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SITE NOTES:
1. PROJECT ADDRESS: 10517 BOYLSTON HWY
2. TOTAL ACREAGE: 52
3. ZONING: MR -MU
4. PROJECT PIN NUMBER(S): 9519-54-0173
5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY: BROOKS ENGINEERING ASSOCIATES, PA
6. EXISTING BOUNDARY INFO PROVIDED BY: BROOKS ENGINEERING ASSOCIATES, PA
7. FEMA FLOOD PANEL: 9519
8. RECEIVING STREAM: BOYLSTON CREEK
9. SOIL TYPE(S): FANNIN SILT LOAM
10. DEED BOOK /PAGE: 789/327
11. LATITUDE /LONGITUDE: LAT/LONG
12. DISTURBED ACREAGE: 6.3
13. EROSION CONTROL REVIEW: HENDERSON COUNTY
14. STORMWATER MANAGEMENT REVIEW: NCDEQ
15. ZONING REVIEW: TOWN OF MILLS RIVER
16. ZONING PERMIT NUMBER: N/A
17. SANITARY SEWER EXTENSION REVIEW: SEWER JURISDICTION
18. WATER EXTENSION REVIEW: WATER JURISDICTION
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
DAMAGES
L BE RE
FOR THE REPAIR OF
ALL HAL RESPONSIBLE S
OWNER'S FACILITIES
THE O AND S
WHICH OCCUR DURING CONSTRUCTION.
2. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO
I
E T S THE
GUARANTEE IS MADE OR IMPLIED BY THE LOCATION O REFLECTED DIN THE PLANS.
UTILITIES
SIZELOCATION
OF
ALL U
TO VERIFY THE TYPE S
AND
TOR S RESPONSIBILITY
CONTRAC
AND OTHER FEATURES WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF
E
THE DESIGN. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR TO CONSTRUCTIONIF EXISTING
S G
CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS.
3. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF
ENGINEERS PERMIT.
4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND
DISTURBING ACTIVITIES.
5. EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED
OF IN AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF
PERMITS PRIOR TO CONSTRUCTION.
6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR
APPROPRIATE AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL
PERMITS AND LICENSES NECESSARY TO ACCOMPLISH THE WORK.
8. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE
AND MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE
CONSTRUCTION STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER
APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF
CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGED BY
THE CONTRACTOR AT NO COST TO THE OWNER.
9. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY
UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
CONSTRUCTION,. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE
COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE
WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES,
ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
INSPECTION SCHEDULE:
1. NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE
OWNER, THE CONTRACTOR, THE ENGINEER, AND TOWN OF MILLS RIVER.
2. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
3. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL
INSPECTIONS.
4. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS
FOR ADDITIONAL REQUIREMENTS AND STANDARDS.
BEFORE YOU DIG !
CALL 81 1
N.C. ONE -CALL CENTER
I T' 8 THE LAW !
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N.T.S.
VICINITY MAP
DEVELOPER:
BMP HOLDINGS
OWNER:
ANDERSON TRUSTEES
ENGINEER:
CONTACTS
CONTACT INFO:
MARK BROOKS
17 ARLINGTON STREET
ASHEVILLE, NC 28806
828-232-4700
[e-mail]
CONTACT INFO:
JAMES ANDERSON TRUSTEES
PO BOX 489
MONTREAT, NC 28757
N/A
N/A
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA MARK BROOKS
17 ARLINGTON STREET
ASHEVILLE, NC 28801
828-232-4700
[e-mail]
SURVEYOR:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA PAUL SEXTON
828-232-4700
PSEXTO N @ B ROOKSEA.COM
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3.9.r
GRA DING AND S TORM WA TER LEGEND
BOUNDARY
STREAM
CENTERLINE
STREAM
BUFFER
30' STREAM BUFFER ZON
STORM
DRAIN
SWALE
STORM
PIPE
OUTLET
PROTECTION
PROP. PARK MODEL TRAVEL
TRAILER SLIP
0 PROP. PAVEMENT SURFACE
PROP. DOUBLE PARKING SPACE:
#57 STONE (ASTM), 4"
THICK OVER GEOTEXTILE
FABRIC
w lw EXIST. 302 NO -BUILD STREAM
BUFFER
GRADING AND STORM WA TER NOTES
1. EARTHWORK:
1.1. CUT: 40,000 c y
1.2. FILL: 40,000 c y
2. NCDEQ PERMIT NUMBER:
3. SOILS ON SITE ARE:
4. ALL DRAINAGE EASEMENTS MUST BE GRASSED AND/OR
RIP —RAPPED PER THE PLANS TO CONTROL EROSION.
5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,
OR CONCURRENT WITH, LAND —DISTURBING ACTIVITIES.
6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE
SEDIMENT SOURCE AND AN AMENDED PLAN BE SUBMITTED
AND APPROVED SHOWING MODIFIED EROSION CONTROL
DEVICES.
7. THE SITE SHALL RECEIVE TEMPORARY/PERMANENT SEEDING
WITHIN 7 DAYS OF COMPLETION OF GRADING OPERATIONS.
ALL GRADED SLOPES INCLUDING TOPSOIL ARE TO HAVE A
GROUND COVER ESTABLISHED WITHIN 21 CALENDAR DAYS.
8. FOR ALL SLOPES GREATER THAN 2: 1, THE SLOPE SHALL BE
DESIGNED BY A NORTH CAROLINA REGISTERED ENGINEER.
FOR ALL SLOPES GREATER THAN 2:1 AND GREATER THAN
5' IN HEIGHT, AN INSPECTION AND A STABILITY CERTIFICATE
BY A NORTH CAROLINA REGISTERED PROFESSIONAL L
ENGINEER IS REQUIRED.
UIRED. THE
OWNER SHALL ENGAGE THESE E
SERVICES.
9. ALL FILL SLOPES SHALL BE COMPACTED F DEPTH T 0 FULL D E 0
NOT THAN PERCENT
0 LESS 95 ERCE MAXIMUM DENSITY (STANDARD
PR HA PROCTOR), SHALL BE PLACED N A SURFACE CLEAR F 0 0
GROWTH AND DEBRIS AND BE PROPERLY BENCHED AN D
DRAINE
D.
10. ALL SLOPES GREATER THAN 4:1 SHALL BE SEEDED AND
N RI COVERED WITH NORTH AME CAN GREEN SC150 OR
APPROVED EQUAL EROSION CONTROL BLANKET AND
SECURED TO MANUFACTURERS SPECIFICATIONS.
11. AN APPROVED GRADING PERMIT IS REQUIRED
UIR
ED FOR THE
BORROW OR WASTE SITE PRIOR TO AN OF INITIATION ANY 0 LAND
DISTURBING ACTIVITY.
12. ALL STORMWATER MEASURES SHALL BE INSTALLED IN
ACCORDANCE WITH MILLS RIVER AND
SPECIFICATIONS
DETAI LS.
13. ALL STRUCTURAL BMP2S SHALL BE IN ACCORDANCE WITH
NSPECIFICATIONS CD E AND DE TAILS.
Q
BUA CALCULATION
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