hamilton Rd
Chehalis,WA 98532
3607400345
GENERAL CONTRACTOR'S LICENSE: NW GREEN CONSTRUCTION INC License: NWGREGC922Q5
261 N. Hamilton Rd Expires: 11/25/2024
Chehalis,WA 98532
3607400345
FEES: Paid Due
Grading Plan Review Fees $60.00 $0.00
Planning Commercial Review $380.00 $0.00
Fee
Grading Permit Fee $330.00 $0.00
Planning Stormwater Review $300.00 $0.00
Totals : $1,070.00 $0.00
REQUIRED INSPECTIONS
Special inspection final BLD-Final Inspection
Fire Access/Grade Inspection
CONDITIONS
Access Roads to the site must not be degraded as a result of work.
Printed by:Anna Schaffran on:06/06/2024 03:51 PM
Page 1 of 3
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GRADING GRD2023-00009
* OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit
revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s)for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
contact the Mason County Public Works Department prior to construction at Ext 450
* ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE
REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS
ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE, TITLE 14, CHAPTER 14.44.
* Buffers to critical areas(streams, shorelines, wetlands, slopes)shall be retained in natural vegetation or a legally
established non-conforming condition. Removal of natural vegetation in the buffer is prohibited.
* Prior to deciding on the final slope of the grading activity being proposed under this permit, the applicant should
be cognizant of Mason County Code(MCC)section 14.17.110 which stipulates any access roads that are
newly constructed or existing and which are in excess of a 12%grade, any new residential or commercial
structures will require an automatic fire sprinkler system to be installed.
* Roadway Variance—Roadway variance is approved; as provided in the Civil Plans, as follows:
a. Hoodsport Heights Rd. (Sta. 10+00 to 13+51.10)—Two 10ft lanes (vs. 12ft requirement)with (additional) HMA(asphalt)
0.25ft. surfacing; 0.5ft CSBC and compacted subgrade
b. Private Driveway(Sta. 13+51.10 to 16+00)—Two 6ft. lane with Ballast(0.5 ft)and compacted subgrade
c. Miscellaneous Road details—Intersection, Hammerhead, Cul-De-Sac Sheet Flow Dispersion and Concentrated Details
(Sheet 6 of 6).
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Code 14.28 and 14.17.
* All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* After permit issuance and compliance to all conditions is complete, schedule an inspection by calling 360.427.9670 ext.
352
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
Printed by:Anna Schaffran on:06/06/2024 03:51 PM
Page 2 of 3
w
Mason County
Ilk Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GRADING GRD2023-00009
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason
County road right of way, it is suggested to contact that office to review future planned work which may affect your project.
For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building
permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled
and approved.
* Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* Approved per site plan and topographic cross-section.
* All culverts shall be maintained in perpetuity to ensure that drainage will not overflow.
* The owner/applicant shall provide to Mason County inspection reports prepared by the engineer record, complying with
the requirements as noted in Chapter 14.44, section 14.44.220 through 14.44.230.
* Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer
of record or an authorized representative. Said inspection(s)shall be performed in accordance with the approved plan, and
prior to any modification that would make a determination of compliance impossible.
Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the
approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior
to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available
at time of inspection.
* A Road Approach Permit or Approval must be granted by the Washington State Department of Transportation. For more
information a state Transportation Planning Engineer, at(360)357-2620, ext. 630.
* ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY
AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY
STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY
1 hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions of any other state/local law regulating construction or the performance of construction.
Issued By: S
Contractor or Authorized Agent: Date: �o•6
Printed by:Anna Schaffran on:06/06/2024 03:51 PM
Page 3 of 3
HOODSPORT HEIGHTS AS-BUILT
RECEIVED SW 1 /4 OF THE SE 1 /4, SECTION 10,
NOV 12 2024 TOWNSHIP 22 NORTH RANGE 4 WEST,
615W. Alder Street W.M . , MASON COUNY�,_WASHINGTON
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LOT GENERAL PROTECT NOTES
6.552
LOT 2 ACRES \ 1.SURVEY REFERENCE 1)VOLUME 19 OF SURVEYS,PAGE 184
ACRES ' LOT 4 't+ ��I 3)VOLUME 38 OF SURVEYS,PAGES 39-42
5.002 2.ANY PROPOSED ALTERATIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVED BY M2 CONSULTING PRIOR TO CONSTRUCTION.
ACRES
5.816 1 �'/� �. . I 3.THE CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING UTILITIES.THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS
ACRES Z l PRIOR TO BEGINNING EXCAVATION OR OTHER SURFACE WORK.SHOULD CONFLICTS ARISE WITH PERMANENT WORK THE CONTRACTOR
LOT 5 / SHALL COORDINATE WITH THE ENGINEER AND IMPACTED UTILITY FOR RESOLUTION PRIOR TO CONTINUING CONSTRUCTION.
5.002
�qACRES , LOT 4 TTHE HE CONTRADRA TO AT THE COMPSHALL FURNISH
O CONSULTIN
WORK G WITH A SET OF AS-BUILT DRAWINGS SHOWING ALL APPROVED CHANGES MADE TO
�GS ACRES I
yj 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COMPLIANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL
JURISDICTION PERMITTING REQUIREMENTS.
6.ALL CONSTRUCTION SHALL COMPLY WITH THE MASON COUNTY ROAD DEVELOPMENT STANDARDS AND THE CURRENT VERSION OF THE
WASHINGTON STATE DEPARTMENT OF TRANSPIRATION SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.
7,NO TRENCHES OR OTHER EDGE DROPOFFS SHALL REMAIN DURING NON-WORKING HOURS WITHOUT PROTECTION,
8.CONTRACTOR SHALL COMPLY WITH THE LOCAL AGENCY REQUIREMENTS AND MUTCD FOR TRAFFIC CONTROL.TWO-WAY,ONE LANE
TRAFFIC SHALL BE MAINTAINED DURING WORKING HOURS AND TWO-WAY,TWO LANE TRAFFIC DURING NON-WORKING HOURS
9 CONTRACTOR SHALL COMPLY WITH THE WSDOT ACCESS CONNECTION PERMIT.
S. ShLET
HOODSPORT HEIGHTS
O ����� c N. LAKE CUSHMAN RD 6
OWNER INFORMATION M2 CONSULTING,PLLC g�yl HOODSPORT, WA, 98548 6
DESIGNED BY M.FLEMING _ OWNER:DAHL PROPERTIES 3403 STEAMBOAT ISLAND RD.NW v o 5"``''
DRAWN BY E.BARRON PLLC
ADDRESS: 261 N.HAMILTON RD F. 9tT 1 srFet' 1
CHECKED BY M.FLEMING CHEHALIS,WA98532 OLYMPIA.WA 98502 PMB#534
DATE 10/0512024 (360)623-0631 VICINITY MAP
CURVE TABLE
5 88°27'30"E 1315.02' _ ~
S 88�27'30" E 260.00'l �— " I`O
S 88°27'30"E 398.90' —"' ' tO
/ QQzzpp' CURVE RADIUS ARC LENGTH DELTA TANGENT
Cl 545.00 1D0.31' 10°32'43• 50.30'
C2 545.OD' 315.04'QD 33°07'11" 162.06'
L a C4 �00' 452.42' 47.33'46• 240.16'
N i 0D 100AY 2'12'374' 510832.3oN / 0M .0
0 m I C6 365.78' 10'28'p _
6.552z3Acres 190 / � LINE TABLE
� I - I II LINE BEARING• DISTANCE
505
o L1 N44.OT12•W 38.18'
;� z L2 S40:5221•W 99.22'
L3 S64 270W 5000•
0W 510 L4 317.17.39W .00•
LS2 515 S05221•W 173AW
_ — 1 PRIV oE DRIVEWAY
5.459 Acres 120
o I y �
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1h $ 38"W 335.70'.•�', I REV 15 F 10)5 t') y
HOODSPORT HEIGHTS p A A. 530 — —_ ` _ v_ A
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/ ;' I --CATEGORY 4\ '
�-•• —_.CZ 2 POWER PER MASON COUNTY / f WETLANDS /f
C6 PUD DESIGN
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505 \ \ h� /� �aoFooT LEGEND
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6 BUFFER ,° ROADWAY ALIGNMENT
5.000 Acres
gO tri 300 CONTOUR LINES(DNR LIDAR)
I \9� 495 2/ I •• LOT LINES
PRIVATE ACCESS \. 15 FOOT NO — —— EASEMENT
I (PER WSDOT PERMIT) \ 490/ CLEARING EXISTING POWERICOMMS
CS. , SETBACK SOUTH 1/4 SECTION 10 --p— POWER/COMMS(PER PUD)
2"ALUMINUM DISK STAMPED �:• ! EDGE OF ROADWAY/DRIVEWAY
"BLUIdA4,LS292b9_—— \ I WETLAND BUFFER
- - ----- -'— —'— N88°3_1'56.4_"W_38_7.24'—
o— r 6 — _ _ _ SURVEY NOTES
M N°31'S W 26260fi „88°31'44"w 92' N 88°3V56"W 346.2$' BASIS OF BEARING PER SURVEY REFERENCE
\)N 88°3 V03"W 346.16' I)VOLUME 19 OF SURVEYS,PAGE I84
SE SECTION 10
2)VOLUME 20 OF SURVEYS,PAGE 243
1!2--4EBAR AND CAP 3)VOLUME 38 OF SURVEYS,PAGES 39-42
STAMPED LS 29269" FOUND 112•REBAR AND CAP
EX
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ANNOMMUN'15ATION ! O FOUND 2'ALUMINUM DISK
(APPROX.LOCATIN STAMPED•BLUHM LS 29269•
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HORIZONTAL SCALE
SHEET
HOODSPORT HEIGHTS 2
CONSULTING
N.LAKE CUSHMAN RDOWNER INFORMATION M2 CONSULTING,PLLC �' 6
DESIGNED BY M.FLEMING OWNER:DAHL PROPERTIES — 4'l d51' HOODSPORT,WA,98548
3403 STEAMBOAT ISLAND RD.NW P��C 6 EEC,
DRAWN BY E.BARRON ADDRESS: 261 N.HAMILTON RD
CHECKED BY M.FLEMING CHEHALIS,WA98532 OLYMPIA,WA 98502 PMB#5349 sf7ose0."4°V\
DATE 10/05/2024 (360)623.0631 SITE PLAN
HOODSPORT HEIGHTS(i
VARIES 10.00, 10.00'
........... 7
3
HOODSPORT HEIGHTS RD
TYPICAL SECTION
NOT TO SCALE
STA, 10+15.46 TO STA. 1-5*t9-.G0 t3 i-Si
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70 5 TA
13+51 tCt 15.5 1456
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DRIVEWAY f,
10.00'MIN. VARIES 6.00' 6.00,
2v
— — — — — — — — — — ——
4
PRIVATE DRIVEWAY
TYPICAL SECTION NOTES
1.COMMERCIAL HMA ACCEPTANCE FOR MATERIAL AND
NOT TO SCALE COMPACTION WILL BE BY VISUAL INSPECTION,
STA,13451.10 TO STA. 16+00.00 2.THE CONTRACTOR SHALL PROVIDE A MANUFACTURED
CERTIFICATION OF COMPLIANCE FOR CRUSHED
SURFACING BASE COURSE.COMPACTION WILL BE
ACCEPTED BY VISUAL INSPECTION
OCOMMERCIAL HMA
OCRUSHED SURFACING
BASE COURSE
OCOMPACTED SUBGRADE(EXISTING)
I&AUAST
sneer
HOODSPORT HEIGHTS 3
N. LAKE CUSHMAN RD
OWNER INFORMATION M2 CONSULTING,PLLC CONSULTING HOODSPORT,WA, 98548 6
DESIGNED BY M.FLEMING OWNER:DAHL PROPERTIES 3403 STEAMBOAT ISLAND RD.NW SlICETS
DRAWN BARRON
ADDRESS: 261 N.HAMILTON HD PLLC le
CHECKED BY M.FLEMING CHEHALIS,WA 98532 OLYMPIA,WA 98502 PMB#534 ONAI, TYPICAL SECTIONS
DATE 10/05/2024 (360)623-0631 1
n s I Ta PI--AIN)
/ 45'R PRIVATE DRIVEWAY
/30 R 28 R /
SEE MISC.DETAIL SHEET
FOR INTERSECTION STA. 13+51.10
—_—_ —_ — _ —_— _— _—_� \\ BEGIN PRIVATE DRIVEWAY ry
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CURVE LENGTH=20'
530 K VALUE=4 6.500 5.95%_
LEGEND
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520 +a +� �' r.Ln '�� acted vo v+i� - - LOT LINES
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vo1 Q uoi ul 11.15°�0 0� + Ln w w Q LnQ Ln '4Ln EASEMENT
ry r4 ry "I w i~iI w .1 w —•— POWER)COMMS(PER PUD)
510 ~w w 0°�° 1-4ry r+ CURVE LENGTH=50'
1.80% 4.0n ^ in n H J FQ . K VALUE=4 EDGE OF ROADWAY/DRIVEWAY
CURVE LENGTH=50' CURVE LENGTH=50'
if +� w w K VALUE-11 K VALUE=5
500 o vi c
.i Ln
CURVE LENGTH 20' LENGTH-
490 w = 0 �2
10+00 11+00 12+00 a 13+00 14+00 15+00 16+00
0 25' 50'
HORIZONTAL SCALE
0 12.5' 25'
VERTICAL SCALE
SHUT
S
eoe�esyTF,� HOODSPORT HEIGHTS 4
N., CONSULTING - O LAKE RT,W AN RD W
OWNER INFORMATION M2 CONSULTING,PLLC 4 �„�?d5�"� HOODSPORT,WA,98548 6
DESIGNED BY M.FLEMING OWNER:DAHL PROPERTIES 3403 STEAMBOAT ISLAND RD.NW -Dl� SHEM
DRAWN BY E.BARRON ADDRESS: 261 N.HAMILTON RD
CHECKED BY M.FLEMING CHEHALIS,WA98532 OLYMPIA,WA 98502 PMB#534 PI I,C
DATE 10/05/2024 1 (360)623-0631 ROADWAY PLAN
480 NOTES
- I _
1. TESC INCLUDES IMPLEMENTATION AND MAINTENANCE OF THE FOLLOWING BMP'S AS NOTED:C100
(PRESERVATION OF NATIVE TOPSOIL),C101(PRESERVING NATURAL VEGETATION),C105(STABILIZED
- CONSTRUCTION ENTRANCE/EXIT),C107(CONSTRUCTION ROAD/PARKING AREA STABILIZATION),C120
_ i•�\ / / I (TEMPORARY AND PERMANENT SEEDING),C121(MULCHING),C235(WATTLE).WATTLE LOCATION AND
490
6.552 ACRES I PLACEMENT MAY BE ADJUSTED IN THE FIELD BASED ON SITE CONDITIONS.
q95
/ 2. EXPOSED SOIL NOT WORKED WITHIN 2 DAYS OF BEING EXPOSED SHALL BE TEMPORARILY MULCHED
500
I505 I 3. CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A MANNER THAT MINIMIZES DISTURBANCE OF
NATURAL VEGETATION(C101).
IT CONSTRUCTION ROAD ACCESS AND PARKING SHALL BE WITHIN THE EXISTING ACCESS POINT(C107)VIA 510 I I THE NEW DRIVEWAY.
- - - 5. ALL TESC ITEMS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A STORM EVENT AND
515 I MAINTAINED TO ENSURE PROPER FUNCTION.
, 6. CONSTRUCTION EQUIPMENT MAINTENANCE AND REPAIRS SHALL BE CONDUCTED OFF SITE.EQUIPMENT
S20
5.459 ACRES I SHALL BE INSPECTED FOR LEAKS AND REPAIRED IF NECESSARY,PRIOR TO ACCESSING CONSTRUCTION
I SITE.
... _ , •' 7. SURVEY REFERENCE PRELIMINARY LARGE LOT SUBDIVISION BY TURNBOW LAND SURVEYING,PLLC.
525 \ EACH RESIDENTIAL LOT WILL NEED TO SUBMIT DRAINAGE PLAN WHEN APPLYING FOR BUILDING
- \•r' _.
' I PERMITS.
�,,� 8. INSTALL GEOTEXTILE LINED QUARRY SPALL PADS AT DITCH DISCHARGE POINTS(SEE MISC.DETAIL
•�, , . `\ SHEET).PLACEMENT AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER.
530 _ ` _ - I 9. SEE MISC.DETAIL SHEET FOR ADDITIONAL INFORMATION REGARDING BMPT5.12 AND BMPT5.11.
10, INDIVIDUAL LOTS SHALL PROVIDE A DRAINAGE PLAN AT THE TIME OF PROCURING BUILDING PERMIT.
• I 11. SEE WSDOTACCESS CONNECTION PERMIT EXHIBITS FORADDITIONAL CULVERT DETAILS.
/ _• \ ice. N S r t_i� C.ZCi RY ter , i-`if s_ p cF-2 ) ,'�T y C l
5.816 ACRES ` auVA- S A�r�� �AL_ Pt� / PRIVATE DRIVEWAY 4 `\ j,.AiT-RVAL_5 +/v
(sk - AK%sc�i�c7RV-5) r Q� 5,002 ACRES
+TTLES(C235) �OT 3 I 1.TDAl POLLUTION GENERATING IMPERVIOUS SURFACE=17,221 SF
-1 PRIVATE DRIVEWAY i 2.TDA2 POLLUTION GENERATING IMPERVIOUS SURFACE=7,613 SF
- 3.NON-EFFECTIVE POLLUTION GENERATING IMPERVIOUS SURFACE=24,834 SF
4.EFFECTIVE POLLUTION GENERATING SURFACE=0 SF
gioGT,I?Z4 1 .. _ ! 13,LC>T L-1NF-5 F\9",G_0
` POWER PER MASON •�+ �,,A,
- COUNTY PUD DESIGN �► ,, / OtU S I T�- Ir ''*'�"' �k(� Y
STABILIZED CONSTRUCTIONACCESS(C105,C107) , '• . ' ,� 525 ' '—•• ,, tH_ •TNS'A•L CL•%�- -TS UN�r-� "�"� Lfr AC
�.opp,.oAe_+4 W i TId-/A1 1)trcA• L,.I N>F_S jPF_K 1%ASGti%
520 i� % �� ' C,u�;..r( �A•D STAov D"95, A O Gc.)L1f10-ACS P160
Fay c-OT -L ENO I—OT S APPKbAt_N� I-P
(X.;lA>5_TRU"6D A-r AciAtNvAy P(k0F(LF_ APE A,
_ ILA TE 0py 'i ,
BEVEL CULVERT •TIS
END 4:1(TYP) �l /.... /r ( i.• .!•/•'
\ 5105.002 kc4s
IN,
mmm
505t3; NO C�,CARIN(r HORIZONTAL SCALE
LEGEND
V 300 CONTOUR LINES
217805 SQFT LOT LINES
-\; f•, 5.000 ACRES - — -— EASEMENT
495 / I EXISTING POWFR/COMMS
\ ` : •��� POWER/COMMS(PER PUD)
EDGE OF ROADWAY/DRIVEWAY
f
i -►-� STORM WATER FLOW 490
CRITICAL AREA BUFFER
WATTLES(C235)
t •` \ DISPERSION AREA(T5.12)
CULVERT
4 S•- F
yN�� HOODSPORT HEIGHTS 5
OCULTING
N. LAKE CUSHMAN RD
OWNER INFORMATION M2 CONSULTING,PLLC - +P": HOODSPORT,WA, 98548 6
DESIGNED BY M.FLEMING OWNER:DAHL PROPERTIES 3403 STEAMBOAT ISLAND RD.NW S`Eats
DRAWN BY E.BARRON ADDRESS: 261 N.HAMILTON RD PLLC
CHECKED BY M.FLEMING CHEHALIS,WA98532 OLYMPIA,WA 98502 PMB#534
DATE M.FL2024 (360)623-0631 f16NA1 �1 DRAINAGE/TESC PLAN
c1°
Gl)LVGrZT �s C`b UNOBSTRUCTED CLEAR AREA
rtlN.
0
�40'12•DIA THERMOPLASTIC,CONCRETE OR ^'
METAL CULVERT PIPE W14:1 BEVELED ENDS
22
f• +
4'
fj
W
x'
(721TIP \�45'R TYP
L
I \
\ 28'R TYP
I
1 30'R TYP 12 -20'
it
INTERSECTION DETAIL HAMMERHEAD DETAIL CUL-DE-SAC DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
"CONTRACTOR TO FIELD VERIFY CULVERT
PLACEMENT AND LENGTH
` 1' EDGE OF ROADWAY OR ORfVEWAY
11'��Qj�1/ ��A.{�— /AND FLOW PATH
DITCH NE
19 NATURAL DISPERSION AREA 2C.0' QV^���`I
-- ---- ------ C. G{t b5
MIN. _._..._-
• 2r •LN STA1-4 AJ-T
-p T NiFR vA1_.5 OP8�° 3'
13MP C-1,0 --=4 o 00
BACK OF DITCH GEOTEXTILE LINED
—III QUARRY SPALL PAD(I DEPTH)
SHEET FLOW DISPERSION DETAIL (BMP T5.12) CONCENTRATED FLOW DISPERSION (BMPT5.11)
NOT TO SCALE NOT TO SCALE
SHEET
'vx F<� HOODSPORT HEIGHTS
6
N. LAKE CUSHMAN RD °
OWNER INFORMATION M2 CONSULTING,PLLC CONSULTING �' "�,�51�"^ HOODSPORT, WA,98548 6
DESIGNED_B_Y _M.FL_E_MING _ OWNER:DAHL PROPERTIES 3403 STEAMBOAT ISLAND RD.N W _s
G MISC. DETAILS SHEETS
DRAWN BY E.BARRON ADDRESS: 261 N.HAMILTON RD PL �C ° `
CHEHALIS.WA 98532 I OLYMPIA,WA 98502 PMB#534 9/OISTt
CHECKED BY M.FLEMING_ (360)623-0631 I (_ I Io.�eL t�
DATE 1 0/0 512 0 24