20201703 Ver 1_Riparian Buffer Authorization Request_20201106

Buffer Authorization Application Form
15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo
Update 10/23/2018
Original Submittal 11/6/2020
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1 d. Te le phone: * 8288792120
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address:
[e-mail]
Rease list the contact person's en -ail for questions or payrrent on this project if needed.
r- Owner
r- Applicant other than Owner
W Agent
Town of Valdese
Town of Valdese
(for Corporations)
Street Address
102 Massel Ave SW
Address Line 2
Cty
State / Province / Region
Valdese
North Carolina
Postal / Zip Code
Country
28690
United States
le. Email Address:*
[e-mail]
Street Address
Address Line 2
aty State / Province / Fegion
Fbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files hereto attach docurrent
authorization form. RDF Only
B. Project Information and Prior Project History
1. Project Information

la. Name of Project:* Valdese Lakeside Park
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1c. TIP#
1d. Subdivision Name:
le. Nearest Town of Valdese
Municipality:
1f. Property Size: 302.22
acres
1g. County (or Counties) where the project is located:*
Burke
1h. PropertyID# Date of Purchase
2744445905 1/29/2018
Tax RN or Parcel id
1 i. Deed Information
... ...... ......... .......... ......
Deed F31 00723
Map 47 39-40
1j. Attach a copyof the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach docurrent
Valdese Survey East.pdf 564.58KB
Valdese Survey West.pdf 300.52KB
R]F only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually
Latitude * 35.775464 Longitude *-81.546807
11. Is the project located in any of North Carolina's twenty coastal counties?
r Yes
O No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Rhodhiss Lake
2b. Water Quality Classification of nearest receiving water:*
WS-IV B;CA
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*

5,500
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is experiencing moderate impact from foot traffic due to a narrow foot trail
and old ATV road. The general land use is recreational and the property is densely
forested. There are single family residential homes to the south west and a water
treatment plant to the north east of the property.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
Valdese USGS Map 11 x8.5.pdf 1.2MB
FDF only
3c. Attach an 81/. x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Clickthe upload button or drag and drop files hereto attach docurrent
Valdese NRCS 11 x8.5.pdf 655.93KB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
The Purpose of the project is to construct/install an overlook deck to concentrate
foot impact to a built environment within the buffer area and minimize disturbance to
the surrounding natural area.
The overlook deck structure is approximately 150 sq. ft. in size. The surface and
body of the structure will be typical joist, girder, decking, and railing construction.
The base of the structure will be attached to an abutment foundation that is
approximately five ft. high and anchored to a footing base that is approximately one
ft. in depth and four ft. wide with a total length of 17 ft. The outside edge of the
structure will be attached to six deck posts with individual footers. Each individual
footing will be approximately 18 in. in diameter and three ft. in depth. Excavation of
the footers will be completed with a mechanized rubber tracked mini -excavator or
mini -skid steer of a minimal size and footprint.
The entire park Construction Document package has been included for reference.
Please see sheet C-1.1 for overlook details.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docurrent
10142020Valdese Lakeside Park.pdf 23.28MB
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
r Yes
r No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
r No
7. Future Project Plans

7a. Is this project a phased project?* r Yes
G No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
O Catawba River Basin (15A NCAC 02B.0243)
C5 Randleman Lake Watershed (15A NCAC 0213.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
Installation of
McGalliard
Permanent
Allowable
414.00
0.00
Educational
Creek
(P)
square
Square
Overlook for Trail
Perm or Terrp
Feet
Feet
Stabilization
Ivhp label (e.g. Fbad
Crossing 1)
Installation of
Rhodhiss
Permanent
Allowable
414.00
0.00
Educational
Lake
(P)
Square
Square
Overlook for Trail
Perm or Tenp
Feet
Feet
Stabilization
Ivhp label (e.g. Fbad
Crossing 1)
Total Zone 1 Impacts: 828.00
Total Zone 2 Impacts: 0.00
Total Buffer Impacts: 828.00
Comments:
This project is at the convergence of McGalliard Creek and Rhodhiss Lake. 414 sq
ft will be temporarily disturbed during construction with a final total footprint of 150
SF. The decking boards will have gaps to prevent impervious sheet flow.
D. Impact Justification and Mitigation
1. Avoidance and Minimization A
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
The overlook deck structure with a surface area of 150 sq. ft. was designed to
naturally fit within the ebsting topography to minimize grading. Individual footers will
support the outside edge of the deck closest to the lake to minimize disturbance to
the ebsting terrain.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*

Excavation of the footers will be completed with a mechanized rubber tracked mini -
excavator or mini -skid steer of a minimal size and footprint. A silt fence break with
wattle barrier will be used around the area of excavation and disturbance for
sedimentation and erosion control. Seeding and mulch will be used to temporarily
stabilize any exposed excavated material prior to final clean up and stabilization.
Concrete for the footers will be mixed on site with a manual mixer. A staging area will
be located clear of the buffer areas where deck materials will be arranged for
transportation to the overlook by ATV or hand dolly.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Proposed project will not create concentrated stormwater flow through the
buffer
7 Other SCM that removed minimum of 30% nitrogen
1c. Diffuse Flow Documentation* pick the upload button or drag and drop f iles here to attach docurrent
Overlook Enlargement Plan C-1-1.pdf 628.85KB
FDF only
F. Supplementary Information
Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes
r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
C Yes
r No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
C,
(: N _
2b. Is this an after -the -fact buffer authorization application?
C
c iv-
G. Additional Information
...............
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: pick the upload button or drag and drop files here to attach docurrent
Existing Overlook Location.pdf 2.78MB
RDF only
Additional Comments:
An Image of the site has been uploaded.
H. Sign and Submit

By digitally signing below, I certifythat:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act')
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Charles A Gotherman
Signature
&#,,, ,2l,6 63? A �t-W,w r
Submission Date: 11/06/20
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
f Yes
r No
20201703
1
Amy Annino:eads\amannino
Asheville Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification

USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names
Information System, National Hydrography Dataset, National Land Cover Database, National Structures
Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line
data; USFS Road Data; Natural Earth Data; U.S. Department of State Humanitarian Information Unit; and
NOAA National Centers for Environmental Information, U.S. Coastal Relief Model. Data refreshed May,
2020.
Legend
Study Area (~ 297 AC)
µ
0 1,000500 Feet
Valdese
Rhodhiss Lake
2100 Lake Rhodhiss Dr, Valdese, NC 28690
Site Coordinates: 35.771316, -81.545368
1 inch = 750 Feet
USGS Topo Quad: Drexel, NC
W
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Legend
Study Area (~ 297 AC)
µ
0 1,000500 Feet
Valdese
Rhodhiss Lake
2100 Lake Rhodhiss Dr, Valdese, NC 28690
Site Coordinates: 35.771316, -81.545368
1 inch = 750 Feet
MoE: Meadowfield-Rhodhiss complex, 25 to 60 percent slopes, very stony
WoD2: Woolwine-Fairview complex, 15 to 25 percent slopes, moderately eroded
WoC2: Woolwine-Fairview complex, 8 to 15 percent slopes, moderately eroded
BvB: Brevard fine sandy loam, 1 to 6 percent slopes, rarely flooded
CvA: Colvard sandy loam, 0 to 3 percent slopes, occasionally flooded
Soil Descriptions:
Site Plan
Site Plan
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VICINITY MAP : NOT TO SCALEOCTOBER 12, 2020SITEPREPARED BY:DESTINATION BY DESIGN ENGINEERING24 HR CONTACT: MR. ALEX GOTHERMAN,PLA(828) 386-1866136 FURMAN RD. SUITE 6BOONE, NC 28607(828) 386-1866LAKE RHODHISS DRIVE NE | VALDESE | NC | 28690VALDESE LAKESIDE PARK SITE & CONSTRUCTION DOCUMENTSPROJECT DIRECTORYDEVELOPER/OWNERTOWN OF VALDESE, NC102 MASSEL AVE. SWVALDESE, NC 28690(828)879-2120CONTACT: MR. DOUG KNIGHT, RECREATION DIRECTORCIVIL ENGINEERDESTINATION BY DESIGN ENGINEERING136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. JASON GASTON, P.E.LANDSCAPE ARCHITECTDESTINATION BY DESIGN STUDIOS, PLLC.136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. ALEX GOTHERMAN, PLASTRUCTURAL ENGINEERARETÉ ENGINEERS, PLLC.7668 VALLEY BLVD.BLOWING ROCK, NC 28607(828)434-0587CONTACT: MR. BRIAN MULLIN, P.E.,CBSISHEET INDEXSheet NumberSheet TitleG-0COVERV-0SURVEYV-0.1SURVEYV-0.2SURVEYG-1KEY SHEETC-1SITE PLANC-1.1OVERLOOK ENLARGEMENT PLANC-2GRADING DRAINAGE AND PAVING PLANC-3GREENWAY TRAIL & PROFILE, STA. 1+00 TO STA.6+00C-3.1 GREENWAY TRAIL & PROFILE, STA. 6+00 TO STA. 13+00C-3.2 GREENWAY TRAIL & PROFILE, STA. 13+00 TO STA. 21+00C-3.3 GREENWAY TRAIL & PROFILE, STA. 21+00 TO STA. 29+00C-3.4 GREENWAY TRAIL & PROFILE, STA. 29+00 TO STA. 37+00C-3.5 GREENWAY TRAIL & PROFILE, STA. 37+00 TO STA. 41+03.48C-4UTILITY PLANC-5DRAINAGE & SANITARY SEWER PROFILESC-6INITIAL EROSION & SEDIMENT CONTROL PLANC-7INTERMEDIATE-FINAL EROSION & SEDIMENT CONTROL PLANC-7.1INTERMEDIATE-FINAL EROSION & SEDIMENT CONTROL PLANC-7.2 INTERMEDIATE-FINAL EROSION & SEDIMENT CONTROL PLANC-7.3 INTERMEDIATE-FINAL EROSION & SEDIMENT CONTROL PLANC-7.4INTERMEDIATE-FINAL EROSION & SEDIMENT CONTROL PLANC-8EROSION & SEDIMENT CONTROL DETAILSC-8.1EROSION & SEDIMENT CONTROL DETAILSC-8.2EROSION & SEDIMENT CONTROL DETAILSC-8.3EROSION & SEDIMENT CONTROL DETAILSC-9CONSTRUCTION DETAILSC-9.1CONSTRUCTION DETAILSC-9.2CONSTRUCTION DETAILSC-10UTILITY DETAILSC-11DRAINAGE DETAILSC-12PAVING, MATERIALS, & FURNITUREL-1LANDSCAPE PLANL-2LANDSCAPE CONSTRUCTION DETAILSL-2.1LANDSCAPE CONSTRUCTION DETAILSL-3LANDSCAPE DETAILS & NOTESS-1COVER SHEET AND GENERAL NOTESS-2FOUNDATION PLANS-3FRAMING PLANS-4RESTROOM UTILITY PADNOT FOR CONSTRUCTIONMCGALLIARD CREEK (WS-IV;CA)RHODISS LAKE (WS-IV, B;CA)10.9.19
i
TOP OF BANK
USED FOR BUFFERS PER
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CL CREEK
CL DITCH
CL DRIVE
CL ROAD
CONTOUR MAJOR
CONTOUR MINOR
— — — — — -- SOIL PATH
EDGE OF PAVEMENT
OE OE OE OVERHEAD ELECTRIC
— — — SS — — — — SS — — — — SS SANITARY SEWER
STORM
— — — — — — — — — — — — — — — — — — TOE OF SLOPE
TOP OF SLOPE
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1. COORDINATE VALUES SHOWN HEREON ARE GRID (US
SURVEY FOOT) BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM NAD 83.
2. THIS TOPOGRAPHIC SURVEY VERTICAL DATUM IS BASED ON
NAVD 88.
3. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER
PUBLIC OR PRIVATE, ARE BASED ON LOCATION
OF VISIBLE ABOVE GROUND APPURTENANCES ONLY. OTHER
UTILITIES WHICH WERE NOT OBSERVED AND NOT SHOWN
HEREON MAY EXIST. IT IS THE OWNERS/TENANTS
�j RESPONSIBILITY TO VERIFY THE LOCATION PRIOR TO
v COMMENCEMENT OF ANY CONSTRUCTION. MCKIM & CREED
o �h CANNOT ASSUME RESPONSIBILITY FOR MISIDENTIFICATION OR
OMISSION OF UNDERGROUND UTILITIES.
a 4. SANITARY SEWER INVERTS WERE INACCESSIBLE FROM
MANHOLE LOCATIONS DUE TO OFFSET MANHOLES. BOTTOM
1 OF BOX WAS RECORDED AT TIME OF SURVEY.
5. MATERIAL AND PIPE SIZES FOR SANITARY SEWER WERE
INACCESSIBLE AT TIME OF SURVEY. SIZE AND MATERIAL
ARE BASED ON EXPOSED PIPE IN VARIOUS MANHOLE
LOCATIONS.
6. BOUNDARY SURVEY WAS NOT PERFORMED AT TIME OF THIS
SURVEY.
7. WATER SURFACE ELEVATIONS WERE TAKEN BETWEEN THE
DATES OF 01/28/20 — 02/11/20
8. CLASS OF SURVEY:C
TYPE OF GPS FIELD PROCEDURE: VRS
DATES OF SURVEY: 01/28/20 — 02/11/20
DATUM/EPOCH: NAD83/2011
PUBLISHED/FIXED CONTROL USE: FIXED CONTROL
GEOID MODEL: GEOID 12B
UNITS: US SURVEY FEET
TYPE AND MODEL OF GPS RECEIVER USED: TRIMBLE R8

50
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0 25 50 100
( IN FEET )
1 inch = 50 ft.
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LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19KEY SHEETC-01" = 200'SCALE IN FEET4002000100200C-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEK
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WWWWWWWWWWWWWWM 10101010SSSSSSSSSSSSKEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKLAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SITE PLANC-11" = 20'SCALE IN FEET402001530PROPOSED TRAFFIC SIGNSITE PLAN LEGENDPAINTED TRAFFIC ARROWS#PARKING COUNTPROPOSED CONCRETEPROPOSED CRUSHER FINES TRAILPROPOSED STANDARD DUTY PAVINGPROPOSED LANDSCAPE AREACENTERLINEPROPOSED PEDESTRIAN PAVERPROPOSED GRAVEL SURFACEPARKING CALCULATIONSSTANDARD PARKING:47HANDICAP PARKING: 2TOTAL # PARKING:49GENERAL NOTES:1.) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THEPROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSEDDIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDINGLOCATION ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURBRADII ARE GIVEN AT THE FACE OF CURB.2.) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THEEXISTING CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANSBEFORE PROCEEDING WITH ANY NEW CONSTRUCTION.3.) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICALALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB ANDGUTTER, SIDEWALKS, WALLS, AND UTILITIES.SITE NOTES:1.) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOORLOCATIONS, AND OTHER ARCHITECTURAL DETAILS.2.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTSHAVE BEEN COMPLETED ON THE SITE.3.) HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCEOF ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW AND DOES NOT INTERFEREWITH TRAFFIC. (SEE PHOTOMETRICS PLAN IN ARCH. PLANS).4.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLYIDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LANDDISTURBANCE.5.) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE,EQUIPMENT, PRODUCTS, ETC.6.) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THISDEVELOPMENT PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITE SIGNAGE.7.) ALL PAVEMENT MARKING WITHIN R/W SHALL BE CONSTRUCTED ACCORDING TOMUNICIPALITY SPECIFICATIONS.8.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THISPROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER ACONTRACTOR/DEVELOPER CAN DO PERMITTING WITH AGENT AUTHORIZATION.9.) CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH THE ZONING DIVISIONOF PLANNING & INSPECTIONS.10.) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BEINSTALLED PRIOR TO ANY GRADING.11.) THE JURISDICTION ACCEPTS NO RESPONSIBILITY FOR THE AMERICANS WITHDISABILITIES ACT (ADA), EXCEPT FOR NOTIFICATION REQUIREMENT. THEOWNER/DEVELOPER IS SOLELY RESPONSIBLE FOR COMPLIANCE FOR SAID ACT.12.) 24 HOUR CONTACT: ALEX GOTHERMAN, PLA., 828-386-1866 BEGINNING OF PROPOSED 10' ASPHALT TRAILRAIN GARDEN, SEELANDSCAPE DETAILSTIER (1) DONOR BOULDERSEE SHEET C-9.2 DETAIL 6TIER (3) DONOR BOULDERSEE SHEET C-9.2 DETAIL 6TIER (2) DONOR BOULDERSEE SHEET C-9.2 DETAIL 6CONCRETE WALK - SEE SHEET C-9.1 DETAIL 6PEDESTRIAN PAVER FIELD ENLARGEMENTSEE SHEET C-9.2 DETAIL 5PROPOSED DROP OFF/PICKUPADA BENCH PAD, TYP.SEE SHEET C-9 DETAIL 5 6' BENCH, TYP. SEE ITEM A ONSHEET C-12R97'20'18'18'24'18'10'9'11'8'END PROPOSED 10' ASPHALT,PROPOSED CRUSHER FINESTRAIL BEGINS HERE 10' CRUSHER FINES TRAILSEE SHEET 9.1 DETAIL 7PROPOSED BIKE PAD AND BIKE RACK SEEITEM E ON SHEET C-12KIOSK - SEE SHEET L-2 DETAIL 1TRASH RECEPTACLE, TYP. SEE ITEM D ON SHEET C-12STOP SIGNSEE SHEET C-9 DETAIL 2STOP BARSEE SHEET C-9.1 DETAIL 1 ENTRANCE SIGNSEE SHEET L-2.1 DETAIL 15' CRUSHER FINES TRAILSEE SHEET 9.1 DETAIL 7END PROPOSED 5' CRUSHER FINES TRAIL,TIE INTO EXISTING TRAILADA PICNIC TABLE SEE ITEM C ON SHEET C-12PICNIC TABLE SEE ITEM B ON SHEET C-126" CURB - SEE SHEET C-9 DETAIL 6HANDICAP PARKING SIGN, TYP. OF 2SEE SHEET C-9 DETAIL 3PROPOSED RESTROOM SEE RESTROOM DETAILS10'10'5'EXISTING ROADGRAVEL PAVING, SHEET C-9.1 DETAIL 7ADA TACTILE PAVERSEE ITEM G ON SHEET C-12PAVED ACCESSIBLE PARKINGSEE SHEET C-9 DETAIL 1STANDARD WHEEL STOP, TYP.SEE SHEET C-9 DETAIL 4ADA TACTILE PAVERSEE ITEM G ON SHEET C-12 10' ASPHALT TRAILSEE SHEET 9.1 DETAIL 4STANDARD DUTY PAVEDENTRANCE AND APRONSEE C-9.1 DETAIL 56' BENCH, TYP. OF 2SEE ITEM A ON SHEET C-12COMPOST SOCK BARRIER,SEE EROSION & SEDIMENTCONTROL PLANSEXISTING UTILITY POLE, TOREMAINPROPOSED UTILITY LINESEE UTILITY PLANPROPOSED SEWER LINESEE UTILITY PLANEXISTING SEWER LINETO REMAINCOMPOST SOCK BARRIER,SEE EROSION & SEDIMENTCONTROL PLANSPROPOSED RIPRAP APRONSEE EROSION & SEDIMENT CONTROL PLANSPROPOSED RIPRAP INLET PROTECTIONSEE EROSION & SEDIMENT CONTROL PLANSEXISTING FENCE AND GATETO REMAINADA BENCH PAD, TYP.SEE SHEET C-9 DETAIL 5 6' BENCH, TYP. SEE ITEM A ONSHEET C-12PROPOSED STORM PIPESEE GRADING, DRAINAGE& PAVING PLANPROPOSED STORM PIPESEE GRADING, DRAINAGE& PAVING PLANPROPOSED STORM PIPESEE GRADING, DRAINAGE& PAVING PLAN
XXXXXXXXXXXXXXXLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOC LOC
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LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoXTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPLAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19OVERLOOK ENLARGEMENT PLANC-1.11" = 5'SCALE IN FEET10502.55PROPOSED OVERLOOK,SEE STRUCTURALDRAWINGSFFE:1006.35KEY MAPC-1C-2C-4C-6C-1.1C-7.4C-7.3C-7.2C-7.1C-71005101010001006
100610011002100310041009100810071002.59 BP1002.64 BPEXISTING TRAIL100510051005.81 BW1006.35 TW1006.12 BW1006.35 TWPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONXXX.XXXXX.XX LEGENDLIMITS OF CONSTRUCTIONLOCEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXOVERLOOK NOTES:1.) OVERLOOKS CONSTRUCTION SHALL ABIDE BY ALL CATAWBA RIVER BASIN RIVER RULES.2.) FOOTPRINT OF OVERLOOK SHALL NOT EXCEED 150 SF3.) NO TREES OVER 5" DBH SHALL BE REMOVED4.) SEE SERIES C-6, C-7 & C-8 FOR EROSION & SEDIMENT CONTROL NOTES5.) CONTRACTOR TO MOVE ALL EQUIPMENT SHALL NOT USE TRUCKS ORLARGE MOTOR VEHICLES TO TRANSPORT MATERIAL TO THE OVERLOOK AREAAS TO AVOID DISTURBING EXISTING TERRAIN AND VEGETATION.(HAND DOLLIES OR ATVS MAY ARE PERMISSIBLE)BOTTOM OF WALLBWBOTTOM OF POSTBPTOP OF WALLTWEXISTING TREEEND EXISTING TRAIL AT OVERLOOK995SITE GRADING, & LANDSCAPE PLANSCALE : 1" = 5'-0"TOP OF BANK USED FORBUFFERS PER CATAWBARIPARIAN BUFFER RULES. TOPOF BANK WASUNSTABLE/WAHSED OUTABOVE WATER SURFACE10101000100610011002100910081007995EROSION & SEDIMENT CONTROL PLANSCALE : 1" = 5'-0"TOP OF BANK USED FOR BUFFERS PER CATAWBARIPARIAN BUFFER RULES. TOP OF BANK WASUNSTABLE/WAHSED OUT ABOVE WATER SURFACE1003TSTSSILT FENCE BREAK/WATTLE BARRIERSEE SHEET C-8.2OVERLOOK ACCESS TRAILSCALE : 1" = 30'-0"MATCHLINE SEE SHEET C-7.1SEE PLAN ENLARGEMENTS SHEET C-1.130' UNDISTURBED VEGETATION BUFFER 30' UNDISTURBED VEGETATION BUFFER30' UNDISTURBED VEGETATION BUFFER50' MANAGED VEGETATION BUFFERNPDES STABILIZATION TABLE:1006.10 HIGH POINTMCGALLIARD CREEKRHODHISS LAKEMCGALLIARD CREEKMCGALLIARD CREEKRHODHISS LAKERHODHISS LAKE10041006100510051004PLANT SCHEDULECODEQTY.BOTANICAL NAME COMMON NAME CONTAINERSPACINGCOMMENTSCA 3Callicarpa americanaAmericanBeautyberry3 GAL48"3 CA108 S.F. 3" DEEP DOUBLED HAMMERED HARDWOOD MULCHANTICIPATED ACTIVITY SCHEDULE OVERLOOKBEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202130' UNDISTURBED VEGETATION BUFFER12ACTIVITY4EXCAVATE/GRADE STATIONS AT OVERLOOK9BEGIN ACTIVITY ON STATION 37+00 - 41+0310SEE ACTIVITY SCHEDULE ON SHEET C-7.4 FORADDITIONAL ACTIVITYINSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT OVERLOOKCLEAR, GRUB WITH 7 DAY STABILIZATION:AT OVERLOOK35INSTALL OVERLOOK STRUCTURE AND RETAINING WALLSURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING.* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8INSTALL LANDSCAPE AND FINAL SURFACE STABILIZATIONFINAL CLEAN UP68
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204OPEN THROAT CATCH BASINNCDOT STD 840.04OPEN ON ALL 4 SIDES202OPEN THROAT CATCH BASINNCDOT STD 840.04OPEN ON ALL 4 SIDES200ENDWALLNCDOT STD 838.80102010301025
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LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GRADING, DRAINAGE & PAVING PLANC-21" = 20'SCALE IN FEET402001020GRADING NOTES:1.) ALL SPOT ELEVATIONS SHOWN ARE @ THE EOP UNLESS OTHERWISE NOTED.2.) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 2% CROSS-SLOPE AWAY FROM THE BUILDING.3.) CONTRACTOR TO ENSURE THAT SEDIMENT SHOULD NOT ENTER THE STORM WATER CONVEYANCE CHANNELS AND STORMWATER SEWER SYSTEMS. THE STORMWATER SEWERSYSTEM SHOULD BE INSPECTED IN ACCORDANCE WITH THE NPDES REQUIREMENTS AND RECORDED ON THE SELF-INSPECTION MONITORING FORM. THE STORM WATER SEWERSYSTEM SHOULD BE CLEANED PERIODICALLY DURING CONSTRUCTION TO PREVENT OFF SITE SEDIMENTATION.4.) COORDINATE WITH THE MUNICIPALITY INSPECTIONS DURING CONSTRUCTION.5.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED.6.) REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION REPORTS AS PROVIDED BY OWNER FOR RECOMMENDATIONS ASSOCIATED WITH: GENERALSITE PREPARATION, BUILDING PAD PREPARATION, PAVEMENT SECTIONS, FILL, SLOPES AND EXCAVATION.7.) CONSTRUCT EROSION CONTROL BARRIERS PER THE NCDEQ INSPECTOR AND MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. THE EROSION CONTROL MEASURESSHOULD BE INSTALLED PER THE APPROVED PLAN. NCDEQ SHALL INSPECT THE SITE FOR COMPLIANCE.8.) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALLWORK IN NCDOT RIGHT OF WAY SHALL COMPLY WITH NCDOT SPECIFICATIONS.9.) ALL CURBED ISLANDS SHALL BE FILLED TO TOP OF CURB WITH TOPSOIL AND SEEDED.10.) MAXIMUM CUT SLOPE IS 1.5:1 AND MAXIMUM FILL SLOPE IS 2:1. ANY PROPOSED SLOPE > 2:1 SHALL BE PROPERLY DESIGNED AND CERTIFIED BY A NORTH CAROLINA REGISTEREDPROFESSIONAL ENGINEER OR GEOLOGIST. CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL CONSULTANT AND PROVIDE COPIES OF THE DESIGNS ANDCERTIFICATIONS TO THE MUNICIPALITY.11.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LANDDISTURBANCE.12.) ALL STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE.13.) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE ANDLEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH,TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULLREMOVAL OF THESE MATERIALS.14.) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED BY THE PROJECTGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE EARTHWORKOPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTORSHALL PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.15.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSIONCONTROL DEVICES. 24 HR. CONTACT: MR. ALEX GOTHERMAN, PLA., (828) 386-186616.) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA.17.) STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINEDUNTIL PERMANENT GROUND COVER IS ESTABLISHED. STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND OTHER APPROPRIATE ORDINANCES ANDREGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL.18.) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH NEWRIVER LIGHT AND POWER COMPANY PRIOR TO CONSTRUCTION.FFE:1033.15KEY MAPC-1C-2C-4C-6C-1.1C-7.4C-7.3C-7.2C-7.1C-7RHODHISS LAKEMCGALLIARD CREEK1020MATCHLINE SEE SHEET C-3 MATCHLINE SEE SHEET C-3
WEDGE DOWN CURBWEDGE DOWN CURBWEDGE DOWN CURBPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONXXX.XXXXX.XXPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINESTRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXPROPOSED PEDESTRIAN PAVEREARTHWORK CALCULATIONSTRAILHEAD EARTHWORK:REQ'D CUT =+ 1,573 CYREQ'D FILL =- 2,177 CYADDITIONAL REQ'D FILL FROM SHIRNKAGE, ETC. =- 327 CYADDITIONAL CUT FROM RAIN GARDEN = +298 CYADDITIONAL CUT FROM PAVEMENT BASE =+ 627 CYADDITIONAL CUT FROM BUILDING FOUNDATION = + 20 CYBALANCE:+14CYGREENWAY TRAIL EARTHWORK:REQ'D CUT =+1,081 CYREQ'D FILL =- 1,672 CYADDITIONAL REQ'D FILL FROM SHIRNKAGE, ETC. =- 251 CYADDITIONAL CUT FROM PAVEMENT BASE =+1,005 CYBALANCE:+163CYEARTHWORK NOTES:1.) A SHRINKAGE OF 15% WAS USED TO ACCOUNT FOR REMOVAL OFTOPSOIL, COMPACTION, ETC.2.) REQ'D CUT IS IN SITU CUT.3.) IN ADDITION TO WASTE/SPOIL MATERIAL, IF BORROW MATERIAL ISREQUIRED DURING GRADING OPERATIONS, AN APPROVED EROSIONCONTROL PERMIT MUST BE SECURED FOR THE BORROW OR WASTEMATERIAL PRIOR TO INITIATION OF ANY LAND DISTURBANCE ACTIVITY. ANY SOIL MATERIAL TO BE TRANSPORTED OFFSITE SHALL BE EXPORTEDTO A SPOIL SITE APPROVED BY THE GOVERNING JURISDICTION. AT THESTART OF EARTH MOVING ACTIVITIES, THE CONTRACTOR SHALLPROVIDE THE JURISDICTION WITH A COPY OF THE APPROVED SPOILSITE PERMIT.4.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALLQUANTITIES AND BID NUMBERS. THESE CALCULATIONS ARE PROVIDEDFOR REFERENCE ONLY.PROPOSED 2' DIVERSION SWALESIDE SLOPES OF 2:1 & 6" DEPTH
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ELEV = 1015.5741+002+003+004+005+006+007+00SSSSSSSSSSSSSS SS SS SS SS SS SS
SS1030 103010311031103210321033 1031103210331034103510361037103810361037103210311030 WWW1032.47SSSSSS1025 1030102310241026 102710281029103110321010101010151020101110121013101410161017101810191021102210331032103210331033103410351017101810191020101710181019101610151+002+003+004+00SSSSSSSSSS1030 103010311031103210321033103110311032 103210311032103310341035103610371038103610371032103110301029 WWW1032.47SS1025 1030102310241026 102710281029103110321022103310321032103310331034 1035LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL & PROFILES, STA 1+00 TO STA 6+00C-31" = 30' SCALE IN FEET603001530PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATIONMATCHLINE SEE SHEET C-3.1
PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGENDMATCHLINE SEE SHEET C-2MATCHLINE SEE SHEET C-2 MATCHLINE SEE SHEET C-3.1
KEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 11 L.F. OF 15" HDPEINV. IN = 1013.00INV. OUT = 1012.50500PROPOSED 26 L.F. OF 15" HDPEINV. IN = 1014.00INV. OUT = 1013.25600PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1016.50INV. OUT = 1014.75400PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1025.50INV. OUT = 1025.00300PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)1020 1025 103010251020101510201010101010151025BEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.130' UNDISTURBED VEGETATION BUFFER1028.861023.46PIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#GRADING NOTES:1.) ALL SPOT ELEVATIONS SHOWN ARE @ THE EOP UNLESS OTHERWISE NOTED.2.) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 2% CROSS-SLOPE AWAY FROM THE BUILDING.3.) CONTRACTOR TO ENSURE THAT SEDIMENT SHOULD NOT ENTER THE STORM WATER CONVEYANCE CHANNELS AND STORMWATER SEWER SYSTEMS. THE STORMWATER SEWERSYSTEM SHOULD BE INSPECTED IN ACCORDANCE WITH THE NPDES REQUIREMENTS AND RECORDED ON THE SELF-INSPECTION MONITORING FORM. THE STORM WATER SEWERSYSTEM SHOULD BE CLEANED PERIODICALLY DURING CONSTRUCTION TO PREVENT OFF SITE SEDIMENTATION.4.) COORDINATE WITH THE MUNICIPALITY INSPECTIONS DURING CONSTRUCTION.5.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED.6.) REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION REPORTS AS PROVIDED BY OWNER FOR RECOMMENDATIONS ASSOCIATED WITH: GENERALSITE PREPARATION, BUILDING PAD PREPARATION, PAVEMENT SECTIONS, FILL, SLOPES AND EXCAVATION.7.) CONSTRUCT EROSION CONTROL BARRIERS PER THE NCDEQ INSPECTOR AND MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. THE EROSION CONTROL MEASURESSHOULD BE INSTALLED PER THE APPROVED PLAN. NCDEQ SHALL INSPECT THE SITE FOR COMPLIANCE.8.) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALLWORK IN NCDOT RIGHT OF WAY SHALL COMPLY WITH NCDOT SPECIFICATIONS.9.) ALL CURBED ISLANDS SHALL BE FILLED TO TOP OF CURB WITH TOPSOIL AND SEEDED.10.) MAXIMUM CUT SLOPE IS 1.5:1 AND MAXIMUM FILL SLOPE IS 2:1. ANY PROPOSED SLOPE > 2:1 SHALL BE PROPERLY DESIGNED AND CERTIFIED BY A NORTH CAROLINA REGISTEREDPROFESSIONAL ENGINEER OR GEOLOGIST. CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL CONSULTANT AND PROVIDE COPIES OF THE DESIGNS ANDCERTIFICATIONS TO THE MUNICIPALITY.11.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LANDDISTURBANCE.12.) ALL STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE.13.) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE ANDLEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH,TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULLREMOVAL OF THESE MATERIALS.14.) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED BY THE PROJECTGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE EARTHWORKOPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTORSHALL PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.15.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSIONCONTROL DEVICES. 24 HR. CONTACT: MR. ALEX GOTHERMAN, PLA., (828) 386-186616.) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA.17.) STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINEDUNTIL PERMANENT GROUND COVER IS ESTABLISHED. STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND OTHER APPROPRIATE ORDINANCES ANDREGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL.18.) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH NEWRIVER LIGHT AND POWER COMPANY PRIOR TO CONSTRUCTION.
101510141010980990100010101020103010401050106098099010001010102010301040105010606+007+008+009+0010+0011+0012+0013+006+007+008+009+0010+0011+0012+0013+001009.351009.3531010.711010.7121014.22
1014.216
1020.55
1020.554
1023.20
1023.202
1017.34
1017.341 -3.63%-0.52%2.09%3.76%5.00%-1.62%-4.89%-2.35%GRADE BREAK STA = 7+14.79ELEV = 1009.351
GRADE BREAK STA = 9+96.45
ELEV = 1018.739
GRADE BREAK STA = 11+75.69
ELEV = 1018.0006+007+008+009+0010+0011+0012+0013+00SS SS SS SS SSSS10101010
10151015
10201020
10111011101210121013101310141014 1016
1016101710171018
10181019
101910211021
10221022
1015102018" CMP INV=1007.33INV=1006.256+007+00SS SS SS SS SS101010101011101210131014
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL &PROFILES, STA. 6+00 TOSTA. 13+00C-3.11" = 30' SCALE IN FEET603001530MATCHLINE SHEET C-3
MATCHLINE SHEET C-3.2 PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATIONKEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 23 L.F. OF 24" HDPEINV. IN = 1006.00INV. OUT = 1005.50700PROPOSED 20 L.F. OF 24" HDPEINV. IN = 1013.00INV. OUT = 1012.5080010101005 10101005101510151010100510201020
10151010
1030102010251
0
1
5 PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGEND30' UNDISTURBED VEGETATION BUFFERMCGALLIARD CREEKPIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#BEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1BEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1END OF PROPOSEDSWALE ON CUT SIDEOF TRAIL SEE DETAIL7 ON SHEET C-9.1HIGH POINT, SWALE DIVERTS ONEITHER SIDE
9809901000101010201030104010501060980990100010101020103010401050106013+0014+0015+0016+0017+0018+0019+0020+0021+0013+0014+0015+0016+0017+0018+0019+0020+0021+0014+001012.201012.19615+001010.221010.22316+001011.571011.571
17+001011.56
1011.565
18+001009.76
1009.757
19+001009.08
1009.075
20+001009.58
1009.584 -2.04%0.88%3.17%-1.71%-3.53%0.69%2.10%-2.13%-1.15%-2.26%GRADE BREAK STA = 13+88.20ELEV = 1012.072GRADE BREAK STA = 15+00.00ELEV = 1010.132
GRADE BREAK STA = 16+47.42
ELEV = 1012.000
GRADE BREAK STA = 18+25.80
ELEV = 1008.94414+0015+0016+0017+0018+0019+0020+00SSSSSSSSSSSSSSSSSSSSSS1
0
1
01015101110121013101410101011
10
1
2
1010100910111015
1015101510051010101010101010101521+00SSSSSS1
0
1
113+001015101610151020LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL &PROFILE, STA. 13+00 TOSTA. 21+00C-3.21" = 30' SCALE IN FEET603001530PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%TRAIL TO FOLLOW EXISTINGGRADE (LONGITUDINALCENTERLINE SLOPE < 5%)EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATIONMATCHLINE SHEET C-3.1
MATCHLINE SHEET C-3.3KEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 22 L.F. OF 15" HDPEINV. IN = 1006.00INV. OUT = 1005.501000PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGEND30' UNDISTURBED VEGETATION BUFFERMCGALLIARD CREEKPIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1007.00INV. OUT = 1006.50900APROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001100PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1007.00INV. OUT = 1006.50900ABEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1END OF PROPOSEDSWALE ON CUT SIDEOF TRAIL SEE DETAIL7 ON SHEET C-9.1BEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1END OF PROPOSEDSWALE ON CUT SIDEOF TRAIL SEE DETAIL7 ON SHEET C-9.1HIGH POINT, SWALE DIVERTS ONEITHER SIDE
9809901000101010201030104010501060980990100010101020103010401050106021+0022+0023+0024+0025+0026+0027+0028+0029+0021+0022+0023+0024+0025+0026+0027+0028+0029+0022+001010.981010.97923+001012.171012.17024+001013.041013.041
25+001013.03
1013.031
26+001011.06
1011.058
27+001007.35
1007.352
28+001010.30
1010.295 0.62%1.11%-1.16%-1.93%1.75%4.47%4.17%-4.75%GRADE BREAK STA = 22+42.03ELEV = 1011.820GRADE BREAK STA = 23+56.90ELEV = 1012.537
GRADE BREAK STA = 25+28.31
ELEV = 1012.478
GRADE BREAK STA = 26+43.99
ELEV = 1010.248
GRADE BREAK STA = 27+51.50
ELEV = 1006.31720+00SSSSSS1010101521+0022+0023+0024+0025+0026+0027+0028+0029+00SSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSSS
S1010
1007
100810091011101110121012
101
3
101310101
0
0
7
1
0
0
8
1
0
0
91010101010051
0
1
0
1005100099510051015102010101005100010
1
5
1
0
1
51015
10151
0
1
0
10101010100510009951
0
1
0
48" RCP
48" RCPINV=993.46INV=993.18INV=994.01INV=994.7529+0030+00SSSS101
1
10101015MATCHLINE SHEET C-3.4
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL & PROFILE, STA. 21+00 TOSTA. 29+00C-3.31" = 30' SCALE IN FEET603001530 MATCHLINE SHEET C-3.2 PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGENDPROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%TRAIL TO FOLLOW EXISTINGGRADE (LONGITUDINALCENTERLINE SLOPE < 5%)EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATIONKEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 18 L.F. OF 15" HDPEINV. IN = 1008.50INV. OUT = 1008.001200PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001300MCGALLIARD CREEKPIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#30' UNDISTURBED VEGETATION BUFFERBEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1END OF PROPOSED SWALE ON CUT SIDEOF TRAIL SEE DETAIL 7 ON SHEET C-9.1DIVERT TOWARDS EXISTING CULVERTEND OF PROPOSED SWALE ON CUT SIDEOF TRAIL SEE DETAIL 7 ON SHEET C-9.1DIVERT SWALE TOWARDS EXISTING CULVERT
9809901000101010201030104010501060980990100010101020103010401050106029+0030+0031+0032+0033+0034+0035+0036+0037+0029+0030+0031+0032+0033+0034+0035+0036+0037+0030+001011.591011.59331+001011.631011.62832+001010.591010.590
33+001010.81
1010.814
34+001012.29
1012.294
35+001012.34
1012.340
36+001011.39
1011.393 0.63%-1.16%-1.40%-0.37%1.17%1.26%0.36%GRADE BREAK STA = 29+65.28ELEV = 1011.503GRADE BREAK STA = 31+16.74ELEV = 1011.479
GRADE BREAK STA = 32+32.87
ELEV = 1010.488
GRADE BREAK STA = 33+84.18
ELEV = 1012.40029+00SS37+0038+00SSSSSSSS1015
10
1
4101010051000995 1015102010251
0
1
01005100099529+0030+0031+0032+0033+0034+0035+0036+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS10111011101110121012
1012
10131010101010051010101010051005101010009951015101510151015
1000995101510201
0
2
0
1020
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL & PROFILE, STA. 29+00 TOSTA. 37+00C-3.41" = 30' SCALE IN FEET603001530PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATIONMATCHLINE SHEET C-3.5
MATCHLINE SHEET C-3.3
KEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001400PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1009.50INV. OUT = 1009.001500PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1010.50INV. OUT = 1010.001600PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)TRAIL TO FOLLOW EXISTINGGRADE (LONGITUDINALCENTERLINE SLOPE < 5%)PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGENDMCGALLIARD CREEKPIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#30' UNDISTURBED VEGETATION BUFFERBEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1END OF PROPOSEDSWALE ON CUT SIDEOF TRAIL SEE DETAIL7 ON SHEET C-9.1 PROPOSEDSWALE ON CUT SIDE OFTRAIL SEE DETAIL7 ON SHEET C-9.1HIGH POINT, SWALE DIVERTS ONEITHER SIDE
SS37+0038+0039+0040+0041+0041+03SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS10151014 1016 1017
10181018
10201019101010051000995101510201025102010251030102510251
0
2
5
102010
1
5
1
0
1
0
1015102010251030101010051000995 10151010101510151015101010051000995
1015101510151010100510
0
0
48"

R
C
P
INV=1008.27INV=995.369809901000101010201030104010501060980990100010101020103010401050106037+0038+0039+0040+0041+0041+0337+0038+0039+0040+0041+0041+0338+001014.271014.27239+001017.761017.76140+001019.681019.684
41+001020.19
1020.188 1.07%3.12%1.15%0.03%4.88%-0.37%-1.26%GRADE BREAK STA = 37+41.49ELEV = 1013.675GRADE BREAK STA = 39+06.43ELEV = 1017.329
GRADE BREAK STA = 40+21.12
ELEV = 1018.309
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19GREENWAY TRAIL & PROFILE, STA. 37+00 TO41+03.48C-3.51" = 30' SCALE IN FEET603001530PROPOSED GRADE TO SPANOVER PROPOSED PIPES (FILL)PROPOSED GRADE TO LIMITLONGITUDINAL CENTERLINESLOPE TO <5%EXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED CONCRETEPROPOSED ASPHALT SURFACEPROPOSED CRUSHER FINES TRAILEXISTING CONTOURSPROPOSED CONTOURSXXXXXXXXXXX.XXPROPOSED SPOT ELEVATION MATCHLINE SHEET C-3.4
KEY MAPRHODHISS LAKEMCGALLIARD CREEKPROPOSED 18 L.F. OF 15" HDPEINV. IN = 1012.50INV. OUT = 1012.001700PROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET20100510HORIZONTAL SCALE IN FEET200100050100PROFILE LEGENDMCGALLIARD CREEKPIPE REFERENCEPIPE LEGEND : SEE SHEET C-11 FOR PIPE CHART#30' UNDISTURBED VEGETATION BUFFERDIVERT PROPOSED SWALE TOWARDSEXISTING CULVERT OF TRAILSEE DETAIL 7 ON SHEET C-9.1HIGH POINT, SWALE DIVERTS ONEITHER SIDEBEGINNING OF PROPOSED SWALEON CUT SIDE OF TRAILSEE DETAIL 7 SHEET C-9.1
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
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E
OH
E
OH
E
OH
E
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D
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I
S
S

R
D
.
W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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WWWWWWWWWWWWWWWWWWWWM SSSSSSSSSSSSSSSSLAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19UTILITY PLANC-41" = 20'PROPOSED WATER LINEPROPOSED SANITARY SEWER LINEEXISTING STORM LINEPROPOSED STORM PIPEEXISTING O/H ELECTRIC LINEEXISTING U/G ELECTRIC LINEEXISTING SANITARY SEWER LINEEXISTING WATER LINELEGENDOHEUG/ESSWSSWGENERAL NOTES:1.) THE POWER COMPANY WILL PROVIDE UNDERGROUND ELECTRICAL SERVICE TO THETRANSFORMER PAD. CONTRACTOR MUST PROVIDE ELECTRICAL SERVICE FROM THETRANSFORMER TO EACH BUILDING. CONTRACTOR TO COORDINATE WITH POWER COMPANYFOR FINAL COORDINATION OF UNDERGROUND CONDUITS ON SITE.2.) THE MUNICIPALITY SHALL MAKE ALL TAPS TO EXISTING LINES (AT OWNER'S EXPENSE) UNLESSOTHERWISE SPECIFICALLY AUTHORIZED BY THE TOWN PUBLIC WORKS DIRECTOR.3.) COORDINATE AS REQUIRED WITH MUNICIPALITY INSPECTIONS DURING CONSTRUCTION FORREQUIRED INSPECTIONS.4.) THIS SITE INDICATES POTABLE WATER SERVICE AND SANITARY SEWER LATERALS. NORTHCAROLINA STATE LAW REQUIRES THIS WORK TO BE INSTALLED BY A NORTH CAROLINALICENSED PLUMBER. ALL WORK MUST BE INSPECTED BY MUNICAPALITY.5.) ALL ON-SITE PVC PIPE SHALL BE PRESSURE CLASS SDR-26 WITH CLASS B BEDDING. PVCMUST BE MANDREL, CCTV, AND PRESSURE TESTED BY THE UTILITY CONTRACTOR ANDWITNESSED/INSPECTED BY THE MUNICAPALITY.6.) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE LOCATIONWIRE AND TAPE.7.) NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES ARETO BE INSPECTED BY THE JURISDICTION'S FIRE SERVICE PRIOR TO COVERING.8.) NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF CONSTRUCTION.9.) OWNER SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT OF ANY IMPROVEMENTSWITHIN THE SANITARY SEWER, WATER, DRAINAGE EASEMENT(S) DUE TO MAINTENANCE OFSEWER, WATER, STORM DRAIN OF TOWN.10.) ALL ELECTRIC POWER LINES, GAS DISTRIBUTION, TELEPHONE AND CABLE TELEVISION LINESSHALL BE PLACED UNDERGROUND.11.) BACKFLOW DEVICES FOR THE DOMESTIC WATER SERVICES MUST BE REDUCED PRESSUREASSEMBLIES INSTALLED TO MANUFACTURES SPECIFICATIONS.12.) SEE STORM AND UTILITY PROFILES FOR MAJOR UTILITY CROSSINGS13.) THE CONTRACTOR/PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THEWATER AND SANITARY SEWER MAINS AND APPURTENANCES LOCATED WITHIN THE PROJECTSCOPE UNTIL DEVELOPMENT COMPLETION.FIRE MARSHAL NOTES:1.) ALL FIRE HYDRANTS SHALL BE FITTED WITH HYDRANT MARKERS FOR INCLEMENT WEATHERLOCATION (3/8" x 60" BARCO PRODUCTS OR EQUIVALENT).2.) ALL STREET NUMBERS SHALL BE 8" MIN HEIGHT AND A COLOR CONTRASTING THE BUILDINGFINISH.SCALE IN FEET402001020KEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKCOPROPOSED 2" PVC DOMESTIC LINEPROPOSED WATER METER (3/4")PROPOSED 6" X 6" X 2" TAP, SADDLE, & VALVEPROPOSED 2" PVC DOMESTIC TIE-IN. SEESTRUCTURAL FOR RESTROOM UTILITY PADCOEX MHEXISTING WATER MAIN. CONTRACTOR TOVERIFY MATERIAL, SIZE, AND DEPTH PRIOR TOCONSTRCTUION.EXISTING UTILITY POLE AND ASSOCIATED GUYWIRES TO REMAINEXISTING SANITARY SEWER MAINCO6024
99510001005101010151020102510301035104010400+00 0+50
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-STR. 10142.00 L.F. OF24" HDPE@ 1.19%STR. 20162.10 L.F. OF15" HDPE@ 6.05%STR. 203106.00 L.F. OFPERFORATED 15" HDPE@ 0.71%STR. 202 (OPEN THROAT CB)
RIM = 1028.75
INV. IN =1025.25(W)
INV. OUT = 1025.25(E)
STR. 204 (OPEN THROAT CB)
RIM = 1029.50
INV. OUT = 1026.00(E)
STR. 100 (EW)
INV. = 1012.00
STR. 102 (EW)
INV. = 1012.50
STR. 200 (EW)
INV. = 1021.5099510001005101010151020102510301035 104010409951000100510101015102010251030103510401040-0+50 0+00 0+50 1+00 1+50 2+00
-02SS-147.66 L.F. OF4" PVC@ 9.47%SS-387.38 L.F. OF4" PVC@ 17.44%SS-531.20 L.F. OF4" PVC@ 1.23%SS-718.25 L.F. OF4" PVC@ 1.23%SS-4 (CLEAN OUT)
RIM=1030.75
INV. IN=1028.25(S)
INV. OUT=1028.25(NW)
SS-6 (CLEAN OUT)
RIM=1034.08
INV. IN=1028.54(E)
INV. OUT=1028.54()
SS-8 (CLEAN OUT)
RIM=1033.11
INV. OUT=1028.86(W)
SS-0 (EX MH)
RIM=1012.72
INV. IN=1008.72(SE)
INV. IN=999.40(SW)
INV. OUT=999.40(E)
SS-2 (CLEAN OUT)
RIM=1017.21
INV. IN=1013.24(SE)
INV. OUT=1013.21(NW)468PROPOSED INSIDE DROP2+50LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19NOTES:1) ALL CONVEYANCE HDPE IS TO BE SMOOTH INTERIOR HDPE N-12 PIPE PER ASTM F2468 WITHSOIL TIGHT GASKET AND BELL AND SPIGOT CONNECTION BY ADS OF APPROVED EQUAL.2) FOR UNDERGROUND DETENTION HDPE PIPE (NON-CONVEYANCE), SEE DRAINAGE DETAILS FORWATER TIGHT CONNECTIONS AND FITTINGS.3) "FGH" = FRAME, GRATE AND HOOD.4) "JB" = JUNCTION BOX5) ALL FGH IN LOW POINTS SHALL HAVE "TYPE E" GRATES.HYDRAULIC GRADE LINE (50-YR)LEGENDPROPOSED GRADEEXISTING GRADEVERTICAL SCALE IN FEET10502.55HORIZONTAL SCALE IN FEET1005002550TYPICAL "RIM" ELEVATION LOCATION:JUNCTION BOX"RIM" LOCATION (TOP OFMANHOLE)DRAINAGE & SANITARYSEWER PROFILESC-5AS SHOWNTYPICAL "RIM" ELEVATION LOCATION:OPEN THROAT INLET"RIM" LOCATION (TOP OFOPENING)
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51010100510009951015
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LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET402001020INITIALEROSION & SEDIMENTCONTROL PLANC-61" = 20'SITE DATATOTAL SITE AREA: 4.07 ACRESTOTAL DISTURBED AREA: 4.07 ACRESNPDES STABILIZATION TABLE:EXISTING VEGETATION TO REMAIN ASSTABILIZATION UNTIL GRADING BEGINSCOEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoXTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPTSTSTSTSTSMATCHLINE SHEET C-7.1
MATCHLINE SHEET 7-1
CONTRACTOR SHALL MAINTAIN CONSTRUCTIONENTRANCE AND REESTABLISH AT THE END OF EACHWORKING DAY, AS NECESSARY. IF SEDIMENT ANDDEBRIS MIGRATE OFFSITE, IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO SWEEP/CLEAN AS NECESSARY.EXISTING VEGETATION TO REMAIN ASSTABILIZATION UNTIL GRADING BEGINSKEY MAPC-1C-2C-4C-6C-1.1C-7.4C-7.3C-7.2C-7.1C-7RHODHISS LAKEMCGALLIARD CREEKSILT FENCE BREAK/WATTLE BARRIERSEE SHEET C-8.2MCGALLIARD CREEKANTICIPATED ACTIVITY SCHEDULE TRAILHEADBEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202123ACTIVITYSEE INTERMEDIATE - FINAL EROSION CONTROL PLANSFOR ADDITIONAL ACTIVITYINSTALL INITIAL EROSION & SEDIMENTCONTROL MEASURES AT TRAILHEAD (SILTFENCE AND WATTLE BARRIERS)SILT FENCE BREAK/WATTLE BARRIERSEE SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIERSEE SHEET C-8.2COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2EXISTING STORM LINE LEGENDXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXTEMPORARY SILT FENCEEROSION CONTROL NOTES:1.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONALADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROLDEVICES. 24 HR CONTACT: MR. ALEX GOTHERMAN, PLA., (828) 386-18662.) THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE PLACEPRIOR TO OR CONCURRENT WITH ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIREPROJECT3.) EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROLOR TREAT THE SEDIMENT SOURCE.4.) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, ALL LANDDISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT.5.) THIS PROJECT REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL NPDESSTORMWATER PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (PERMIT #NCG010000). ANY PERMIT NONCOMPLIANCE IS A VIOLATION OFTHE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY NCDENR.6.) THIS PROJECT REQUIRES COMPLIANCE WITH SEDIMENTATION AND POLLUTION CONTROL ACTSSELF-INSPECTION PROGRAM FOR EROSION AND SEDIMENT CONTROL. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO SUPPLY ALL NECESSARY INSPECTION REPORTS AND ANY OTHER INFORMATIONREQUIRED FOR COMPLIANCE.7.) MAINTAIN DISTANCE BETWEEN TOE OF SLOPE AND SEDIMENT FENCE; MAINTENANCE OF ALLSOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARYOR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE PROPERTY OWNER9.) ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE SLOPE'S TOE.10.) EROSION CONTROL DEVICES THAT ARE INSTALLED AS DIRECTED BY THE LAND DEVELOPMENTINSPECTOR BUT NOT SHOWN ON THE APPROVED PLAN AND WHICH ALSO SUBSEQUENTLY FAIL, ARETHE RESPONSIBILITY OF THE CONTRACTOR.11.) ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATESEASON. ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TOGROW.12.) TOPSOIL SHALL BE STOCKPILED AND USED TO DRESS FINAL GRADES.13.) STANDARDS & SPECIFICATIONS: ALL DESIGNS WILL CONFIRM TO AND ALL WORK WILL BEPERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS DETAILED IN THECURRENT DEVELOPMENT REGULATIONS OF BURKE COUNTY AND THE PUBLICATION "EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL".14.) THE CONTRACTOR WILL NOT ALLOW SILT TO ACCUMULATE IN THE STORM DRAINAGE PIPES.INSURE ANY SEDIMENTATION IS CLEARED AT END OF EACH DAY15.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OFANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THEPROPERTY OWNER TO CONTACT THE APPROPRIATE REGULARITY AGENCY FOR APPROVAL OF ANYWETLAND THAT IS DISTURBED.16.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OFANY LAND DISTURBING ACTIVITIES WHICH MAY IMPACT AND ENDANGERED SPECIES. IT IS THERESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCYFOR APPROVAL OF ANY DISTURBANCE WHICH MAY HAVE THIS EFFECT.1CONSTRUCTION ACCESS* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8BEGINNING OF TEMPORARY SILT FENCETO BE REMOVED ONCE ACTIVITY ONGREENWAY TRAIL BEGINSEND OF TEMPORARY SILT FENCETO BE REMOVED ONCE ACTIVITY ONGREENWAY TRAIL BEGINS
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51010100510009951015102010301010101510151020102510201025
10101015102010051000995101518" CMPINV=1007.33INV=1006.25PROPOSED 26 L.F. OF 15" HDPEINV. IN = 1014.00INV. OUT = 1013.25600PROPOSED 23 L.F. OF 24" HDPEINV. IN = 1006.00INV. OUT = 1005.50700PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1016.50INV. OUT = 1014.75400PROPOSED 11 L.F. OF 15" HDPEINV. IN = 1013.00INV. OUT = 1012.50500204OPEN THROAT CATCH BASINNCDOT STD 840.04OPEN ON ALL 4 SIDES202OPEN THROAT CATCH BASINNCDOT STD 840.04OPEN ON ALL 4 SIDES102ENDWALLNCDOT STD 838.80PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1025.50INV. OUT = 1025.00300LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET603001530MATCHLINE SEE SHEET C-7.1
INTERMEDIATE - FINALEROSION & SEDIMENTCONTROL PLANC-71" = 30' SITE DATATOTAL SITE AREA: 4.07 ACRESTOTAL DISTURBED AREA: 4.07 ACRESNPDES STABILIZATION TABLE:EXCAVATED INLET SEDIMENT TRAP(8' X 8' X 2') SEE SHEET C-8.2RECPRECPRECPRECPKEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPXCOMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2RECPRECPSILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2500- RIP-RAP, SEE SHEET C-8.3RECP(SWALE, SEE DETAIL 7 SHEET C-9.1 )30' UNDISTURBED VEGETATION BUFFEREXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED PEDESTRIAN PAVERPROPOSED RIP RAP APRONXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXRECP(DIVERSION SWALE)100MATCHLINE SEE SHEET C-1.1ENDWALLNCDOT STD 838.80ABOVE GRADE WASHOUT STRUCTURE(10'X10'X3') SEE SHEET C-8.2MCGALLIARD CREEKANTICIPATED ACTIVITY SCHEDULETRAILHEAD AND STATION 1+00 - 10+00BEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 20211215914EXCAVATE/GRADE STATION 1+00 - 10+00PIPE REFERENCEPIPE SYMBOL LEGEND : SEE SHEET C-11 FOR PIPE CHART#200ENDWALLNCDOT STD 838.80400- RIP-RAP, SEE SHEET C-8.1700- RIP-RAP, SEE SHEET C-8.3600- RIP-RAP, SEE SHEET C-8.3ACTIVITY7813BEGIN ACTIVITY AT OVERLOOK(SEE SHEET C-1.1 FOR ACTIVITY SCHEDULE)3EXCAVATE/GRADE TRAILHEAD10BEGIN ACTIVITY ON STATION 10+00 - 19+00SEE ACTIVITY SCHEDULE ON SHEET C-7.1 FORADDITIONAL ACTIVITYINSTALL PREFABRICATED RESTROOM AND PAVING6100- RIP-RAP, SEE SHEET C-8.1(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )STOCK PILE/STAGING AREATEMPORARY 6"AGGREGATE DRIVEWITH FILTER FABRIC. REESTABLISH ASNEEDED (TO BE REMOVED ANDSEEDED POST CONSTRUCTION)TEMPORARY 6" AGGREGATE TRAILWITH FILTER FABRIC. REESTABLISH AS NEEDED .(TO BE REPLACED WITH CLEAN AGGREGATEBEFORE PAVING)NO TRUCKS OR LARGEVEHICLES BEYOND THISPOINT(7 DAY STABALIZATION )(7 DAY STABALIZATION )300- RIP-RAP, SEE SHEET C-8.3RIPRAP INLET PROTECTIONSEE SHEET C-8.32' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.3EXISTING CULVERT(SWALE, SEE DETAIL 7 SHEET C-9.1 )SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2STABALIZE INLET WITH RIPRAP(MATCH APRON RIPRAP)COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.25INSTALL INTERMIEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: J HOOKS, ADDITIONAL WATTLEBARRIERS, AND SILT FENCING.INSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT STATION 1+00 - 10+0012INSTALL INTERMEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: SUCH AS J HOOKS, ADDITIONALWATTLE BARRIERS, AND SILT FENCING. AT STATION 1+00 -10+00CLEAR, GRUB WITH 7 DAY STABILIZATION:TRAILHEADCLEAR, GRUB WITH 7 DAY STABILIZATION:STATION 1+00 - 10+00EROSION CONTROL NOTES:1.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONALADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROLDEVICES. 24 HR CONTACT: ALEX GOTHERMAN, PLA., (828) 386-18662.) THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE PLACEPRIOR TO OR CONCURRENT WITH ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIREPROJECT3.) EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROLOR TREAT THE SEDIMENT SOURCE.4.) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, ALL LANDDISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT.5.) THIS PROJECT REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL NPDESSTORMWATER PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (PERMIT #NCG010000). ANY PERMIT NONCOMPLIANCE IS A VIOLATION OFTHE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY NCDENR.6.) THIS PROJECT REQUIRES COMPLIANCE WITH SEDIMENTATION AND POLLUTION CONTROL ACTSSELF-INSPECTION PROGRAM FOR EROSION AND SEDIMENT CONTROL. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO SUPPLY ALL NECESSARY INSPECTION REPORTS AND ANY OTHER INFORMATIONREQUIRED FOR COMPLIANCE.7.) MAINTAIN DISTANCE BETWEEN TOE OF SLOPE AND SEDIMENT FENCE; MAINTENANCE OF ALLSOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARYOR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE PROPERTY OWNER9.) ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE SLOPE'S TOE.10.) EROSION CONTROL DEVICES THAT ARE INSTALLED AS DIRECTED BY THE LAND DEVELOPMENTINSPECTOR BUT NOT SHOWN ON THE APPROVED PLAN AND WHICH ALSO SUBSEQUENTLY FAIL, ARETHE RESPONSIBILITY OF THE CONTRACTOR.11.) ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATESEASON. ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TOGROW.12.) TOPSOIL SHALL BE STOCKPILED AND USED TO DRESS FINAL GRADES.13.) STANDARDS & SPECIFICATIONS: ALL DESIGNS WILL CONFIRM TO AND ALL WORK WILL BEPERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS DETAILED IN THECURRENT DEVELOPMENT REGULATIONS OF BURKE COUNTY AND THE PUBLICATION "EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL".14.) THE CONTRACTOR WILL NOT ALLOW SILT TO ACCUMULATE IN THE STORM DRAINAGE PIPES.INSURE ANY SEDIMENTATION IS CLEARED AT END OF EACH DAY15.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OFANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THEPROPERTY OWNER TO CONTACT THE APPROPRIATE REGULARITY AGENCY FOR APPROVAL OF ANYWETLAND THAT IS DISTURBED.16.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OFANY LAND DISTURBING ACTIVITIES WHICH MAY IMPACT AND ENDANGERED SPECIES. IT IS THERESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCYFOR APPROVAL OF ANY DISTURBANCE WHICH MAY HAVE THIS EFFECT.STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT TRAILHEAD4SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, EXPANDCONSTRUCTION ACCESS.STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT STATION 1+00 - 10+00SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, TEMPORARYGRAVEL DRIVE AND TRAIL11* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8RECP(SWALE)(7 DAY STABALIZATION )CONTRACTOR SHALL MAINTAIN CONSTRUCTIONENTRANCE AND REESTABLISH AT THE END OF EACHWORKING DAY, AS NECESSARY. IF SEDIMENT ANDDEBRIS MIGRATE OFFSITE, IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO SWEEP/CLEAN AS NECESSARY.RIPRAP INLET PROTECTIONSEE SHEET C-8.3RIPRAP INLET PROTECTIONSEE SHEET C-8.3RIPRAP INLET PROTECTIONSEE SHEET C-8.3
10+0011+0012+0013+0014+0015+0016+0017+0018+0019+00SSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1015
102010201011101210131014101610171018
101910191021102110221022
1010
1011
1012101010091011
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LO
C
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LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
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LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOCLOC
LOCLOCLOCLOCLOC10
2
5
102510301025103010221
0
2
510201
0
1
51015101510101010
10101
0
1
5
1
0
1
5
1020PROPOSED 20 L.F. OF 24" HDPEINV. IN = 1013.00INV. OUT = 1012.50800PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1007.00INV. OUT = 1006.50900BPROPOSED 22 L.F. OF 15" HDPEINV. IN = 1006.00INV. OUT = 1005.501000PROPOSED 18 L.F. OF 15" HDPE1
0
0
5
1
0
0
0
9
9
51005100099510009951005
1
0
1
0
1
0
0
5
1
0
0
0
9
9
5PROPOSED 20 L.F. OF 15" HDPEINV. IN = 1007.00INV. OUT = 1006.50900ALAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET603001530MATCHLINE SHEET C-7.2
MATCHLINE SHEET C-7 RECPRECPRECPRECPINTERMEDIATE - FINALEROSION & SEDIMENTCONTROL PLANC-7.11" = 30' KEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPXRECPSILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2800 - RIP-RAP, SEE SHEET C-8.31000 - RIP-RAP, SEE SHEET C-8.330' UNDISTURBED VEGETATION BUFFEREXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED PEDESTRIAN PAVERPROPOSED RIP RAP APRONXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXNPDES STABILIZATION TABLE:MCGALLIARD CREEKPIPE REFERENCEPIPE SYMBOL LEGEND : SEE SHEET C-11 FOR PIPE CHART#ANTICIPATED ACTIVITY SCHEDULESTATION 10+00 - 19+00BEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202112ACTIVITY4EXCAVATE/GRADE STATIONS 10+00 - 19+007BEGIN ACTIVITY ON STATION 19+00 - 28+008SEE ACTIVITY SCHEDULE ON SHEET C-7.2 FORADDITIONAL ACTIVITY900A - RIP-RAP, SEE SHEET C-8.3900B - RIP-RAP, SEE SHEET C-8.3(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2(SWALE, SEE DETAIL 7 SHEET C-9.1 )(SWALE, SEE DETAIL 7 SHEET C-9.1 )(SWALE, SEE DETAIL 7 SHEET C-9.1 )2' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.3SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2INSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT STATION 10+00 - 19+00CLEAR, GRUB WITH 7 DAY STABILIZATION:STATION 10+00 - 19+00STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT STATION 10+00 - 19+0036INSTALL INTERMEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: SUCH AS J HOOKS, ADDITIONALWATTLE BARRIERS, AND SILT FENCING. AT STATION 10+00 -19+00SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, TEMPORARYGRAVEL DRIVE AND TRAIL5* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8RIPRAP INLET PROTECTIONSEE SHEET C-8.3
19+0020+0021+0022+0023+0024+0025+0026+0027+0028+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1
0
1
010101007100810091
0
1
1101110121
0
1
2
101
310131010100710081009XXX
XXXXXX X X X X X X XX X
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
L
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LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC1015100510101010100510101005100099510101015 1010100510009951015102010101005100010051010 1015101510151010101510151010101048" RCP48" RCP INV=993.46INV=993.18INV=994.01INV=994.75PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001100PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1008.50INV. OUT = 1008.0012001000995100510009951000995LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET603001530MATCHLINE SHEET C-7.3
MATCHLINE SHEET C-7.1RECPRECPRECP
INTERMEDIATE - FINALEROSION & SEDIMENTCONTROL PLANC-7.21" = 30' KEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPXRECPRECP1100 - RIP-RAP, SEE SHEET C-8.330' UNDISTURBED VEGETATION BUFFEREXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED PEDESTRIAN PAVERPROPOSED RIP RAP APRONXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXNPDES STABILIZATION TABLE:MCGALLIARD CREEKTURN SILT FENCE UP SLOPETO CREATE J-HOOK STORAGE AREAS WITH WATTLE BARRIERSPIPE REFERENCEPIPE SYMBOL LEGEND : SEE SHEET C-11 FOR PIPE CHART#(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )1200 - RIP-RAP, SEE SHEET C-8.3COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2(SWALE, SEE DETAIL 7 SHEET C-9.1 )(SWALE, SEE DETAIL 7 SHEET C-9.1 )TURN SILT FENCE UP SLOPETO CREATE J-HOOK STORAGEAREAS WITH WATTLE BARRIERSEXISTING CULVERT(SWALE, SEE DETAIL 7 SHEET C-9.1 )2' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.3SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE DETAIL 1, SHEET C-8.2ANTICIPATED ACTIVITY SCHEDULESTATION 19+00 - 28+00BEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202112ACTIVITY4EXCAVATE/GRADE STATIONS 19+00 - 28+007BEGIN ACTIVITY ON STATION 28+00 - 37+008SEE ACTIVITY SCHEDULE ON SHEET C-7.3 FORADDITIONAL ACTIVITYINSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT STATION 19+00 - 28+00CLEAR, GRUB WITH 7 DAY STABILIZATION:STATION 19+00 - 28+00STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT STATION 19+00 - 28+0036INSTALL INTERMEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: SUCH AS J HOOKS, ADDITIONALWATTLE BARRIERS, AND SILT FENCING. AT STATION 19+00 -28+00SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, TEMPORARYGRAVEL DRIVE AND TRAIL5* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8
28+0029+0030+0031+0032+0033+0034+0035+0036+0037+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS10101
0
0
9
1011
1011101
110121
0
1
2
101210131014X
XXXXXXXXXXXXX
XX
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
LOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
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LOC
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LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC1015102010151010101010101
0
0
5101010101005100510101000995101010051000995101510151015
1015101510101000995101510201020102010201025PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001300PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1007.50INV. OUT = 1007.001400PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1009.50INV. OUT = 1009.001500PROPOSED 18 L.F. OF 15" HDPEINV. IN = 1010.50INV. OUT = 1010.001600LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET603001530MATCHLINE SHEET C-7.2
MATCHLINE SHEET C-7.4
RECPINTERMEDIATE - FINALEROSION & SEDIMENTCONTROL PLANC-7.31" = 30' KEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPXRECPRECPSILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.21500- RIP-RAP, SEE SHEET C-8.330' UNDISTURBED VEGETATION BUFFEREXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED PEDESTRIAN PAVERPROPOSED RIP RAP APRONXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXNPDES STABILIZATION TABLE:MCGALLIARD CREEKPIPE REFERENCEPIPE SYMBOL LEGEND : SEE SHEET C-11 FOR PIPE CHART#(7 DAY STABALIZATION )(7 DAY STABALIZATION )(7 DAY STABALIZATION )1600- RIP-RAP, SEE SHEET C-8.31400- RIP-RAP, SEE SHEET C-8.3COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.2(SWALE, SEE DETAIL 7 SHEET C-9.1 )(SWALE, SEE DETAIL 7 SHEET C-9.1 )2' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.32' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.3ANTICIPATED ACTIVITY SCHEDULESTATION 28+00 - 37+00BEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202112ACTIVITY4EXCAVATE/GRADE STATIONS 28+00 - 37+007BEGIN ACTIVITY ON STATION 37+00 - 41+038SEE ACTIVITY SCHEDULE ON SHEET C-7.4 FORADDITIONAL ACTIVITYINSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT STATION 28+00 - 37+00CLEAR, GRUB WITH 7 DAY STABILIZATION:STATION 28+00 - 37+00STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT STATION 28+00 - 37+0036INSTALL INTERMEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: SUCH AS J HOOKS, ADDITIONALWATTLE BARRIERS, AND SILT FENCING. AT STATION 28+00 -37+00SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, TEMPORARYGRAVEL DRIVE AND TRAIL5* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-81300- RIP-RAP, SEE SHEET C-8.3
37+0038+0039+0040+0041+0041+03SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1015
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PINV=1008.27INV=995.36PROPOSED 18 L.F. OF 15" HDPEPROPOSED 18 L.F. OF 15" HDPEINV. IN = 1012.50INV. OUT = 1012.001700LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19SCALE IN FEET603001530MATCHLINE SHEET C-7.3 RECPINTERMEDIATE - FINALEROSION & SEDIMENTCONTROL PLANC-7.41" = 30' KEY MAPC-7.4C-7.3C-7.2C-7.1C-7C-1C-2C-4C-6C-1.1RHODHISS LAKEMCGALLIARD CREEKEROSION AND SEDIMENT CONTROL LEGENDPRACTICEMAP SYMBOLDETAILCONSTRUCTION EXITSEDIMENT FENCEDISTURBED AREASTABILIZATION (WITHTEMPORARY SEEDING)DISTURBED AREASTABILIZATION (WITHPERMANENT VEGETATION)DUST CONTROL ONDISTURBED AREASLIMITS OF DISTURBANCEN/ACoTSPSDCLOCSILT SACK INLETPROTECTIONMATTING AND BLANKETINGRECPRECPXRECPSILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.21700 - RIP-RAP, SEE SHEET C-8.330' UNDISTURBED VEGETATION BUFFEREXISTING STORM LINEPROPOSED STORM PIPE LEGENDPROPOSED PEDESTRIAN PAVERPROPOSED RIP RAP APRONXPROPOSED SILT FENCE BREAK ANDWATTLE BARRIERXNPDES STABILIZATION TABLE:MCGALLIARD CREEKPIPE REFERENCEPIPE SYMBOL LEGEND : SEE SHEET C-11 FOR PIPE CHART#(7 DAY STABALIZATION )(7 DAY STABALIZATION )COMPOST SOCK BARRIER DETAILSEE DETAIL 2, SHEET C-8.2(SWALE, SEE DETAIL7 SHEET C-9.1 )RECP(7 DAY STABALIZATION )(SWALE, SEE DETAIL 7 SHEET C-9.1 )SILT FENCE BREAK/WATTLE BARRIER, TYP.SEE SHEET C-8.22' X 12' RIPRAP CHANNEL AT INLETTO MATCH APRON RIPRAP, TYP.SEE SHEET C-8.3EXISTING CULVERTANTICIPATED ACTIVITY SCHEDULESTATION 37+00 - 41+03BEGIN CONSTRUCTION - OCT. 19, 2020END CONSTRUCTION - MAY 19, 202112ACTIVITY4EXCAVATE/GRADE STATIONS 37+00 - 41+03INSTALL INITIAL EROSION & SEDIMENT CONTROLMEASURES AT STATION 37+00 - 41+03CLEAR, GRUB WITH 7 DAY STABILIZATION:STATION 37+00 - 41+03STABILIZE RUNOFF CONVEYANCE SYSTEMS SUCH ASCOMPOST SOCK BARRIERS AT STATION 37+00 - 41+0336INSTALL INTERMEDIATE/FINAL EROSION & SEDIMENTCONTROL MEASURES: SUCH AS J HOOKS, ADDITIONALWATTLE BARRIERS, AND SILT FENCING. AT STATION 37+00 -41+03SURFACE STABILIZATION: TEMPORARY SEEDING, MULCH,SODDING RIPRAP APRONS AND CHANNELS, TEMPORARYGRAVEL DRIVE AND TRAIL57BEGIN CRUSHER FINES TRAIL INSTALLATIONFROM STATION 41+03 TO 1+008PAVING & PERMANENT GRAVEL SURFACEINSTALLATION AT AND TRAILHEAD9INSTALL LANDSCAPE, FINAL SURFACESTABILIZATION, AND SITE FURNITURE10FINAL CLEAN UP* REFERENCE E&SC MAINTENANCE NOTES FOR E&SC BESTPRACTICES ON SHEET C-8
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19EROSION CONTROLDETAILSC-8SEE DETAIL EROSION CONTROL NOTES:1.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISECONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES. 24 HR CONTACT: MR. ALEX GOTHERMAN,PLA., 828-386-1866.2.) THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE PLACE PRIOR TO OR CONCURRENTWITH ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT3.) EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THEAPPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.4.) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURESAND PRACTICES PRIOR TO, OR CONCURRENT WITH, ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT.5.) THIS PROJECT REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL NPDES STORMWATER PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT #NCG010000).ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY NCDENR.6.) THIS PROJECT REQUIRES COMPLIANCE WITH SEDIMENTATION AND POLLUTION CONTROL ACTS SELF-INSPECTION PROGRAM FOR EROSION AND SEDIMENT CONTROL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY ALL NECESSARY INSPECTION REPORTS AND ANY OTHER INFORMATION REQUIRED FOR COMPLIANCE.7.) SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULLVOLUME. WHEN SILT FENCES BECOME 1/3 FULL OF SEDIMENT, THE SEDIMENT MUST BE REMOVED.8.) MAINTAIN DISTANCE BETWEEN TOE OF SLOPE AND SEDIMENT FENCE; MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMESTHE RESPONSIBILITY OF THE PROPERTY OWNER9.) ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE SLOPE'S TOE.10.) EROSION CONTROL DEVICES THAT ARE INSTALLED AS DIRECTED BY THE LAND DEVELOPMENT INSPECTOR BUT NOT SHOWNON THE APPROVED PLAN AND WHICH ALSO SUBSEQUENTLY FAIL, ARE THE RESPONSIBILITY OF THE CONTRACTOR.11.) ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. ADDITIONAL PLANTINGSWILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TO GROW.12.) TOPSOIL SHALL BE STOCKPILED AND USED TO DRESS FINAL GRADES.13.) STANDARDS & SPECIFICATIONS: ALL DESIGNS WILL CONFIRM TO AND ALL WORK WILL BE PERFORMED IN ACCORDANCEWITH THE STANDARDS AND SPECIFICATIONS DETAILED IN THE CURRENT DEVELOPMENT REGULATIONS OF WATAUGA COUNTY AND THE PUBLICATION "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL".14.) THE CONTRACTOR WILL CLEAN OUT ACCUMULATED SILT IN THE STORM DRAINAGE PIPES AT END OF CONSTRUCTION WHENDISTURBED AREAS HAVE BEEN STABILIZED.15.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OF ANY LAND DISTURBINGACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULARITY AGENCY FOR APPROVAL OF ANY WETLAND THAT IS DISTURBED.16.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY BURKE COUNTY OR EPD OF ANY LAND DISTURBINGACTIVITIES WHICH MAY IMPACT AND ENDANGERED SPECIES. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TOCONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY DISTURBANCE WHICH MAY HAYVE THIS EFFECT.NPDES STORMWATER DISCHARGE PERMIT NOTESMONITORING & INSPECTIONS1) CONTRACTOR MUST KEEP A RAIN GAUGE ON SITE.2) DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS ORSTREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.3) CONTRACTOR MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALFINCH (DURING A 24-HOUR PERIOD). CONTRACTOR MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.4) CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE AND EVALUATE THE EFFECT ON NEARBY STREAMS ORWETLANDS. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR CAUSES A VISIBLEINCREASE IN TURBIDITY (CLOUDINESS) OF ANY WATERBODY5) CONTRACTOR SHALL KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.NONCOMPLIANCE & FINESPROJECTS THAT VIOLATE STORMWATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVILPENALTIES OF UP TO $25,000.00 PER DAY FOR EACH VIOLATION MAY BE ASSESSED.STORMWATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMITTHE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE-SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THECONSTRUCTION AND DEVELOPMENT PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:A) EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED ANDMAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OF THE STATE. FUELS,LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTOSURFACE WATERS. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE WATERS, SURFACE OR GROUND,OF THE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.B) MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.C) BUILDING MATERIAL WASTE HANDLINGi) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES, CHAPTER130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA ADMINISTRATIVE CODESECTION 15A NCAC 13B).ii) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, ANDHAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CANBE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.iii) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.iv) LITTER AND SANITARY WASTE - THE CONTRACTOR SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THESITE.D) LOCATION OF STOCK PILES - LOCATE EARTHEN-MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACEWATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.E) HANDLING OF CONCRETEi) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACEWATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES FROMONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT - NCG140000.)ii) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTEREGULATIONS.E&SC MAINTENANCE NOTES1) EXCAVATED INLET PROTECTION (TEMPORARY):INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORMUNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TOPROVIDE SATISFACTORY BASIN EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OFTHE BASIN HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLYOVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY.2) SILT FENCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRINGING THE AREA TO GRADE STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEENPROPERLY STABILIZED.3) COMPOST SOCK/WATTLE BARRIER:INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT ANDANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.4) RIPRAP:IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDEDIN SOME LOCATIONS5) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODICTOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.6) JUTE MATTING & COMPOST BLANKETS:A-INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.B-GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOTOCCUR BENEATH THE RECP.C-ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THEGROUND SHALL BE REPAIRED AND STAPLED.D-IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BEFIXED AND THE ERODED AREA PROTECTED.F-MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER ISESTABLISHED.G- INSPECT COMPOST BLANKETS WEEKLY AND WITHIN 24 HOURS OF A RAINFALL EVENT OF ½ INCH OR GREATER. IF FAILURE OR DAMAGE TO THEBLANKET OCCURS OR IF VEGETATION DOES NOT ESTABLISH WITHIN THE EXPECTED GERMINATION TIME OF THE SELECTED SEED TYPE,REAPPLY COMPOST AND SEED TO THE AFFECTED AREA TO RETURN IT TO THE ORIGINAL CONDITION. TAKE ADDITIONAL MEASURES AS NECESSARY TOESTABLISH PERMANENT GROUND COVER. COMPOST BLANKETS SHALL BE INSPECTED UNTIL PERMANENT VEGETATION ISESTABLISHED. RECP PLACED OVER THE COMPOST BLANKET SHOULD BE REPAIRED IF IT HAS BEEN MOVED OR DAMAGED BY WIND OR STORM RUNOFFAND/OR IF PART OF OR THE WHOLE BLANKET IS NOT IN CONTACT WITH THE SOIL SURFACE7) RIPRAP CHANNEL:INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THEOUTLET AND INLET SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS, ANDLOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THECHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT-OF-BANK FLOW.ADDTIONAL MAINTENANCE NOTES: CONTRACTOR MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCEOF STORMWATER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL FACILITIES ARE NOT OPERATING PROPERLY.OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:a) REGULARLY CLEANING OUT SEDIMENTATION BASINS.b) STABILIZING ERODED BANKS OR SPILLWAY STRUCTURES.c) REPAIRING/CLEARING OUT INLETS AND OUTLETS.d) REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE.e) REPAIRING SILT FENCE DAMAGE.NPDES STABILIZATION TABLE:
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19EROSION CONTROLDETAILSC-8.1SEE DETAIL 1'-0"1'-2"6"9"0.86'0.37'6"9"36"15'-20'15'3'TEMPORARILY STAKE MATUNDER MODERATE TENSION.PULL OUT TEMPORARY STAKES WHEN NOLONGER NEEDED FOR TENSIONING.STEP 4:ROLL N0. 1ROLL N0. 3ROLL N0. 2SEQUENTIAL ROLL RUN OUT INCHANNELS3' OVERLAP0.1
6
'5'1. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM.2. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID CHANNEL AND PINNED WITH TEMPORARY STAKES TO MAINTAIN ALIGNMENT.3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL FOR ALIGNMENT TO CHANNEL CENTER.4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE.5. USE 3' OVERLAP AND STAKE AT 5' INTERVAL ALONG SEAMS.6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT LINING AT ROLL ENDS.PICTORAL VIEW OF TRANSVERSE SLOTUPSTREAM TERMINALTRANSVERSE CHECK SLOTDOWNSTREAM TERMINALSEE NOTES 3-65'STAKEA. ROLL MAT UPSTREAM OVERREFILLED TERMINAL.B. STAKE MAT DOWN TOANCHOR TERMINAL.C. PROGRESS UPSTREAM WITHROLL.STEP 3:BACKFILL TERMINALSLOT.STEP 2: STAKE MAT INTO SLOT.STEP 1: CUT TERMINAL SLOT.STEP 4: BACKFILL AND PROGRESSUPSTREAM.STEP 3: TUCK MAT LAP INTOSLOT & STAKE.STEP 2: WORK UPSTREAM ACROSSSLOT LAP BACK 15'.STEP 1: CUT CHECK SLOT.STEP 4: A. REVERSE MAT ROLL DIRECTION TOOVERLAY CHECK SLOT.B. STAKE MAT TO ANCHOR TERMINAL.STEP 3: A. STAKE MAT INTO SLOT.B. USE 1"x3" PRESSURE-TREATED BOARD TO BRACEMAT AGAINST VERTICAL CUT.C. BACKFILL AND COMPACT.STEP 2: SNUG MAT INTOSLOT.STEP 1: CUT TERMINAL SLOT.JUTE MATTING AND BLANKETSNOT TO SCALERECPTYPICAL EROSION CONTROLNOT TO SCALE14" PER FT. SLOPESEED AND FERTAILIZETO LIMITS OF DISTURBANCE1PLASTIC OR WIRETIESNATURAL GROUNDFILTER FABRIC24"WIRE FENCESTEEL POSTBACKFILL TRENCH AND COMPACT THOROUGHLY8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCESTEEL POSTWIRE FENCE24"FILTER FABRIC8" MINNATURAL GROUND8" DOWN & 4" FORWARDALONG THE TRENCH18-24"4" MIN.FLOWSILT FENCE DETAILNOT TO SCALESFLC PUBLIC ROADR/W6" DEEP STONE PAD ASTM STONE SIZENUMBER 1 3 1/2 " TO 1 1/2 " DIAM.(MAINTAIN TO PREVENT TRACKING MUDONTO PUBLIC ROADS.)GEOTEXTILEUNDERLINER.SHALL BE AT FULLLENGTH AND WITHOF ENTRANCETEMP. CULVERT. IFREQUIRED FOR DRAINAGESTONE PADRAIL (OPTIONAL)R/WNOTE: THE CONSTRUCTION EXIT PAD SHALL BE ATLEAST 50 FEET IN LENGTH, SHALL OCCUPY THE FULL WIDTH OFVEHICLE EGRESS, AND SHALL BE COMPLETELY UNDERLAIN BYSUITABLE GEOTEXTTILE.COTEMPORARY CONSTRUCTION ENTRANCENOT TO SCALE5' MIN.50'30'APPLY DUST CONTROL TOGREENWAY (AS NEEDED)SEED AND FERTAILIZETO LIMITS OF DISTURBANCESILT FENCEADHESIVEWATER DILUTIONNOZZLE TYPEAPPLICATION(GAL/ACRE)TABLE 1.SPRAY-ON ADHESIVE APPLICATION REQUIREMENTSANIONIC ASPHALT EMULSION7:1*COURSE SPRAY1,200LATEX EMULSION12.5:1*FINE SPRAY235RESIN-IN-WATER EMULSION4:1*FINE SPRAY300DUST CONTROL ON DISTURBED AREAS* USE MANUFACTURER'S RECOMMENDATIONS WHEN AVAILABLE1.) APPLY ACCORDING TO APPROVED PLAN, IF SHOWN.2.) MULCH DISTURBED AREAS AND TACKIFY WITH RESINS SUCH ASASPHALT, CURASOL, OR TERRATACK ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.3.) STABILIZE DISTURBED AREAS WITH TEMPORARY OR PERMANENTVEGETATION.4.) IRRIGATE DISTURBED AREAS UNTIL SURFACE IS WET.5.) COVER SURFACES WITH CRUSHED STONE OR GRAVEL.6.) APPLY CALCIUM CHLORIDE AT A RATE TO KEEP SURFACES MOIST.7.) APPLY SPRAY-ON ADHESIVES TO MINERAL SOILS (NOT MUCKSOILS) AS DESCRIBED IN TABLE 1.DC
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19EROSION CONTROLDETAILSC-8.3SEE DETAIL SILT FENCE WATTLE BREAK DETAILNOT TO SCALECOMPOST SOCK BARRIER DETAILNOT TO SCALETSFALLNOT TO SCALETSWINTER/EARLY SPRINGNOT TO SCALETSSUMMERNOT TO SCALESEEDINGNC MOUNTAIN RIPARIAN MIXERNMX #: ERNMX-304SEEDING RATE: 20LB/ACREMIX TYPE:RIPARIAN SITESSPECIES LIST:20% DERRTPNGUE, 'TIOGA'20% INDIANGRASS, NC ECOTYPE20% VIRGINIA WILDRYE, 'SUTHER' - NC ECOTYPE20% REDTOP PANICGRASS, COASTAL PLAIN NC ECOTYPE18% BIG BLUESTEM, 'SUTHER' - PIEDMONT NC ECOTYPE2% WINTER BENTGRASS, PIEDMONT NC ECOTYPEPANICUM VIRGATUMPANICUM VIRGATUMCONCRETE WASHOUTNOT TO SCALENOTES:1. USE MINIMUM 20" NOMINAL DIAMETER EXCELSIOR WATTLEOR EQUIVALENT.2. COMPOST SOCK LENGTH VARIES BETWEEN 10'-30'. ONECONTINUOUS LENGTH IS PREFERRED. REFER TO ELEVATIONFOR JOINT OVERLAP SPECIFICATIONS.3. EXCAVATE A 3" TRENCH FOR COMPOST SOCK TO BE PLACED.4. DO NOT PLACE COMPOST SOCKS ON TOE OF SLOPE.5. USE WOODEN STAKES WITH A 2 INCH BY 2 INCH NOMINALCROSS SECTION.6. PROVIDE STABLE MODE OF 0, 125 IN, DIAMETER STEEL WIREFORMED INTO A "U" SHAPED NOT LESS THAN 12" IN LENGTH.7. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAL FOOTON BOTH SIDES OF COMPOST SOCK AND AT EACH END TOSECURE TO THE SOIL.8. VERTICAL SPACING OF 5' - 10' ON CENTER. ADJUST SPACINGFOR A MINIMUM OF 2 CONSECUTIVE COMPOST SOCKS PERRIPRAP APRON.9. COMPOST SOCKS TO REMAIN ON SITE AFTERCONSTRUCTION ACTIVITY IS OVER.4' MAX STAKE SPACING2" X 2" STAKEINSTALL WATTLE IN3" DEEP TRENCHLENGTH VARIES BASED ON RIPRAP APRON(SEE EROSION & SEDIMENT CONTROL PLANS)FRONT VIEWMAINTAIN 5'-10' SPACINGBETWEEN COMPOST SOCKSWHERE APPLICABLE STACK THREE (3) CONSECUTIVE COMPOST SOCKS WHERE APPLICABLE.END OF RIP RAP APRON(SEE EROSION & SEDIMENTCONTROL PLANS)INSTALL COMPOST SOCK IN3" DEEP TRENCH3"3"1'20"2" X 2" STAKEINSTALL COMPOST SOCKIN 3" DEEP TRENCHXXSILT FENCE BREAK AT FIRSTCOMPOST SOCK (BOTH SIDES)COMPOST SOCK TO EXTENDBEYOND RIPRAP APRON ANDCURVED UPSLOPE1'1' WATTLE JOINTOVERLAPEXCAVATED INLET SEDIMENT TRAPNOT TO SCALE
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19EROSION CONTROLDETAILSC-8.3SEE DETAIL RIPRAP INLET PROTECTIONNOT TO SCALEBLANKETFILTER AAPLANSECTION A-ARRRIP RAP APRON AND SUMMARYNOT TO SCALENOTES:1. L IS THE LENGTH OF THE RIPRAP APRON.2. D= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE TOP OF PIPEOR TO THE TOP OF THE BANK, WHICHEVER IS LESS.4. A FILTER BLANKET OR FILTER FABRIC SHELL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.5. GRADED RIPRAP STONE (MIN. 50 LB. STONE) NSA. NO. R-4 - 12" mix. 6" ave6. FILTER STONE NO. FS-2L = 6 X PIPE DIA.WDNORMAL GROUND LEVELDESIGN TOP WIDTH(SEE GRADING PLAN/GREENWAY TRAIL & PROFILE PLANS)DESIGN DEPTH(SEE GRADING PLAN/GREENWAYTRAIL & PROFILE PLANS))RIPRAP SIZE TO MATCH RIPRAP APRON AT CULVERTEXCAVATED SUBGRADEFILTER FABRICCULVERT INLETMAX SLOPE 1:1(SEE GRADING PLAN/GREENWAYTRAIL & PROFILE PLANS)RIPRAP TO STABILIZE SLOPES AROUND INLETNATURAL GROUNDWRAP WITH COMPOST SOCKDURING CONSTRUCTIONRRRIPRAP CHANNELNOT TO SCALERR
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19A2'-0"A4" BLUE PAINTED LINES (TWO COATS)FOR HANDICAPPED SPACE DELINEATION.4"WHITE LINES (PED SPACESDELINEATIONS.ACCESSIBLE PARKINGNOT TO SCALE9'9'9'1EDGE OF PAVEMENT OR WALK#4 GALVANIZED DOWELSPARKING STALLSTRIPINGSTANDARD PREFABRICATED WHEEL STOPAPPROX. 6" HIGH, 9" WIDE AND 7'-0" LONGPRECAST OF 3,500 PSI AIR-ENTRAINEDCONCRETE WITH CHAMFERED CORNERSAND DRAINAGE SLOTS ON THE UNDERSIDEDRAINAGE SLOTS(STANDARD PRECASTDIMENSION)COUNTER SINK GALV. DOWELS1" BELOW SURFACE OF CONCRETEFILL WITH GROUTCONCRETE WHEEL STOPR=2" CAST ORRUBBED14" PITCH OPTIONALNO. 4 BARS, 18" LONG(TWO PER GUARD)5/8"OR 3/4"HOLES5"MIN.6"MAX.2"MIN.3"MAX.2"MIN.3"MAX.8"MIN.9"MAX.4"MIN.5"MAX.2"MIN.3"MAX.7'12" ±2'EQUALEQUALWHEEL STOP DETAILNOT TO SCALE4CONSTRUCTION DETAILSC-9SEE DETAIL POLE/WALL MOUNTED ACCESSIBLE PARKING SIGN(R7-8E)NOT TO SCALECHANNELEDSTEEL POSTGRADE VARIESRESERVEDCONCRETE FOOTING26"
5'-0" (MIN.)
*7'-0" (MIN.)2'-0"6"1'-0"PARKINGMAXIMUMPENALTY$250GS 20-37.6VANACCESSIBLE6"12"12"NOTES;1) * SIGN TO BE MOUNTED A MIN. OF 7'-0" FROM GRADE IF ADJACENT TO PEDESTRIAN PATH.2) WHEN SIGN IS TO BE MOUNTED ON THE SIDE OF A BLDG., HEIGHTS ARE REGULATED AS STATED ABOVE.TYPICAL COLOR SCHEMEBACKGROUND - WHITELETTERING/BORDER - GREENARROW - GREENSYMBOL - WHITE ON BLUE FIELDCORNER RADIUS = 1-1/2" (TYP.)32R1-1 "STOP" SIGNNOT TO SCALEADA SIGNS2'-6"CONCRETE BENCH PADSEE DETAIL FOR SCALE510'3'3' X 10' CONCRETE BENCH PADADA CLEARANCE 3' X 4' MINIMUM3'4'LANDSCAPE AREAFOOTER BENEATHSCORE JOINT DOWN CENTERLINEA38"6"EXPANSION JOINT AT ASPHALT8" CONCRETE PAD - SURFACESHALL HAVE NON-SKID BROOMFINISH6" AGGREGATE BASETOP 12" OF EXISTING SUBGRADECOMPACTED TO 95% MIN. STANDARDPROCTOR DENSITYFINISHED GRADESEE GRADING PLANSHIEIGHTVARIESPLANSCALE: 1/2" = 1'SECTIONSCALE: 1" = 1'WHEEL STOP6" CURBNTS6
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19CONSTRUCTION DETAILSC-9.1SEE DETAIL CENTER "STOP" WITH CENTER OFSTOP BARUSE THIS DETAIL FOR INTERNAL PARKING AREA CIRCULATIONCONTROL.STOP BARS ADJACENT TO THE RIGHT OF WAY OR WITHIN A RIGHTOF WAY SHALL MEET THE LOCAL JURISDICTIONAL CRITERIA.4" DOUBLEYELLOW CENTERLINECONTINUE BAR TOEDGE OF PAVEMENTCURB, ISLAND OR EDGE OFPAVEMENTLCSTOPTHIS STRIPING CONDITION IS FOR PRIVATE ONSITE USE ONLY. REFER TO DOT SPECIFICATIONSOR ALTERNATE DETAILS FOR ROW AND DRIVE WAYAPPLICATIONSPAINT SHALL BE WHITE PERNCDOT SPECIFICATIONS12 DRIVEWAY30'2'6"4'VARIES24"CENTERLINE OF DRIVEWAY18"36"WHITE REFLECTIVETRAFFIC PAINTUSE THIS DETAIL FOR INTERNAL PARKING AREA CIRCULATIONCONTROL. PAVEMENT MARKINGS ADJACENT TO THE RIGHT OF WAYOR WITHIN A RIGHT OF WAY SHALL MEET THE LOCALJURISDICTIONAL CRITERIA.VARIESSTOP BAR WITH STRIPE DETAILNOT TO SCALE1PEDESTRIAN PAVERSCALE: 1/2" = 1'2DIRECTIONAL ARROWNOT TO SCALE3STANDARD DUTY PAVING & GRAVEL PAVINGNOT TO SCALE5EXPANSION JOINT 1/8 " RADIUS TYP. 1/8 " WIDE X 1" DEEPCONTROL JOINT 1/4 " R. TYP.BITUMINOUS, NON-EXTRUDING,RESILIENT PRE FORMED FILLERMATERIAL (COMPLY WITH ASTM D1751)INSTALLED TO FILL DEPTH OF CONCRETESLAB.AIR GAP5/8 "BACKER RODCOLD POUR SINGLE COMPONENTSEALANT MATERIAL, HEALPROOF WITHSHORE A HARDNESS OF 35 OR GREATER.SEALANT IS TO BE FLUSH WITH PAVINGSURFACE..5"2".5"COMPACTED SUB GRADESURFACE SHALL HAVE NON-SKID BROOM FINISHCONTROL AND EXPANSION JOINTCONTROL JOINTNOTES:1.) PROVIDE HAND TOOLED TRANSVERSE & LONGITUDINAL CONTRACTION JOINTS AT 7' O.C., 12" EXPANSION JOINTS@ 25'-0" 0.C. MAX.3.) ALL SIDEWALKS SHALL HAVE A CROSS SLOPE OF 1/4" INCH PER FT TO DRAIN TOWARDS STREET.1"
4"6" ABC4" CONCRETESIDEWALK (3500 PSIMIN); BROOM FINISHFOR NON-SLIPCONCRETE WALKNOT TO SCALE6TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.2"6"12"6" ABC10'-0" (TYP.)COMPACTED SUBGRADE1.) CROSS SLOPE DIRECTION SHOULD VARY ACCORDING TO NATURAL DRAINAGEPATTERNS.14" PER FT. SLOPE1' SHOULDER 1' SHOULDER2" SF 9.5AAGGREGATE BASEASPHALTSEED/FERTALIZESHOULDER TOLIMITS OFDISTURBANCECONTRACTOR TOEXCAVATE GREENWAY SOTHAT STONE BASE ANDPAVEMENT DO NOTCAUSE A CHANGE INEXISTING GRADE.12'10' ASPHALT TRAIL - CROSS SECTIONNOT TO SCALE4WIDTH VARIESSEE PLAN 2% CROSSSLOPE3/8" SAND SWEPT POLYMERICJOINT SAND; COLOR: BLACK; TYP.EDGE RESTRAINT;VARIES, SEE PLANPEDESTRIAN PAVER FIELD1" SAND SETTING BED; TYP.6" AGGREGATE BASE.TOP 12" OF EXISTING SUBGRAD COMPACTEDTO 95% MIN. STANDARD PROCTOR DENSITYFILTER FABRIC (4 OZ. MIN); TURNUP AT EDGES; TYP.NOTES:1.) USE PLASTIC WITH SPIKE EDGE RESTRAINT WHERE JOININGLANDSCAPETOP 12" OF EXISTING SUB GRADECOMPACTED TO 90% STANDARDPROCTOR PROOFROLLING SHALL BEPERFORMED WITH AN AXLE OF NOLESS THAN 10 TONS.3" BASE OF 3" CLEAN STONERAILROAD BALLAST3" CRUSHED #67 AGGREGATE2" TRAIL SURFACE AGGREGATE(SEE NOTES)CRUSHER FINES TRAIL AND SWALENOT TO SCALE7WIDTH VARIESREFER TO PLAN8"1% CROSS SLOPE1'SHOULDER1'SHOULDER2' SWALE(SWALE ONLY LOCATED ON CUTSIDE OF TRAIL. SEE PLANS FORSWALE LOCATION)CLSIDE SLOPE 2:1SIDE SLOPE 2:1MAX CUT SLOPE 1:1 TOLIMITS OF DISTURBANCEMAX FILL SLOPE OF 2:1 TOLIMITS OF DISTURBANCE(SEE PLANS)MAX CUT SLOPE 1:1 TOLIMITS OF DISTURBANCE(SEE PLANS)NOTES:1) Prior to installing the crushed rock (aggregate) surfacingmaterial, the trail bed shall be shaped to reflect the samelinear grade and cross slope as the desired finishedsurface. The trail bed shall be uniformly smooth andcompacted to a rate of 90 percent.2) The application shall be performed in three separate 3‐inchlifts. Each lift shall be shaped to the proper linear gradeand cross slope prior to compaction. Compaction shall beperformed by using either a viberplate compactor or avibratory roller and shall achieve a minimum compactionrate of 90 percent. The crushed rock shall be kept moist toachieve the maximum rate of compaction.3) The finished surface of the trail tread shall be uniformlysmooth without holes or concave depressions that can trapwater.4) 2" Trail Surface Aggregate (TSA) can be made using atraditional sieve gradations, or using a "recipe approach"that mixes existing aggregate gradations. See the followingoptions:Option 1: TSA Recipe:Combine existing aggregates and water in the ratio- 1 part AASHTO #8- 4 parts unwashed AASHTO #10 (or B3 sand)- 1 part minus #200 fines (collector fines)Sieve SizeTSA PercentPassing1/2"3/8"#4#8#16#200100 %96-100 %75-90 %55-75 %35-50 %12-20 %Option 2: TSA Gradation:ENLARGEMENT DETAILCROSS SECTIONSEE CRUSHER FINESENLARGEMENT DETAIL*TABLE TO DETERMINE JUTE MATTING APPLICATION.CHART SHOWS A COMPOSITE SLOPE THAT DETERMINESVELOCITY. VELOCITY DOES NOT EXCEED THE MAXALLOWABLE OF 7 THROUGHOUT PROJECT.TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.6"12"6" ABCFILTER FABRIC(TURN UP AT EDGES)ASPHALT PAVINGGRAVEL PAVING
SEE BOULDER NOTES FOR BOULDER
TIER CLASS AND OVERALL HEIGHT
SEE SITE PLAN
FOR BOUDLER
CLASSIFICATION
1' MIN.FROM EDGEOF TRAIL1'REINFORCEDCONCRETEFOOTING2'-6" MIN. DEPTH6X9 HEADER COURSE PAVERSEE PAVING SCHEDULE ON SHEET C-123X6 PEDESTRIAN PAVER FIELDSEE PAVING SCHEDULE ON SHEET C-12PEDESTRIAN PAVERSEE SHEET C-9.1 DETAIL 2CONCRETE WALKSEE SHEET C-9.1 DETAIL 8TYPICAL MITER WHEN ANGELEQUALS 90°MITER WHEN ANGELIS GREATER THAN 90°ENGRAVING BY OWNER3' MIN. WIDTHSEE BOULDER NOTES FOR BOULDER
TIER CLASS AND OVERALL HEIGHT
SEE SITE PLAN
FOR BOUDLER
CLASSIFICATION
BASE OF BOULDER TO BE FLAT ANDBURIED 6" BELOW FINISHED GRADEBOULDER NOTES:1) CONTRACTOR TO ENSURE BOULDER MEETSENGRAVER'S STANDARDS AND THE THE BOULDERSELECTION IS APPROVED BY BOTH ENGRAVER ANDPROJECT LANDSCAPE ARCHITECT.2) SITE PLAN SHOWS APPROXIMATE BOULDERLOCATION. CONTRACTOR TO CONFIRM FIANLLOCATION OF BOULDERS WITH PROJECTLANDSCAPE ARCHITECT.3) TIER ONE BOULDER OVERALL HEIGHT TO BE 4'-6",TIER TWO BOULDER OVERALL HEIGHT TO BE 4'-0",TIER THREE BOULDER OVERALL HEIGHT TO BE 3'-6"1'REINFORCEDCONCRETEFOOTING#5" REBAR DOWEL TO BE EPOXIED INTO BOULDER EVERY 9"#5 CONTINUOUS REBAR, TOP AND BOTTOM @9-1/2" O.C.#5 REBAR @12", TOP AND BOTTOMREINFORCED CONCRETE FOOTING(3000 MIN. PSI)LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19CONSTRUCTION DETAILSC-9.2SEE DETAIL PEDESTRIAN PAVER FIELD ENLARGEMENTSCALE: 1" = 1'-0"1DONOR BOULDERSCALE: 1" = 1'-0"2
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19UTILITY DETAILSC-10SEE DETAIL **FINISHED GRADE18" (TYP.)(SEE NOTE 1)PIPE BEDDING (SEE NOTE 2)TRENCH BACKFILL12" LIFTS MAXIMUM1/2 O.DNOTES:8" TO 12"FLOW DIRECTION4" MIN.SEE DETAILDETAIL C-CDETAIL B-BSEE DETAIL14 3/4"3/4"1"R=5/8"R=5/8"10°10 5/8"3/8"11/2"1 1/4"2 3/4"6 1/16"30"3 9/16"10 1/2"1/16"1/16"17 3/4"1/16"1/16"30°R 1/2"3/4"1/2"BB 1/4 x 1/2"DIAMOND PATTERNBBAA" C "" A "" B "STANDARD WATER METER VAULT(FOR 1-12", 2" & 3" METERS) NOT TO SCALESTANDARD 3 PIECE METER BOX COVERNOT TO SCALECLASS B BEDDING AND TRENCHING DETAILNOT TO SCALE1. SEE VARIOUS METER DETAILS FOR VAULT DIMENSIONS2. 4" DRAIN TO EXISTING DITCH, OR STORM DRAIN - APPROVED BY THE ENGINEER.3. ADJUST WITH CONC. BLOCK TO FINISHED GRADE IF NEEDED, BLOCK SHALL PROVIDE SOLIDCONTINUOUS BASE.4. NOT ALLOWED IN TRAFFIC AREAS UNLESS PROTECTED BY BOLLARDS.MANHOLE STEPSSTANDARD TOWN OF BOONE TOP,CENTERED OVER METER. (FLUSHWITH CONCRETE TOP).MANHOLE STEPS 12"SPACING#57 STONE OR CONC. BLOCK, ASDIRECTED BY THE ENGINEER.4" PVC DRAINPLAN VIEWELEVATIONDETAILS B-B AND C-CARE NOT TO SCALENOTES:UPPER CASTING SURFACE TOHAVE DIAMOND PATTERNRAISED 1/8"NOTES:1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.3. (*): 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX (12" MIN.)FOR PIPE DIAMETER 24" ANDLARGER.4. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.5. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.6. REFER TO THE SECTION OF THE NCDOT STANDARDS FOR SHEETING AND BRACING IN EXCAVATIONS.7. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. ACERTIFIED GEOTECHNICAL ENGINEER SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIALTO REACH SUITABLE FOUNDATION.SELECTCOMMON FILLBEDDING ROCKCOMPACTED STONEUNDISTURBED EARTHSELECT COMMON FILL1/2 O.D. , 4" MIN.COMMON FILLCROWN TRENCH IN UNIMPROVEDAREAS (3" MIN.)TRENCH WIDTH VARIESW/ SIZE OF PIPESEE NOTE 3PIPE O.D.44 3 4"
28"524WATER MAIN TAPPING SADDLENOT TO SCALEPROVIDE VALVE BOX PERVALVE BOX DETAIL8" TAPPING VALVE8" D.I.P. WATERMAIN EXTENSIONMECHANICAL JOINTCONNECTIONFLANGED CONNECTIONHIGH STRENGTH HEAVYHEXAGONAL NUTS FOR EACHSTRAP CONNECTION4 EACH - 3/4" ALLOY STEEL STRAPS ASPROVIDED BY THE MANUFACTURER8"Ø WATER MAIN8" TAPPING SADDLE. MANUFACTURED BYAMERICAN DUCTILE IRON PIPE COMPANY(OR APPROVED EQUIVALENT)1**IF METER >3/4" BUT LESS THAN 2",BEECO MODEL FRP REDUCED PRESSUREBACKFLOW PREVENTER REQUIRED INSEPARATE METER BOX. METERS 3/4"AND SMALLER SHALL BE SUPPLIED WITHINTEGRAL BACKFLOW PREVENTERSSUPPLIED BY THE TOWN OF BOONE.**BACKFLOWPREVENTER INSEPARATE BOX (WHENREQUIRED)CLEANOUTNOT TO SCALECONCRETE COLLARWYENOTE: 90 DEG. LONG RADIUS ELBOW MAY BE USED FOR 45 DEG. BENDS.4"INCREASED AS REQ'D12" X 12" X 16" FORMEDCOUNTERSUNK CLEANOUTWITH CAST IRON REROUTE3INSIDE DROP FOR MANHOLENOT TO SCALE6
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19DRAINAGE DETAILSC-11SEE DETAIL MIN. TRENCH WIDTH(SEE TABLE)4" FOR 12"-24" PIPE6" FOR 30"-60" PIPE6"MIN. COVER TORIGID PAVEMENT, HMIN. COVER TOFLEXIBLE PAVEMENT, HSPRINGLINEFINALBACKFILL60"30"54"48"42"36"18"24"15"12"96"56"88"80"72"64"39"48"34"30"PIPE DIAM.MIN. TRENCH WIDTH8"10"6"4"26"28"23"21"RECOMMENDED MINIMUM TRENCH WIDTHSINITIALBACKFILLHAUNCHBEDDINGSUITABLEFOUNDATIONHEAVY CONSTRUCTION(75T AXLE LOAD) *48"60"12"24"54" - 60"12" - 48"PIPE DIAM.SURFACE LIVE LOADING CONDITIONMINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONSH-25* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONALCOVERNOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARDPRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITYFLOW APPLICATIONS", LATEST ADDITION2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILLMATERIAL, WHEN REQUIRED.3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALLEXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLEMATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETIONOF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILEMATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALLPROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESSOTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONEEXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BEINSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS ORLANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONALCOVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUMCOVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETERPIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OFRIGID PAVEMENT.ENDWALL (NCDOT STD. 838.80)NOT TO SCALE2OPEN THROAT CATCH BASSIN (NCDOT STD. 840.04)NOT TO SCALE1HDPE PIPE INSTALLATIONNOT TO SCALE3PIPE CONVEYANCE CHART
LAKE RHODHISS DR. NEVALDESE, NC 28690PROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesideParkTown ofValdeseCIVIL ENGINEER:CONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120Destination by Design Engineering136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comNOT FORCONSTRUCTION10/12/20FILE NUMBER:10.9.19PAVING, MATERIALS & FURNITURE ABENCHC-12SK, DJRBPICNIC TABLECADA PICNIC TABLEDTRASH RECEPTACLEEBIKE RACKBENCHMODEL: EVA-20-WSURFACE MOUNTEDCOLOR: BLACKSLATS: WOOD - IPESIZE: 6'SITESCAPESSITESCAPESONLINE.COM(888) 331-9464SURFACE MOUNTED ON CONCRETEPICNIC TABLEMODEL: AV6-4461-RPSURFACE MOUNTEDCOLOR: BLACKSLATS: WOOD - IPESIZE: 6'SITESCAPESSITESCAPESONLINE.COM(888) 331-9464SURFACE MOUNTED ON CONCRETEADA PICNIC TABLEMODEL: AV6-5461-ADA-RPSURFACE MOUNTEDCOLOR: BLACKSLATS: WOOD - IPESIZE: 8'SITESCAPESSITESCAPESONLINE.COM(888) 331-9464SURFACE MOUNTED ON CONCRETE; 8'TABLE WITH 6' BENCHESTRASH RECEPTACLEMODEL: AV2-3000COLOR:BLACKSLATS: WOOD - IPESIZE: 36 GALLONSITESCAPESSITESCAPESONLINE.COM(888) 331-9464BIKE RACKMODEL: EC2-07-SMSURFACE MOUNTEDCOLOR: BLACKSIZE: 7 BIKE SLOTSSITESCAPESSITESCAPESONLINE.COM(888) 331-9464SURFACE MOUNTED ON CONCRETEITEMMODEL NO. ORDESCRIPTIONMANUFACTURERCOMMENTSITEMMODEL NO. ORDESCRIPTIONMANUFACTURERCOMMENTSITEMMODEL NO. ORDESCRIPTIONMANUFACTURERCOMMENTSITEMMODEL NO. ORDESCRIPTIONMANUFACTURERCOMMENTSITEMMODEL NO. ORDESCRIPTIONMANUFACTURERCOMMENTSPAVING SCHEDULESYMBOLITEMMODEL NO. OR DESCRIPTON MANUFACTURERCOLOR(S)COMMENTS1PEDESTRIAN HEADER COURSE CAMBRIDGE COBBLE PAVERSSIZE: 6X9BELGARDBELGARD.COM(704) 527-5080COBBLE BLENDSOLDIER COURSE2PEDESTRAIN PAVER FIELDCAMBRIDGE COBBLE PAVERSIZE: 3X6BELGARDBELGARD.COM(704) 527-5080AVONDALE3-PIECE PATTERN 'B'1PEDESTRIAN HEADER COURSE2PEDESTRIAN PAVER FIELDGADA TACTILE PAVERADA TACTILE PAVERITEMDESCRIPTIONMANUFACTURERCOLORADA TACTILE PAVERCAST IRON WET SET PAVERSIZE: 24"X24"TUFTILETUFTILE.COM(888) 960-8897(OR EQUAL)BLACK
SSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWW SSSSSSSSSS282 S.F.DOUBLE HAMMEREDHARDWOOD MULCH176 S.F.DOUBLE HAMMEREDHARDWOOD MULCH190 S.F.DOUBLE HAMMEREDHARDWOOD MULCH2861 S.F.DOUBLE HAMMEREDHARDWOOD MULCH610 S.F.DOUBLE HAMMEREDHARDWOOD MULCHCHV - 28PY - 1IVE - 2IVM - 1PAT2 - 3THS - 31PAT2 - 2THS - 39ECB - 20THS - 29THS - 20ECB - 34RUF - 38CHV -75PY - 1IVM - 1AR - 2LIS - 1097AR - 2EUD -148PAV - 151PY- 1300 S.F.DOUBLE HAMMEREDHARDWOOD MULCHTT - 1282 S.F.DOUBLE HAMMEREDHARDWOOD MULCHTT - 1ECB - 24PAT - 5RUF - 26LES -99IVE - 2PAT2 - 10IVE - 1ECB - 4IVE - 133 S.F.DOUBLE HAMMEREDHARDWOOD MULCHRAINGARDEN,SEE DETAIL ON SHEET L-3LANDSCAPE PLAN1" = 10'LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesidePark1 COUNTY COMMENTS09/05/17Town ofValdeseCONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120NOT FORCONSTRUCTION10/12/20LANDSCAPE ARCHITECT:Destination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comSCALE IN FEET20100510L-1PLANT SCHEDULETREECODEQTY.BOTANICAL NAMECOMMON NAMECONTAINER SIZECOMMENTSAR 4ACER RUBRUM'AUTUMN FLAME'RED MAPLEFILED GROWN2" CAL.PY 3PRUNUS YEDOENSIS'AKEBONO'YOSHINO CHERRYFIELD GROWN2" CAL.TT 2TILIA TOMENTOSA'STERLING'SILVER LINDENFIELD GROWN2" CAL.SHRUBS AND GROUNDCOVERCODEQTY.BOTANICAL NAMECOMMON NAMESPACINGSIZECOMMENTSCHV 103CHRYSOGONUM VIRGINIANUM'PIERRE'GOLDENSTAR18" O.C.1 GAL.ECB 80ECHINACEA'BUTTERFLY JULIA'CONEFLOWER18" O.C.1 GAL.EUD148EUPATORIUM DUBIUM'BABY JOE'BABY JOE DWARFPYE WEED24" O.C.2 GAL.IVE 6ILEX VERTICILLATA'BERRY POPPINS'WINTERBERRY HOLLYAS SHOWN3 GAL.FEMALE CO-POLINATORIVM2ILEX VERTICILLATA'MR POPPINS'WINTERBERRY HOLLYAS SHOWN3 GAL.(1) MALE C0-POLLINATORREQUIRED FOR EVERY (7)FEMALE CO-POLINATORSLES 99 LEUCANTHEMUM SUPERBUMSHASTA DAISY12" O.C.3 GAL.LIS 1097LIATRIS SPICATA'GAYFEATHER'BLAZING STAR12" O.C.4.5"/QUARTPAV 151PANICUM VIRGATUM'NORTHWINDS'SWITCHGRASS24" O.C.3 GAL.PAT 5PEROVSKIA ATRIPLICIFOLIA'LITTLE SPIRE'"RUSSIAN SAGE18" O.C.1 GAL.PAT2 15 PEROVSKIA ATRIPLICIFOLIARUSSIAN SAGEAS SHOWN3 GAL.RUF 64RUDBEKIA FULGIDABLACK EYED SUSAN12" O.C.4" POTTHS 118THYMUS SERPYLLUM'COCCINEUS'CREEPING THYME12" O.C.1 GAL.*4,703 S.F. OF DOUBLE HAMMERED MULCH3" DEEP DOUBLE HAMMEREDHARDWOOD MULCHLEGEND
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesidePark1 COUNTY COMMENTS09/05/17Town ofValdeseCONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120NOT FORCONSTRUCTION10/12/20LANDSCAPE ARCHITECT:Destination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.com LANDSCAPE CONSTRUCTION DETAILSDestination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comKIOSKSCALE : NOTED ON DETAIL1KIOSK SIGN - PLANSCALE: 1" = 1'-0"KIOSK SIGN - FRONT ELEVATIONSCALE: 1" = 1'-0"KIOSK SIGN - ASSEMBLYSCALE: 1" = 1'-0"KIOSK SIGN - FOOTER SECTIONSCALE: 1" = 1'-0"L-2
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesidePark1 COUNTY COMMENTS09/05/17Town ofValdeseCONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120NOT FORCONSTRUCTION10/12/20LANDSCAPE ARCHITECT:Destination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comLANDSCAPE CONSTRUCTION DETAILSDestination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comENTRY SIGNSCALE : NOTED ON DETAIL1ENTRY SIGN - FRONT ELEVATIONSCALE: 1" = 1'-0"ENTRY SIGN - ASSEMBLYSCALE: 1" = 1'-0"ENTRY SIGN - FOOTER SECTIONSCALE: 1" = 1'-0"L-2.1
LAKE RHODHISS DR. NEVALDESE, NC 28690RKnow what's below Call before you digPROJECT:ADDRESS:DEVELOPER:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGVALDESE, NCDATEDJRValdeseLakesidePark1 COUNTY COMMENTS09/05/17Town ofValdeseCONTACT:MR. DOUG KNIGHT (RECREATION DIRECTOR)102 MASSEL AVE. SWVALDESE, NC 28690828-879-2120NOT FORCONSTRUCTION10/12/20LANDSCAPE ARCHITECT:Destination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comLANDSCAPE DETAILS& NOTES Destination by Design Studios, PLLC136 Furman Rd, Ste. 6Boone, NC 28607828-386-1866www.dbdplanning.comTYPICAL TREE PLANTINGCROSS SECTION - NOT TO SCALEDO NOT PRUNE UPON INSTALLATION.QUALITY PLANT MATERIAL DOES NOTREQUIRE INSTALLATION PRUNING.TRADITIONAL STAKING IS NOT NEEDEDFOR TREES WITH MORE THAN 2" CALIPER.USE THE ROOT STABILIZATION SYSTEM SHOWN.IDENTIFY ROOT FLARE AND REMOVE EXCESS SOILIF NECESSARY. PLANT WITH ROOT FLARE NO MORETHAN 2-1/2" ABOVE GRADE.PLANTING HOLE TO BE 90% DEPTH OF ROOT BALLAND 2X THE ROOT BALL WIDTH.HEAVILY WATER BACKFILL TO REMOVE AIR POCKETS.PROVIDE APPROPRIATE TIME RELEASE FERTILIZER.MINIMUM 3" MULCH; DO NOT PILE ON TRUNK.3" SOIL BERM; KEEP SOIL OFF OF TRUNK.TURN BACK BURLAP ONE THIRD IF BALLED &BURLAPPED. REMOVE ALL SYNTHETIC MATERIALSCOMPLETELY.REMOVE CIRCLING ROOTS.ROOT STABILIZATION SYSTEM ONBOTH SIDES OF THE TRUNK, 12" APART.2X2 UNTREATED PINE (WIDTH OF ROOT BALL)SCREWED TO 4' LONG 2X2 PINE STAKES.THESE DO NOT NEED TO BE REMOVED;THEY WILL DECAY IN A FEW YEARS.90%x2xTYPICAL SHRUB PLANTINGCROSS SECTION - NOT TO SCALEPROVIDE APPROPRIATE TIME-RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS.PROVIDE 6" MINIMUM CLEARANCE AROUND ROOTSET TOP OF ROOT BALL 1-1/2" ABOVE FINISH GRADE12" MINIMUM DEPTH OF PLANTING SOIL MIXIN GROUNDCOVER PLANTING BEDS.3" MULCH MINIMUM - DO NOT COVER MAIN STEMBALL (SIDES AND BOTTOM).NOTES:1-) ANNUAL BEDS AND ROSE AREAS ARE TO BETILLED TO A DEPTH OF 8" AND PLANTING SOILMIX IS TO CONSIST OF 2/3 ON-SITE SOIL AND 1/3PEAT2-) PLANTING SOIL MIX - 2/3 ON-SITE SOIL, 1/3PEAT. CONTRACTOR TO SUBMIT ANYPROPOSED SUBSTITUTE FOR APPROVAL.TYPICAL SHRUB LAYOUTPLAN - NOT TO SCALEA.SHRUBS AND GROUNDCOVER ADJACENT TO STRAIGHTEDGES SHALL BE TRIANGULAR - SPACED IN ROWSPARALLEL TO STRAIGHT EDGEB.SHRUBS AND GROUNDCOVER ADJACENT TO CURVEDEDGES SHALL BE PLANTED IN ROWS PARALLEL TO THECURVED EDGE. CURVED EDGES TO BE SMOOTH RADIIABSTRAIGHT EDGEBEDLINEL-3LANDSCAPE NOTES:1. CONTRACTOR IS EXPECTED TO CARRY OUT ALL RESPONSIBILITIES SET FORTH IN THESE LANDSCAPE NOTES AND IN THE LANDSCAPE SPECIFICATIONS. THEY WILL BE STRICTLY ENFORCED BY THE OWNER/LANDSCAPE ARCHITECT.2. ALL PLANT MATERIAL SHALL BE GRADE #1 OF BETTER ACCORDING TO THE LATEST " AMERICAN NATIONAL STANDARDS INSTITUTE.PLANT SIZE IS TO TAKE PRECEDENCE OVER CONTAINER SIZE.3. ALL PLANT BEDS SHALL BE DRESSED WITH 3" LAYER OF DOUBLE HAMMERED HARDWOOD.4. ALL PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.5. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE THE LANDSCAPE ARCHITECT'S APPROVAL OF ALL PLANT BED LAYOUTS ANDTREE LOCATIONS PRIOR TO INSTALLATION. IF PLANT MATERIAL IS INSTALLED PRIOR TO LANDSCAPE ARCHITECT'S APPROVAL,CONTRACTOR WILL BE SUBJECT TO RELOCATING THE MATERIAL AT THE LANDSCAPE ARCHITECT'S REQUEST AND THE CONTRACTOR'S OWN EXPENSE.6. ALL SHRUBS SHALL BE PLANTED AT LEAST 1-1/2" AND TREES AT LEAST 2-1/2" ABOVE GRADE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLANT HEALTH IN ON-SITE SOILS7. CONTRACTOR SHALL PERFORM SOIL TESTING PRIOR TO CONSTRUCTION 1) TO DETERMINE NUTRIENT STATUS AND PH OF SOIL 2)TO DETERMINE THE SOIL TEXTURE IN THE TOP 6" - 12" OF SOIL, AND THEN AMEND THE SOIL BASED ON THE RESULTS OF THE TESTS.8. CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING. GRADING SHALL BE SUBJECT TO THEAPPROVAL OF THE LANDSCAPE ARCHITECT.9. SOIL SHALL BE FREE FROM LIME ROCK AND CONSTRUCTION DEBRIS.10. IN THE EVENT OF A CONFLICT BETWEEN QUANTITIES REPRESENTED ON THE PLAN VS. QUANTITIESSHOWN ON THE PLANT LIST, THE PLAN SHALL CONTROL11. CONTRACTOR SHALL MAINTAIN TREES IN A STRAIGHT AND PLUMB POSITION FOR ONE YEAR.CONTRACTOR SHALL STAKE ALL TREES IF REQUIRED BY THE JURISDICTION.12. ALL TREES AND SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY AREPLANTED. BERMS ARE TO CONSTRUCTED AT RIGHT ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOSTEFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT.13. PRIOR TO REMOVAL OF ANY TREES, THE TREES TO BE RETAINED SHALL HAVE PROTECTIVE TREEBARRIERS.14. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFFS AND QUANTITIES.THE QUANTITIES ON THE PLANT LIST SERVE ONLY AS A GUIDE TO THE OWNER AND LANDSCAPE ARCHITECT THIS INCLUDES SODAND MULCH QUANTITIES OF WHICH THE CONTRACTOR SHALL BE HELD TO BID QUANTITIES.15. SUCCESSFUL BIDDER SHALL LOCK UP ALL MATERIALS IMMEDIATELY AFTER CONTRACT ASSIGNMENT. PLANTS SHALL BE HELDDURING THE PERIOD FROM CONTRACT TO INSTALLATION TO ALLOW ADDITIONAL GROWTH. ALL PLANTS WILL BE REQUIRED TO BEFULL AND HEALTHY. CONTRACTOR SHALL ARRANGE FOR PLANT APPROVAL PRIOR TO DELIVERY, EITHER BY SAMPLES. PHOTOS,OR NURSERY VISITS.16. CONTRACTOR SHALL BE RESPONSIBLE FOR WARRANTY OF HEALTH OF PLANTS IN ON-SITE SOILS. IF, DURING DIGGING, CONTRACTOR DISCOVERS WATER-LOGGED, CLAYEY, COMPACTED OR SIMILARLY POORLY DRAINED SOILS, IT SHOULD BE BROUGHT TO THE ATTENTION OF OWNER/LANDSCAPE ARCHITECT FOR REMEDIAL ACTION.17. CONTRACTOR SHALL ANTICIPATE THE FIRST FIVE FEET AROUND BUILDING PERIMETER WILL BE COMPACTED AND FOUNDATIONBEDS SHOULD BE TILLED AND IMPROVED TO SUSTAIN VIGOROUS, HEALTHY PLANT GROWTH.18. WEEDS ARE TO BE ADEQUATELY AND PROPERLY TREATED AND REMOVED PRIOR TO LANDSCAPE INSTALLATION. ALL SOIL AMENDMENTS SHOULD BE CERTIFIED AS WEED-FREE FROM THE SUPPLIER.19. ALL TREES AND SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY AREPLANTED. BERMS ARE TO CONSTRUCTED AT RIGHT ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOSTEFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT.20. A 2" LAYER OF QUALITY COMPOST FROM A RELIABLE SOURCE SHALL BE WORKED INTO TOP LAYER OF NATIVE SOIL IN ALLPLANTING AREAS.21. ALL LANDSCAPE AREAS TO BE AMENDED WITH ESPOMA GARDEN-TONE (OR EQUAL) PER MANUFACTURERS RECOMMENDATIONS.22. WEEDS ARE TO BE ADEQUATELY AND PROPERLY TREATED AND REMOVED PRIOR TO LANDSCAPE INSTALLATION. ALL SOILAMENDMENTS SHOULD BE CERTIFIED AS WEED-FREE FROM THE SUPPLIER.23. LANDSCAPE MATERIAL IS TO BE MAINTAINED BY THE LANDSCAPE CONTRACTOR (INCLUDING MOWING, PRUNING, AND WEEDING)UNTIL PLANTING IS APPROVED BY CLIENT.THE LANDSCAPE CONTRACTOR MUST PROVIDE: (A.) A WARRANTY ON ALL TREES FOR APERIOD OF (1) ONE YEAR. (B.) A WARRANTY ON ALL SHRUBS AND GROUNDCOVERS FOR A PERIOD OF (1) ONE YEAR. (C.)GUIDELINES FOR PROPER MAINTENANCE.24. ALL DISTURBED AREAS NOT OTHERWISE PLANTED SHALL BE STABILIZED WITH FESCUE GRASS.
8"6"4"3"33"33" OF WELL DRAINED PLANTING SOIL(50% SAND; 30% COMPOST;20% TOPSOIL )8" #57 STONE3" DOUBLE HAMMEREDHARDWOOD MULCH4" SANDLAYER OF FILTER FABRIC BETWEENSAND AND STONE LAYERPONDING ELEVATION (3"- 6")INSITU SOILPERFORATED PIPE WRAPPED IN FILTER FABRICCROSS SECTION - NOT TO SCALERAINGARDEN
1 1/2"8" MAX.
POST OR WALL
LOCATED ONLY OVER INTERIOR
SPLICE END; SPLICES SHALL BE
(2) FASTENERS AT EACH END OR
FOR FASTENERS
SEE GENERAL NOTES
TO INSIDE MEMBER AS SHOWN
ATTACH EACH OUTSIDE MEMBER
WITH 3 OR MORE MEMBERS;
WHEN 2X BEAM CONSTRUCTED
2X4 STRIP LEDGER
6"6"1 1/2 "1 1/2 "RSS, TYP.
1/4"ØX3 1/2" GRK-
DECK JOISTS, TYP.
S1 COVERSHEET AND GENERAL NOTES
S11REVISIONSDATENo.23FORSHEET INDEX
S2 OVERLOOK FOUNDATION PLAN AND DETAILS
S3 OVERLOOK FRAMING PLAN AND DETAILS
S4 PRE-CAST RESTROOM BUILDING FOUNDATION AND ELEVATION
----VALDESE PARK OVERLOOKATVALDESE LAKESIDE PARK VALDESE, NC 28690Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCCOVER SHEET AND GENERAL NOTESSHEET NUMBER FIRM LICENSE No. P-1357VICINITY MAP
GENERAL FRAMING DESIGN NOTES
INCHES O/C. LOCATE ONE ROW 1.5" FROM TOP EDGE AND ONE ROW 1.5" FROM BOTTOM EDGE.
ARE REQUIRED, FASTEN TOGETHER WITH 2 ROWS OF 16D NAILS SPACED NOT LESS THAN 16-
WHERE BUILT-UP BEAMS OR GIRDERS OF 2-INCH NOMINAL DIMENSIONAL LUMBER ON EDGE 5.
AT 20% OF THE SPAN LENGTH FROM INTERIOR SUPPORTS (POINT OF INFLECTION).O
DIRECTLY CENTERED OVER SUPPORTO
ALLOWABLE LOCATIONS ARE AS FOLLOWS:
IF SPLICE IS REQUIRED, SPLICE 1-PLY OF THE MULTI-PLY BEAM AT ALLOWABLE LOCATIONS.
DO NOT SPLICE BUILT-UP BEAM MEMBERS BETWEEN SUPPORTS UNLESS OTHERWISE INDICATED. 4.
WRITTEN INSTRUCTIONS.
METAL FRAMING ANCHORS: INSTALL METAL FRAMING TO COMPLY WITH MANUFACTURER'S 3.
COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
FRAMING WITH ENGINEERED WOOD PRODUCTS: INSTALL ENGINEERED WOOD PRODUCTS TO 2.
CONSTRUCTION," UNLESS OTHERWISE INDICATED.
FRAMING STANDARD: COMPLY WITH AF&PA'S "DETAILS FOR CONVENTIONAL WOOD FRAME 1.
DIMENSIONAL LUMBER FRAMING
MIXED SOUTHERN PINE; SPIB.O
SOUTHERN PINE; SPIB.O
CONSTRUCTION, STUD, OR No. 2 GRADE AND ANY OF THE FOLLOWING SPECIES:2.
MAXIMUM MOISTURE CONTENT: 19 PERCENT.1.
FASTENERS
RAFTER TIE-DOWNS SHALL EXTEND AND CONNECT TO THE WALL STUDS.6.
FE/ZN 5.
MATERIAL: CARBON-STEEL COMPONENTS, ZINC PLATED TO COMPLY WITH ASTM B633, CASS 5.
CONDUCTED BY A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY.
IMPOSED WHEN INSTALLED IN CONCRETE AS DETERMINED BY TESTING PER ASTM E488
IMPOSED WHEN INSTALLED IN UNIT MASONRY ASSEMBLIES AND EQUAL TO 4 TIMES THE LOAD
WITH CAPABILITY TO SUSTAIN, WITHOUT FAILURE, A LOAD EQUAL TO 6 TIMES THE LOAD
EXPANSION ANCHORS: ANCHOR BOLTS AND SLEEVE ASSEMBLY OF MATERIAL INDICATED BELOW 4.
4.6); WITH ASTM A563 (ASTM A563M) HEX NUTS AND, WHERE INDICATED, FLAT WASHERS.
BOLTS: STEEL BOLTS COMPLYING WITH ASTM A-307, GRADE A (ASTM F568M, PROPERTY CLASS
LAG BOLTS: ASME B18.2.1
WOOD SCREWS: ASTM B18.6.1
POWER DRIVEN FASTENERS: CABO NER-272.3.
ASTM A153 A153M.
HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH
GROUND CONTACT, OR IN AREA OF WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN2.
SPECIFIED IN THIS ARTICLE FOR MATERIAL AND MANUFACTURER.
PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS, 1.
GENERAL NOTES
PLANS AND DETAILS MAY BE REQUIRED TO COMPLETE ASSEMBLY.
SPECIFIC TO ITEMS INDICATED IN DETAILS. COORDINATION WITH VIEWS OF OTHER SECTIONS,
SECTIONS AND DETAILS ARE NOT COMPLETE REPRESENTATIONS OF CONDITIONS BUT ARE
TRADES, DISCIPLINES AND ALL SECTIONS AND DETAILS WITHIN STRUCTURAL DOCUMENTS. ALL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL DETAILS WITH OTHER
SIMILAR CONDITIONS OF BUILDING EVEN IF NO SECTION CUT IS INDICATED AT A SIMILAR
SECTIONS AND DETAILS SHOWN AT LOCATIONS INDICATED ON PLAN ARE TYPICAL FOR OTHER 13.
REQUIRED BY CODE AND LOCAL BUILDING INSPECTOR.
APPLY TERMITE TREATMENT TO GROUND SURFACES WITHIN THE DEFINED SCOPE OF WORK AS 12.
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT 11.
RESOLVED BEFORE PROCEEDING WITH THE WORK.
NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND
OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, 10.
COMPLETE.
STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS
GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO 9.
TO FOUNDATION LAYOUT AND FABRICATION OF ANY STRUCTURAL MEMBERS.
CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR 8.
CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.
ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, ETC. TO BE SET OR
CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF 7.
STRINGENT REQUIREMENT SHALL GOVERN.
SOCIETY CODE AND ALL APPLICABLE ASTM STANDARDS, IN CASES OF CONFLICT, THE MOST
BUILDING CODE, THE AISC CODE, THE ACI BUILDING CODE (ACI 318), THE AMERICAN WELDING
ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE NORTH CAROLINA STATE 6.
DISCIPLINES.
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER 5.
AS REQUIRED AND REPORT ANY INACCURACIES TO THE ENGINEER.
CONTRACTOR SHALL CHECK AND VERIFY GIVEN DIMENSIONS, TAKE ADDITIONAL DIMENSIONS 4.
WITH THE ACTUAL CONDITIONS OF THE SITE.
CONTRACTOR SHALL MAKE A CAREFUL INSPECTION OF THE SITE TO FAMILIARIZE HIM/HERSELF 3.
THE CONTRACTOR SHALL COORDINATE HIS WORK ACTIVITIES WITH THE OWNER.2.
UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING 1.
DESIGN CRITERIA
GROUND LINE. NO FOOTINGS SHALL BE CAST ON FILL MATERIAL.
ALL BOTTOM OF FOOTINGS SHALL BE CAST A MINIMUM OF 2-FEET BELOW ORIGINALO
ASSUMED GROUND BEARING CAPACITY 2-FT BELOW GRADE: 2,000 PSFO
EXPOSURE CATEGORY = CO
BASE WIND VELOCITY = 90 MPHO
ULTIMATE WIND VELOCITY = 115 MPHO
GROUND SNOW LOAD = 30 PSFO
DEAD LOAD = 10 PSFO
LIVE LOAD - DECK = 100 PSFO
DESIGN LOADS3.
ASCE 7-102.
2018 NORTH CAROLINA STATE BUILDING CODE1.
ELEVATION.
LIFTS OF No. 57 STONE COMPACTED TO 95% OF THE DRY DENSITY UP TO SUB-GRADE
PLACING THE VAPOR BARRIER: EXCAVATE AND REPLACE UNSUITABLE SOILS WITH UNIFORM
AREAS OF EXCAVATION MAY BE NECESSARY TO REMOVE UNSUITABLE MATERIALS PRIOR TO 9.
PLACEMENT OF THE FLOOR INSULATION AND ANY CONCRETE SLAB-ON-GRADE.
A 6 MIL VAPOR BARRIER IS TO BE PLACED OVER THE ENTIRETY OF THE SUB-BASE, PRIOR TO 8.
STONE IS TO BE PLACED PRIOR TO ANY CONCRETE SLAB-ON-GRADE.
A UNIFORM 8-IN. LIFT OF SUB-BASE, No. 57 STONE OR AN ENGINEERED APPROVED ALTERNATE 7.
THE PLACEMENT OF THE FOOTING DRAIN.
WITH UNIFORM LIFTS OF SUITABLE SOILS COMPACTED TO 95% OF THE DRY DENSITY BEYOND
STONE OR No. 57 STONE IN UNIFORM LIFTS. EXTERIOR OF THE FOOTING MAY BE BACKFILLED
ONCE THE FOOTINGS ARE ABLE TO HANDLE LATERAL LOADING, BACKFILL WITH ENGINEERED 6.
LIFTS OF No. 57 STONE AS NEEDED, COMPACTED TO 95% OF THE DRY DENSITY.
SATURATION. CARE IS TO BE TAKEN TO REMOVE AND REPLACE BEARING SOILS WITH UNIFORM
BEARING SOILS FROM DISTURBANCE AND DAMAGE DURING CONSTRUCTION AND FROM OVER-
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING FOUNDATION 5.
NOT LESS THAN 24-INCHES.
FOOTINGS ARE TO BE PLACED WITH A MINIMUM DEPTH FROM FINISHED GRADE TO BEARING OF 4.
SOILS SHALL BE DETERMINED TO HAVE 2,000-PSF NET ALLOWABLE BEARING CAPACITY.3.
SATURATE THE FOUNDATION SUB-GRADE.
BUCKETS MAY ALLOW BEARING SOILS TO PERFORM INEFFECTIVELY AND ALLOW WATER TO
USE OF A SMOOTH EDGE BUCKET IS RECOMMENDED TO EXCAVATE FOR FOOTINGS. TOOTHED 2.
DENSITY TO RE-ESTABLISH FOOTING SUB-GRADE.
DEPTH. BACKFILL USING No. 57 STONE IN UNIFORM LIFTS COMPACTED TO 95% OF THE DRY
ANY OVER-EXCAVATION OF UNSUITABLE MATERIALS MAY BE NECESSARY BELOW FOOTING
EXCAVATION OF THE FOOTINGS ARE TO THE DEPTHS REQUIRED AND INDICATED ON PLANS. 1.
SOIL EXCAVATION NOTES
CONCRETE NOTES
309R-05.
CONCRETE SHALL BE CONSOLIDATED USING CONCRETE VIBRATOR IN ACCORDANCE WITH 14.
1.5" ELSEWHERE, U.N.O.
REINFORCEMENT COVER SHALL BE 3" WHEN POURED ADJACENT TO GROUND SURFACE AND 13.
NOTED.
REINFORCEMENT LAP SPLICES SHALL BE 44 TIMES THE BAR DIAMETER UNLESS OTHERWISE 12.
TOLERANCE. AIR ENTRAINMENT SHALL COMPLY WITH ASTM C260.
CONCRETE SHALL BE AIR ENTRAINED WITH 6% AVERAGE AIR CONTENT WITH A 1.5% 11.
ROLLS, U.N.O.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND BE SUPPLIED IN SHEETS, NOT 10.
REINFORCING BARS SHALL BE DEFORMED AND CONFORMING TO ASTM A615, GRADE 60. 9.
LUMPS OR OTHER DELETERIOUS SUBSTANCES.
CONCRETE AGGREGATES SHALL COMPLY WITH ASTM C33 AND SHALL BE FREE OF CLAY, FOAM, 8.
THE MAX AGGREGATE SIZE SHALL BE 3/4".7.
MAXIMUM SLUMP = 4" PLUS OR MINUS 1".6.
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A MINIMUM 5.
MINIMUM CEMENT CONTENT = 500 LBS PER CUBIC YARD.4.
MIX DESIGN SHALL BE IN ACCORDANCE WITH ACI 318 (CURRENT EDITION).3.
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (LATEST EDITION).
REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN COMPLIANCE WITH ACI 315 2.
SLAB CONSTRUCTION" (LATEST EDITION).
REINFORCED CONCRETE" (LATEST EDITION), AND ACI 302"GUIDE FOR CONCRETE FLOOR AND
CONCRETE FOR BUILDINGS" (LATEST EDITION), ACI 318 "BUILDING CODE REQUIREMENTS FOR
CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL 1.
ABBREVIATIONS
AB.ANCHOR BOLT
AFF.ABOVE FINISH FLOOR
ARCHITECTURAL, ARCHITECT
AFG.ABOVE FINISH GRADE
ARCH.
CENTER LINE
B/O BY OTHERS
CL.
CONTROL JOINT
CLR.CLEAR
C.J.
CONNECTION, CONNECT
CMU CONCRETE MASONRY UNIT
CONN.
DOUGLAS FIR
CONT.CONTINUOUS
D.F.
DRAWING, DRAWINGS
D.J.DOUBLE JOIST
DWG
EQUAL
ENG.ENGINEER, ENGINEERING
EQ.
FOUNDATION
FC COMPRESSIVE STRENGTH STRESS
FDN
GENERAL CONTRACTOR
F.Y.YIELD STRESS
G.C.
GRADE
G.N.GENERAL NOTES
GR.
H.T.HEAVY TIMBER
MAXIMUM
MAIN LEVEL
MIN.MINIMUM
M.L.
NOT TO SCALE
K.O.KNOCK-OUT
N.T.S.
OUTSIDE DIAMETER
O/C ON CENTER
O.D.
POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PSI
SLAB-ON-GRADE
REINF.REINFORCEMENT, REINFORCING
S.O.G.
STANDARD
S.P.SOUTHERN PINE
STD.
TO BE DECIDED
S.T.T.SIMPSON STRONG TIE
T.B.D.
TYPICAL
T.O.TOP OF
TYP.
UNLESS NOTED OTHERWISE
U.L.UPPER LEVEL
U.N.O.
WITH
W.W.F.WELDED WIRE FABRIC
W/
Ø DIAMETER
L.L.LOWER LEVEL
MAX.AS NOTEDSCALE: 2555BPROJECT No.BPMAPPROVED BY:TMSREVIEWED BY:GTDRAWN BY:9.9.2020DATE:DESTINATION BY DESIGN DECK STRUCTURE DRAWINGS1
1
SCALE: 1" = 1'-0"
TYPICAL BUILT-UP BEAM DETAIL
S1
2
SCALE: 3" = 1'-0"
2X4 STRIP LEDGER
FOR REVIEW - NOT FOR CONSTRUCTION
TYP. OF 6
6X6 DECK/RAIL POST, 5'
-6 1/8"5'-11 7/8 "5'-11 7/8 "5'-11 7/8 "5'-6 1/8 "(FACE OF POSTS)
RADIUS 26'-9 1/2"3'
-4 1/2
"3'-6"3'-6"3'-6"3'-4 1/2 "SEE SECTION
6" CURB ABOVE,
12
" CON
CRETE
ABUTMENT
WALL
1 1/2 "
1
1/
2 "17'-0"1'-
0
"
1'-0"4'-0"
1'-0"
10'-5 1/4 "
2
S2
10'-5 1/4 "
10'-5 1/4 "
10'-5 1/4 "10'-5 1/4 "10'-5 1/4 "
FOUNDATION, TYP. OF 6
18"Ø CYLINDRICAL
ABOVE, TYP.
FLUSH BEAM LOCATION 1'-0"1'-0" MIN.3'-0 1/2 "1'-1 1/2 "5'-2" FOOTING AS SHOWN
O/C, EMBEDDED IN
#4 VERT. BARS AT 12"
REBAR AT 18" O/C
#4 CONT. HORIZ.
EMBEDDED 7" IN EPOXY
ANCHORS AT 16" O/C,
5/8"Ø GALV. ALLTHREAD
P.T 2X6 SILL PLATE WITH
(3) 2X12 FLUSH GIRDER
A35, TYP.
2X8 JOIST WITH
6"6"
5/4 P.T. WOOD TREX DECKING
FINISHED GRADE
REBAR AT 18" O/C
#4 CONT. HORIZ.
REINF. AS SHOWN
LAPPED WITH FOOTING
#4 VERT. REBAR AT 18" O/C,
#4 CONT. CURB BARS
2X8 RIM JOIST
STRIP FOOTING
#5 REBAR AT 16" O/C
WRAPPED IN FILTER FABRIC
PVC DRAINAGE PIPE
4" SCH.40 PERFORATED
2'-0"1'-0"1'-0"
3" CLR.3" CLR.4'-0"9"0" SEE DETAIL 2/S1
2X4 STRIP LEDGER,24" MIN.12" MAX.3"1'-6" DIAMETER
3"
CLR.CLR. SEE FDN PLAN
6X6 DECK POST,
EPOXY
5/8"Ø ALLTHREAD EMBEDDED 6" IN
CONNECT TO FOOTING WITH
SIMPSON ABU66Z POST BASE,4" MIN. CIRCLE
EVENLY SPACED IN A
(4) #4 VERT. REBAR,
O/C MAX., MIN 4"
#3 CIRCULAR TIES AT 12"
S21REVISIONSDATENo.23Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCFOUNDATION PLAN SHEET NUMBER FIRM LICENSE No. P-1357BACKFILLED BEFORE FRAMING DIAPHRAGMS HAVE BEEN ATTACHED, SHALL BE PROPERLY BRACED, BY OTHERS.
BACKFILL SHALL NOT BE PLACED BEHIND FOUNDATION WALLS UNDERMINING DIAPHRAGMS HAVE BEEN PROPERLY CONNECTED. ANY WALLS 2.
OTHER POTENTIALLY UNSUITABLE SUBGRADE EXISTS, CONTACT ENGINEER. SEE SOIL EXCAVATION NOTES ON SHEET S1 FOR MORE INFORMATION.
FOUNDATION BEARING CONDITIONS. DESIGN IS BASED ON ASSUMED 2,000 PSF ALLOWABLE BEARING PRESSURE. IF ROCK, RUBBLE, OR ANY
ALL FOOTINGS SHALL BE CAST A MINIMUM OF 24" BELOW FINISHED GRADE ON RESIDUAL SOIL, NOT FILL. CONTRACTOR SHALL VERIFY ALL 1.
SHEET NOTES:AS NOTEDSCALE: 2555BPROJECT No.BPMAPPROVED BY:TMSREVIEWED BY:GTDRAWN BY:9.9.2020DATE:FORVALDESE PARK OVERLOOKATVALDESE LAKESIDE PARK VALDESE, NC 28690DESTINATION BY DESIGN DECK STRUCTURE DRAWINGS2
1
SCALE: 1/2" = 1'-0"
FOUNDATION PLAN
S2
3
SCALE: 1 1/2" = 1'-0"
DECK POST FOUNDATION SECTION
S2
2
SCALE: 1" = 1'-0"
ABUTMENT FOUNDATION SECTION
FOR REVIEW - NOT FOR CONSTRUCTION
TYP.
TYP.(2) 2X12 FLUSH BEAM
5/4 DECKING, SEE PLAN
2X8 DECK JOIST
(2) 3/4"Ø BOLTS
(2) 3/4"Ø BOLTS
3/4"2 5/8 "2"2"3"1 5/8 "(2) 2X12 FLUSH BEAM
NOTE: SEE 2/S3 FOR RAILING AND TRIM DETAILS.
5'-7"
5'-7"
TYP. OF 6
6X6 DECK/RAIL POST,
(3) 2X12 FLUSH BEAM
(3) 2X12 FLUSH BEAM(3) 2X
12 FLU
SH
B
E
A
M
(2) 2X12 FLUSH BEA
M(
3)
2
X12 FLUSH BEAM2
S3 5 1/2 "TYP.(2) 2X8 RIM JOIST, TYP.
2X8 JOISTS SPACED AT 12" O/C (TYP.)EQUALEQUAL5 1/2 "TYP.6X6 POST, TYP.
5
S3
SIM.
S3
4
EACH JOIST SPAN, TYP.
DECKING ABOUT CENTER OF
HALF OF EACH JOIST BAY, MIRROR
DECKING LAYOUT SHOWN FOR
TYP. OF 4
RAILING POST,
TYP., SEE 2/S2
6" CONCRETE CURB, 3 1/4
"TYP.3 1/4 "3 1/4 "3 1/4 "3 1/4 "TYP.TYP.TYP.TYP.A
B
B
2X10 RAIL CAP, PAINTED BLACK
GRK RSS AT 5" O/C
(1) ROWS OF 3/8"ØX3-1/8"
A
PAINTED BLACK, TYP.
(MAX 6'-0" SPACING),
WOOD RAIL POST ASSEMBLY
RAIL, TYP.
GALV. PIPE 1-1/4 STD.
SDS HANGER
SIMPSON HUCQ210-3
6X6 DECK POST
WITH HUC28-2
CONNECT TO POST
(2) 2X8 JOIST,
DECKING
DETAIL 2/S1
2X4 STRIP LEDGER, SEE
(3) 2X10 FLUSH BEAM
2"
WITH A35 CONNECTOR
2X8 JOISTS AT 12" O/C
6X6 RAIL POST, TYP.
BOARD, TYP.
2X6 RAILING MOUNT
RIPPED TO DIM. SHOWN
2X10 TRIM BOARD, 8 1/2 "8 1/2 "
6X6 RAIL POST, TYP.
8 1/2 "
RAIL (1.66" O.D.), TYP.
GALV. PIPE 1 -1/4 STD
1-3/4"Ø HOLE TYP.
RSS AT 5" O/C
3/8"ØX3-1/8" GRK
(1) ROWS OF
BOARD, TYP.
2X6 RAILING MOUNT
2X10 RAIL CAP, TYP.
ANGLE, TYP.
SIMPSON A34
(WHERE NEEDED)
RAIL CAP SPLICE
45°1/3 POST HEIGHT, TYP.(2) 3/4"Ø GALV. BOLTS
(2X12 SHOWN)
FRAMING PLAN(S)
RIM JOIST, TYP. SEE
FACE OF RIM
FACE OF BRACE FLUSH WITH
FOR RIM JOIST WIDTH > 3 1/2"
RIM JOIST WIDTH ≤ 3 1/2" USE 8X8
KNEE BRACE, TYP. USE 6X6 FOR
SHOWN
COUNTERSUNK IN KNEE BRACE AS
GALV. 3/4" Ø THRU-BOLT, 1 1/2 " PLAN(S) (8X8 SHOWN)
DECK POST, TYP. SEE FRAMING

2 1/2 "S31REVISIONSDATENo.23Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCFRAMING PLAN SHEET NUMBER FIRM LICENSE No. P-1357AS NOTEDSCALE: 2555BPROJECT No.BPMAPPROVED BY:TMSREVIEWED BY:GTDRAWN BY:9.9.2020DATE:CODE APPROVED EQUIVALENT.
ARCH/OWNER REQUIREMENTS AND THE NORTH CAROLINA STATE BUILDING CODE. CONNECT GUARDRAIL POSTS PER TYPICAL DETAIL 10/S10 OR
SUPPORTING MEMBERS WITH MIN. (2) #10 X 2-1/2" DECK SCREWS. PROVIDE GUARDRAIL AROUND DECK PERIMETER IN ACCORDANCE WITH
EXTERIOR DECKING SHALL BE 5/4 (1.25"X5.5") PINE OR EQUIVALENT, TREATED FOR EXTERIOR APPLICATION. CONNECT EACH DECK BOARD TO 2.
PRODUCT.
TREAT ALL FIELD CUTS, NOTCHES, BEVELS, MITERS, DRILLED HOLES, ETC. WITH "COPPER-GREEN-BROWN" OR EQUIVALENT WOOD PRESERVATIVE
PROVIDE 2X12 DECK JOISTS AT 16" O/C, UNO. DECK FRAMING SHALL BE SOUTHERN PINE #2 OR BETTER, TREATED FOR EXTERIOR APPLICATION. RE-1.
SHEET NOTES:FORVALDESE PARK OVERLOOKATVALDESE LAKESIDE PARK VALDESE, NC 28690DESTINATION BY DESIGN DECK STRUCTURE DRAWINGS3
1
SCALE: 1/2" = 1'-0"
FRAMING PLAN
S3
2
SCALE: 1" = 1'-0"
TYPICAL DECK HANDRAIL DETAIL
SCALE: 3" = 1'-0"
SECTION A-A RAIL POST
SCALE: 3" = 1'-0"
SECTION B-B RAIL POST CONNECTIONS
S3
3
SCALE: 3/4" = 1'-0"
TYPICAL KNEE RBACING DETAIL
S3
4
SCALE: 2" = 1'-0"
RAIL POST CONNECTION AT FLUSH BEAMFOR REVIEW - NOT FOR CONSTRUCTION
A
E
C
C
D
D
B
A
B
A
A
E
2'-0"26'-0"2'-0"
3'-8"7'-8"
14'-2"11'-10"
2'-10"3'-8"7'-8"
6"2'-0"21'-0"2'-0"5'-0"9'-10"6'-2"25'-0"30'-0"
2'-0"26'-0"2'-0"
7'-8"6'-6"4'-2"7'-8"
30'-0"2'-0"21'-0"2'-0"5'-0"9'-10"6'-2"25'-0"OTHERS
CONCRETE BUILDING BY
OUTLINE OF PRE-CAST
ACCORDANCE WITH THE MODIFIED PROCTOR
COMPACTED TO 95% OF THE DRY DENSITY IN
MIN. 6" THICK No. 57 STONE GRAVEL SUB-BASE
EXTERIOR WALL, TYP.
PRE-CAST BUILDING
NATIVE SUBGRADE
DURING BUILDING PLACEMENT. (PREPARED SUB-BASE NOT BY CXT).
PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB-BASE REQUIREMENTS
UNIFORMLY LEVEL, NOT VARYING MORE THAT 1/2" FROM A TRUE HORIZONTAL
ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF SUB-BASE SHALL BE
MINUS CRUSHED ROCK COMPACTED TO 95% OF OPTIMUM DENSITY IN
PROVIDED. SUB-BASE SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF 3/4"
PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE SHALL BE
2'-0"
TYPICALVARIES, 6" MINIMUM
SUB-BASE THICKNESS
FLOOR SLAB
PRE-CAST BUILDING
HEIGHT
EQUAL TO FLOOR SLAB
SIDEALK OR EARTH) IS
GRADE HEIGHT (PERIMETER
FILL SO THAT FINISHED
S41REVISIONSDATENo.23Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCFOUNDATION AND ELEVATIONPRE-CAST RESTROOM BUILDINGSHEET NUMBER FIRM LICENSE No. P-1357AS NOTEDSCALE: 2555BPROJECT No.BPMAPPROVED BY:TMSREVIEWED BY:GTDRAWN BY:9.9.2020DATE:4" WASTE PIPE EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. SEE PRE-CAST BUILDING DRAWINGS.
4"Ø WASTE LINE BURIED A MIN. OF 30", TYP.
4" CLEAN OUT TO GRADE.
2" VENT PIPES EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUGS. SEE PRE-CAST BUILDING DRAWINGS.
2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISICTION. SEE PRE-CAST BUILDING DRAWINGS.
KEY NOTES:FORVALDESE PARK OVERLOOKATVALDESE LAKESIDE PARK VALDESE, NC 28690DESTINATION BY DESIGN DECK STRUCTURE DRAWINGS4
1
SCALE: 3/8" = 1'-0"
PRE-CAST RESTROOM BUILDING FOUNDATION
A
B
C
D
E
TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING.
VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER, TYPICAL FOR OTHER
THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB-BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR 3.
SOIL/CONCRETE FRICTION FACTOR = 0.35•
20% OF THE 250 PSF SNOW LOAD IS INCLUDED TO DETERMINE SEISMIC LOADS•
SEISMIC USE GROUP = I•
SITE CLASS D•
BEARING WALL SYSTEM WITH CONCRETE SHEAR WALLS, R = 5.5 & OMEGAO = 2.5.•
SPECTRAL ACCELERATIONS: SS = 3.41 & S1 = 1.59.•
EXCEED THE CODE PRESCRIBED FOR THIS INSTALLATION:
LOADS DETERMINED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE. USING THE FOLLOWING PARAMETERS. WHICH MEET OR
BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB-BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON
LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE 2.
SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING.
SUBGRADE AND ALSO ACTS AS A FROST BARRIER. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY
PRIMARILY THROUGH BEARING WALLS TO A PREPARED GRANULAR SUB-BASE WHICH DISSIPATES VERTICAL LOADS UNIFORMLY TO THE NATIVE
THIS FACTORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOARDS ARE TRANSFERRED 1.
SHEET NOTES:
S4
2
SCALE: 3/8" = 1'-0"
PRE-CAST RESTROOM BUILDING ELEVATION
FOR REVIEW - NOT FOR CONSTRUCTION