SW3120701_APPROVED PLANS_20121022

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
cc APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2Q 4=- -
YYYYMMDD
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CONSTRUCTION PACKAGE FOR
TRACTOR SUPPLY - MIDLAND ,
DRAWING RECORD
ISSUED FOR DATE I ISSUED FOR DATE
SUBMITTED FOR
NCDENR
TOWN OF MIDLAND
CITY OF CONCORD (UTILITIES)
NCDOT (UTILITIES)
NCDOT (DRIVEWAY)
NCDOT (WIDENING)
NCDENR (EROSION CONTRC
PERMIT STATUS
APPROVED
No
No
No
No
No
No
No
PERMIT No.
None
None
None
None
None
None
None
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PROJECT INFORMA TION
TOPOGRAPHIC SURVEY DATA PROVIDED BY:
ENGINEER:
ForeSite Land Surveying
Burton Engineering Associates
Contact: Gary Brooks, PLS
Contact: Luke Bugenake, PE
5950 Fairview Road, Suite 100
Glenn Morris (Road Widening)
Charlotte, NC 28210
5950 Fairview Road, Suite 100
Phone: [phone] a Fax: [phone]
Charlotte, NC 28210
OWNER:
Phone: [phone] • Fax: [phone]
Midland - Durban Retail Investors, LLC
Contact: Darren Tuitt
ARCHITECT:
3735 Beam Road, Suite B
ad,
Oxford Architecture
Charlotte, NC
W Contact: Glen Oxford, A
Phone: [phone] . Fax: [phone]
120Na>i8 Pans Ave'
hville, TN 37212
Phone: [phone]x11 • Fax:[phone]
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SCHEDULE OF Dim WINGS
C1 - COVER SHEET
C2A -SITE PLAN
C213 - UTILITY PLAN
( C3 - PHASE 1 GRADING & EROSION CONTROL PLAN
C4 - PHASE 2 GRADING & EROSION CONTROL PLAN
C5A - FINAL GRADING & STORM DRAINAGE PLAN
C513 -ROAD PROFILES
C6 - STORMWATER MANAGEMENT PLAN A
C7 - STORMWATER MANAGEMENT PLAN B
C8 - STORMWATER MANAGEMENT PLAN C
C9A - LANDSCAPE PLAN
C913 - IRRIGATION AREAS (BY OTHERS�)A
C10A -CONSTRUCTION DETAILS
C10B -CONSTRUCTION DETAILS
C11A -CONSTRUCTION DETAILS
C11 B - CONSTRUCTION DETAILS
C12 -CONSTRUCTION DETAILS
EX - EXISTING CONDITIONS PLAN
RW1 - ROAD WIDENING PLAN
RW2 - PAVEMENT MARKING PLAN
RW3 - TRAFFIC CONTROL PLAN
RW4 - DETAILS
RW5-RW7 - ROAD WIDENING CROSS -SECTIONS
ZONING CODE SUMMARY
OWNER: MIDLAND - DURBAN RETAIL INVESTORS, LLC
PLANS PREPARED BY: BURTON ENGINEERING ASSOC. PHONE #: [phone]
ZONING: C24/27 TAX PARCEL: A PORTION OF 55552075060000 STORIES: 1
JURISDICTION: TOWN OF MIDLAND
PROPOSED BUILDING COVERAGE: 19,100+/- SQ. FT.
GROSS FLOOR AREA: 19,097+/- SQ.FT.
LOT SIZE: 2_6 ACRES (TOTAL) OPEN SPACE: 0.2 +/- ACRES (7.70A)
YARD REQUIREMENTS (BUILDING): (NO INTERNAL SETBACKS)
FRONT YARD SETBACK: 20 FT. (FROM HWY's) REAR YARD: 12 FT.
SIDE YARDS: 0 FT.
REQUIRED BUFFERS:
FRONT: (BYES NIA FT. REAR: NO ES N/A FT.
SIDE(L): NO ES NIA FT. SIDE (R): (BYES N/A FT.
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GENERAL NOTES
Q 1, ALL CONCRETE SIDEWALKS SHALL BE FULL 4• THICK 4000 PSI CONCRETE WW1' DEEP GROOVE CONTROL
2 JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGID
STRUCTURES EXCEPT WHERE TRAFFIC BEARING. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3, SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & ROOF
DOWNSPOUTS.
4. SEE ARCH. PLANS FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC.
5, DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES.
S. ACCESSIBLE PARKING:
a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 114' PER
FOOT ACROSS THE SPACE.
b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2"
OR MORE.
c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20).
d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING
SPACE SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-8,
R7-8D "PENALTY" SIGN & HERE APPLICABLE, 'VAN ACCESSIBLE' SIGN.
7. THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
8. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION,
IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE
MADE PRIOR TO THE START OF WORK.
9. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE NOTED.
10. SEE LIGHTING PLAN FOR LIGHTING REQUIREMENTS.
11. THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL & VERTICAL
CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS CONTROL & PROVIDE ALL BENCHMARKS, STAKES,
GRADES, LEVELS, & LINES NECESSARY FOR CONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATE
SUPERVISION TO PREVENT DAMAGE & MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION
STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE & 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 ENGAGES BY THE CONTRACTOR AT NO COST TO THE
OWNER.
12. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE RESTORED
TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
13. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT.
14. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
15. ALL FILL SHALL BE COMPACTED TO 95°% PER ASTM D 698. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL & DEBRIS.
16. TREE SAVE NOTES:
a. TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADING
CONTRACT SHALL BE MAINTAINED UNTIL THE TOWN OF MIDLAND ALLOWS ITS
REMOVAL. REMOVAL OF THIS FENCING SHALL BE INCLUDED HEREIN.
b. THE SITE WORK CONTRACTOR(S) SHALL BE FAMILIAR WITH & OBSERVE THE
APPLICABLE REQUIREMENTS. ANY QUESTIONS SHOULD BE DIRECTED TO THE
PROJECT CIVIL ENGINEERING REPRESENTATIVE.
17. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION,
18. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNER(S).
19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB.
20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEET C4 & C5 FOR
EROSION CONTROL PLANS,
21. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE & BELOW -GRADE
IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH PRIOR TO START OF CONSTRUCTION. .
22. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, LOGS, TIMBER, JUNK & OTHER ACCUMULATIONS.
23. NON-STANDARD ITEMS OE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RAN REQUIRE A RAN ENCROACHMENT
AGREEMENT WITH N.C,D,O,T. BEFORE INSTALLATION.
24. 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 & REGULATIONS 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.
25. ALL CONSTRUCTION SHALL MEET LOCAL & STATE STANDARDS.
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26. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT [phone]. ITS THE LAW.
27. CONTRACTOR SHALL COORDINATE WITH PUBLIC WORKS ENGINEERING DURING INSTALLATION AND
INSPECTION OF CURB, GUTTER, SUBGRADE, AGGREGATE BASE COURSE FOR ROADWAYS AND PARKING LOT
20. THE FOLLOWING GUARANTEES WILL NEED TO BE SUBMITTED PRIOR TO RELEASE OF CERTIFICATE OF
OCCUPANCY.
s PROVISION OF GUARANTEE - MAINTENANCE OF STORWATER POND
Q PROVISION OF MAINTENANCE - PUBLIC ACCESS EASEMENT"
3 "TH MAINTENANCE OF THE PUBLIC ACCESS EASEMENTS TO ALSO INCLUDE STOP SIGN INS TALLATION AND
MAINTENANCE AS LONG AS THE ACCESS IS PRIVATE
29. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, TOWN TO RECEIVE AS -BUILT OF CONSTRUCTED
STORMWATER FACILITIES
30. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, STORMWATER ADMINISTRATOR APPROVAL IS
REQUIRED
31. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, PROVIDE PROTECTIVE COVENANTS.
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Drawn By
05/25/12
Date
Revisions
1- 06/08/12 - Per NCDENR Review
060112 - ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113112- PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - 0&%12 - TOWN, NCDENR & NCDOT COMMENT
4 - 08/20112 - ADDED HYDRANT & FOC
5 - 08122112 - ADDED FIRE LANE PER FIRE MARSH.
6 - 09128112 - REVISED PER OWNER'S REQUEST
7 - 10119112 -TOWN OF MIDLAND COMMENTS
Project Number
487-026
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JURISDICTION: TOWN OF MIDLAND
DB 2863 PG 348
ZONED: C601
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+ + + + + + REQUIRED OPEN SPACE (8,500-SF)
+ + + _ 6,820-SF PROVIDED IN SAND FILTER AREA ( EXCLUDES SAND)
REDUCED TO 2,805-SF (33% OF REQUIRED OPEN SPACE)
- 1,330-SF PROVIDED IN FRONT OF DISPLAY AREA
- 4,750-SF IN STREAM BUFFER AREA
3 2 TOTAL: 8,886-SF OF OPEN SPACE PROVIDED
IV V v C PROP. TREE PIT AREA
17,
DEVELOPMENT NOTES
1. ALL PUBLIC IMPROVEMENTS MUST BE WITHIN PUBLIC STREET RIGHT-OF-WAY OR PUBLIC
UTILITYIPEDESTRIAN EASEMENTS.
2. CODE 5300: DEPARTMENT, VARIETY, OR GENERAL MERCHANDISE STORE.
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FOR HWY 601 ROAD WIDENING
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DB 1916 PG 207
USE: COMMERCIAL
PA VING SPEC. 's
NORMAL DUTY MEDIUM DUTY
1" ASPHALT SURFACE COURSE 1" ASPHALT SURFACE COURSE
I 2" ASPHALT BINDER COURSE 2" ASPHALT BINDER COURSE
i . 6" AGG. BASE COURSE 8" AGG. BASE COURSE
18 =100°% COMPACTED 1W-100°% COMPACTED
SUBGRADE SUBGRADE
HEAVY DUTY
2" ASPHALT SURFACE COURSE
2" ASPHALT BINDER COURSE
8" AGG. BASE COURSE
24"-100"% COMPACTED
SUBGRADE
CONCRETE PAVEMENT
W PORTLAND CEMENT OVER
6"AGG. BASE COURSE
24'-100°% COMPACTED
SUBGRADE
CONCRETE PAVEMENT
(WEST DISPLAY AREA)
4" PORTLAND CEMENT OVER
6" AGG• BASE COURSE
24%100°% COMPACTED
SUBGRADE
SITE NOTES
O NEW CONCRETE SIDEWALK. SEE GENERAL NOTES ON SHEET C1 AND DETAIL ON SHEET C10A.
20 NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAIL ON SHEET C10A.
3O NEW ACCESSIBLE RAMPIDEPRESSED CURB, IN ACCORDANCE WITH N.C. ACCESSIBILITY CODE,
ADA & LOCAL REQUIREMENTS & SPECIFICATIONS. SEE DETAIL ON SHEET C10A.
® TRANSITION 2'-6" CURB AND GUTTER TO 1'-6" CURB AND GUTTER. MATCH GRADE
O NEW HEAVY DUTY ASPHALT PAVEMENT. SEE PAVING SPECS, THIS SHEET.
ONEW NORMAL DUTY ASPHALT PAVEMENT. SEE PAVING SPECS, THIS SHEET.
® NEW 6" CONCRETE PAVEMENT. SEE PAVING SPECS, THIS SHEET.
® NEW 4" 4000 PSI CONCRETE PAVEMENT. SEE PAVING SPECS, THIS SH_EE�1Q7
® NEW V-6" CURB AND GUTTER. SEE DETAIL ON SHEET C10A.
® NEW 2'-6" CURB AND GUTTER. SEE DETAIL ON SHEET C10A.
10 NEWT-6" CURB AND GUTTER. TIE TO PROPOSED ROAD WIDENING CURB AND GUTTER. MATCH
GRADE. SEE DETAIL ON SHEET C10A. REFER TO SHEETS RW1 TO RW4 TO COORDINATE WITH
ROAD WIDENING
4 NEW 4' GEORGETOWN RECYCLED PLASTIC BENCHES BY BARCO PRODUCTS (EXACT LOCATION TO
BE DETERMINED DURING CONSTRUCTION)
Q 4" PAINTED YELLOW STRIPE INDICATING (TYPICAL)
13 NEW ROLLING GATES (SEE ARCH, PLANS) �� 2
14 NEW 8' BLACK VINYL COATED CHAIN LINK FENCE (SEE ARCH. PLANS) - SPEC-S ON SHEET C1 6
Q 5' SWING GATE (SEE ARCH. PLANS)
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16 NEW V-6" FEATHER CURB
NEW CONCRETE WHEEL STOP
18 NEW DUMPSTER ENCLOSURE (SEE ARCH. PLANS)
19 NEW TRACTOR SUPPLY PROTOTYPICAL SIGNAGE. SIGNS TO BE PERMITTED SEPARATELY BY
CONTRACTORIINSTALLER. CONTRACTOR TO PROVIDE POWER To SIGN. (SEE ARCH. PLANS)
QTRANSITION FROM 11-6" BARRIER CURB TO 1'-6" MOUNTABLE CURB
Q NEW 1'-6" MOUNTABLE CURB & GUTTER. SEE DETAIL ON SHEET C10A
© NEW 4' WIDE CONCRETE FLUME.
QNEW WAVE RACK FOR BICYCLE PARKING (SEE DETAIL ON SHEET C11 B)
® NEW 3' CURB OPENING, 12' ON CENTER �J
© NEW 2' PAINTED STOP BAR
QNEW STOP SIGN
© NEW CONCRETE WHEEL STOP
QPAINTED CROSSWALK STRIPING Q
Q4" WHITE THERMOPLASTIC STRIPING
30 NCDOT STANDARD CROSSWALK. NCDOT STANDARD DRAWING 1205.07 J Seal
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31 20' X 4' RED STRIPED FIRE LANE PER NC FIRE CODE. PROVIDE SIGNAGE AND PERMANENT "NO r "&+�•
PARKING- FIRE LANE" MARKING PER NC FIRE CODES D103.6 AND 503.3 RO �• •
•
3© e' SIDEWALK WITH ADA RAMPS. SEE ROAD WIDENING SHEETS RW1 THROUGH RW7
33 NEW MEDIUM DUTY ASPHALT PAVEMENT. SEE PAVING SPECS, THIS SHEET. Q 4� SEAL 9r'•
�./ 12557
I GE/VERAL NOTES I
2. BOUNDARY INFORMATION TAKEN FROM A SURVEY BY FORESITE SURVEYING.
3. SEE ARCHITECTURAL PLANS FOR DETAILED BUILDING & SIDEWALK DIMENSIONS.
4. ALL TRAFFIC SIGNS. STRIPE PAINTING, ETC., TO CONFORM TO THE PRINCIPLES OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D•)
5. ALL CURB CUTS SHALL BE MADE BY SAW CUTS; EXISTING ELEVATIONS SHALL BE FIELD
VERIFIED & MATCHED.
6. ALL DRIVEWAYS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DETAILS &
SPECIFICATIONS.
7. ALL ACCESSIBLE RAMPS, PARKING SPACES, SIGNS, ETC. SHALL MEET THE STANDARDS
OF THE AMERICANS WITH DISABILITIES ACT & THE NC ACCESSIBILITY CODES.
8. CONTRACTOR TO COORDINATE ANY PROBLEMS OR FIELD CONDITIONS THAT MAY
CHANGE DESIGN WITH ARCHITECTIENGINEER PRIOR TO PROCEEDING.
PA WAG LEGEND
MEDIUM DUTY ASPHALT
7,EQU/RED PARKING c
1 SPACE PER 350 S.F.
PROPOSED BUILDING = 19,097 S.F.
REQUIRED SPACES = 55 SPACES
BICYCLE SPACES REQUIRED: 3 SPACES
PROPOSED PARKING
TOTAL PARKING = 60 SPACES
REGULAR = 56 SPACES
ACCESSIBLE = 4 SPACES
(12 SPACES IN ACCESS EASEMENT NOT INCLUDED)
BICYCLE SPACES PROVIDED: 3 SPACES
DRA WING INPORMA TION
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LJ B
Drawn By
05/14/12
Date
Revisions
1- 06/08/12 - Per NCDENR Review
060112- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07/13112 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - WW1 -TOWN, NCDENR & NCDOT COMMEN'
I- 08120112 -ADDED HYDRANT & FDC
i - 00/2012 -ADDED FIRE LANE PER FIRE MARSH
3 - 09128112 -PER OWNER'S REQUEST
i-10/19112 - TOWN OF MIDLAND COMMENTS
Project Number
487-026
160
Sheet of
C2A 18
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\ _ _ _ CONVERT PH.1 SEDIMENT TRAP TO
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SEE SHEET C6 FOR DETAILS
SAND FILTER #2
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GENERAL GR.4D/NG A S/TE NOTES
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1.
THE UTTIES & THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNER'S
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UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY
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THE LOCATION, DEPTH & EXISTENCE OF ALL (ELECTRICAL MECHANICAL, WATER TELEPHONE,
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GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY
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COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY
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LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE
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LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE
L
1;
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (1-800-632-4949) PRIOR TO DIGGING.
W6 Ul)
2.
ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION AT THE CONTRACTORS EXPENSE.
y
ALL CONSTRUCTION & CONSTRUCTION MATERIALS WITHIN THE STREET RIGHT-OF-WAY SHALL CONFORM
ILL3.
TO THE STANDARD SPECIFICATIONS OF NCDOT.
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4.
ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA & NC ACCESSIBILITY CODES.
Seal
5.
THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATION & DIMENSIONS OF
BUILDING & SURROUNDING AREAS.
6.
TOP SOIL TO BE STRIPPED & STOCKPILED IN AREA DESIGNATED BY OWNER.
7.
ANY UNSUITABLE SOILS TO BE WASTED ON SITE ARE TO BE QUALIFIED BY A GEO-TECHNICAL ENGINEER
SEAL r
12557
PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE
UNSUITABLE MATERIAL IS UNCOVERED.
`
ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER. IF EXCESS SOIL IS
••. I.•' r
'AST.,, ".. ��'%7 P8.
• '•"
�'•u°N T ��y`OJ
ANTICIPATED OR ENCOUNTERED, CONTRACTOR MAY, WITH PRIOR APPROVAL OF OWNER & ENGINEER,
RAISE THE ENTIRE SITE INCREMENTALLY TO MORE CLOSELY BALANCE EARTHWORK VOLUMES.
CONTRACTOR SHALL MAKE ALLOWANCES FOR REMOVAL OF ENCOUNTERED UNSUITABLE SOILS IF
GRADE ELEVATION ADJUSTMENTS ARE MADE.
TO COORDINATE WITH GEO-TECHNICAL ENGINEER ON ANY SUBSURFACE DRAINAGE
9.
CONTRACTOR
SYSTEMS TO BE INSTALLED. IF INITIAL SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS
BE INSTALLED UNDER FOOTINGS & BUILDING AREA, CONNECTIONS TO BE FIELD COORDINATED.
10.
APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO WORK ON ADJACENT PROPERTIES. WHEN
CONDITIONS WARRANT OFF -SITE GRADING, UTILITY WORK, CLEARING OR OTHER WORK NOT ON THE
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OWNER OF RECORDS PROPERTY, THE CONTRACTOR MUST OBTAIN WRITTEN AGREEMENT, OR OBTAIN A
EASEMENT FROM THE OWNER(S) BEFORE PROCEEDING.
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11.
DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS.
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12.
DO NOT PLACE SIDEWALKS OVER WATER MAINS.
13.
DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS, OR WITHIN RIGHT-OF-WAY.
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- J f PROJECT: TRACTOR SUPPLY -MIDLAND NC DATE: 05/25/12
? 513 26 / / / ?%/ ' / �.�' / ! LOCATION: CABARRUS COUNTY, NC REVISED: 10l19112 J Z J
- •%. / `f c
i / 1/ STORM FREQUENCY (ON -SITE): 10YR JOB NO: 487-026
/ �o� a�J
1 0 - �.
5 3.40 �1 / ;' _ / f STORM DRAINAGE PIPES TO BE CL III UNLESS OTHERWISE NOTED COMPUTED BY: LJB CL
HP .
26
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1 5�08:8 I 1 511.3 HP 1 - i - ! 51 J. -. i3.1'2�I / , fw_ _/� ,` // / ' CHECKED BY CTB ....
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cn
- ._ r __ LENGTHTc TOTAL DIA. VELOCITY MH SLOPE RIMI N
1 _ 510.35 510.49 / / _. / / , i PIPE STRUCTURE AREA AC C I FULL INV.UP INV.DN REMARKS - r512.712 / , / / / (FT) ( ) (MIN) Q CFS (INCH) (C ) (FPS) INV. (°�) GRATE VALUE
CID
1
0.77 R
V
512.72 513.12 / f 7 / / I ats FROM TO FULL DESIGN
1` 1 !�-
510.91 / 5112.Z9l / / li f�j _ '� ,__ 1 1 .. ..J
JB-7 CB-6 8 1.78 0.80 10.00 8.89 24 5.6 506.14 506.10 0.50 1 0.012 CL III RCP O Q
ur:8•a• 51 5
1 1/Ilr{ 510.55 , : / �c fin- t� '' / +� i ' /IMM
�1 / . / If t' CB-6 CB-5 30 0.44 0.40 5.00 9.97 24 5.7 506.00 505.77 0.50 0.012 CL III RCP z
i513.09
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�r 513.23
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0.50-� 51t1.95 1 yw ' o / /
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/ 5i10,B 0, 5 1 ! !/ ? 1l 1 � / / / / h / GI-5.1 CB-5 27 0.50 0.85 5.00 3.24 18 4.3 506.26 506.17 - 0.012 CL III RCP
•��I � 1 GRdrTE:f509.9�
E 1/ J �11.79 ; / 1 / / � CB-5 CB-4 99 0.36 0.85 5.00 14.44 24 6.2 505.67 505.09 0.50 0.012 CL III RCP
1 ! ' '` 4510.36 / ! 51 8 11.9 513. 4 i I� -
i �1 t f ! / i/ / J / , CB-4 FES-3 26 0.04 0.90 5.00 14.53 24 6.2 504.13 504.00 0.50 0.012 CL III RCP
511.09 �5 3 ?� r. / 613.69
,, �' / 513.76 / o
GI-2 FES-1 74 0.96 0.90 5.00 6.60 18 5.1 505.37 505.00 0.50 0.012 CL III RCP
, :•
11.46
/ i 13.
1s / 1CTB ? i I J o 151 b 511.1 1.42 I �S`12 6 �� �ti ; ;' / 51 02 �� / t
b / j GI-9 EP-8 34 0.06 0.95 5.00 0.44 8 2.6 505.17 505.00 0.50 0.012 PVC Engineer
511.55 / 51 LJB
_ DNA WING /NFORMA T/ON
` R/P/�4P CH�4RT sEEDEr.�iZ c>2 Drawn By
511 +2 / 512.42 70
f, / 513 3 f / r 05/25/12
/ 1 w 511.87 i 512.50 ( ) (W)
J �_ DIA. OF La APRON TRUE j Date
1 13, 6 0-FLOW FULL OUTLET VEL. STONE N
I 1 y I !ri 1 4 / ? STRUCTURE NO. (CFS) PIPE (FPS} ZONE APRON LEN. APRON WID. THICK. (d) CLA55 NORTH ti
1 f, , ;' / 51 (IN.} (F.) (FT.} (IN.) � o-
Revisions
,'�f f a I J / / 511.77 f'_ �t / / / ,�1 < /�579 FES-1 8.0 18 4.6 19 24 1 B B -- 1- 06/08112 - Per NCDENR Review
' i 5 / / FES-3 17.3 24 5.5 26 32 18 B 0612WI2 ASSUED FORBID -NOT FOR CONSTR.
512.1(7 �$ t / i 13• / 2 - 07113112 - PER NCDENR, CITY OF CONCORD,
14 /,' { Or
fL`f - _ ` 14 / / / / /�DDFD/Pi4"//V.4GEP/PE C/5�.4/�T N� C a!h AND TOWN OF MIDLAND COMMENTS
Is-' 1 _ / /NGliy One -Call Center
3 - 08/06112 - TOWN, NCDENR & NCDOT COMMEN'
Call Befom You Dig!
NAME SIZE LENGTH SLOPE MATERIAL INV. UP INV. DOWN m �, 6-09128112- PER OWNER'S REOUEST
1 600-632,4949
£ f%
/ W E 7 -10V1 9112 - TOWN OF MIDLAND COMMENTS
� f / / / 7 3 2 RD1 12" 38' 1.00% HDPE 504.88 504.50 3 V
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ff
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R02 12" 58, 2.00% HDPE 509.22 508.06 1s g ��
NOTE: i/ , 1 , // RD3 10" 32' 1.00% HDPE 509.53 509.22
f
NO WETLANDS HAVE BEEN IDENTIFIED OR EXIST l j END ROAD CONSTR CTION , / / f RD4 10" 49' 1.00% HDPE 510.02 509.53
WITHIN THE SUBJECT PROPERTY. STATION4 03.37 /
RD5 " GRAPHIC SCALE
8 31 0.50/o HDPE 510.17 510.02 30 0 is 30 60
..........
IN FEET )
Project Number
487-026
130 Sheet of
Pr.0 i A
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Ili
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GRASS SOD ON CHANNEL (�' / // INV: 501.84
/
(SEE CHART SHEET CB) I ` A
05 50 ' / 507 - 508 /-509 510
y��� ll �• _V
-- - - - - - - - - -----
i
513
(SEE DETAIL) , /f — — - `f - - - - ,L i - I �� •• 506
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�7= — / / 6' MAIN. PATH
01
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502 / U7 I /
/
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MICRO -POOL / M CD
ICD In
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FES-E
504
INV. 4" DRAIN:
502.0 (MIN) 'p
(EXIST. TOE=500.6) , / B �Jr06• • / /� — — — — — — ,—InOT /
(EXIST. TOB=503, 76) /J05 _ 50/
0\` .4. NLA
ro DI
0 A L INV=502.6'
DRAIN /_ 7�'
9' RS-F /
506
ti J� 4" LINDERDRA N 508
512
N
ROP_SAND FILTER 92 SAND FILTER #2 & DETENTION PLAN)
WITH FOREBAY SOD ON TOP OF DAM &
(SEE DETAIL THIS SHEET) SLOPES TO SAND FILTER JA
(SEE LANDSCAPE PLAN) ENLARGED DETAIL
�J
SCALE: 1 "=20'/��
2
a
SOD ON TOP OF DAM &
_j SLOPES TO SAND FILTER
N
507
6'
— — 1 �N
' J 1
(COARSE MASONRY SAND
2—
FILTER FABRIC
FILTER FABRIC
AROUND UNDERDRAIN
GRAVEL BED
8" MIN UNDERDRAIN/
RS-K 18"CMP RISER
TOP ELEV = 506.00 TOP ELEV = 505.50
INV = 504.10
FES - E
INV = 504.00
6'
STAGE 3
,AND-FILMR-ELEVt-505r� WQ
—
PONDING m - 12' CMP BARREL @ 0.50%
0.5% SLOPE
SAND FILTER SECTION
'B—BI
(NOT TO SCALE)
GRAVEL BED (#57
WASHED STONE)
NOTE:
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE
NORTH CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING &
DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA
ARE INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF OFFSITE.
1
TYPICAL SECTION
SAND FILTER W/ FOREBAY
PERFORATED 4" DIA.
UNDERDRAIN PIPE (SCHEDULE
40 PVC OR SLOTTED HDPE)
PERFORATIONS @ 6" O/C
MIN. OF 4 HOLES/ROW
/ I /
/
/
NOTE:
ALL AREAS TO BE SEEDED
TO PERMANENT SEEDING SPECS
- -Pip -
• •_ SUPPLY, MIDLAND,
STORM—PR
LOCATION: CABARRUS COUNTY, NC
• .• .
IIIIIIIIIIIII, IIIIIIIIIIIII,-IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIIIII■11111111111�111111�111111111111IIIIIIIIII, IIIIIIIII, IIIIIIIII, IIIIIIIII, 1111111111'lllllllll,-111111111111
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED
TO PERMANENT GROUND COVER SPECFICATIONS.
THE PERMANENT DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE
CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT
ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL
GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT PONDS ARE TO BE
CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS
CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS
STABILIZED AND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE
ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND
REGRADING THE BASIN CONTOURS TO THOSE SHOWN ON THE PLAN.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE
DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A'BLADDER'
TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE
AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED MATH PERMANENT SEEDING.
c
Q3 ( NOTE:
FUTURE STREET EXTENSION WILL REQUIRE THE SAND FILTEF
TO BE EXPANDED & A MODIFICATION OF THE STORMWATER
MANAGEMENT PERMIT FROM NCDENR
10 -1" O HOLES @ 4.1/4" O/C
5 ROWS @ 4" O/C
RIP RAP AROUND RISER
DI- M \ 3
RIM = 605.50
— 507
— — ——FGREBAY — — — — —
3
18" STORAGE — 505
— 503
WASHED #57 STONE
AROUND RISER
S.H.W.T. = NOT ENCOUNTERED
l_ 18" CONCRETE
ANTI FLOATATION BLOCK
RIP -RAP CHART
STRUCTURE PEAK DIA OF (L) (W) STONE MIDRANGE THICKNES
Q•FLOW PIPE APRON LEN. APRON WID. GRADATION
No. (CFS) (IN.) (FT.) (FT.) CLASS (IN) (IN.)
FES-A 31.4 30 32 40 8 9 18
�J 2
FES-E 2.7 12 12 15 1 A 4 9
FES-N 8.0 18 19 24 1 B 8 18
SAND FILTER DESIGN SUMMARY
DRAINAGE AREA: 3.5 AC TOTAL
W.Q. PONDING: 1.5' MAX
SAND DEPTH: 1.5'
TIME TO DRAIN: 40 HOURS
WATER QUALITY VOL. 7,868CF
SEDIMENT CHAMBER: 2,200 SF (ELEV 504)
SAND FILTER MEDIA 1,810 SF (ELEV 604)
SAND FILTER OPERATION & MAINTENANCE PLAN
GC
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. AND/OR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W21LL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDIATLEY.
BMP ELEMENT: POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP TRASH DEBRIS PRESENT REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE REGRADE THE SOIL IF NECESSARY TO
(IF APPLICABLE) PAVEMENT SURFACE REMOVE THE GULLY, AND THEN PLANT
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO MAINTAIN VEGETATION AT AN
LONG. APPROPRIATE HEIGHT.
FLOW DIVERSION STRUCTURE THE STRUCTURE IS CLOGGED. UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED. MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT SEDIMENT HAS ACCUMULATED TO A SEARCH FOR THE SOURCE OF THE
AREA DEPTH OF GREATER THAN SIX SEDIMENT AND REMEDY THE PROBLEM IF
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN WATER IS PONDING ON THE SURFACE CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM FOR MORE THAN 24 HOURS AFTER A SYSTEM IS CLOGGED AND FLUSH IF
STORM. NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER EROSION OF OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT
OUTLET. 919-733-1786.
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Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
NOTE:
ALL AREAS TO BE SEEDED
TO PERMANENT SEEDING SPECS
- -Pip -
• •_ SUPPLY, MIDLAND,
STORM—PR
LOCATION: CABARRUS COUNTY, NC
• .• .
IIIIIIIIIIIII, IIIIIIIIIIIII,-IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIII, IIIIIIIIII■11111111111�111111�111111111111IIIIIIIIII, IIIIIIIII, IIIIIIIII, IIIIIIIII, 1111111111'lllllllll,-111111111111
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED
TO PERMANENT GROUND COVER SPECFICATIONS.
THE PERMANENT DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE
CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT
ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL
GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT PONDS ARE TO BE
CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS
CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS
STABILIZED AND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE
ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND
REGRADING THE BASIN CONTOURS TO THOSE SHOWN ON THE PLAN.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE
DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A'BLADDER'
TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE
AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED MATH PERMANENT SEEDING.
c
Q3 ( NOTE:
FUTURE STREET EXTENSION WILL REQUIRE THE SAND FILTEF
TO BE EXPANDED & A MODIFICATION OF THE STORMWATER
MANAGEMENT PERMIT FROM NCDENR
10 -1" O HOLES @ 4.1/4" O/C
5 ROWS @ 4" O/C
RIP RAP AROUND RISER
DI- M \ 3
RIM = 605.50
— 507
— — ——FGREBAY — — — — —
3
18" STORAGE — 505
— 503
WASHED #57 STONE
AROUND RISER
S.H.W.T. = NOT ENCOUNTERED
l_ 18" CONCRETE
ANTI FLOATATION BLOCK
RIP -RAP CHART
STRUCTURE PEAK DIA OF (L) (W) STONE MIDRANGE THICKNES
Q•FLOW PIPE APRON LEN. APRON WID. GRADATION
No. (CFS) (IN.) (FT.) (FT.) CLASS (IN) (IN.)
FES-A 31.4 30 32 40 8 9 18
�J 2
FES-E 2.7 12 12 15 1 A 4 9
FES-N 8.0 18 19 24 1 B 8 18
SAND FILTER DESIGN SUMMARY
DRAINAGE AREA: 3.5 AC TOTAL
W.Q. PONDING: 1.5' MAX
SAND DEPTH: 1.5'
TIME TO DRAIN: 40 HOURS
WATER QUALITY VOL. 7,868CF
SEDIMENT CHAMBER: 2,200 SF (ELEV 504)
SAND FILTER MEDIA 1,810 SF (ELEV 604)
SAND FILTER OPERATION & MAINTENANCE PLAN
GC
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. AND/OR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W21LL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDIATLEY.
BMP ELEMENT: POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP TRASH DEBRIS PRESENT REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE REGRADE THE SOIL IF NECESSARY TO
(IF APPLICABLE) PAVEMENT SURFACE REMOVE THE GULLY, AND THEN PLANT
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO MAINTAIN VEGETATION AT AN
LONG. APPROPRIATE HEIGHT.
FLOW DIVERSION STRUCTURE THE STRUCTURE IS CLOGGED. UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED. MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT SEDIMENT HAS ACCUMULATED TO A SEARCH FOR THE SOURCE OF THE
AREA DEPTH OF GREATER THAN SIX SEDIMENT AND REMEDY THE PROBLEM IF
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN WATER IS PONDING ON THE SURFACE CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM FOR MORE THAN 24 HOURS AFTER A SYSTEM IS CLOGGED AND FLUSH IF
STORM. NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER EROSION OF OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT
OUTLET. 919-733-1786.
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oss166•):t)k9k�
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Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED
TO PERMANENT GROUND COVER SPECFICATIONS.
THE PERMANENT DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE
CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT
ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL
GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT PONDS ARE TO BE
CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS
CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS
STABILIZED AND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE
ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND
REGRADING THE BASIN CONTOURS TO THOSE SHOWN ON THE PLAN.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE
DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A'BLADDER'
TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE
AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED MATH PERMANENT SEEDING.
c
Q3 ( NOTE:
FUTURE STREET EXTENSION WILL REQUIRE THE SAND FILTEF
TO BE EXPANDED & A MODIFICATION OF THE STORMWATER
MANAGEMENT PERMIT FROM NCDENR
10 -1" O HOLES @ 4.1/4" O/C
5 ROWS @ 4" O/C
RIP RAP AROUND RISER
DI- M \ 3
RIM = 605.50
— 507
— — ——FGREBAY — — — — —
3
18" STORAGE — 505
— 503
WASHED #57 STONE
AROUND RISER
S.H.W.T. = NOT ENCOUNTERED
l_ 18" CONCRETE
ANTI FLOATATION BLOCK
RIP -RAP CHART
STRUCTURE PEAK DIA OF (L) (W) STONE MIDRANGE THICKNES
Q•FLOW PIPE APRON LEN. APRON WID. GRADATION
No. (CFS) (IN.) (FT.) (FT.) CLASS (IN) (IN.)
FES-A 31.4 30 32 40 8 9 18
�J 2
FES-E 2.7 12 12 15 1 A 4 9
FES-N 8.0 18 19 24 1 B 8 18
SAND FILTER DESIGN SUMMARY
DRAINAGE AREA: 3.5 AC TOTAL
W.Q. PONDING: 1.5' MAX
SAND DEPTH: 1.5'
TIME TO DRAIN: 40 HOURS
WATER QUALITY VOL. 7,868CF
SEDIMENT CHAMBER: 2,200 SF (ELEV 504)
SAND FILTER MEDIA 1,810 SF (ELEV 604)
SAND FILTER OPERATION & MAINTENANCE PLAN
GC
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. AND/OR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W21LL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDIATLEY.
BMP ELEMENT: POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP TRASH DEBRIS PRESENT REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE REGRADE THE SOIL IF NECESSARY TO
(IF APPLICABLE) PAVEMENT SURFACE REMOVE THE GULLY, AND THEN PLANT
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO MAINTAIN VEGETATION AT AN
LONG. APPROPRIATE HEIGHT.
FLOW DIVERSION STRUCTURE THE STRUCTURE IS CLOGGED. UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED. MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT SEDIMENT HAS ACCUMULATED TO A SEARCH FOR THE SOURCE OF THE
AREA DEPTH OF GREATER THAN SIX SEDIMENT AND REMEDY THE PROBLEM IF
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN WATER IS PONDING ON THE SURFACE CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM FOR MORE THAN 24 HOURS AFTER A SYSTEM IS CLOGGED AND FLUSH IF
STORM. NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER EROSION OF OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT
OUTLET. 919-733-1786.
Z Lu CCLuZH aZxWw
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444
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12557
" n•• •_:
9' n
oss166•):t)k9k�
U)F-
L7 F -:
Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
SAND FILTER DESIGN SUMMARY
DRAINAGE AREA: 3.5 AC TOTAL
W.Q. PONDING: 1.5' MAX
SAND DEPTH: 1.5'
TIME TO DRAIN: 40 HOURS
WATER QUALITY VOL. 7,868CF
SEDIMENT CHAMBER: 2,200 SF (ELEV 504)
SAND FILTER MEDIA 1,810 SF (ELEV 604)
SAND FILTER OPERATION & MAINTENANCE PLAN
GC
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. AND/OR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W21LL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDIATLEY.
BMP ELEMENT: POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP TRASH DEBRIS PRESENT REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE REGRADE THE SOIL IF NECESSARY TO
(IF APPLICABLE) PAVEMENT SURFACE REMOVE THE GULLY, AND THEN PLANT
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO MAINTAIN VEGETATION AT AN
LONG. APPROPRIATE HEIGHT.
FLOW DIVERSION STRUCTURE THE STRUCTURE IS CLOGGED. UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED. MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT SEDIMENT HAS ACCUMULATED TO A SEARCH FOR THE SOURCE OF THE
AREA DEPTH OF GREATER THAN SIX SEDIMENT AND REMEDY THE PROBLEM IF
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN WATER IS PONDING ON THE SURFACE CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM FOR MORE THAN 24 HOURS AFTER A SYSTEM IS CLOGGED AND FLUSH IF
STORM. NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER EROSION OF OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT
OUTLET. 919-733-1786.
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444
4�0
� SEAL,-
12557
" n•• •_:
9' n
oss166•):t)k9k�
U)F-
L7 F -:
Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
SAND FILTER OPERATION & MAINTENANCE PLAN
GC
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. AND/OR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE.
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE W21LL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDIATLEY.
BMP ELEMENT: POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP TRASH DEBRIS PRESENT REMOVE THE TRASH/DEBRIS
ADJACENT PAVEMENT SEDIMENT IS PRESENT ON THE REGRADE THE SOIL IF NECESSARY TO
(IF APPLICABLE) PAVEMENT SURFACE REMOVE THE GULLY, AND THEN PLANT
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO MAINTAIN VEGETATION AT AN
LONG. APPROPRIATE HEIGHT.
FLOW DIVERSION STRUCTURE THE STRUCTURE IS CLOGGED. UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE IS DAMAGED. MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT SEDIMENT HAS ACCUMULATED TO A SEARCH FOR THE SOURCE OF THE
AREA DEPTH OF GREATER THAN SIX SEDIMENT AND REMEDY THE PROBLEM IF
INCHES. POSSIBLE. REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED. PROVIDE ADDITIONAL EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN WATER IS PONDING ON THE SURFACE CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM FOR MORE THAN 24 HOURS AFTER A SYSTEM IS CLOGGED AND FLUSH IF
STORM. NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE.
THE OUTLET DEVICE IS DAMAGED. REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER EROSION OF OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY 401 OVERSIGHT UNIT AT
OUTLET. 919-733-1786.
Z Lu CCLuZH aZxWw
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444
4�0
� SEAL,-
12557
" n•• •_:
9' n
oss166•):t)k9k�
U)F-
L7 F -:
Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
Z Lu CCLuZH aZxWw
O Q W N F m
0
In
Z ON
O
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ZWa mmy
oZV LUZ 0 �In
H_O �g o
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x p
�ZtA ;Z 0 LL m
mWa 3 U)m�
m€
NLL
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444
4�0
� SEAL,-
12557
" n•• •_:
9' n
oss166•):t)k9k�
U)F-
L7 F -:
Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..
Seal
444
4�0
� SEAL,-
12557
" n•• •_:
9' n
oss166•):t)k9k�
U)F-
L7 F -:
Engineer
GDM
Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDENR Review
0629N2- ISSUED FOR BID - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OB.ANV12 -TOWN, NCDENR & NCDOT COMMENT
fi.09128112. PER OWNER'S REQUEST
487-026
Sheet of
C6 18
., .. .. •Y'�S .. .r .n ..;l., ! 1, l..

M
J
0
a
x
a
O
9
i4
N
NOTE:
a
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER SPECROATIONS.
THE PERMANENT DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN
THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT PONDS ARE TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS CONVERSION SHOULD
BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS STABILIZED AND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND REGRADING THE
BASIN CONTOURS TO THOSE SHOWN ON THE PLAN.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A'BLADDER' TYPE
SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
RIP -RAP CHART
STRUCTURE
No.
PEAK
4FLOW
(CFS)
DIA. OF
PIPE
(IN.)
(L)
APRON LEN.
(FT.)
AMIDRANGE
APRON WID.
(FT.)
STONE
CLASS
GRADATION
(IN.)
THICKNES
(IN.)
FES-Q
0.9
8
8
10
A
4
9
Ir`r
i I - f I � I � r ' .��� /��' l�. r`r �y `�r. •'rr �
(t I
j � � � ; I I I j� ; � ( � I - •r i
i fli'�j' �' •` 1
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SAND FILTER # 3
ENLARGED DETAIL
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE
NORTH CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING &
DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA
ARE INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL. BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF OFFSITE.
SCALE: 1 "=20'
SOD ON TOP OF DAM & 1
SLOPES TO SAND FILTER J
& SEDIMENT CHAMBER
( SEE LANDSCAPE PLAN)
PROP. SAND FILTER # 3
--- W! FOREBAY
( SEE DETAIL THIS SHEET)
A
TOP ELEV = 507.0
EMERGENCY
SPILLWAY
TOP ELEV = ��o
Q Q 6'
507 —
N
505 --- - 3 —
18' —
I (COARSE MASONRY SAN
�- -ASTKT' 33 — '.
FILTER FABRIC
FILTER FABRIC J
AROUND UNDERDRAIN
GRAVEL BED
ST[2RM ZPRA/NA GE CHART
PROJECT: TRACTOR SUPPLY, MIDLAND, NC
LOCATION: CABARRUS COUNTY, NC
REVISED: 07/27/12
STORM FREQUENCY (ON -SITE):
JOB NO: 487-026
STORM DRAINAGE TO BE CL III RCP OR HDPE UNLESS OTHERVASE NOTED
COMPUTED BY: GDM
CHECKED BY: CTB
STRUCTURE
LENGTH
AREA (AC.)
C
TC
I
TOTAL
DIA.
Q(FULL
VELOCITY
(FPS
INV. ELEV
MH INV
SLOP
RIM/GRATE
N VALUE.
REMARKS
FULL
DESIG
(FTIFT
RS-P
FES-Q
20
ROUTE
8
1.62
4.6
504.60
504.50
0.50
ALUMINIZED CMP, NCDOT GAUGE
FES-Q NCDOT # 310.04
DI-R
EP-0
75
ROUTED
8
1.21
1
3.5
503.00
502.60
0.50
DI-R NCDOT 9 840.61
8" MIN UNDERDRAIN
GRAVEL BED (#57
WASHED STONE)
►ee
SOD ON TOP OF DAM &r�
SLOPES TO SAND FILTER
( SEE LANDSCAPE PLAN) TOP ELEV = 507.00
-J /I--
Q r FES - Q
INV = 504.50
CLEANOUT
(TYPICAL AT ALL BENDS
12" ABOVE GRD.)
1" STORM STAGE 18• WCIPONDING —
ELEV =
0.5% SLOPE
SAND FILTER SECTION
IC-Cf
(NOT TO SALE)
RS-P 15" CMP RISER
TOP ELEV = 506.10 —
iNV = 504.60
---,/ Q
6'
�1
8' CMP BARREL @ 0.50%
S.H.W.T. = NOT ENCOUNTERED
PERFORATED 4" DIA.
UNDERDRAIN PIPE (SCHEDULE
40 PVC OR SLOTTED HDPE)
PERFORATIONS a@ 6" O/C
MIN. OF 4 HOLESIROW
TYPICAL SECTION
SAND FILTER WI FOREBAY
12 -1" O HOLES @ 4" O/C
4ROWS (94'O/C
SOD ON TOP OF DAM &
SLOPES TO SED. CHAMB
( SEE LANDSCAPE PLAN)ER
DI -R
RIM = 506.10
---/...
d W MIN. "I
507
18" STORAGE
3
— 505
8' PVC — INV= 502.25
WASHED #57 STONE Q
OREBAY AROUND RISER s
24" CONCRETE
ANTI FLOATATION BLOCK
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Drawn By
05/25/12
Date
Revisions
1- Ofil08112 -Per NCDENR Revlsw
060112 - ISSUED FOR BID - NOT FOR CONSTR.
2- 07113112 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - 06106112 - TOWN, NCDENR & NCDOTCOMMEW
6 - 09/28/12 - PER OWNER'S REQUEST
7-10119M2 - TOWN OF MIDLAND COMMENTS
Project Number
z 487-025
` Sheet Of
�lll C7 18

TREE
PIT CHART
I.D.
TOP'
GRATE ELEV.
BOTTOMELEV.**
BOT. OF MEDIA
TP1
510.23
509.95
509.20
505.20
TREE PIT AREA DETAILS = o a W W W
LONG TERM TREE PIT MAINTENANCE PLAN m o - ° ° W
ym0O�,ZZfnOC
TYPICAL TREE PIT AREA NOTES CONSTRUCTION & MAINTENANCE OF RAIN GARDENS Z O m ~O C) 4 Q Z Z
1.6 Maintenance & Operation CONSTRUCTION & MAINTENANCE OF RAIN GARDENS Z 0 Q F a G
P OQZ O
Installation: 1.9 General Care Seasonal Care Q P Z Z W Z Op Q 7
The minimum width of the TREE PIT area shall be ten (10)-feet and the minimum length shall be forty (40}feet Spring 0 W W 0 ♦ c N W IMW
In traditional, intensively Cropped landscapes, soil fertility (and especially the level of available - Prune deciduous trees & shrubs before leaves appear (usually Body to mid -March). N ti W Z 13 > > Z
The planting mix should be approximately 65-75% sand, 25% sit or topsoil, and 10% organic or leaf compost, The maximum day contentshal be less than 10%, nitrogen) is considered the limiting factor to plant growth. By design, TREE PIT facilities are located in - Prune flowering trees & shrubs after blossoming (usually early June). = O Z Q O W W O Q
The ninimum depth of the planting nix shell be based on the tolowing: areas where nutrients (especially nitrogen) are significantly elevated above natural levels. Therefore, it - Divide ornamental grasses & perennials as soon as the soil becomes soft a d o m d
is unlikely that sail fertility will be the limiting factor in plant growth, & thus fertilization would be
1.5-feet for grass only TREE PIT areas, Z LU = 0 W
3.0-feet for TREE PIT areas that utilza shrubs, and unnecessary. Excess fertilization, (besides compromising the BMP's pollutant reduction effectiveness) Summer CONTRACTOR SHALL PROVIDE & INCLUDE W cc
4.D-feet for TREE PIT areas that utilza trees. leads to weak plant growth, promotes disease & pest outbreaks, & inhibits soil life. If soil fertility is in - During extended drought, water deeply in the morning every seven to ten days. PEAKED TRASH RACK WITH SHOP DRAWING 3 ~
(As INDICATED T E IN PLANS) doubt, a simple soil test Can resolve the question. Persons responsible for maintenance may Consult - Check trees & shrubs for signs of disease or insect pests. Plant diseases usually can be easily SUBMITTAL PRE -CAST CONCRETE STRUCTURE
with their local nursery or contact the Mecklenburg County Cooperative Extension Office to determine treated when detected eery. TINDALL UV4848 OR EQUAL
fertility needs. If fertilization should become necessary, an organic fertilizer will provide nutrients as - Weed regularly, preferably by hand. PEAKED TRASH RACK
Inspection end Maintenance: 2:1 SLOPE, WITH 2' x 3' HINGED HATCH 48" X 48" INSIDE DIMENSIONS
needed without disrupting soil life. ALIGN WITH STEPS INSIDE (MIN. 6" WALL THICKNESS)
Regular inspection and maintenance Is critical to the effective operation of TREE PIT areas as designed. Maintenance responsibility of the TREE PIT area shall be vested with a Fall SECURE HATCH WITH CHAIN & LOCK
responsible outhodty by means of s legally binding and enforceable maintenance agreement that is executed as a condition of plan approval. The surface of the pending area may Like any garden area that includes grasses or woody plant materials, harvesting & pruning of excess - Cut perennials back to the ground after the first frost & remove annuals.
become dogged with fine sediments war time. Core aeration or cultivating umegetated areas may be required to ensure adequate filtration. growth will need to be done occasionally. Trimmed materials maybe recycled back in with replenished -Plant new trees & shrubs as long as the soil temperature remains above 32 degrees.
mulch material. Mulch should be inspected after every significant precipitation event & replaced as - Mulch trees & shrubs to help Condition the soil for spring & to protect roots.
Other required maintenance includes but Is not lrnited to: Pruning and weeding to maintain appearance shag be done periodically as needed. Hardwood mulch shall be replaced necessary. In most cases, shredded mulch should only need replacement once per year. DRAINAGE
or replenished 24o 34nchas thick periodically as needed. Trash and debits shall be removed periodically as needed. Winter 7 STRUCTURE
Typically, watering of the BMP will not be necessary once plants have become established, except - Cut back ornamental grasses & remove clippings. STEPS
during drought conditions. Plant spades for TREE PIT have been selected based on their hardiness & /
ability to survive extreme conditions. However, watering will be needed during the plant establishment Troubleshooting Problems ( EMERGENCY SPILLWAY
stage. As with any landscaping feature, the designer should consider effects on moisture Condition & \ TOP OF BOX
the ability of the owner to apply watering as needed. Facilities susceptible to drying Conditions include: -Look for signs that plants are too wet including witting, yellowing, ringed spots on leaves, & a soft or
- Landscape parking lot islands rotting base. / ELEV = 506.00
- Median Areas - If erosion is occurring at drainage paths, stabilize the erosion. I\\ 16' MIN. LENGTH
- Windy, exposed areas - If plants are drying, it may be necessary to choose plants more tolerant of drierlwetter conditions.
MAINTAIN LEVEL SECTION AT GRASSED - If water is not dissipating within a couple of days, the BMP is not functioning property. Water will
GRAVELIGRASS INTERFACE FILTER STRIP Weedingof the facilities is not absolute necessary for theproper functioning of the TREE PIT BMP. and longer in winter & ea spring.
c
y ry 9 P 9 early
However, unwanted plants can be invasive, consuming the intended planting & destroying the - Do not walk or mow in ponding areas. N N
aesthetic appeal. Therefore, weeding is encouraged to Control growth of unwanted plants, especially ( Z no
INFLOW POINTS .-A.i + + where facilities are placed in prominent settings. W V o
v a PRIMARY SPILLWAY I
M'.•,i;i . a Z �. y ( 3.00' W x 1.50' H RECT. WEIR l '�/ �\ ~ Z m
MAX. S-INCH DROP a 1 y + \ \� Way N
AT OPENING •; •�k +, y /y y J ELEV = 504.00 FRONT SIDE \ \ O W w w ° W) r.
Z as
IMPERVIOUS AREA ''•: + y �' + / CD
Lull ; d
RU- ,• •` .F W y t• �/• S JI + a / / MZ �% ', aZ m LL CC
•+ y �� y + i+ OVERFLOW STORM DRAIN INLET W W Q V J r
• �(. 4, �oW y (RIM ABOVE MAX PONDING DEPTH) N
r ��yy��� m
+ y a
INV = 502.00 If)
1 �
10
SHALLOW PONDINO AREA
PLANTING 124NCH MAX. DEPTH a LL
MIX 4•D-FT 3.00" PVC O
48ry
` p
34NCH TRIPLE HAMMERED MULCH LAYER MINIMUM DEPTH OF PLANTING M IX A, PRE -CAST SUPPLIER TO SPECIFY CD
•. SHALL BE BE:
r i 1.5-FT. FOR GRASS ONLY
PERMEABLE GEOTEXTILE FILTER FABRIC 3.0-FT. FOR SHRUBS
4.0-FT. FOR LANDSCAPE TREES
44NCH OF GRAVEL OVER PIPE
IN LEU OF FILTER FABRIC
BENCH MIN. PIPE DIAMETER. AND 84NCH MIN.
GRAVEL JACKET UNDERORAIN SYSTEM TO
STORM DRAINAGE NETWORK OR RECEIVING WATERS
ZL
SOURCE: ADAPTED FROM PRINCE GEORGE%COUNTY DESIGN MANUAL FOR THE USE OF TREE PIT IN
STORMWATER MANAGEMENT. 1993 AND TOWN OF MIDLAND, NC STANDARD DETAIL 1.21
( TURNED DOWN FOOTING & COMPACTION Lei
REQUIREMENTS Seal
INV = 502.00 OUTLET STRUCTURE - B ••••• .°<�'••
N.T.S. Art
OF
9�Ess70y�,'
SEAL
• 12557
n . p=:
NOTE: T0 •..•�� Q1
T • y`, �Z
• THE STORMWATER DETENTION BASINS I WATER QUALITY PONDS,AND STORM DRAINAGE SYSTEM ''rrrre+`}�l'\9
SHALL BE BUILT TO THE GRADES AND INVERTS SHOWN ON THE PLAN. U
• THE CONTRACTOR SHALL PROVIDE & SUBMIT ASBUILTS OF STORM DRAINAGE & STORMWATER
SHEET FLOW CUTS DETENTION POND (SEALED BY NCPLS) TO THE ENGINEER PRIOR TO THE ISSUANCE OF A CERTIFICATE
WTH CURS CUTS
CURBBG I I I W(g) OF OCCUPANCY BY THE TOWN. Z
1 1 j j 1
MINIMUM ENGINEERING ANALYSIS INCLUDES ONE SITE VISIT & ANALYSIS OF ASBUILTS. ANY FURTHER WORK 0%
T GRASS FILTER STRIP BY THE ENGINEER DUE TO CONSTRUCTION NOT IN ACCORDANCE WITH THESE PLANS WILL REQUIRE
IT ri rrs ++t Sri rri r+i +ri +ri r+i +r+tri
ADDIONAL SERVICES &COMPENSATION. Z loss
Zill'+tr� irtt ir1� rr1+ iT+ rr++ir� ill'= D V
W
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO INSPECTOR FOR ALL NON-STANDARD DRAINAGE
OUTLET ' I I*,-- �= i • �I \ WATER OUAUTY PONDINO LIMITS
--lr ---1,Ir- i --i �=_' II . +I STRUCTURES PRIOR TO CONSTRUCTION. C/
k isW6'!E� b I LU
Mai
OVERFLOW /
DROP INLET
BERM
PLAN VIEW PERFORATED UNDERDRAIN COLLECTION SYSTEM SWALE SECTION Z
U CZ40
CURB STOPS OR CURB CUTS JL •- 3-INCH TRIPLE HAMMERED MULCH LAYER SEE CHART ' 0Z 2Z
`>W co Q
SHEET FLOWAk } Z W J
OVERFLOW DROP INLET (TYP.)
= BERM
3L
a J as
3 PLANTING MIX TOP OF SPILLWAY T
ELEV-- 507.00 PROP. 48" x 48" (INSIDE DIMS) 2
PR
TINLL UV48x48 OR SIMILIAR
DAECAST CONCRETE BOX
U PERMEABLE FILTER FABRIC -A- (SEE DETAIL THIS SHEET)
N 6-124NCH PONDING
IL 34NCHES MULCH S -I
i PLANTING MIX DEPTHni Q Q I­_d FROM 1.5-TO 4-FT. PERMEABLE FILTER FABRIC
N BASED ON VEGETATION 6' / \ 2 Q3 /A
.84NCH MIN. PERFORATED PIPE MIN. / \ O V/
IN 84NCH MIN. GRAVEL JACKET �\- 507
w 611FREEBOARD
N TYPICAL SECTION - - - - - f/��-\ 100 YR. STORM STAGE �] MIN.
W �\ 'l L- ELEV = 505.02 i 506
O 2 Q
PROP 30`eL IlliR6P -2- 50 YR. STORM STAGE
--iOYR'S7oRFfsTAGF �] 505
(ASTM C-76) 0.50 % I ELEV. = 504.51 ELEV = 504.92
UA/DEROR4/A/P/PE C/14RT L
504 o t CD
1I NAME SIZE LENGTH SLOPE MATERIAL INV. UP INV. DOWN I I 1 YR. STORM STAGE CO ~
U1 6" 43.74' 0.50% PVC 505.59 505.37 ELEV. = 503.76 503 CT�
1 I I
G
PLANTING MIX - -
DROP INLET - - 502 Engineer
s GRATE - - - - DOUBLE WRAPPED JOINTS WITH - M� I - GDM
W SEE PLAN FOR GAS E NN-WE NTE p pE WEjOELARR H HOLES
•. -
Drawn By
rc ELEVATION 05/25/12
12" THICK CONCRETE Date
1_ ANTI -FLOATATION BLOCK INV= 502.00
M 9• P (FILL WITH CONCRETE) 12• DEEP PERM. POOL Revision
m CLEANOUT WHEN HALF
�j FULL OF SEDIMENT ///
* � VARIES (SEE PLAN) BOTTOM = � h/3 i Z OYO/ I L/ � Z 1 - 06108112-Per NCDENR Review
ELEV =501.00 �r / 062.9112-ISSUED FOR BID - NOT FOR CONSTR.
�i 1
v.�'.. CONCRETE Go 1+/C9`12 2-07113112-PER NCDENR, CITY OF CONCORD,
_ .. v,s.. .....
ANTI -SEEP DRY DET. POND TYPICAL DAM CROSS / � AND TOWN OF MIDLAND COMMENTS
17I COLLARS (2 MIN.) SECTION 3.OBW12-TOWN NCDENR&NCDOTCOMMENT
c
NON -WOVEN
FILTER FABRIC
i
cUNDERDRAIN
PERMANENT
SWALE CHART
DITCH
(AC.)
SS (H:V)
(FT)
(FT)
(FT)
(%)
(FPS)
STABILIZATION
NO.
AREA
Q 0
L
R
b
D
IN
SLOPE
N
V 0
PERM.
TEMP.
LS 1
2.4
21.73
2
2
12
1.5
21
1.0
0.03
1.65
GRASS SOD
NIA
(8- 12" MIN. THICKNESS) / �� ��%�����������
6 - D912W12 - PER OWNER'S REQUEST
1 THE PROPOSED PERMANENT STORMWATER TREATMENT MEASURES SHOWN ON 7. M119112-TOWN OF MIDLANDCOMMENTS
COLLARS TO PROJECT 24" FROM S.H.W.T. = NOT ENCOUNTERED THESE PLANS ARE DESIGNED PER THE NCDWQ STORMWATER BEST MANAGEMENT
OUTSIDE OF PIPE PRACTICES MANUAL, JULY 2007. AN AMENDMENT TO THE PREVIOUSLY APPROVED
MAINTAIN 24" FROM PIPE JOINTS PERMIT WILL BE REQUIRED & ARE SUBJECT TO REVIEW & APPROVAL.
ADDITIONAL STORMWATER MANAGEMENT FACILITIES REQUIRED BY THE TOWN ARE AS
s PERFORATED PIPE (TYP.) I FOLLOWS: Project Number
m •LOWEST CURB INLET ELEVATION DISCHARGING INTO TREE PIT 0 NOTE:
BOTTOM OF STORAGE VOLUME (9" BELOW GRATE ELEVATION) ( . TREE PITS WITH RAIN GARDENS ARE PROVIDED WITHIN THE MEDIANS IN THE 487-026
c *• \/
PRIMARY SPILLWAY SIZED FOR FUTURE CONDITIONS I FRONT PARKING LOT. Sheet of
OUTLET STRUCTURE DETAIL \\� C8 18
Ill
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Drawn By
05/25/12
Date
Revisions
Project Number
120 487-026
Sheet
m
N F
Of
( IN FEET )
1 inch = 30 ft.

DRAWING RECORD
ISSUED FOR DATE ISSUED FOR DATE
SUBMITTED FOR
NCDENR
TOWN OF MIDLAND
CITY OF CONCORD (UTTL
NCDOT (UTILITIES)
NCDOT (DRIVEWAY)
NCDOT (WIDENING)
NCDENR (EROSION CON1
PERMIT STATUS
APPROVED
No
No
No
No
No
No
Yes
PERMIT No.
None
None
None
None
None
None
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GAMAURAL NOT08 }� ,
1. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI CONCRETE W11" DEEP GROOVE CONTROL S
JOINTS AT INTERVALS INDICATED ON SITE PLAN PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGID
2 STRUCTURES EXCEPT WHERE TRAFFIC BEARING. EXPANSION JOINT SPACING SHALL NOT EXCEED W. L j
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERY48E NOTED.
3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & ROOF
rr a DOWNSPOUTS.
awnrr
4. SEE ARCH. PLANS FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC.
5. DR111E11W1AYS SHALL BE CONSTRUCTED TO STATE &LOCAL CODES. CO)
z co
N
V 6. ACCESSIBLE PARKING: sssi W N
CJ o
Vol AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1W PER Z 00
FOOTACROSS THE SPACE. z W W N o0
W it A
/ ♦ b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" EO W tL4I It � {�
PROPOSED U A OR MORE. Z z a
609 WIDENING "�1L �. ` ~ 5 0 Z . `:'
"�aaLLo '4wu. aaaw♦ a MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5A% (1:20). N IL IL oft
d. ALL SPACE SIGNS LE PRESCRIBED BY THNG SPACES SHALL
N L DISPLAY
APPROVED
VE RESERVED PARKING Z � Z LL
r ♦ / FORM TRAFFIC in W Q U zAi 8
4�4} CONTROL DEVICES & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-8, W 00
R7-813 "PENALTY" SIGN & HERE APPLICABLE, -VAN ACCESSIBLE" SIGN. m E
siLL
T. THE CONTRACTOR SHALL VISIT THE "` '• FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE n3
SUBMITTING HIS 810. TU ^
♦ , IL. ALIAN- STANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION,
{ IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 80 THAT CLARIFICATIONS MAY BE LL
MADE PRIOR TO THE START OF WORK. O
• %� `4 8. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE NOTED. U)
�✓ ��» � ...`'" � � Seal _
R .. I SEE LIGHTING PLAN FOR LIGHTING REQUIREMENTS.
♦ p11. THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL & VERTU C+A tire,
f Sri •
CONTROL PRINTS. THE CONTRACTOR SHALL MAINTAIN THIS CONTROL &PROVIDE ALL t3ENGHMARKS, STAKES,
j, ,•a'i; `+y,771� tk' �} 1 ♦ r F,,•Su' / *•'�j '�'
s: &� GRADES. LEVELS, & LINES NECESSARY FOR CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE -1
SUPERVISION TO PREVENT DAMAGE & MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION r = i � • 7 �
STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES . SEAL
- .v+ + t�i'•_'�,�7;•y��. �' ?.�y;'� ♦ _ ��q �����y��►► THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED A8 A RESULT OF CONSTRUCTION ACTIVITY ARE r � 12557 All
i
TO BE REPLACED BY A UCENSIED LAND SURVEYOR ENGAGES BY THE4014TRACTOR AT NO COST TO THE
f
Nee
•� : .... --, ... .-. ... ... „ � .,. ..... - . _ �- . --,- <- .: , r -�• ,�--, � .. - IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE RESTORED
,/ �2. ALL EXISTING IMPRO T "•••• �
}. ...i,r.. ✓ P '�.. .•,w FasF.,`;i �.-.;T�.�, r..:. m:F€:,s'vit'ti`y"•"'K'y'.%�'•kxa.^t•'�";.5i,�rT't -. z5[t'"f. ;s, •;' t,,.:,'5y€,�?fea.:..,.,'S•5,.,:5"_. r.a , a,�,3`_ "� �,� ..�-,s'$'.'<s�
i. 1 ,-'ice+:'1 r , . P.. , .... .... , . _ .. ir.'r=- - _ -� . ,: �"• •r t -
• f>,:: �� - SUPPLY
13. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT.
/ 14. BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
15. ALL FILL SHALL BE COMPACTED TO 66% PER ASTM D 698. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL & DEBRIS.
1s. 3LIE SAVE NOTES:
a. TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADING
Q CONTRACT SHALL BE MAINTAINED UNTIL THE TOWN OF MIDLAND ALLOWS ITS
REMOVAL. REMOVAL OF THIS FENCING SHALL BE INCLUDED HEREIN.
b. THE SITE WORK CONTRACTOR(8) SHALL. BE FAMILIAR WITH & OBSERVE THE
d / t / �� / APPLICABLE REQUIREMENTS. ANY QUESTIONS SHOULD BE DIRECTED TO THE
/ • f ` PROJECT CIVIL ENGINEERING REPRESENTATIVE.
0L. ` 17. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION.
z18. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD nj
\ / O / \ t CONDITIONS WARRANT OFFSITE GRADING. WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNER(S).
I y
� / ♦/ �/ '� � / � 19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.6% ON CURB. V
20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. SEE SHEET _9&'&_C5 FOR I r z
EROSION CONTROL PLANS. 0 .,
21. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE & BELOW -GRADE �QW W
IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE I�G+�rr .
TT�E EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH PRIOR TO START OF CONSTRUCTION. � < 0 W �w 1 !: I � • I 22. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK. OR BACKWASH CHANNEL IN AN UNOBSTRUCTED a J
STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, LOGS, TIMBER, JUNK & OTHER ACCUMULATIONS.
/► / �'�� 23. NON-STANDARD ITEMS Q E: PAVERS, IRRIGATION SYSTEMS, ETCJ IN THE RNV REQUIRE A RMI ENCROACHMENTft Pomp c
AGREEMENT WITH N=O.T. BEFORE INSTALLATION.. L
24. THE Ei SJC EER V4111 L NOT BE CONTN IC J 1ST Y RRESENTY4 THE FIEL , M M SPEOP A I Y L*DERSTOOD THAT .
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY co
II I 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 & REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HIVING JURISDICTION OVER
....+� w •� wallll THE WHOLE OR ANY PART' OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR
�O' w „-�- w +• GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
0
HWY 241 % /� 25. ALL CONSTRUCTION SHALL MEET LOCAL & STATE STANDARDS.
i 00 P U B L I V R/W 12 L�2E. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT (800)632-490. ITS THE LAW.
^"� +■-` w r.".�w-.. w • � 27. CONTRACTOR SHALL COORDINATE WITH PUBLIC WORKS ENGINEERING DURING INSTALLATION AND
Seel, INSPECTION OF CURB, GUTTER, SUBGRADE. AGGREGATE BASE COURSE FOR ROADWAYS AND PARKING LOT
rrr�
i
PROJECT IIVFORMA T1om
TOPOGRAPHIC SURVEY T&P_ROV1DED BY:
ENGINEER:
ForeSib Land Surveying
Burton Engineering Associates
contact: Gary Brooks, PL-S
Contact: Luke Bugenske, PE
5950 Fairview Roan, Suite 100
Glann Morris IRoad Widening)
Charlotte, NC 28210
5950 Fairview Road, Suite 100
Phone: 704-6W4171 • Fax [phone]
Charlotte, NC 28210
Q.a
Phan: 704-553-8881 • Fax [phone]
Midland -Durban Retall Investors, LLC
Contact: Darren Tula
3735 Beam Road, Suite S
OxforARCHITECT:
Architecture
Charlotte, NC 28217
Coma , Glen
Contact: Glen Oxford, AIA
Phone: [phone]D • Fax [phone]
1205 Paris Ave.
Nashville. TN 3.7212
Phone: [phone]x11 • Fax [phone]
SCHE--IaUL� OP LiRAW//VGS
C1 - COVER SHEET
02A -SITE PLAN
C213 - UTILITY PLAN
C3 - PHASE 1 GRADING & EROSION CONTROL PLAN
C4 - PHASE 2 GRADING & EROSION CONTROL PLAN
C5A - FINAL GRADING & STORM DRAINAGE PLAN
C513 -ROAD PROFILES
C6 - STORMWATER MANAGEMENT PLl N A
C7 - STORMWATER MANAGEMENT PLAN B
C8 - STORMWATER MANAGEMENT PLAY C
C9 -LANDSCAPE PLAN
C1 GA CONSTRUCTION DETAILS
C1 OB -CONSTRUCTION DETAILS
C11A -CONSTRUCTION DETAILS
C11 B -CONSTRUCTION DETAILS
C12 -CONSTRUCTION DETAILS
EX - EXISTING CONDITIONS PLAN
RW1 - ROAD WIDENING PLAN.
RW2 - PAVEMENT MARKING PLAN
RW3 - TRAFFIC CONTROL PLAN
RW4 - DETAILS.
RW5-RW7 -ROAD WIDENING CROSS -SECTIONS
1 28. THE FOLLOWING GUARANTEES WILL NEED TO BE SUBMITTED PRIOR TO RELEASE OF CERTIFICATE OF
OCCUPANCY: Ir
• PROVISION OF GUARANTEE - MAINTENANCE OF STORWATER POND '
• PROVISION OF MAINTENANCE - PUBLIC ACCESS EASEMENT" •�
3 "THE MAINTENANCE OF THE PUBLIC ACCESS EAS,EUBM TO ALSO INCLUDE STOP SIGN INSTALI.A nON AND-
U41NNTENANCEAS LONG AS THEACCESS IS PRIVATE
29. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, TOWN TO RECEIVE A"UILT OF CONSTRUCTED CTB
STORMWATER FAC:IUTIES
Engineer
30. PRIOR KTO ISSUANCE OF CERTIFICATE OF OCCUPANCY. STORMWATER ADMINISTRATOR APPROVAL IS
RELJ
.Z'ONI/VG CODAF SUMMARY 31. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, PROVIDE PROTECTIVE COVENANTS. Drawn By
05/25/12
PROJECT NAME: TRACTOR SUPPLY - MIDLAND, NC Date
OWNER: MIDLAND - DURBAN RETAIL INVESTORS, LLC Q" WIN& INFORMA TION Revisions
PLANS PREPARED BY:.RURTGN gNGINEERING ASSOC. PHONE #: [phone] TRUE 1-06106112-PerWDENRRevim
Oti1291t2-138UED FOR RID- NOT FOR CDN3TR.
ZONING: C24127 TAX PARCEL: A PORTION OF 55552075060000 STORIES: 1 NORTH 2-07A311'i- NCDENR CITY OF CONCORD,
JURISDICTION: TOWN OF MIDLAND
,bulzT�
PROPOSED BUILDING COVERAGE: 19.100+1- SQ. FT.
GROSS FLOOR AREA: 19,087+I S0-FT.
LOT SIZE: 2.6 ACRES (TOTAL) OPEN SPACE: 0.2 +]- ACRES (7.7%)
YARD REQUIREMENTS (BUILDING): (NO INTERNAL SETBACKS)
FRONT YARD SETBACK: 20 FT. (FROM HWY'S) REAR YARD: 12 FT.
SIDE YARDS: 0 FT.
REQUIRED BUFFERS:
FRONT: NO ES NIA FT. REAR: NO ES N/A FT.
SIDE(L): NO ES NIA FT. SIDE (R): NO ES NIA FT.
F�
M
GRAPHIC SCALE
100 0 SO 100 200
( IN FEET )
i inch � i nn
Nam' CQ'•a►hl
One -Gail Center
C•11 Setae You D W
800-02-4949
wwwJ1re
I
AND TOWN OF AADLAND COMMENTS
3 - 01Ir V12-TOWN, NCDENR & NCDOT COMME
Project Number
-OPP
S!,'
• ��' f � . L { r' -r, �:.1• � ,_ ,- L ' ----+„_-. -� y. j, i'�l'', i. � y,, r TTr -f--Y---��� 7"'•--�.T
.,. � J r �l � t f, . t 1� i,' 14 j �LI � �' 1 - F �� r � 1: � r- •. r r�,' � < < r i!
II�
S i t Jr..:. ..t....`;.i .<:_.._..1.:..,. 9,._..1 t �..,t. nd �.•Airi i.t,`' 1, y.. '• :irl

V/C/N/TY AIAP 6/71ff MCP7100 W Z 0 W y
* + + + } { REQUIRED OPEN SPACE (8,500F) Ly
NEW CONCRETE SIDEWALK SEE GENERAL NOTES ON SHEET Ci AND DETAIL ON SHEET Cl DA • = Q a W rA �_. W W
6,B2(-SF PROVIDED IN SAND FILTER AREA ( EXCLUDES SAND) W - — 5
REDUCED TO 2,805-SF (33% OF REQUIRED OPEN SPACE) O2 NEW ACCESSIBLE PARIING.SIGNAGE, SEE DETAIL ON SHEEP C 1pA . � _ 0 m 0 t � � W
NEW HORIZONS BAPTIST CHURCH 1,330-SF PROVIDED IN FRONT OF DISPLAY AREA O C) Z y It
JURISDICTION: TOWN MIDLAND 4, 3 NEW ACCESSIBLE RAMPIdEPREsBF� CURB, IN ACCORDANCE WITH N.C.ACCESSIBILITY CODE, m NN H r••
750-SF IN STREAM SUFFER AREA O O N W Q
3 2 ADA & LOCAL REQUIREMENTS & SPECIFICATIONS. SEE DETAIL ON SHEET Cl Z LL Q 1- Q Q Z 0 0
L DB 2863 PG 3�48 TOTAL: 8,886-SF OF OPEN SPACE PROVIDED — O O �,�, Z
V 4 TRANSITION 2'-6• CURB AND GUTTER TO T-W CURB AND GUTTER. MATCH GRADE '_ E'3 Z © O ILI ZONED: CW1 / a z W Z p �,
APO I /�ELOPMjffNT /VOTES NEW HEAVY DUTY ASPHALT PAVEMENT. SEE PAVING SPECS, THIS SHEET. O W W G LIJ
to W W
1. ALL PUBLIC IMPROVEMENTS MUST BE WITHIN PUBLIC lc
STREET RIGHT-OF-WAY OR PUBLIC //��� NEW NORMAL DUTY ASPHALT PAVEMENT. Sl~E PAVING SPECS S S IL 0 O 0 Z
SIT / umn-YIPEDESTRIAN EASEMENTS L/ , Tlil SHEET N W Z
- ozaoluWo�.
�' / 15 NEW CONCRETE PAVEMENT. SEE PAVING SPECS, THIS SHEET. _ IY CC J
TO 7 f 1 2. CODE WN: DEPARTMENT, VARIETY. OR GENERAL MERCHANDISE STORE. ~ ILO CL 0' m CL [-
t O��// NEW V W CURB AND GUTTER. SEE DETAIL ON SHEET C10A. W W = O W.
cc
4 NEW 2' "CURB AND GUTTER. SEE DETAIL ON SHEET C10A,
Cb
NEW 2'-W CURB AND GUTTER. TIE TO. PROPOSED ROAD WIDENING CURB AND GUTTER. MATCH
GRADE. SEE DETAIL ON SHEET C10A. REFER TO SHEETS RW9 TO RW4 TO COORDINATE WITH
ROAD WIDENING
4 NEW* GEORGETOWN RECYCLED PLASTIC BENCHES BY BARCO PRODUCTS (EXACT LOCATION TO
1 ► .2� ` �, / BE DETERMINED DURING CONSTRUCTION
i Nrg•YO ra `�
4• PAINTED YELLOW STRIPE INDICATING (TYPICAL)
i O / �• `l•. 0 13 NEW ROLLING GATES (SEE ARCH. PLANS) Q
fN.
! �. ` d r�CKER F 49 NEW & BLACKALUMINUM TUBE FENCE (SEE ARCH. PLANS) - SPEC'S ON SHEET C10B
x — ! �RI RI
7?Of V• C Sr f E/?j �}� w 15 & SWING GATE (SEE ARCH. PLANS)
,[_ ♦ f / Y 0 kOUIS R[!S CQ'S TOCI 1 K3 NEW 7, all FEATHER CURB
1 ! CITY / / . USE" SIN0� �74T DES r�CKE UN� R 1 NEW CONCRETE wHI:E�. STOP
1
f t laa 2123 PG 26 � � � / '�is� �EF � 32S R
1 1 / JURISDICTION: TOWN OF <�G V / / R% Z1 1 r''n7f[Yl�ES1Dj 1® NEW DUMPSTER ENCLOSURE (SEE ARCH. PLANS) a
f MIDLAND �► e / / r` ~ �� �� 1$ NEW TRACTOR SUPPLY PROTOTYPICAL SIGNAGE. SIGNS TO BE PERMRTED SEPARATELY BY
1 ' I j E[y; £ 2412'f •/ ` y �` r r O CONTRACTOWINSTALLER CONTRACTOR TO PROVIDE POWER TO SIGN. (SEE ARCH. PLANS) zLU
1 Q` / y / 1 1 `0 TRANSITION FROM 1-8" BARRIER CURB TO 1.8 MOUNTABLE CURB �E z
1/ NEW 1'-6" MOUNTABLE CURB & GUTTER. SEE DETAIL ON SHEET C,] OA W a N if
7 5UM WW al
1 ! J ` ` •.l / / / % may" /�- _~ ` 1 NEW 4 WIDE CONCRETE FLUME. `� Z Z _ ^
S N^ C:/ NEW WAVE RACK FOR BICYCLE PARKING (SEE DETAIL ON SHEET C116) �'� ��/� 0 � v 8 ,
`/ $ " �~'� 1� 1_ ~ a ! NE4113' CURB OPENING, 12' ON CENTER M a' V1 W a. g
_� SEESN �Lr� ] �.� nz(a dZ c
a_ T1 1 NEW 2' PAINTED STOP BAR W a J r
NI=1N STOP SIGN
allIL
NEW CONCRETE WHEEL STOP Ir u
+ - . -- \ / i 1 r41 PAINTED CROSSWALK STRIPING
+ / \ % QL�� A' 1 ®4 WHIT£ THERMOPLASTIC STRIPING
if
r �s$ 1 �I ® NGDO'T STANDARD CROSSWALK NCDOT STANDARD DRAWING 1205.07
+�1 ++i / / $i5•p7,i8� EgSE��Af
r 128p' r • 0 $ID r� ~
1 + .+ .+Y T
I / .,� Seal
Og
H + rea
a
al CI(
s a
1
�`' ':=.' ::i :-::-f:'ttr'rr:{:'t:•::-�.- �i��: �:::771:i•: rtt: t iC:: ^::.:..
' ! ! �� l ;' : ;f_':::::;':'::::::::.:.. . CARD •.♦
+ i/ + �1 25
Q`
a •
a 8S
1
ri
1 \ • (p•
• 2
1 r ! MS! •
ENER.4L N T v w
/ G o Es
. r
• SEAL
:., • . 1. ALL DIMENSIONS ARE TO BOTTOM OF CURB UNLESS OTHERWISE NOTED. •
R
'! 2557
' ! � -• s. ':■ .. �'7� :":rrt: r: r:�.:r:if:::::{Ira:i�.�i:.f':i':iti^:. �::.�•.............. .�:.
............ 2
/ :: 7 :•::•::: 2. BOUNDARY INFORMATION TAKEN FROM A SURVEY BY FORE8rrE SURVEYING. • �Q�Q. O •
• INS
ET C2B�. a
1 ! + . ■ .. •.•. ,, ., . � .� � � ! 3. SEE ARCHITECTURAL PLANS FOR DETAILED BUILDING & SIDEWALK DIMENSIONS. ♦ �.
FOR PROPOSED UTILITY PLAN ► �— ! 4� + ''- : ::..':-.;,•;':,`. ♦♦a T . `2
+aa■■.■+
v . I + '. • 4. ALL TRAFFIC SIGNS STRIPE PAN 1�
f ! N :. ! PE PAINTING, ETC., TO CONFORM TO THE PRINCIPLES OF THE
f f :.; ! �' '�d < ' ; • w.. , '� .,::. 4.. 1 . •' -gyp MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M. U.T.C.D.) LA
+ .` ! : ' ' = ': `'e' `' 1 5. ALL CURB CUTS SHALL BE MADE BY SAW CUTS; EXISTING ELEVATIONS SHALL BE FIELD
+ : "•' : ti :;' VERIFIED & MATCHED.
! 1
,loft+ + + ': ..' `; : ' r.:<: ' .•"::+.''�•' ':' I 8. ALL DRIVEWAYS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DETAILS &
/ w . • • . - • , .. • t sr ! SPECIFICATIONS.
r° + + + + .: Q� L x .: :;: F roR+; r ;' '' ; : #. 7. ALL ACCESSIBLE RAMPS, PARKING SPACES, SIGNS, ETC. SHALL MEET THE STANDARDS
` + + `v!1 • ° : .; ` • . p I • .. ' y.:.. • S�. �O' ! OF THE AMERICANS WITH DISABILITIES ACT & THE NC ACCESSIBILITY CODES. Q
� 'i' r' � O ••r ,.4 :y• -.• .. -.t, 'fit; .• ..,
IVy
'' ' 9? : ' ' ' ~ �; 8, CONTRACTOR TO COORDINATE ANY PROBLEMS OR FIELD C _ ' S CONDITIONS THAT MAY
t r CHANGE DESIGN WITH ARCHiTECT1ENGINEER PRIOR TO PROCEEDING.
l.• \ _ �;J•• y
tw
AV
PA VINO LAF&AFAW
r
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•E
HEAVY DUTY ASPHALT
r. �;• � SPHAL
■
b� -I • d
a
•7V !
7 ;•
. ry
1 4
NORMAL DUTY ASPHALT
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28 a' AID CONCRETE PAVEMENT CL
......:..............:... :
a
6
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25
■ 6 C 3 C
l �J
PROPOSED BUILDING m 19,097 S.F.
SEE SHEETS RW1 TO RW7 1 8 24 24 ` 2Kb 3 ' : 1 REQUIRED SPACES = 55 SPACES
BICYCLE SPACES REQUIRED: 3 SPACES
FOR HWY 601 ROAD WIDENING , ! I p �$ 24 ::::::::•::::;::`....' :.: 1
DESIGN 29 :- : ;:.`: 30 ..=��::::::
31 PROPOSED PARKING
TOTAL PARKING = 60 SPACES
REGULAR = 56 SPACES
f! ! • B' 6 74' :::•::.:.::; I ACCESSIBLE = 4 SPACES
1 `+ r R5 ! :::; 3p'r' ::: (12 SPACES INACCESS EASEMENT NOTINCLUDED)
Q rf 1 1 1 1V75.0 8 '� g! I BICYCLE SPACES PROVIDED: S SPACES
ea :..: :::::::.:: i PA V/NG SPEC. "s
Z 1 I 4 :'?:�Yp =`:': GATRDO, LLC
1 1 1�s / :::::'::•::•::':;':;::::: ! DB 1916 PG 207� »-
30 NORMALMU HEAVY DUTY CONCREM PAVEMENT
& r i 7 / USE: COMMERCIAL 1" ASPHALT SURFACE COURSE r ASPHALT SURFACE COURSE 6# PORTLAND CEMENT OVER �
V I Rl�p 2 ASPHALT BINDER COURSE 2 ASPHALT BINDER COURSE 8 AGG. BASE COURSE
' l �'` I 6" AGG. EASE COURSE 8" AGG. BASE COURSE 24 A 00% COMPACTED
CIC ��++
1 ' r _ :..: . I S -100% E COMPACTED S "-100% E MPACTED SUBGRADE 4TB
4 2 Engineer
o � I � '4' ��• DM 4 WI/VG I/VFORMA T/ON LJB
Drawn By
TRUE 06/14/12
GATRDO, LLC �I I/ NORTH Date
--- DB 1916 PG 207
USE: COMMERCIAL
Revisions
1- 06/06/12 - Per NCDENR Review
061191K 2 - ISSUED FOR BID - NOT FOR CONSTR.
2 -07AW 2- PER NCDEW CITY OF CONCORD,
AND TOWN OF MIDLAND C 6MMENI S
3.0EW6l12 - TOWN, NCDENR & NCDOT 0I)MMENTE
1 �Il II I !1 GRAPHIC SCALE Project Number
s 1 f � rf 487-026
�l I It i r ,o a z0 . 40 ao ISO
I r r i i Sheet Of
- � � �� } � I inch = 40 ft- C2A 17
} dEE
} 1 _ 1 i 1 t : 1 tr. �r ^ .,a :. -S !'... � .' '' '� � r .r.. .... k .1 ti. � t t •. � - .. i.,

5i5
510
505
50D
495
UTILITY KEY NOTES
NEW 6" PRIVATE FIRE LINE: (DIP-CL. 62).
NEW 6" RESTRAINED DUCTILE IRON FIRE LINE FROM TAP TO BACKFLOW PREVENTER (104 LF).
B1 NEW 1-112" PRIVATE DOMESTIC WATERLINE (SDR 21 PVC).
NEW 2" PRIVATE DOMESTIC WATERLINE (SDR 21 PVC).
NEW 1-112" (DOMESTIC) RPZ BACKFLOW PREVENTER ASSEMBLY INSTALLED ABOVE -GROUND
L/ PER CITY OF CONCORD REQUIREMENTS. SEE DETAIL SHEET C12.
NEW 2" PRIVATE DOMESTIC WATER METER IN BELOW GRADE BOX INSTALLED BY AN APPROVED
CONTRACTOR. SEE DETAIL SHEET 12 CONTRACTOR SHALL ARRANGE FOR & PAY REQUIRED
TAP FEE & CAPACITY CHARGE.FOR WAtER & SANITARY SEWER. UTILITY PROVIDER IS THE CITY
OF CONCORD.
E1 NEW 6" X 6" X 2" TEE. PROVIDE BLOCKING PER DETAIL SHOWN ON SHEET C12
/1 NEW 6' (FIRE) ABOVE GROUND RDPA BACKFLOW PREVENTER TO BE INSTALLED PER CITY OF
CONCORD STANDARDS AND SPECIFICATIONS. SEE DETAIL SHEET C12.
NEW 2" TO 1-1/2" REDUCER
ONEW 12" X 8" BACKSIDE TAPPING SLEEVE AND S' VALVE. CONTRACTOR RESPONSIBLE FOR TAP FEES.
H1 TAP TO BE TO THE CITY OF CONCORD STANDARDS AND SPECIFICATIONS. COORDINATE TAP WITH CITY
OF CONCORD UTILITIES DEPARTMENT.
NEW 12-t (OUTSIDE DIAMETER, 0.25" WALL THICKNESS) ENCASEMENT PIPE PER NCDOT, CITY OF
\y CONCORD AND WSACC TECHNICAL STANDARDS, SEE DETAIL SHEET C12. SERVICE TO BE INSTALLED
BY DRY BORE PER NCOOT STANDARDS. STEEL ENCASEMENT PIPE SHOULD EXTEND OUTSIDE OF THE
THEORETICAL 1:1 EXCAVATION LIMITS OF THE BORE PIT. SEE DETAIL ON SHEET C12.
OI NEW 1-112" PLUG FOR IRRIGATION SERVICE
Ji NEW 2" GATE VALVE. GATE VALVES TO BE APPROVED FOR USE BY THE CITY OF CONCORD
UTILITY DEPARTMENT
I[J:2> NEW 6" GATE VALVE. GATE VALVES TO BE APPROVED FOR USE BY THE CITY OF CONCORD
UTILITY DEPARTMENT
J3 NEW 1-112" GATE VALVE. GATE VALVES TO BE APPROVED FOR USE BY THE CITY OF CONCORD
UTILITY DEPARTMENT
ONEW 1-112" (IRRIGATION) RPZ BACKFLOW PREVENTER ASSEMBLY INSTALLED ABOVEGROUND
PER CITY OF CONCORD REQUIREMENTS. SEE DETAIL SHEET 0&
NEW 4" PRIVATE PVC SEWER LATERAL @ 2.0°% MINIMUM SLOPE. PROVIDE CLEANOUTS AT RIW, Q 80'
01c AND AT ALL BENDS AND VERTICAL DIRECTION CHANGES. CONNECT SANITARY SEWER TO EXISTING
MANHOLE. CONTRACTOR TO PAY TAP FEES IF APPLICABLE.
!� NEW SANITARY SEWER CLEANOUT, TYPICAL.
NEW 45° 6" BEND
a0 NEW 456 1-1/2" BEND
NEW 90° 6" BEND
V NEW 90° 1-112" BEND �,�,�,�� �AP
0 NEW 90° 2" BEND
I n1
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�r!I'T�LITY NOTES
Y'd / , l ' / i �• I 1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY z
CAMPANIES & GOVERNMENT AGENCIES
PRIOR TO COMMENCEMENT OF WORK
FINISH ❑ IL[G .a
STORM INV: 505.09 / • 1 r 1 2. DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO CENTERLINE
J 1 / mi
WATER INV: 601.64 / /'
' } ' II • / •, A ,,;;.i�:•��:; V • UNLESS OTHERWISE NOTED.
EXISTING SEWE ANOOLE 3. 71.1E CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS &
RIM: 509.32 1 � } r1 �1,..v,•..,a:•::
u ! � � / } .r,,;., , r .iS:�c.•:.r•`i:'x:• y_-'sox•,}•...h•:.rK�r��'.y. , J LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE BUT ARE NOT LIMITED TO CITY
_ J J w J ° 1 - ' 1 I x } s ?=Y 1' ;.' rr ' 'r '.:;3' .':rti . OF WINSTON-SALEM ENCROACHMENT PERMIT, GRADING PERMIT WOR UTILITY COMP Y' P v�
INV OUT: 502.32 1 -ss_ I 1 J J/ / 1 J �•::.,_ t x•:.;•:::.r�,,.....,,••�r:'.w::Mr, _ x�: .:.,.- FOR r w AN s IwRMIT
.. J ! I J ns },",'� s ;x• HE WORK TO BE PERFORMED ON THEIR RESPECTIVE FACILITIES. U W
Al 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE THE Z
1 n UTILITY CROSSING ~ E1 / � / 1 / � %: .. r y. , .'.:X.;rv:r x`:r;;:;;:: r. .r; ...;.,.�;;,.-':.',-,•:.�•
` '};;l% '� l'c;'rii:lr: •k••:.•.i!'' -: w, Sn�•• ;y", %r`n':_ �;Y + JOB SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES SHOW O N
N f / �: 1•, f....�:Y..n{':3r,:hryh C r, to • t.•:: .:r r '���'�" N R NOT SHOWN
1 FORCE MAIN' 503.60 / SSf ° titi x:..;.:.• v`:,:: ;.': ;. ;,;r
/ J J I s' ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE
r
-v .
WATER INV. 501.76 12.7 WISHED GRAD • 510.9B :.N.,,r..;�:�' :.,{, �K:::{y,�.:,..., �.;::;r.;'.vi:':•:: ; - ',:n:s•r�ry;; / �"ri Kira
i 5" / / )h: '•1f::r a; • "4 Y'} 7 PS.r '.'A".' C.:':,,Td ::i T EXISTING co ❑
STORM INV: 505.18 / t::�....Y:. ;::• ...; ,y,,: �..;,Y,, . ;<.. ;.• -. ..,;;;.F.,,• 0 STING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE
PROPOSED GRA E ENCASEMENTPIPE)I / 81 1 1 ''`
WATER INV: 502.93 / f % � � ..��:'�::.. ..,; �"f`� • ;%;� ��.,•.:•=; �,:;,�':�`�'•.:;: PLANS: & IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE Z Q
1 ' % (7+00. 1 - r " / / J 1 OWNER AT NO COST TO THE OWNER.
1 J
EXISTING GRADE I 1 -
1 OS2.1
` : ''``:' o COVERS, CATCH BASIN GRATES & ANY OTHER UTILITY J
/ .. ,.:,,.,....-,. 5. THE CONTRACTOR SHALL RESET ALL MANHOLE
1
�L 77r I J I / j. / / / B2 , e1----;;; ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRAD _ ❑
515
510
505
500
495
■�Ilt�!
L•311�1tAMP
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4. �. / _ , , / • d ^. ,
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EASEMENT. UNABLE TO VERIFY EXACT LOCATION AND WIDTH J f / rl
J 1 1 ° 1 1! '•' '�'
/ ///// r► 11 r � _ / 1 � •
APPRO29M6j9 LQQATIONOF FUTURE L!2PAT_IOtj OF FIBER
OPTIC GABLE. CONTACT NC ONE -CALL CENTER TO LOCATE -
EXISTING SEWER MANHOLE 1t-
RIM:506.8s
INV IN: 601.71 (8")�-
INV. IN: 499.96 (12")
INV OUT: 499.86 (12")
EXISTING FIRE HYDRANT--
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-_--
�- ` _ �'-•�, ` ` • / r f � � 'r` '` � , it `! �� /
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RAISE EXISTING MANHOLE RIM
{SEWER MANHOLE 1). TO 509.35' Cy WATER LIN
2" WATER LINE
Sis
---��II�1�■��v�w�s��
OWN
r,r
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EX/ST/NG SEWER PROMLE
HORIZONTAL SCALE: 1"= 40; VERTICAL SCALE: I" = 10'
518
505
500
JAI //���• ;
�
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UT L TY C SXN
24" SE A TI�"BETWEEN ROOF DRAINAGE A����` -. /Ic
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2+ao G " P
PROPOSED GRADE
1 LI R SI G iC
,K& L
EXISTIN DE ' J f 1 !r 1 // 1 SEWER INV:509.68a Al / / •. . Rqq
WATER INV: 607.00/.
(APPROXIMATE LOCATION - FIELD VERIFY
PRIOR TO CONSTRUCTION
RIM: 506.57
INV IN: 498.65 (12")
INV OUT: 498.45 (12")
515 E1 •
sEq�SNr rpE i
0�91.81 1 J:
510
505 ' 11 /
1 R
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1 1
I UTILITY CROSSING
495 / 1 /+ FORCE MAIN: 503.50
1 WATI*R INV: 5D1.76 (2" WATERLINE)1
P,R4PDSED %PATER PRDF/LE I '�u-D GR CROSSING 1 1 r
STORM INV. 504.56 1
HORIZONTAL SCALE: 1" = 40'; VERTICAL SCALE: 1" = 10' ° / WATERENCASEMENTS(' PIPE) 1
'I 1 1 ! r II'►I�
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n
WA MO PIPE CJy'ART
1 % LINE TYPE FROM TO
J FIRE TAP BFP
FIRE BFP BUILDING
} DOMESTIC TEE REDUCER
DOMESTIC RECUCER BFP
' I J DOMESTIC BFP BUILDING
� f
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IRRIGATION REDUCER BFP
IRRIGATION BFP PLUG
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/ / � � -- � � �'^-•` / / J / � 1 I / S. THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES &THEIR APPURTENANCES TO REMAINLU
ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS, mom
•]CKYGR I.LCHIY•'liU 1 .7 TU DC rRL1/ZCfJ AT I'll_L Cft1VLi0 ON O- !O OR 1.C.SO LINES. CLEAN -OUTS 517FiLL &t
If • / o PROVIDED EVERY 80 ON.4'Yd LINES & 80 WO LINES. SEWER LATERALS TO BE PLACED AT A MIN. SLOPE
OF 114" PER FOOT ON 4"0 LINES & 118• PER FOOT ON 6"0 LINES.
s.
2 8, A MINIMUM OF 24-INCHES OF VERTICAL AND 10-FEET OF HORIZONTAL SEPARATION IS REQUIRED
Q BETWEEN WATER AND SEWER LINES UNLESS BOTH LINES ARE CONSTRUCTED WITH DUCTILE IRON
PIPE WITH JOINTS AT LEAST 10-FEET TO EITHER SIDE OF THE UTILITY CROSSING OR IN PARALLEL
O POLE t� i / J PROXIMITY. WHEREVER WATERLINES CROSS UNDER SEWER LINES, BOTH LINES SHALL BE
UTI LI %� - , I 1 ' / CONSTRUCTED WITH DUCTILE IRON PIPE TO POTABLE WATER MAIN STANDARDS WITH JOINTS AT
It LEAST 10-FEET TO EITHER SIDE OF THE UTILITY CROSSING.
/ PROPOSED/1 X 35' B. UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES & WATER MAINS, THE
TAPPING f CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY INFORMATION TO THE ENGINEER.
1 /
1 /
/
/ Will TER SERVICE BL GWUP SCALE: 1" = 10'
CITY OF CONCORD NOTES SEWER SE/PV/CEP/PE Cf�IART
1. ALL MATERIALS. EQUIPMENT, LABOR, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AND
SUBJECT TO THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD NAME SIZE LENGTH SLOPE MATERIAL, INV. UP INV. DOWN
10. EACH REQUIRED SPA IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM IN SERVICE.
11. THERE SHALL BE NO TAPS,. PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.
CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
BETWEEN ANY WATER METER & ITS REQUIRED BACKFLOW PREVENTER.
-per"
d
CTB
rL /
SPECIFICATIONS; THE CITY OF CONCORDS ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS,
AND THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER
DISTRIBUTION SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN THE WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY'S STANDARD SPECIFICATIONS: THE CITY OF CONCORD'S ORDINANCES,
POLICIES, AND STANDARD SPECIFICATIONS, OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE
S51 4" 11.38' 2.0096
SS2 4" 161.73' 4.35%
5S3 4" 93.38' 2.00%
PVC 509.89
PVC 509.46
PVC 602.231500-36
509.66
5022.43
12. A MINIMUM OF THREE (3') FEET OF COVER SHALL BE MAINTAINED OVER EXISTING PUBLIC UTILITY MAINS
Engineer
US
DRAWING INFORMA T/ON
Drawn By
MORE RESTRICTIVE REQUIREMENTS SHALL APPLY.
2. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR
DEVELOPER FROM MEETING THE REQUIREMENTS OF THE CITY OF CONCORD'S OR CABARRUS COUNTY
ORDINANCES POLICIES AND STANDARD SPECIFICATIONS MS APPLICABLE) CONCORD WATER &
UTILITY LEGEND
05I14I12
TRUE
NORTH
Date
LENGTH
(FT)
104
356
13
6
- 356
31
3
MATERIAL
RESTRAINED
DUCTILE IRON
DIP-CL52
SDR 21 PVC
SDR 21 PVC
SDR 21 PVC
SDR 21 PVC
SDR 21 PVC
SDR 21 PVC
SEWERPOLICIES AND TECHNICAL SPECIFICATIONS, THE "STANDARD SPECIFICATION FOR PROPOSED WATER SERVICE (SIZE VARIES) W
WASTEWATER COLLECTION & WASTE DISTRIBUTION FOR CABARRUS COUNTY (WSACC MANUAL) AND
ANY OTTER LOCAL, STATE, AND FEDERAL REGULATIONS & APPROVALS. NEW GATE VALVE (SIZE VARIES)
3. THE CONTRACTOR MUST CONTACT THE CITY OF CONCORD ENGINEERING CONSTRUCTION MANAGER,
PPHILLLIIPKNGSLAND, AT 704-920.5425 AT LEAST 24-HOURS PRIOR TO INITIATING ANY CONSTRUCTION HI,YNEW 90° ELBOW �
4. THE EXISTNG WATER MAIN VALVE RIMS AND STEMS AND THE EXISTING SEWER MAIN MANHOLES RIMS
ARE TO BERAISED OR LOWERED TO FINAL GRADE AS APPLICABLE AND AT LEAST 3-FT OF GROUND NEW "T" 1:NGI�y
COVER IS Try BE MAINTAINED OVER THE EXISTING UTILITIES AT ALL TIMES,
& THE OWNERANDIOR DEVELOPER ARE RESPONSIBLE FOR DETERMINING IF THE DOMESTIC WATER NEW METER
PRESSURE 1�D EXISTING PUBLIC FIRE FLOW WILL BE ADEQUATE FOR THEIR PROPOSED
DEVELOPIV10T. IF NOT, THE OWNER OR DEVELOPER IS RESPONSIBLE FOR INSTALLING THE Q W E
DIA (IN) NECESSARY A0 APPROVED NEW BACKFLOW PREVENTER
Revisions
1- 06/08/12 - Per NCDENR Review
D6C28112 - ISSUED FOR 810 - NOT FOR CONSTR.
2 - 07113/12 - PER NCDENR; CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - 08W12 - TOWN, NCDENR & NCDOT COMMEN
6. DEVICE(S) TO 4AKE ANY ADJUSTMENTS TO THE WATER PRESSURE, AND/OR WATER VOLUME SUPPLIED
BY THE CONCORD AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SUCH DEVICES.
7. DEVELOPER SKLL APPLY FOR SEWER SERVICE AND PAY APPLICABLE TAP FEES TO THE CITY. THE
CITY WILL TRY 10 ACCOMMODATE THE DEPICTED SERVICE LOCATIONS, AS INDICATED ON THE
APPROVED PLANS; HOWEVER, FINAL DETERMINATION OF LOCATION OF SERVICE IS AT THE DISCRETION
OF THE CITY OF tONCORD.
8. EXISTING UTILITIIS SHOWN IN PLANS ARE A COMPILATION OF SURVEY INFORMATION PROVIDED BY
FORSITE SURVEY`4G, AND AS -BUILT INFORMATION PROVIDED BY THE CITY OF CONCORD. AS -BUILT
DRAWINGS PROVIIIE THE GENERAL HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING PUBLIC
MAINS; THE ACTUAL LOCATION! MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
9. ALL WATER AND 8t�YER UTILITY CONS�1TRU ION SHOULD COMPLY WITH THE WATER AND SEWER
NEW SANITARY SEWER LATERAL
NEW SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER GRAVITY LINE
EXISTING SANITARY SEWER FORCEMAIN --- -fM
�g STING WATER LINE --- - wrI
�s3pCSA(E5
GRAPHIC SCALE
40 0 20 40 80 160
I
( IN FEET }
I inch = 40 ft.
6.0
6.0 .
2.0
Project Number
487-026
1 5
1.5
Sheet Of
C2B
2.0
N
AUTHORITY OF CAB�FtitUS COUNTY'S SACCI STANDARD SPECIFICATIONS FOR WASTEWATER
1 5
COU.E`CTION_ANb WATER bISTR16UTICIN CONSTRUCTION FOR CABARRUS COUNTY- AND THE CITY OF
„
CONCOI)DEVELOPIENT ORDINANCE. CODE OF ORDINANCES CHAPTER 62 MID TECHNICAL
STANDARDS.
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SED/MENT TRAP LEGEND SEEDBED PREPARA T/ON
N Z p Lc M:.
DESIGN VA TA �.w 1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED & SPREAD WITH AVAILABLE TOPSOIL 4" DEEP. TOTAL Iti. 0 a W N FE m W
y,� t I I ! f f , (NCDENR MP MANUAL) EXIST. CONTOUR �0?"% SEEDBED PREPARED DEPTH SHALL BE E3 ._,,, - O 0
f I ! 1 I!! PROP. CONTOUR �`�2✓ N O N O
^ W " DENUDED AREA AC. 1.45 2.91 2. ROCK, ROOTS & OTHER OBSTRUCTIONS 8 CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE .... N O V 1- z N fr
WITH 2.5 O FAIRCL.OTH SKIMMER SURFACE OF THE SEEDBED. SURFACE OF COMPLETED PREPARE€] SEEDBED SHALL BE LOOSE:SMOOTH & r� m N H � � Q a
f _J � ORIFICE: 2.5" DRAINAGE AREA AC.' 1.63 4.79 PROP. SPOT ELEV. 512.25 UNIFORM. CONTRACTOR SHALL TILL, DISCANWOR HARROW IF NECESSARY TO ACHIEVE THIS. ? Q Q O IS a Z 0 O
Lu ' _ ARM ASSEMBLY: 3.5' OF 1.5" SC-40 PVC Q IA CFS 5.0 14.8 ON DITC 3 O 0 0" O IL
E¢z� (SEE DETAIL SHEETC1IA&C11B 1 PROP. DIVERSE H '-H'H�" 3, IF NO SOIL TEST IS TAKEN,FERTILIZER&LIME SHALL BE APPLIED ACCORDING TO THE Q I} z Z w z p 4 STORAGE REQ D. CF 5 868 17 244 SPECIFICATIONS. - �-
/ f ! f ! 11 - IMMEDIATELY STABILIZE SLOPES WITH PROP. SILT FENCE x x Ir ¢ 13 = Ir W U G
NAG SC150 LINER AFTER INSTALLATION STORAGE PROVIDED CF 7;681 21,725 LIMITS OF CONSTRUCTION G W W p O =' Z
■,■■„ ■ ■ ■ ■ �� 4: IF SOIL TEST IS TAKEN, APPLY FERTILIZER & LIME IN AGGORD,ANCE W/801L TEST RECOMMENDATIONS..
1 ! l 11 I! l.( \ BOTTOM DIM'S FT. 29 X 62 SEE PLAN y 0 Z a O W W 0
! r 5. LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY & MIXED WITH THE SOIL DURING SEEDBED Ic "'" I J CC 3
1 2 TOP OF DAM DIMS FT. 37 X 70 SEE PLAN TREE TO BE REMOVED x PREPARATION. IL Z o,. O m IL W
TOP OF STORGE DIM'S FT. 33 X 66 SEE PLAN W W = O
WEIR WIDTH FT. 5 5 -� ��_ 6. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN DENSE LAYER OF CLEAN WHEAT ~
PROP. COIR MESH BAFFLE STRAW.
WEIR DEPTH FT.: 0.6 0.5
��\ _ fI I �� l / WEIR LENGTH FT. 6 17 Q GENERAL ERO. CONTROL NOTES
BOTTOM ELEV FT. 503.5 504.5
aft,
1. ON -SITE BURIAL PITS REQUIRE AN QNtiSI'i'E DEMOLITION LANDFILL PERMIT FROM THE ZONING
TOP ELEV FT. 507 508 ADMINISTRATOR
1 I ! I ► \ ` ) �f / i MAX. SEDIMENT DEPTH FT. 2 2 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION OF THE EROSION
SOIL TYPE: KIRKSEY - KkB (HSG - C) CONTROL ORDINANCE & IS SUBJECT TO A FINE.
TOTAL AREA DENUDED: 5A1 ACRES S. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
r / ACHIEVE EROSION' CONTROL ON LARGE DENUDED AREAS S ESPECIALLY WHEN SPECIFICALLY REQUIRED .
i'''::. / / - -» -- -- ✓ AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE,
SEEDED & MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE
SEEDED & MULCHED WITHIN 21 CALENDAR DAYS OF LAST ACTIVITY.
4. ADDITIONAL MEASURES TO CONTROL EROSION & SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
Ai ` THECITY/COUNTY ENGINEERING.DEPT.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
6. PROVIDE GROUND STABILIZATION ON ALL PERIMETER DIKES, SWALES, DITCHES AND SLOPES STEEPER Z
THAN 3:1 WITHIN SEVEN (7) DAYS (EFFECTIVE AUGUST 3, 2011-NCDENR GENERAL PERMIT NCG0100 . VISI � W
f 1 1 ' 1 f'' j r �Q► 7 / f HTTP:IIPORTAL..NCDENR.OR CONSTRUCTION FOR A DETAILED EXPLANATION. I
-
r rr / / / / ► ' / � / DIVERSION DITCH TEMPORARY ERDS/ON 7. GROUND STABILIZATION IS REQUIRED ON ALL DENUDED AREAS OTHER THAN PERIMETER DIKES, SWALES, Z W Q w
DITCHES AND SLOPES STEEPER THAN 3:1 WITHIN. FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF W Lu W � �
/� J / ' / r 4 / / / '� 1 CONTROL SEEDING SPEC S. GRADING (EFFECTIVE AUGUST 3, 2011-NCDENR GENERAL PERMIT NCG010000). VISIT O z z .. N
1 I y /' / / / / / ► / i HTTPJJPORTAL.NCDENR.ORGfWEBMQNMSUICONSTRUCTION FOR A DETAILED EXPLANATION. r O
3:1 SLOPES OR FLATTER C $ C U CC � U) Z Z g I�
Z 1 / / & ALL EROSION CONTROL DEV E ARE TO REMAIN IN PLACE UNTIL SITE IS PROPERLY STABILIZED WITH r 3
1 J / tYp / / ► J / TO DIVERT ON -SITE RUNOFF APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS110OD S.F. UNLESS SOIL TEST SUFFICIENT GROUND COVER. GROUND COVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SON. M z ire a
� INTO PROPOSED SEDIMENT INDICATES OTHERWISE. EROSION ANDSEDIMENTATIONATALLTIMES. Wa Us
<. _ / / ' / / / / ` / .i TRAP #2 APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 L E01OW S.F. �+ °D
UNLESS SOIL TEST INDICATES OTHERWISE CONST MUCTION SEQUENCE
f jIEL
- / r SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE & APPLICATION RATES. PHASE 1 ^
x i / x x / / / ~- / / 1. OBTAIN GRADINGIEROSION CONTROL. PLAN APPROVAL FROM THE TOWN OF MIDLAND ENGINEERING
�4ftmwkww ar / / ATE TYPE PLANTING RATE Ix / / / / DEPARTMENT.
■ 1 f / / 1 �. � � x 'Y"'-` X X�,r� , � / % / / / ' � NOV.1 TO ANNUAL RYE GRAIN 150 LBSIACRE W C
/ / / ♦ tYp MAY 1 AND TURF TYPE TALL FESCUE 100 LBSIACRE LL
2. SETUP PRE -CONSTRUCTION CONFERENCE ON 8TI'E WITH CITY OF MIDLAND ENGINEERING DEPARTMENT
7 / / / / / EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES PRIOR TO BEGINNING �
MAY 1 TO GERMAN MILLET AND 60 LBSIACRE
/ / / / WITH 1.5" 0 FAIRCLOTH SKIMMER ` AUG.15 TURF TYPE TALL FESCUE 100 LBSIACRE CONSTRUCTION.
7 / ]'� , �P ORIFICE: 1.5 �'\ 3, 'INSTALL SILT FENCE INLET PROTECTION, DIVERSION DITCHES ,& OTHER MEASURES AS SHOWN ON THE `Seal
tYP / / J' r ARM ASSEMBLY: 3.5' OF 1.S" SCAO PVC AUG. 15TO TURF TYPE TALL FESCUE 250LOSIACRE PLANS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
, � NOV. 1 • CA •
/ {SEE DETAIL SHEET C11A 8� C11 B) .• �N .«. ROB '..
MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LBS11000 S.F. 4. CALL FOR ONSITE INSPECTION BY THIS CITY ENGINEERING INSPECTOR. WHEN PERMIT HAS BEEN •• •••«• g g '«. / •.
HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. S �' +
IMMEDIATELY STABILIZE SLOPES WITH ` '- •. APPROVED, BEGIN CLEARING & GRUBBING. 4 ok�` 1 Q�: « y ;
NAG SC150 LINER AFTER INSTALLATION / • �• •
1 / i IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS, C SEAL t
CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUST 5' MAINTAIN EROSION CONTROL DEVICES AS NEEDED. INSPECT &REPAIR AFTER EACH RAINFALL 12667
OVERSEED WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THE 6. INSTALL SEDIMENT TRAPS AS SHOWN IN PLANS. � � :• ;
/ / / / / / / / / / / r / y� HEAT OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NOR LATER THAN NOV. 1. +�9.fS •.;; I .,•«�:
pE` 7PHASE 2
BEGIN GRADING SITE ••• `,• �••�`��,' ���2
PENMA/VENT SEEDING S C S. •••.rr.,• �61
3:1 SLOPES OR FLATTER S. INSTALL AGGREGATE BASE COURSE ON ALL AREAS TO BE PAVED TO STABILIZE. STABILIZE ALL OTHER ��
APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TEST DENUDED AREAS AS FINISHED GRADE IS ATTAINED.
INDICATES OTHERWISE.
1E': INSTALL INLET SEDIMENT TRAPS AROUND STORM DRAINAGE STRUCTURES AS THEY ARE INSTALLED & AT
/ / / 1 ► ' �""� / / / / , / / / / / / / APPLY 10-iO-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 L381100O S.F. THE END OF EACH DAYS WORK. REPLACE INLET SEDIMENT TRAPS AS INLETS ARE COMPLETED TO
UNLESS SOIL TEST INDICATES OTHERWISE. FINISHED GRADE.
1 / % i I 1 I e ► / 4
10. ESTABLISH VEGETATION ON ALL DENUDED AREAS EXCEPT BUILDING PAD & AREAS TO BE PAVED AS �
/ / J/ + I f II I I "'� ► j / / / ` / / / / / / / SEED ATA RATE OF 6 LB8J1000 S.F. DITCH ---
AREAS ARE BROUGHT TO FINISHED GRADE. ALL EROSION CONTROL MEASURES SERAIL BE CONSTRUCTE
/ 1 1 1 f 1 ! ► -- / / / / , / / / / TO DIVERT ON -SITE RUNOFF INTO PROPOSED DATE TXPE
IN ACCORDANCE WITH THE N.0 EROSION & SEDIMENT CONTROL PLANNING & DESIGN MONDIAL, CITY OF Q J
SEDIMENT TRAP #2. AS SITE IS RAISED SHIFT NOV.1 TO ANNUAL RYE GRAIN MIDLAND ENGINEERING DEPT., CITY OF MIDLAND EROSION CONTROL ORDINANCE, & THE U.S. SOIL
�� �: ✓ / /�� , 1 II i r I /! / / / / / / / / I / / / / / / / DIVERSION DITCH TOWARDS CREEK TO MAY 1 AND TURF TYPE TALL FESCUE CONSERVATION SERVICE. z
�� J 1 ��� / ► / / / / / / / MINIMIZE RUNOFF ESCAPING SITE. 11. THE CONTRACTOR SHALL DILIGENTLY & CONTINUOUSLY MAINTAIN ALL. EROSION CONTROL DEVICES &
MAY 3 TO TURF TYPE TALL FESCUE STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
1 / O / / 1 / / / I AUG. Z
1 r y 1 5 `�-� J / 1 f% r / / UNION COUNTY EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED A J
cc ��� / / I '�. / , • / / / / / / / / / / / / / / / AUG. IS TO TURF TYPE TALL FESCUE APPROPRIATE STAGES OF CONSTRUCTION. O
POLE/LINE RELOCATION WITH DUKE ENERGY Nov 1 O V
�R1 ► f 1 1 / / / •/ / / / / MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE: OF SEEDS . GENERAL GRADING NOTES � �
3. / / / / / / / / / / APPLIED AT THE RATE OF 1 2 TONSIACRE
1 / tYP / / ! / / / / / / 1 1 = HEAVILY MULCHED DURING JANUARY-MARCH PERIOD. 1, LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION. 0
`N/ / , / / / / / / THE CONTRACTOR SMALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN r
/ / / / I / / / MOVANG, IRRIGATION, REPAIR OR PLANTING FAILURES OR OTHER METHODS FOR UNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL & BANKS OF THE STREAM ALL DEBRIS, 0 O '�
THE DURATION OF THE PROJECT & UNTIL THE PROJECT IS ACCEPTED BY THE LOGS, TIMBER, JUNK & OTHER ACCUMULATIONS. ,Iw (Q �Q�r
OWNER. 3. APPROVAL. OF THIS SITE PLAN 18 NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD � >- �"' W
/ 1 1 CONDITIONS WARRANT OFF -SITE GRADING, PERM18SION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS. 0 � J
/ I I •� , / / / „ / / / / / / / / /�` EROSI[//V CCi►NTw► NOTES 4. NON-STANDARD ITEMS .o.: PAVERS IRRIGATION SYSTEMS ale ❑ (i ) IN THE RIGHT-OF-WAY REQUIRE A
/ / 1 CHECK DAM IN SWALE. SEE DETAIL SHEET C11A. RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH N.C.D.O.T.) BEFORE INSTALLATION.
MIN. COVER: 1' / � / j // y� o s ■�
MIN. SLOPE: 0.50% f / ' / / / / - .* 2 DOUBLE ROW OF l�GW HAZARD SILT FENCE AT CREEK SEE DETAIL N SHEET TREE PRO Mc NOTES
1 a 4. (i�i�rrvE AS SitrirNl
3 TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL ON SHEET C11�4. 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
3:1 SIDE SLOPES OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES Q
1 1 I / x NEW POLE LOCATION / r / /
� I DEPTH: 1.5' � TEMPORARY DIVERSION DITCH. SEE DETAIL ON SHEET C1OB MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR CONSTRUCTION BEGINS, &NOT REMOVED
1 I / / / / / r / / / / / MIN. SLOPE' 0.50% UNTIL FINAL INSPECTION.
/ / / / * / SEE DETAIL SHEET C11 A TEMPORARY POROUS BAFFLE. SEE DETAIL ON SHEET CI 1A. 0
1 (� I / / / ( 2. TREE PROTECTION BARRICADES MUST MEET LOCAL TREE ORDINANCE STANDARDS.0
1 I / . MIN. COVER: 1' / / / / / / IMMEDIATELY STABILIZE WITH NAG SC150 Q6 TEMPORARY SILT FENCE. SEE DETAIL ON SHEET C11A. r
,� MIN. SLOPE: 0.50% / / I / / , / DITCH LINER 7 ROCK OUTLET W SILT FENCE BEE DETAIL ON SHEET C1 i B. 3. BEFORE GRADINGICL,EARINGICONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION
!// BARRICADES t31r URBAN FORESTER a
p r
1 O I I/'� x x / r / r // / / / / r r / / % / , ON -SITE LIMITS OF CONSTRUCTION i 7 1 / J! 4, NO GRUBBING WITHIN TREE PROTECTION ZONE LEAVE SOIL & LEAF LITTER UNDISTURBED. SUPPLEMENT
' 5.01 AC. (DOES NOT INCLUDE ROAD I l / �c� r r �- -- � � 1"-a�� of MULCH. RE -SEED WITH GRASS ONLY IN DISTURBEDIGRADEDOREAS, a
' / '�► . x / / WIDENING WORK} I / / / /•�1 S. 8RLi8M, VINES, & SMALL TREES (w!}"RJ, OR AS SMALL AS 2" CALIPER} MAY BE HAND CLEARED ONLY CUT
` / / , I (r / / t.. FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FT. (AT LEAST 213 OF THE
` � x� .� / / / / /typ a / / / / r BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
I f / i , �. r / / / I / / / / ( / / / / / ` � 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL, BACKFIL.L. ASAP TO MINIMIZE a
I I �S / / f / // / EXPOSURE TO THE AIR.
I / �,►, / ���/` / / //
/ / / / �/ 7. TREE PROTECTION FENCE IS TO BE LOCATED 1 FT. PER TREE DIA. INCH AWAY FROM THE TREE IN THE �+TB
/ / / �' / 1 / / / SETBACK OR RIGHT-OF-WAY.Engineer
/ \ 1 r / / �• / / / ! / / , / / / DRAWING I/VFORMA T/OM LJ B
/
�,/�i/// /�i 'r rdm By
�hL • '//,// ///, ,/r��// / / TRUE 05/25112
NORTH Date
TO DIVERT OFF -SITE RUNOFF INTO EXISTING ROADSIDE
DITCH (SEE DETAIL SHEET C11A ► / // / / / / / / /'� /�
/ , II '� ! f. f f� / // / / ♦/ IMMEDIATE STABILIZE WITH NAG SC150 DITCH LINER
TO DIVERT ON -SITE RUNOFF i r / / / ,' / w
f I/ �0I r // / INTO PROPOSED SEDIMENT E
Revisions
1- OW112 - Per NCDENR RewWw
OVM12 - ISSUED FOR BID - NOT FOR CONSTR
2.ON13112 - PER NCDENR, CITY OF CONCORD
AND TOWN OF MIDLAND COMMENTS
3.O8106112 - TOWN, NCDENR A NCDUT COMMENTS
0 / 00 TRAP #1 .- /-Z:7/ -•14
! / soClR
/ 0
0 // 1' ." f / / r / Project Number
\\ I / �✓1 - o �1/ // �/ ; �/ // �/ 1 �.. GRAPHIC SCALE
/ o / 0 / , _� 487-026
� j ! 0 / / / DRAINAGE AREA: 1.63 ACRES � ,� / � f I o �o �e as t I
I c CONCRETE BLOCK ! / / / / / / Sheet 0{
DRAINAGE AREA: 4.79 ACRES
��. T"POR/P� AW4495F 4R"'► SCALE: V =150' ( W FEET } C3 17
1 inch = 40 ffr.

FOR TIE IN GRADES
SEDIMENT TRAP
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JURISDICTION: TOWN OF MIDLAND
f DB 2863 PG 348
ZONED: C641
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INSTALL TEMPORARY SWALE TO
DIVERT PIPE FLOW TO TRAP
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USE: COMMERCIAL
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SEE DETAIL SHEET 011A
LNGIENQ
EXIST. CONTOUR
PROR CONTOUR
PROP. SPOT ELEV.
PROP. JUNCTION BOX
PROP. CATCH BASIN
PROP. GRATE INLET
PROP. FES
PROP. INLET SED. TRAP
PROP. RIP RAP APRON
PROP. COIR MESH BAFFLE
PROP. TREE PIT AREA
GENERAL GRADING & S/TE NOTES
1. THE UTILITIES & THE LOCATIONS THEREOF, SHOWN ON THE DRAWING; REPRESENT THE DESIGNER'S
1'102-_1
UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY
THE LOCATION, DEPTH & EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE,
GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER ANDIOR THE APPROPRIATE UTILITY
L512.25
COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY
LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE
LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (1. KO 32-4949) PRIOR TO DIGGING.
.
2. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION AT THE CONTRACTORS EXPENSE.
®
3. ALL CONSTRUCTION & CONSTRUCTION MATERIALS WITHIN THE STREET RIGHT-OF-WAY SHALL CONFORM
TO THE STANDARD SPECIFICATIONS OF NCDOT.
-
4. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA & NC ACCESSIBILITY CODES.
r
THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATION & DIMENSIONS OF
BUILDING & GURROUNDING AREAS.
6. TOP SOIL TO BE STRIPPED & STOCKPILED IN AREA DESIGNATED BY OWNER.
-------ctu-----
7. ANY UNSUITABLE SOILS TO BE WASTED ON SITE ARE TO BE QUALIFIED BY A GEO-TECHNICAL ENGINEER
PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE
UNSUITABLE MATERIAL IS UNCOVERED.
} p V ��,I
b�
8. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER. IF EXCESS SOIL IS
ANTICIPATED OR ENCOUNTERED, CONTRACTOR MAY, WITH PRIOR APPROVAL OF OWNER & ENGINEER,
RAISE THE ENTIRE SITE INCREMENTALLY TO MORE CLOSELY BALANCE EARTHWORK VOLUMES,
CONTRACTOR SHALL MAKE ALLOWANCES FOR REMOVAL OF ENCOUNTERED UNSUITABLE SOILS IF
GRADE ELEVATION ADJUSTMENTS ARE MADE.
9. CONTRACTOR TO COORDINATE WITH GEO-TECHNICAL ENGINEER ON ANY SUBSURFACE DRAINAGE
SYSTEMS TO BE INSTALLED. IF INITIAL -SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS
BE INSTALLED UNDER FOOTINGS & BUILDING AREA, CONNECTIONS TO BE FIELD COORDINATED.
10. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO WORK ON ADJACENT PROPERTIES. WHEN
w Ift' PERMANENT SEEQ/NG SPECS. OWNER OF RECORDS PROPERTY, MMMM E�CONTRACTOR MMUUST OBTAIN NWRITTEN AGREEMENT, OR OBTAIN AI
rr 3:1 SLOPES OR FLATTER EASEMENT FROM THE OWNER(S) BEFORE PROCEEDING.
APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. UNLESS SOIL TEST 11. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS.
INDICATES OTHERWISE.
12. DO NOT PLACE SIDEWALKS OVER WATER MAINS.
APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/I000 S.F.
UNLESS SOIL TEST INDICATES OTHERWISE. 13. DO NOT PLANT TREES OVER WATER MAIN$. SEWER MAINS, OR WITHIN RIGHT-OF-WAY.
SEED AT A RATE OF 6 LB811000 &F.
DATE
TYPE
NOV. 1 TO
ANNUAL RYE GRAIN
MAY 1
AND TURF TYPE TALL FESCUE
MAY 1 TO
TURF TYPE TALL FESCUE
AUG.15
AUG. ISTO
TURF TYPE TALL FESCUE
NOV. 1
EET C11 B)
/W W /' I /`- FOR TIE IN GRADES
MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS
APPLIED AT THE RATE OF 1- 2 TONS/ACRE •- HEAVILY MULCHED DURING JANUARY
MARCH PERIOD.
THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY
MOWING, IRRIGATION, REPAIR OR PLANTING FAILURES OR OTHER METHODS FOR
THE DURATION OF THE PROJECT & UNTIL THE PROJECT IS ACCEPTED BY THE
OWNER.
SENOSAUD PREPARA T/O/V
1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED & SPREAD WITH AVAILABLE
TOPSOIL 4" DEEP. SEEDBED PREPARED DEPTH SHALL BE 6".
2. ROCKS, ROOTS & OTHER OBSTRUCTIONS & CONSTRUCTION DEBRIS SHALL SE
REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF COMPLETED
PREPARED SEEDBED SHALL BE LOOSE SMOOTH & UNIFORM. CONTRACTOR
SHALL TILL, DISC AND/OR HARROW IF NECESSARY TO ACHIEVE THIS.
3. IF NO SOIL TEST IS TAKEN, FERTILIZER & LIME SHALL BE APPLIED ACCORDING
TO THE SEEDING SPECIFICATIONS.
4. IF SOIL TEST IS TAKEN, APPLY FERTILIZER & LIME IN ACCORDANCE WISOIL
TEST RECOMMENDATIONS.
S. LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY & MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
6. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN DE"E
LAYER OF CLEAN WHEAT STRAW.
GENERAL ERO. CONTROL NOTES
1. ON -SITE BURIAL PITS REQUIRE AN ON -STYE DEMOLITION LANDFILL PERMIT FROM
THE ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE EROSION CONTROL ORDINANCE & IS SUBJECT TO A FINE.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS & ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST
BE SEEDED & MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL
REMAINING AREAS ARE TO BE SEEDED & MULCHED WITHIN 21 CALENDAR DAYS
OF LAST ACTIVITY.
4. ADDITIONAL MEASURES TO CONTROL EROSION & SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE CITYICOUNTY ENGINEERING DEPT.
AS. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
6. PROVIDE GROUND STABILIZATION ON ALL PERIMETER DIKES, SWALES, DITCHES
AND SLOPES STEEPER THAN 3:1 WITHIN SEVEN (7) DAYS (EFFECTIVE AUGUST 3,
2011-NCDENR GENERAL PERMIT NC0010000). VISIT
HTTPJlPORTALNCDEMR.ORG/ WEBIWQ MU/CONSTRUCTION FOR A DETAILED
EXPLANATION.
7. GROUND STABILIZATION IS REQUIRED ON ALL DENUDED AREAS OTHER THAN
PERIMETER DIKES, SWALES, DITCHES AND SLOPES STEEPER THAN 3:1 WITHIN
FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF GRADING (EFFECTIVE
AUGUST 3, 2011-NCDENR GENERAL PERMIT NCG010000). VISIT
HTTP:IIPORTAL.NCDENR.O SUICONSTRUCTION FOR A DETAILED
EXPLANATION.
8, ALL EROSION CONTROL DEVCES ARE TO REMAIN IN PLACE UNTIL SITE IS
PROPERLY STABILIZED WITH SUFFICIENT GROUND COVER. GROUND COVER
MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND
SEDIMENTATION AT ALL TIMES.
TEMPOAVANV EROSION
CONTROL SRRAP/NG SPRC'S.
APPLY AGRICULTURAL LIME AT A RATE OF 90 LBSI1000 S.F. UNLESS SOIL TEST
INDICATES OTHERWISE.
APPLY 10.10.10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LM1000 S.F.
UNLESS SOIL TEST INDICATES OTHERWISE
SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE & APPLICATION RATES.
DATE TYPE PLANTING RATE
NOV.1 TO ANNUAL RYE GRAIN 150 LBS/ACRE
MAY 1 AND TURF TYPE TALL FESCUE 100 LBS/ACRE
MAY 1 TO GERMAN MILLET AND 60 LBS/ACRE
AUG.15 TURF TYPE TALL FESCUE 100 LBSIACRE
AUG. IS TO TURF TYPE TALL FESCUE 250 LBSIACRE
NOV. 1
MULCH WITH STRAW APPLIED AT THE RATE OF 75.100 LBW1000 S.F.
HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS,
CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUST
OVERSEED WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THE
HEAT OF SUMMER IS PAST BUT NOT BEFORE SEPT.15 NOR LATER THAN NOV. 1-
TREE PROTECTION NOTES
1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,
TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE.
TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR
CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED LOCAL TREE ORDINANCE
STANDARDS.
3. BEFORE GRADINGICLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE
PROTECTION BARRICADES BY URBAN FORESTER
4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL & LEAF LITTER UNDISTURBED.
SUPPLEMENT WITH 1" 2" OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED
AREAS.
5. BRUSH, VINES, AND SMALL TREES Le" 0, OR AS SMALL AS 2" CALIPER) MAY BE HAND CLEARED
ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FT. (AT
LEAST 213 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL: BACKFILL ASAP
TO MINIMIZE EXPOSURE TO THE AIR.
7. TREE PROTECTION FENCE IS TO BE LOCATED 1 FT. PER TREE DIA. INCH AWAY FROM THE TREE
IN THE SETBACK OR RIGHT-OF-WAY.
I CO/VSTNUCTION SEQ(JENCR
OBTAIN GRADINGIEROSK)N CONTROL PLAN APPROVAL FROM THE TOWN OF MIDLAND ENGINEERING
DEPARTMENT.
SET UP PRE -CONSTRUCTION CONFERENCE ON SITE WITH CITY OF MIDLAND ENGINEERING DEPARTMENT
EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES PRIOR TO BEGINNING
CONSTRUCTION.
INSTALL SILT FENCE, INLET PROTECTION, DIVERSION DITCHES, & OTHER MEASURES AS SHOWN ON THE
PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
CALL FOR ONSITE INSPECTION BY THE CITY ENGINEERING INSPECTOR. WHEN PERMIT HAS BEEN
APPROVED, BEGIN CLEARING & GRUBBING.
MAINTAIN EROSION CONTROL DEVICES AS NEEDED. INSPECT & REPAIR AFTER EACH RAINFALL.
INSTALL SEDIMENT TRAPS AS SHOWN IN PLANS.
- BEGIN GRADING SITE.
INSTALL AGGREGATE BASE COURSE ON ALL AREAS TO BE PAVED TO STABILIZE. STABILIZE ALL OTHER
DENUDED AREAS AS FINISHED GRADE IS ATTAINED.
INSTALL INLET SEDIMENT TRAPS AROUND STORM DRAINAGE STRUCTURES AS THEY ARE INSTALLED & AT
THE END OF EACH DAYS WORK REPLACE INLET SEDIMENT TRAPS AS INLETS ARE COMPLETED TO
FINISHED GRADE.
D. ESTABLISH VEGETATION ON ALL DENUDED AREAS EXCEPT BUILDING PAD & AREAS TO BE PAVED AS
AREAS ARE BROUGHT TO FINISHED GRADE ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTEE
IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL, CITY OF
MIDLAND ENGINEERING DEPT., CITY OF MIDLAND EROSION CONTROL ORDINANCE, & THE U.S. SOIL
CONSERVATION SERVICE.
1. THE CONTRACTOR SHALL DILIGENTLY & CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES &
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
UNION COUNTY EROSION CONTROL INSPECTOR 80 THAT PERIODIC INSPECTIONS CAN BE PERFORMED Al
APPROPRIATE STAGES OF CONSTRUCTION.
D"WINO /NF RMAT/ON
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06/M 2 - IS3UFD FOR BID - NOT FOR CONSTR.
2 - (17H3112 - PER NCDENR, CITY OF CONCORD,
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06/M 2 - IS3UFD FOR BID - NOT FOR CONSTR.
2 - (17H3112 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAt+AI COMMENTS
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� / 1 � / I1 { s . •. ' : ; , . / / / / / ! � / , 5i / / • / 11.51 / END CONSTRUCTION
/ / / 1 ' ! •.. :' : f.:.:. / , / / " / ' / / / ' � STATION=4+64.1i9
.6•'�• •-���� C��►p P/ P. � / / -�f •off ' A / - / ! / /
( _ / 1 1 -•f:•• •-•'• '•'• / ri09�( /' 25 y /� P CB-7
Lei f / ' ! !` t:: ;•;•;•;•;•;•'• . f / �'� �1u�+ li 510.83 / ! GRATE'510.29/
„ -- • • / / / ST .2: fir FjCP 8! Q
� r / I '••-, • • • 1 / Rcp
LEGEND
wZ� GZLu
LU
H Q LU' N O 00
EXIST. CONTOUR
l`702._i
PROP. CONTOUR
/'"�D2✓
Lu
50v " Z M
? '� a o a z a
PROP. SPOT ELEV.
512.25
o °z 4. aI
NOTE:
ALL SPOT ELEVATIONS ARE MEASURED FROM
cc f rc rc 92 v Z uo.l of
o 51 W o o p_ UJ a
cn
BOTTOM OF CURB
i s p0 J W 0 cc
cc �CLO
PROP. JUNCTION BOX
W=O4 W
W jrJ H iz
PROP. CATCH BASIN
PROP. GRATE INLET
® ,
PROP. FES
A
PROP. INLET SED. TRAP
PROP. RIP RAP APRON
W W W
PROP. SODDED AREA
W W w
Fvvvv­1
PROP. TREE PIT AREA v v v v v
(SEE DETAIL ON SHEET CQJ8v v v d�
.� Z W
Z W Q
GTAL GRADING & 51.rA6 (VOTES 0 W V z Z s
E/VAE,
F-� �
1. THE UTILITIES &THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNERS .0
Syr
UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA THE CONTRACTOR SHALL VERIFY cc � ,u i r g
THE LOCATION, DEPTH & EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, _j G
GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND10R THE APPROPRIATE UTILITY N aZa .a3 LL
COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY im W Q 1 � Z5 y
LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE p
LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE C
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (1-800.632-4949) PRIOR TO DIGGING. L U.
2. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL I
CONDITION AT THE CONTRACTORS EXPENSE.
3. ALL CONSTRUCTION & CONSTRUCTION MATERIALS WITHIN THE S11ZEEi' RIGHT-OF-WAY SHALL CONFORM
TO THE STANDARD SPECIFICATIONS OF NCDOT.
4. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA & NC ACCESSIBILITY CODES. Seal
5. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL. PLANS FOR THE LOCATION & DIMENSIONS OF �� CAf7O •�`�i BUILDING & SURROUNDING AREAS. ate,, ''••SSo•`' +`
6. TOP SOIL TO BE STRIPPED & STOCKPILED IN AREA DESIGNATED BY OWNER. 2d Q�OFE 10�9 y '+
SEAL r
7. ANY UNSUITABLE SOILS TO BE WASTED ON SITE ARE TO BE QUALIFIED BY A GEO-TECHNICAL ENGINEER � 92557
PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE
UNSUITABLE MATERIAL IS UNCOVERED. C) -%
L91p %SINe-...* 6z �• e
8. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER. IF EXCESS SOIL IS •+i "%' """` 01 ��7
ANTICIPATED OR ENCOUNTERED, CONTRACTOR MAY, WITTY PRIOR APPROVAL OF OWNER & ENGINEER, ��� WV T v�}� -
RAISE THE ENTIRE SITE INCREMENTALLY TO MORE CLOSELY BALANCE EARTHWORK VOLUMES. ���+� i � $ V
CONTRACTOR SHALL MAKE ALLOWANCES FOR REMOVAL OF ENCOUNTERED UNSUITABLE SOILS IF
GRADE ELEVATION ADJUSTMENTS ARE MADE.
9. CONTRACTOR TO COORDINATE WITH GEO-TECHNICAL ENGINEER ON ANY SUBSURFACE DRAINAGE
SYSTEMS TO BE INSTALLED. IF INITIAL SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS
BE INSTALLED UNDER FOOTINGS & BUILDING AREA. CONNECTIONS TO BE FIELD COORDINATED.
10. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO WORK ON ADJACENT PROPERTIES. WHEN w
CONDITIONS WARRANT OFF -SITE GRADING, UTIL.17Y WORK CLEARING OR OTHER WORK NOT ON THE Q W OWNER OF RECORDS PROPERTY, THE CONTRACTOR MUST OBTAIN WRITTEN AGREEMENT, OR OBTAIN
EASEMENT FROM THE OWNER(S) BEFORE PROCEEDING. z
11. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. Q
12. DO NOT PLACE SIDEWALKS OVER WATER MAINS. z
13. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS, OR WITHIN RIGHT-OF-WAY. R
Q
u 2
,r-- z cc
Qrr% 0 Z
_ f ! -.•- •••- 1 •1 / J/ 513. /' / / / / / / / 1 PROJECT: TRACTOR SUPPLY - MIDLAND, NC ! DATE 05I25/12 00"I'm y
` __ 1 i ! - '•, • •.••'.'• / 1 .2 Ile/ / I / ! LOCATION: CABARRUS COUNTY, NC REVISED: D61p6/12 J Mrri
3.40 • . /' ti� /' / STORM FREQUENCY (ON-SITE):10YR JOB NO: 487-M a
STORM DRAINAGE PIPES TO BE CL III UNLESS OTHERWISE NOTED COMPUTED BY: LJB = ❑
40•8 -+- CHECKED BY: CTB
-411
/12. 4 / LENGTH TOTAL DIA C INV.DW SLOPE RIM/ N REMARKS
4p PIPE STRUCTURE (FT)AREA (AC} G Tc (MIN) I Q CFS UNCH) (FULL) VELOCITY {FPS) UP MH INV
N INv.. M GRATE VALUE
/ 1 .�cc
P/' 6L /' / DWN UP FULL DESIGN ,..
ST1 FES-1 GI-2 84 0.32 0.80 5.00 6.67 18 5.11 505.00 5NA2 0.50 0.012 CL III RCP 0 Q
1 / ! ! ! / '•- v s+ �, / / / / / cy / ! 812 GIti2 Gl-3 47 0.35 0.80 5.00 4.89 15 4.90 505.87 505.90 0.50 0.012 CL III RCP z
1 / / ! , 1 / �' v rS•�� 1 / / // / '��' g / / / ��' / !/ STD GI-3 G14 102 DA7 0.80 5.00 2.87 15 3.55 506.00 506.51 0.50 0.012 CL III RCP V.
/! / / , ST4 FES-5 C" 39 0.38 ' 0.80 5.00 12.86 24 6.20 W6.00 W5.19 0.56 0.012 CL III RCP
sr3
.1s /' ' sT5 CM CB-7 157 0.20 0.80 5.00 11.36 24 1 4.W W529 50B.08 0.50 0.012 CLIll RCP �r
-� sT'S.1 CB-7 CB-7.1 46 0.36 0.80 5.00 2.20 18 3.29 6W.83 507.71 0.50 0.012 CL IV RCP Y■�
GI�ATE:509.75 / 1 � 1� / � / ! 1 / $ �
ST5.2 CB-7 GI-7.2 28 0.18 0.80 5A0 1.10 1 2.70 506M 506.72 0.50 D.012 CL III RCP _�,,
611.3 v % ' / o / >� ST6 CB-7 TEMP 256 1.78 0.80 12.00 6.30 18 5.34 506.58 510.03 1.35 0.012 CL IV RCP
GRATE:511.00,
12.4
61
I I I ! Il 1 / 512( j2ft/ GRATE:51&25
51 2m62 N / 1. / / DIA.OF (La) (W) APRON
STRUCTURE NO. Q-FIOW FULL PIPE 0uILETVEL ZONE APRON LEN. APRON VVID. THICK(d) STOVE
` I! 1 !! � / � 1 �' � 12.22 � ri ' / / / / J ,'� /' � b• I (CFS) (IN.) (FPS) (FT.) (FT.) QN•) CLASS
8.04 18 5.11 19 24 1 18 1 B
FES-3 17.34 24 1 6.20 1 26 32 18 B
NAME SIZE LENGTH SLOPE MATERIAL INV. UP INV. DOWN
3 2 RD1 15" 103.21' 1.31% RCP 507.34 506.94
/518 /� // ,/ ,/ RD2 12" 72.32' 1.00% HDPE 506.31 507.59
NOTE: f /' 1 D C 5T UCTiO / // RD3 10" 31.50' 1.00% HDPE 608.79 508A8
1 1 S'VATION=4+10.7
1 1 1 NO WETLANDS HAVE BEEN IDENTIFIED OR EXIST ! 1 // RD4 10' 48.67' 1.00% HDPE 609.38 508.89
1 1 WITHIN THE SUBJECT PROPERTY. 1 (PLLI 1 ND MARK WITH 'X4 PO TT.. / / / /' ' RD5 8" 30.50, 0.50% HDPE 509.70 509.54
A! 1 / APPLY ONCRETE AT E OF POST
r ! 1 ! f , TO SECURE PLGLOCATION)
FUTURE STREET EXTENSION WILL REQUIRE THE SAND FILTER TO
QBE EXPANDED & A MODIFICATION OF THE STORMWATER
MANAGEMENT PERMIT FROM NCDENR
CTB
Engine"
DRAWING INFORMA TION LJB
Drawn By
TRUE 05/25/12
NORTH Date
m,�� BNOIN��yO
Nam"
One -Call Center
GII B•fam You D*I
800-02-4949
Revisions
1 06W 2 -Per NCDENR Review
M67M2- ISSUED FOR BID - NOT FOR CONSTR.
2-07I13112.- PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - O!l W12 - TOWN. NCDENR & NCDOT COMMFN
GRAPHIC SCALE rroj=lvumner
av fo is as ea Aso 487-026
Sheet Of
( IN FEINT , C5A 1 6
1 inch = 30 fL
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540 02 540
PTS
535 5S5
530 No
535 OIL
BID a 520
515 ==Malmo 515
H
W
510 510
5�8231T
505NOTE:
PROFILES SHOWN OUTSIDE OF THE DESIGNATED CONSTRUCTION
Soo M Soo LIMITS ARE FOR INFORMATIONAL PURPOSES ONLY. FUTURE
1 1 2 2 5+ 5�5i1 6+5EI 7+00 7+50 8+00 6 DEVELOPMENT OF THE ROADWAYS ARE NOT BOUND TO THE
,SrRASET M HORIZONTAL SCALE: i" = 40'; VERTICAL SCALE: 1" = 10' -- — - — PROFILES SHOWN IN THESE PLANS.
QAD GRADE
EXISTINQ ra Sao �� j
Sao
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$25 525 r
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520 r 520 / ` r \ \
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510 ft
. 510
505 r: 505
500 aIA500 I
0+6 1 1 2 0 4450 4+65 \ I�
Sr,ff"r B' HORIZONTAL SCALE: 1" = 40'; VERTICAL SCALE: 1" =10'
`'0
1 G
END CONSTRUCTION
STATION54+64.69IN
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Drawn By
05/25/12
Date
Revisions
1- 06108112 - Per NCDENR Retiew
OBli9/12 - ISSUED FOR 010 - NOT FOR CONSTR
2 - 07113/12 - PER WDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - OSfO6112 - TOWN. NCDENR & NCOOT COMMENT
487-028
Sheet of
C5B 17
li' { ! . ..'.# i ! .!•�. i .�. i.: ! �... .'. �.. 1. • t ��t� ?�5 ��� �y. +r- 11

/ /
! a
I
r
INV 4" DRAIN \ �
ELEV = 502.5 (MIN) AV
LEVEL SP FADER -1
GRASS SOD ON CHA"EL �ES-A
1 ( SEE C RT SHEET C) , / INV = 7 $5
/
501.35/
OS-B
MAIN. PATH /
SEE DET))IL
\y
,yam ok - ..// y WF /
4" UNDERDR/A1N /
i y /
PROPAAND FIL, ER #
Vyl FOREBAY
i (SE ETAIL THIS SHEET)
� / r
jab,
SOD ON TOP OF DAM &
SLOPES TO SAND FILTER
..(COARSE MASONRY SAND
* 1 K
FILTER FABRIC
FILTER FABRIC
AROUND UNDERDRAIN
GRAVEL BED
W MIN UNDERDRAIN
GRAVEL BED (#57
WASHED STONE)
(SEE LA"CAPE PLAN)
r �
SAND FILTER #2 &DETENTION PLAN
ENLARGED DETAIL
SAND FILTER
SCALE; 1 "=20'
TOP ELEV = 506.75
FES - E
INV = 505.00
.-_....
WQ PONDING �?
0.54/Q OLS PE
SAND FILTER SECTION
r-13I
(NOT TO SCALD
NOTE:
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE
NORTH CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING &
DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA
ARE INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF OFFSITE.
RS-K 1&' CMP RISER
TOP ELEV = 506.50
1 INV = 505.10
TYPICAL SECTION
SAND FILTER W/ FOREBAY
PERFORATED 4" DIM.
UNDERDRAIN PIPE (SCHEDULE
40 PVC OR SLOTTED HDPE)
Ys i PERFORATIONS Q W OIC
MIN. OF 4 HOLEWROW
4 3-
r�-517-y
1
NOTE;
ALL AREAS TO BE SEEDED
TO PERMANENT SEEDING SPECS
10 -1" 0 HOLES M 4AW OIC
4 ROM 0 +lW OIIC
1a�STORAGE FOREBAY
N_ WASHED #57 STONE
AROUND RISER
S.H.W,T. = NOT ENCOUNTERED
L IW CONCRETE
ANTI FLOATATION BLOCK
DI- M
RIM = 506,50 -
0
Q
_ SUPPLY, MIDLAND,
PROJECT: TRACTOR
STORM- "
.
.- .-.
®or:
m m;m
• m "
®IMM-01
MIMMM
17,1172M
Law
�I—�s�I■I�IIII�IB�IIIIIII■1■■���II�IIH■BIIIIIe��
�
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER SPECFICAmom
THE PERMANENT DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN
THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER. MANAGEMENT PONDS ARE TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS CONVERSION SHOULD
BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS STABILIZED AND APPROVAL GIVEN FOR THE LOCAL a STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND REGRADING THE
BASIN CONTOURS TO THOSE SHOWN ON THE PLAN.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A'BLADDER' TYPE
SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
ANOTE FUTURE STREET EXTENSION WILL REQUIRE THE SAND FILTER
TO BE EXPANDED & A MODIFICATION OF THE STORMWATER
MANAGEMENT PERMIT FROM NCDENR
1
-~--- -- — 506
1
RIP -RAP CHART
STRUCTURE
No.
PEAK
Q-FLOW
(CFS)
Dk OF
PIPE
(IN.)
(L)
APRON LEN.
(Fr)
(W)
APRON WID.
(Fr.)
STONE
CLASS
MIDRANGE
GRADA110N
(IN.)
THICKNES
(IN.}
FES-A
I NIA
30
32
40
B
9
18
2
FES-E
NIA
10
8
11
A
4
9
FES-N
WA
Is
19
24
B
8
18
SAND FILTER OPERATION & MAINTENANCE PLAN
SAND FILTER MAINTENANCE IS THE RESPONSIBILITY OF AMERICAN ASSET CORP. ANDIOR ITS DESIGNATED PROPERTY
MANAGEMENT ASSOCIATION.
IMPORTANT MAINTENANCE PROCEDURES:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE SEDIMENT LOAD TO THE SAND FILTER.
THE SEDIMENTATION CHAMBER OR FOREBAY WILL BE CLEANED OUT WHENEVER SEDIMENT DEPTH EXCEEDS SIX
INCHES
ONCE A YEAR, SAND MEDIA WILL BE SKIMMED.
THE SAND FILTER MEDIA WILL BE REPLACED WHENEVER IT FAILS TO FUNCTION PROPERLY AFTER MAINTENANCE,
THE SAND FILTER WILL BE INSPECTED QUARTERLY AND 1MT14 N 24 HOURS AFTER EVERY STORM EVEKr GREATER THAN
1.0 INCIM. RECORDS OF OPERATION AND MAINTENANCE VV2ILL BE KEPT IN A KNOWN SET LOCATION AND WILL BE
AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED
IMMEDLATLEY.
BMP ELEMENT:
POTENTIAL PROBLEM:
HOW I WILL REMEDIATE THE PROBLEM:
ENTIRE BMP
TRASH DEBRIS PRESENT
REMOVE THE TRASHIDEBRIS
ADJACENT PAVEMENT
(IF APPLICABLE)
SEDIMENT 18 PRESENT ON THE
PAVEMENT SURFACE
REGRADE THE SOIL IF NECESSARY TO
REMOVE THE GULLY, AND THEN PLANT A
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A
ONE-TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR TOO
MAINTAIN VEGETATION AT AN
LONG.
APPROPRIATE HEIGHT:
FLOW 01VERSION STRUCTURE
THE STRUCTURE IS CLOGGED,
UNCLOG THE CONVEYANCE AND
DISPOSE OF ANY SEDIMENT OFFSITE.
THE STRUCTURE 18 DAMAGED.
MAKE ANY NECESSARY REPAIRS OR
REPLACE IF DAMAGE IS TOO LARGE FOR
REPAIR.
FOREBAY OR PRETREATMENT
SEDIMENT HAS ACCUMULATED TO A
SEARCH FOR THE SOURCE OF THE
AREA
DEPTH OF GREATER THAN SIX
SEDIMENT AND REMEDY THE PROBLEM IF
INCHES.
POSSIBLE REMOVE THE SEDIMENT AND
STABILIZE OR DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE
IMPACTS TO STREAMS OR THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL. EROSION
PROTECTION SUCH AS REINFORCED
TURF MATTING OR RIPRAP IF NEEDED
TO PREVENT FUTURE EROSION
PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF A PESTICIDE IS USED, WIPE IT
ON PLANTS RATHER THAN SPRAYING.
FILTER BED AND UNDERDRAIN
WATER IS PONDING ON THE SURFACE
CHECK TO SEE IF THE COLLECTOR
COLLECTION SYSTEM
FOR MORE THAN 24 HOURS AFTER A
SYSTEM IS CLOGGED AND FLUSH IF
STORM.
NECESSARY. IF WATER STILL PONDS,
REMOVE THE TOP FEW INCHES OF
FILTER BED MEDIA AND REPLACE. IF
WATER STILL PONDS, THEN CONSULT AN
EXPERT.
OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE.
DISPOSE OF THE SEDIMENT OFFSITE
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET
DEVICE
RECEIVING WATER
EROSION OF OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY 401 OVERSIGHT UNIT AT
OUTLET.
919-733-1786.
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Drawn By
05/25/12
Date
RoWsrons
1- 06108/12 - Per NCDENR Review
OSM2 - ISSUED FOR BID- NOT FOR CONSTP,
2-07113112-PERNCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3-[IAX1PJ1g.imm t mmD A urnnr rnuuZ;
487-026
Sheet Of
CG 17

i .._ i-.._ -_' I ...... -,* , ., �--_. L. I-._l'_ . — .l.i a --is _2 _..
r
SEDIMENT BASIN CONVERSION NOTES:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER SPECFICATIONS.
THE PERMANENT: DRY POND SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE IS STABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN
THE POND SHALL BE REMOVED AND THE FINAL GRADE REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED.STORMWATER MANAGEMENT PONDS ARE TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL BASINS. THIS CONVERSION SHOULD
BE COMPLETED AFTER THE ENTIRE DRAIN AREA IS STABILIZED AND APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY INSTALLING THE PERM. OUTLET STRUCTURE AND REGRADING THE
BASIN CONTOURS TO THOSE SHOWNN ON THE PLAN..
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND DISCHARGES THROUGH A VLADDER TYPE
SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH EROSION CONTROL MEASURES AND
PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
EMERGENCY
SPILLWAY
ELEV= 506.S0��A
( SEE DETAIL) i = •
SAND FILTER # 3
ENLARGED DETAIL
SCALE: 7".20'
NOTE:
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE
NORTH CAROLINA STATE EROSION CONTROL SEDIMENT CONTROL PLANNING &
DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA
ARE INSTALLED. ANY SILT THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF OFFSriE.
RIP -RAP CHART
87RUCTURt;
No.
PEAK
"LOW
(CFS)
DIA. OF
PIPE
(IN.)
(L)
APRON LEN.
(FT.)
W
APRON WID.
(FT,)
STONE
CLASS
MIDRANGE
GRADATION
(IN.)
THICKNES
(IN.)
FES-Q
NIA
8
8
10
A
.4
9
ZL
SOD ON TOP OF DAM &
SLOPES TO SAND FILTER
& SEDIMENT CHAMBER
( SEE LANDWAPE PLAN)
PROP. SAND FILTER # 3
W/ FOREBAY
( SEE DETAIL THIS SHEET)
TOP ELEV = 507.5 --}
EMERGENCY
SPILLWAY
TOP ELEV = 506.50
Q 6'
507 —A --
605 `� 3
C $" 3,
I 1 - (CQAR;SE MAS0NRY SAND
2
503
FILTER FABRIC
FILTER FABRIC
AROUND UNDERDRAIN
GRAVEL BED
S7w0RM "JVAAIN. 4 GCE CfffART
PROJECT: TRACTOR SUPPLY, MIDLAND, NC
05025(12
LOCATION: CABARRUS COUNTY, NC
REVISED: 07/27/12
STORM FREQUENCY ON -SITE :
JOB NO:. 467-M
STORM DRAINAGE TO BE CL III RCP OR HDPE UNLESS OTHERWISE NOTED
COMPUTED BY: GDM
CHECKED BY: C
STRUCTURE
LENGTH
AREA (AC.)
C
TC
I
TOTAL
DIA.
Q(FULL
VELOCITY
(FP
INV. ELEV
MH INV
SLOP
RIMIGRATE
N VALU
REMARKS
FULL
DESIG
(�
RS-P
FES-Q
16.
8
505.08
50.00
0.50
ALUMINIZED GMP, NCDOT GAUGE
FES-Q NCDOT # 310.04
DI-R
EP
70
8
502.25
501.90
0.50
DI-R NCDOT # 840.51
W MIN UNDERDRAIN
GRAVEL BED (#57
WASHED STONE)
SOD ON TOP OF DAM &
SLOPES TO SAND FILTER
( SEE LANDSCAPE PLAN)
CLEANOUT
(TYPICAL AT ALL BENDS
12" ABOVE GRD.)
1" STORM STAGE
"1=CEV""5{18.0 �18" WC� PQNDING
0.5% SLOPE
SAND FILTER SECTION
IC-Cl
NOT TO SCAM
RS-P 15" CMP RISER
TOP ELEV = 606.60
TOP ELEV = 507.50 INV = 505.08
FES -Q
INV = 605.00
V
a.
'� F�,A
S,H.W.T. = NOT ENCOUNTERED
PERFORATED 4" DIA.
UNDERDRAIN PIPE (SCHEDULE
40 PVC OR SLOTTED HDPE)
%' PERFORATIONS eQ 6" OIC
MIN. OF 4 HOLES/ROW
TYPICAL SECTION
SAND FILTER W/ FOREBAY
12 -1" O HOLES 0 4" O/C
4ROWS C4"O/C
SOD ON TOP OF DAM &
SLOPES TO SED. CHAMBER
( SEE LANDSCAPE PLAN)
DI-R
RIM = 506.60 Q
s
'I 6' MIN. d
507
tRAGE ��-
-- 505
!FOREBAY
INV= 502.25
503
WASHED #57 STONE ^
AROUND RISER s
24" CONCRETE
ANTI FLOATATION BLOCK
?Occ H
W W N
In. N cc IL0a Us
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Drawn By
05/25/12
ReWslons
1- 06=l12 - Per NCDENR Review
061�t9/12- ISSUED FOR BID - NOT FOR CONSTR.
2-07I13A 2- PER NCDENR, CITY OF CONCORD,
ANd TOWN OF MIDLAND COMMENTS
3 - aAlAt91i 9 - Temk lum;:wR a mrnnr enuLw r
487-026
Sheet of
C7 17
I ', 'S: i r} I rii r -1.� t `t•r:}i' i:'.!i. i =�
is !:1. .1 ..i.s .r L ,,i �:� ,.i�+ I f.•

V I I I I., ! '; " ... , ,, � - : ".. %, `t .
1 2. -1.1 �'_ - ___- _1, !,l - r L" Ltja._,
c)
L
Now Ini
ILI
Ijj z Iiiii a Z , Uj Co
TREE PIT AREA DETAILS z 0 At UA!9 w I. M !9
LONG TERM TREE PIT MAINTENANCE PLAN le- L Z 0 0 a � a In CO Lum ;oe I.- UA.
CONSTRUCTION & MAINTENANCE OF RAIN GARDENS %*am Wiftles are placed in prominent selfings. M
co
Fee 0 R z
TYPICAL BIORETENTION AREA 1.8 MaInbutance & cvenffim CONSTRUCTION & MAINTENANCE OF RAIN GARDENS 0 ot 0 M0Z 04M
>e (5 z
Installation: 1.9 General Cars Seasonal Cam Q f 0) Lu
The inirdirnum width of the bionolientlain area shall be ton (10)4&d and the ri-drdirium length shag be forty (40).11set. cc LU (A a 15 LLl
51 Fc - a ci cc LU
In tradMol intensively cropped landscapes. sag fartirdy (and especially the lewd of available Spring LA IL tu M 0 -.0 z
The planting mix should be approxicnately 65-75% sand, 25% aft or topeoll. and 10% organicorganicor leaf compost. The maximum clay content shag be low than 10%. nitrogen) is considered die limiting factor to plant growth. By design, Bloiletention facilities are located - Prune deciduous trees & shrubs before leaves appear (usually early to mid -March), 0 ;R 0 LU 0 M
The minimum depth of the planting: mix shell to based on the following: in areas where nutrients (especially nitrogel significantly elevated above natural 1411VOIL Therefore, - Prune flowering trees & shrubs after blossoming (usually early June). X CC
It Is unlikely that soil fert1ity will be the limiting factor in plant growth, & thus fertilization would be - Divide ornaments! grams & perennials as soon as the sell becomes soft Ile Cie CL. 0 IL
1.5-1 for grass only bloretention areas, unnecessary. Excess fertilization, (besides compromising the BMPa pollutant reduction eftcliveriess) CONTRACTOR SHALL PROVIDE INCLUDE z UJ X
lu
3.043et for bloretention areas that ullize shrubs, and leads to weak plant growth, promotes disease & post outbreaks, & Inhibits soli life. 0 Sol few is in Summer PEAKED TRASH RACK WITH SHOP DRAWING
41"9* for blorsteortion areas that ulLm tam doubt a simple soil test can resolve the question. Persons responsible for maintenance may consult - During extended drought, water deeply in the morning every seven to ten days. SUBMITTAL PRE -CAST CONCRETE STRUCTURE
(AS MCA TED IN PLANS) with their local nursery or contact to Mecklenburg County Cooperative Extension Office to determine -Check trees & shrubs for signs of disease or Insect pesky. Plant diseases Usually can be as* PEAKED TRASH RACK TINDALL UV4848 OR EQUAL
Inseg&iii find NN& . Mcs:l fertility needs. If fertilization should become necessary. an.organic fertilizer will provide nutrients as treated when detected as*. 2:1 SLOPE, WITH 2'x W HINGED HATCH 48" x 487 INSIDE DIMENSIONS
needed without disrupting soli life. WOW regularly, preferably by hand.
ALIGN NTH STEPS INSIDE (MIN. 6' WALL THICKNESS)
Regular Inspection and maintenance Is critical to the effective operation o(bloretal areas as deeWned Maintenance responsibility of the bloratenton area shop be vested with Like any garden area that Includes greases or woody plant materials. harvesting & pruning of excess Fall SECURE HATCH WITH CHAIN & LOOK
a responsible authority by means of a legally binding and enforosable maintenance agrearrient that is executed as a coill of plan approval. The surface of the ponding area growthwill need to be done occasionally. Tdmmecl materials maybe recycled back In with replenished -Cut perennials back to the ground after the first frost remove annuals.
may become dogged with Ina sediments overtime. Care asiallon or cultivating unvegistated areas may be required to ensure adequate 1111trellori.
mulch material. Mulch should be Inspected after every significant prociplitallon event & replaced as - Plant newtives & shrubs as long as the soil temperature remains above 32 degrOSS.
Other required maintenance Includes bid Is not limited to. Pruning and weeding to maintain appearance shag.be done periodically as needed. Hardwood mulch shall be replaced necessary. In most cases, alwadded mulch should only need replacement once per year. - Mutch . trees & shrubs to help condition: the soil for Wing & to protect roots. DRAINAGE
of replonlahed 2-to 34nchm ihick periodically an needed. . Trash and debft shelf be removed parlodically as nee" Typically, watering of the BMP will not be necessary once plants have become established, except. Winter STRUCTURE
during drought conditions. Plant Spec" for bildraterrWrt have -been selected based an their hardiness - Cut back ornamental grasses & remove clippings, STEPS
& atift to survive *Arl conditions. However, watering will be needed during are plant EMERGENCY SPILLWAY
establishment stage. As with any landscaping feature, the designer should consider affects on Troubleshootina Problem
moisture condition & the ability of the owner to apply watering as needed. Faciftes susceptible to TOP OF BOX
drying Conditions Include- Look for signs that plants are too wet including willing, yellowing, ringed spots on leaves, & a soft or ELEV = 505.50
- Landscape parking lot islands rotting bass. I& MIN. LENGTH
- Median Areas - If erosion is occurring at drainage paths. Stabilize the erosion.
MAINTAIN LEVEL SECTIONAT GRASSED - windy, exposed areas - If plants are drying, it may be necessary to choose plants more tolerant of dderhvetter conditions.
4
0MVELOGRASS RFACE FILTER STRIP - ff water is not dissipating within a couple of days, to BMP Is not functioning property. Water will
Weeding of the facilities Is not absolutely necessary for the proper functioning of the blorietentIon BMP. pond longer in winter & Sao spring. N
However. unwanted plants can be invasive, consuming the Intends d planting & destroying the Do not walk or mow, in ponding areas. Uj
INFLOW POINT$ 6 if Z W.
,lill Million
aesthetic appeal. Therefore, weeding is encouraged to control growth of unwanted plants, *sped*
��� ��� Al
MAX 64NCH DROP zujot CA
AT OPENING cc
0 w Mill z C
0 lu a "rA
4F z Z Z C
41F Ittot 0 31
IMPERVIOUS AREA 4r
00, z A am 11 IL
41 Al 0zCft
imuilox 75 too :3 OVERFLOWSTORM DRAIN INLET
0 RIM ABOVE MAX PONDING DEPTH)
U.
1C rest AL INV= 502.00
SHALLOW PONDING AREA
PLANTING 124NCH MAX DEPTH 480
MIX 4,0-FT. 3.00" gPVC
NNCH TRIPLE HAMMERED MULCH LAYER MIMMIUMLIl All, PLANTING MIX PRE -CAST SUPPLIER TO SPECIFY
&HALL RE BE:
IA+T. FOR GRASS ONLY
PERMEABLE GEOTEXTILE FILTER FABRIC 3.01 FOR SHRUBS
4-INCH OF GRAVEL OVER PIPE 4.0-FT. FOR LANDSCAPE. TREES
IN LEU OF FILTER FABRIC
64NCH MIN. PIPE DIAMETER. AND 84MCH MU
GRAVEL JACKET UNDERDRAIN SYSTEM TO
STORM DRAINAGE NETVi OR RECEPANGVMATERS
SOURCE: ADAPTED FROM PRINCE GEORGES COUNTY DESIGN MANUAL FOR THE USE OF DIORETENTION IN
STORWATER MANOiGEMENT, INS AND TOWN OF MIDLAND. NO STANDARD DETAIL 121
TURNED DOWN FOOTING & COMPACTION
REQUIREMENTS sew
INV= 502.00 OUTLET STRUCTURE B CA/?O
lie
AD
N.T.S. -F SEAL r .40' 'e
12557
Nee 0-0.1.4e,
•
NOTE: 1:11
*1400V T
It
0 THE STORMWATER DETENTION BASINS! WATER QUALITY PONDS,AND STORM DRAINAGE SYSTEM 4voilli'll
lit SHALL BE BUILT TO THE LiKAUt:b AND INVERTS ti t$r1UWN ON THE PLAN.
SHEET FLOW 0 THE CONTRACTOR SHALL PROVIDE & SUBMIT ASBUILTS OF STORM DRAINAGE & STORMWATER
DETENTION POND (SEALED BY NCPLS) TO THE ENGINEER PRIOR TO THE ISSUANCE OF A CERTIFICATE
CURB & GUTTER W(ft) OF OCCUPANCY BY THE TOWN. z
MATH Cum CUTS 1 1 1 1 1
111111111011111 alAl 11111 A 0 ENGINEERING ANALYSIS INCLUDES ONE SITE VISIT & ANALYSIS OF ASBUILTS. ANY FURTHER WORK
to* 1j,*1j* to$ to* to* tolir 90*01* GROSS FILTSR STRIP BY THE ENGINEER DUE TO CONSTRUCTION NOT IN ACCORDANCE WITH THESE PLANS WILL REQUIRE
ADDIONAL SERVICES 9'7,OMPENSATION.
D I -to
t s-L-tor jr it I V z z
n gr n ATE` QUAUTY PONDING UMITS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO INSPECTOR FOR ALL NON-STANDARD DRAINAGE LU
H
OUTLET 1111*1 - 11, *__ Z211i 6 STRUCTURES PRIOR TO CONSTRUCTION.
i F­j r r---
1616 09,
qwuu lu� Uj
OVERFLOW
DROP INLET -­_
BERM
PLAN VIEW
ERFORATED UNDl COLLECTION SYSTEM SWALE SECTION 1111C
z
CUTS
-. ll� z 0
CURB STOPS OR CURB 3-HAMMERED INCH TRIPLE HAMMERMULCH LAYER SEE CHART V.2z
SHEET FLOW
ERFLOW DROP INLET (TYP.)
At AP al. 411,11rall, it It OEM z LU Moil
< ioo- CL
CL
PLANTING M
P . ERMEABLE FILM FABRIC TOP OF SPILLWAY
V ELEV-- 507.00 PROP. 48" x 4W (INSIDE DIM'S)
PRECAST CONCRETE BOX
6.124NCH PONDING 1wil:=11 TINDALL UV45x48 OR SINLIAR
S4NCHES MULCH
(SEE DETAIL THIS SHEET) 0
PLANTING MDE DEPTH A,
FROM 1.5 -TO 4+T. J. •PERMEABLE FILTER FABRIC
BASED ON VEGETATION
54NCH MIN. PERFORATED PIPE 0
IN Sl MIN. GRAVEL JACKET
MIN. WFREEBOARD
FUTURE MIN.
TYPICAL SECTION IM'M STO 507
ELEV = 506.77
0"-FL SZOW ST!2E_7L i4
V_ 506
2 ELEV = 505.84
- IR0r 30-t-t Illit6P - 605 d)
0.60 I "'iiiiia
C-76) @
(ASTM 10 YR. STORM STAGE FUTURE C5 I=
to EtEV. ---5W.3r­ --1 VR-.-UGR*STAQ 504
ELEV s 5W.54
1
Cel
PLANTING MIX 14K S:PQ S*A E 5.03 Eq1nw
DROP INLET Ell 54.02 GDM.
GRATE 2 602
SEE PLAN FOR DOUBLE WRAPPED JOINTS WITH 05/25112
ELEVATION Iii N,.%"VENf&T&%9ASW_
GASKF-TED JOINT PIPE W/O LIFT HOLES Date
irr P. 12N THICK CONCRETE Revi.sbns
ANTI -FLOATATION BLOCK INV= 502.00 lr DEEP PERM. POOL I - 06108112. Per.NGDENR Review
VARIES (SEE PLAN) (FILL WITH CONCRETE) CLEhNOUT WHEN HALF 06=2. - ISSUED FOR BID - NOT FOR CONSTR.
BOTTOM FULL OF SEDIMENT 2 - 07=2- PER WDEil;i CITY OF CONODRD,
ELEV a 601.00 AND TOWN OF IADLAND COMMENTS
CONCRETE
ANTI -SEEP DRY DET. POND TYPICAL DAM CROSS 3- 011M2 -TOWN, NODENR & NCDOT COMM
COLLARS (2 MIN.)
(8 - 1r MIN. THICKNESS) SECTION
NOWWbVEN
FILTER FABRIC COLLARS TO PROJECT
OJECT 24" FROM S.H.W.T. = NOT ENCOUNTERED y
OUTSIDE OF PIPE
UNDERDRAIN MAINTAIN 20FROM PIPE JOINTS
PERFORATED PIPE (TYp.)
Project Number
487-026
NOTE: Sliest Of
PRIMARY SPILLWAY SIZED FOR FUTURE CONDITIONS
OUTLET STRUCTURE DETAIL Cg 17
PERMANENT SWALE CHART
DITCH
(AC.)
88 (H:V)
(FT)
(FT)
(FT)
(%)
(FPS)
STABILIZATION
NO.
AREA
Gio
L I
R
b
D
W
SLOPE
N
V10
PERM.
TEMP.
LS-1
.0.53
12.0
2
2
12
1.6
'is
1.0
0.03
2.6
GRASS SOD
N/A

o L 1 , c�' J 7u
rn ? p c I.: GENERAL NOTES: NOTE; W W Z WZIM W
A GROOVE JOINT V DEEP WITH 1/8" RADII SHALL BE REQUIRED.IN THE CONCRETE mu ��$ O :9 W W cl) I. -
'SIDEWALK AT F INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 4V NOTE PeR Ira nmt,o�ae RIAc1c OF vi" 0 m r p 0 W
• INTERVALS NOT TO EXCEED 50' & MATCHING EXPANSIONICONSTRUC71ON JOINT IN !_ 0 0 1�i Z
+ • s aN11P R llE AM PLAIN. PRONE: OVAL EE M011 E� immam OFCURB M Y! � Ei a� Q ' • SIDEWALK J INS ANY RIGID 1IrZ EXPANSION JOINT WILL BE REQUIRED WHERE THE �� ;• 41 lei° r PLANONE eW m m iIi I� Z
.,. _ LLB OQz O
' ` + ' ' ' ' ' ' •`• . • SIDEWALK AT DRIVEWAY ENTRANCES TO BE $" THICK a oM SUIRFACE OF WE au ROMP mrui Ea Fu�lr +I+n+ ixE Flotnxa OF niE m �� o m E�w IaNr O mug 41
Z Q a O a
!
:.+ ;•• �, .. •,•� 4.• ' + - 4. TW RW OPENING iia�7NE FU[LY DF}�O S OLL M WCAUD � � • • • • • PAC80PCUR8 ` -�'
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF F. = TME PART a aF TIE aR�E K NPRI011Cs nE �Y � .. ... A- -A - I ` � � � Z � � Z
ImLE CGTHM S1tALL� AT THE ODRlRR MMOS CGgGR1NE F�wRA B1IIfE0l
+ eRRLTIs amR�wTBE.oEleoTm By I1E GpIMOR�KE�R, aIRB RA,rs . yIl PIANITOx, •----- • RiCA0L11E �". ��„ cc W 0
"pia �r r �a BIOPE AFI i� POR PaOPOC ET1 - - - - 0 W W 0 M W W
Jnr FO,LFR GROOVE JOINT IN SIDEWALK WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHAM BE A MINIMUM OF 4'. 1� : A,X,TIRKE MLW N IL W Z O 7 Z
TRANSVERSE EXPANSION JOINT s TINr aMo AND MIF suRFACEs swEl Ri aeon Pal cnMOR1ERE aRN A cc J ,
OzaOWW0cc
WFA Rp, Sr "A<IC11AM'i EDRtrON NfGaI sGnRMM1D r EALK b, aRUK BACK OF CUM AT t?:•o• 4K0" a� GUTT UP � _ �
SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. gawNe a a O p• F-
ap�e�Ap� MOST ARMS, LOW POLES AND 0a4I, ORSIIS1Cr14Mf - � V
CONCRETE COMPRESSIVE STRENGTH SHALL BE 38W PSL IN 28 DAYS. low
MOTFR X am10 LpurAETIpNN or ��VON"OF 10i "M p� PLAN VIEVYFPARAIJ Et RAMP SLOPE "A• 1 '1 Z W = p W
NOTES: 11B"RADM,s OYSRIII,0" Am Trr o RTRIm at Be MW O0140411ORl SLOPE -S' 1 •IFT W CC IH cc
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL a Ar. ALL 14CAT1oNe, Mar �.IMw a FEET Or FTRL 11Da1Q aMa MMLL ne of WALK
P1ALm SETMai71 TRUE IYl1fb. SE.OPE roe 'IFT
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 10-FOOT SPACING MAY SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. e, sEs SW41O D WON laann Hare aaeerw E *GTAlaAMK
BE USED WHEN A MACHINE IS USED. JOIN' SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT , . tA'Tt),14' FROHTOFWAtx
UNCONTROLLED CRACKING. + •• V PLAK= SnEP r Room ow
�+ � slDr:TrAuc -,a,,, DACKOPaRR
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED e• ' • + '- • • ", + , • �°� R �o�'`' PAceoFa,lm
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/Z" SHALL BE - , PLAxr�a� --'~ •.•.. 11 ..'.' Flovna+e
OBTAINED. - ' 11Z' E7fPAi IalOre JGIhT i' t .... • • • . .
3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS � � � o �A GurTER UP
SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. ' •• ••;• • KaIE - r
TRANSVERSE EXPANSION -' •'''='' � :�`''�
• <' - r I� a oulTea e'
Ten DDLIEacoLORED
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3800 P.S.I. IN 28 DAYS JOINT IN SIDEWALK 4 RKAML a Ten,c a°0'ACK'M UE JOI AT ro. 4 0, e a
PROP06BD4' CbFICREIt! BMEIRDILK Gosa10 OeBIRtK:RN1N +CPA AT OnrAK OF
C4fi0
S. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS,
DETAILS SHOWING EXPANSION JOINTS
B. TOP g" OF SUBGRADE BENEATH THE CURB & GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR eWI eE000r wrREr wE■Es PLAN VIEW -DIAGONAL RAMP WITH PLAr�TING sTRIP
DENSITY. IN CONCRETE SIDEWALK NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
Q!Y a�' CI�A�B�'!i STANDARD PLACEMENT OF ACCESSIBLE CRY or t�11lhOR'!I� ACCESSIBLE RAMP STANDARD WITH
ob 0
CURB AND GUTTER CONCRETE SIDEWALKS >u� s RAMP AND GENERAL NOTES r n C� r
Illq m 0.35A >r Im PLANTING STRIP 2 -6 CURB AND GUTTER o.31A Z M.W
? 0
. zWa �W
ACCESSIBLE P Q REa NT8 Z Z` c EIZ
,r
,?RADVA sd HrAat[H �`® O S, e c 8U ALADCEBIMILESIC�IV 4 -%) USEOIF � . 0 3 V r
,q`MIVOOIO �'^ '�' IWALPAAgi MIUMEe OFA'CCESSMEaINARN '�PAM AOFA Eo iVCb'il MINDOMMAISEROF- - IMII�S OE�VAN�QUF l4 T Z �
1WRAMS 1 rla°us SPAIEBREauean MSEV MMACCEOVOW aEeamHO -•i- ADOITIOf(ALMEOUF DV_A= EPACE � �t
tTosr t 1 DUALS----�in i1-� ' D Z� z
. - uYOED s ,
cwr ?+ •'Y .•` .. - .. wTaTY a - 1-w-$jf'eN R7-0•
s - MAXIMUM mW��� y��
.. 0` €
_A' .... .: •a, , ? . � e + y.A .• + :•-+, :+ � rsro•,Y , t
1 YAk o R 'd
STANDARD? �� CURB AND GVJ TER 101 T0800 4 1 PENALTY
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lid A'1'r� � TRUNCATED DAMES U�E�,o��.�U lit" �
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w e TIP ELMTIGN NO MFL ourm LINE R e Rp 5" z A i 06/08/12 - Per NCDENR RWOW
PLAN VIEW K ;R '" a "Or "Na E]aINMIOM � � � � N C2 m e• ' •" � '"
.. B• DN ovER >< 1 _ re 06/29/12 - ISSUED FOR BID NOT FOR CONSTR
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IL 2 - 07/13/12 - PER NCDENR, CITY OF CONCORD,
° EXPANSION 401Mr t, w $ ° IIfE YD�E � � I � AND TOWN OF MIDLAND C
tw o%" �- NOTES: � � a _ �j w e" _ `-�-'l M ew An'M Ln1E � � � `a _ � iE OMMENI'S
ROOM 1.TRANSMONTODEALONGWKOFGURB. �� � ELEYMO � � N � � �� � � � � 3'OLM2 TOWN, NCDENRB,NCDOTCOMMENTS
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io:176 T'•6" CURB AND GUTTER 10.20 , 840.01 ' RIM W M CMIC VAMI °F M� � � MW NEte� 840. 01 840.1 S 840 • i s Plaoject Number
487-026
Sheet Of
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wV- t USEBAr npR1LL8 AT 18° CENSERS. O Q co
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PROVIDE ALL CATCH BMW OVEN S'-B° IN DRPTS 0IIH STEPS 19" L'-
DN DEKM. L18E STEPS WHICH CMrLY'I= STD. ORKNINO 00.58.
N r-` USE BRICK OR COMM BUM MUCH OWLI9B WITH TO RMIAIMM �
C7 p «• r r OF SECTION 840 OF THE SrA1M AD BPECIFICATIONR. L1. r4f
.»r IF REINPORM CONCRETE PIPE IS SET IN HOTWE" SLAB OF MR, MD TO SLM Opco
' a A3 SOM M 9M. NO. aw.00.
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CR 1x TO B'-0" FRaN TOP �P MPLL AHO 8' WTALa. FOr TM>: RaW1AINIlNi
z V-O'�OlMMTIM TO RE ADJIL6M ACOMMLY.
CONSTWxr W I M PIPE GROAWS N0N m.
PLAN FUSE NICK MASONRY DROP Ift" IN WMTIONS NIIB.IEOT To
MW OOPIN6 raur m INVOU ALL MWOQ>M ODMENS 1'.
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1840.1811
ConstructionSpecifications
1. Remove and properly dispose of all trees,
brush, stumps, and other
objectionable material.
2. Ensure that the minimum constructed
cross section meets all design
requirements.
3. Ensure that the top of the dike is not lower
at any point than the design
elevation plus the specified settlement.
4. Provide sufficient room around diversions
to permit machine regrading and
cleanout.
5. Vegetate the ridge immediately after
construction, unless it will remain in
place less than 30 working days.
Maintenance
Inspect temporary diversions once a week
and after every rainfall. Immediately
remove sediment from the flow area and
repair the diversion ridge. Carefully
check outlets and make timely repairs as
needed. When the area protected is
permanently stabilized, remove the ridge. and
the channel to blend with the
natural ground level and appropriately
stabilize it.
TD
BLACK ALUMINUM TUBE FENCE SPECIFICATIONS,
FENCE HEIGHT 8' (SEE PLAN FOR LOCATION):
1 CONTRACTOR TO SUBMIT CUT SHEET TO ARCHITECT
FOR APPROVAL. GENERAL SPECIFICATIONS ARE AS
FOLLOWS:
2. PICKETS 1 " X 1 " X 0.065 WALL
3. STRINGERS 1.625" X 1.625" X 1.625"
SIDE WALL 0.100
TOP WALL 0.070
4. LINE POSTS 2.5" X 2.5" X 0.075 WALLS. LINE POSTS TO
BE SET@10'-0" MAX. SPACING. DEPTH OF POST TO BE
MIN. OF 30" IN TRUCK POURED CONCRETE. WHEN
PRESET GALVANIZED FENCE SLEEVES ARE USED POSTS
ARE TO BE ADHERED WITH EPDXY.
5. TERMINAL AND GATE POSTS 6" X 6" X 0.125 WALL,
DEPTH OF TERMINAL AND GATE POSTS TO BE MIN. OF
36" IN TRUCK POURED CONCRETE. WHEN PRESET
GALVANIZED FENCE SLEEVES ARE USED POSTS ARE TO
BE ADHERED WITH EPDXY.
6, PICKET SPACING .3.75" O.C.
SPACING BETWEEN PICKETS 2.7511
7. ROLLING GATES: DESIGN AS PER THE MANU-
FACTURERS DESIGN STANDARDS. GATES SHALL BE
MANUALLY OPERATED ROLLING CANTILEVERED W/
RUBBER WHEEL AT FRONT OF GATE, NYLON ROLLERS
AND BUMPER STOPS @ GATE ENDS.
S. FASTENERS SHALL BE 302 STAINLESS STEEL WITH
SELF -DRILLING HEAD, ALL SCREWS SHALL BE PAINTED
TO MATCH FENCE.
9. GATES: (6) 4 - 10 FOOT ROLLING CANTILEVERED
GATES, 1 - 20 FOOT ROLLING CANTILEVERED GATE AND
1- 5 FOOT SWING GATES, WITH FRAMEWORK OF 1 5/8"
FULL WEIGHT PIPE, 2.27 LBS. PER FOOT (MIN). GATES
BRACED AND TRUSSED AS NECESSARY.
OXFORD TRACTOR SUPPLY COMPANY DWG.
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ARCHITECTUREIV FENCESPEC
1205 Paris Avenue Architecture JOB NO. SCALE: DACE:
Suite 205 Planning 11113 NONE 07.09.2012
Nashville TN 37212
Compacted soil 2'
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OW
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Figure 6.20a Temporary earthen diversion dike.
6,20.1
Coarse aaareaate
Figure 6.20b Temporary gravel diversion dke for vehicle crossing (modified from Va SWCC).
TEMPORARY DIVERSIONS
AMERISTAR ECHELON iI STYLES
!-5_
E.C. STD. 6.20
OXFORD TRACTOR SUPPLY COMPANY IMAGE
W CRY, ffm FENCE
ARCHITECTURE TYPICAL
1205 Paris Avenue Architecture JOB NO. SCALE; DACE:
Suite 205 Planning 11113 NONE 07.09.2012
Nashville, TN 37212
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Drawn By
05/25/12
Date
Revisions
1- 06108/12 - Per NCDEIR Review
OSM12 -ISSUED FOR BID -NOT FOR CONSTR.
2 - 07113A 2 -PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 06/08112 - TOWN. NCDE:NR 8 NCDOT COMMEW
Project Number
487-026
Sheet of
C1. OB 17
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GENERAL NOTES:
W m
14�,5: ARM ASSEMBLY W [? an ILO O 0
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. 40000 >. I` W
1. A STABUEN IZED TRANCE PAD OF f5 WASHED. STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE "'"' O V Z
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES TRAFFIC W L ENTER OR LEAVE 1NE CONSTRUCTION SIZE ONTO A PUBLIC STMT. 'W ENCLOSURE CO)0 m ~ x Q
OR CHANNELS TO SLOW VELOCITY OR TO CREATE 2.. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BAST: FOR THE. CONSTRUCTION ENTRANCE. Z 4 h- O Q Z 0 Q
SEDIMENT TRAPS. t•-e A 7K ENTRANCE SHALL BE MABNTAgNED IN A GONDNIION WrIICtN HALL PREVt?NT TRACKING OR Fi01WNG CF SEDIMENT O O CL a a
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE ! a taeaaa gnm ONTO PUBLIC STREETS OR ExwTBNG PAVEMENT THIS MAY REpUIRE PERIODIC TOP DRESSING VAIN ADDrMMAL fin• & '. C3 Z 0 O Q
STONE AS CONCnK= WARRANT AND REPAIR OR Q.EAROUT OF ANY MEASURES USED TO TRAP SEDIMENT. SPEC �� SPECIAL REQUIREMENTS & NOTES Q Z W .Z■
TOE OF THE U DAM AT THE SAME ELEVATION AS THE MMRENTRYuwr # � won 00 C) � W
DOWNSTREAM DAM (SEE DIAGRAM BELOW). s 4. ANY SEDIMENT SPILLED. DROPPED. WASHED, OR TRAcKm ONTO PUBLIC STREETS MUST BE REMOVED IMMmIATELY. PERSPECTIVE VIEW � � � �
aAS e � , wort S WHEN APPROPRIATE. VINEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR 70 MERINO A PUBLIC STREET WHEN 6.17 ROLLED EROSION CONTROL PRODUCTS - 0 L I W O 0 � CO Ul W
a r AMx WASHING Is REQUBt£D. R SHALL BE DONE IN AN AREA STABRJZED MMTH CWISNED STONE WIiICFI DRAINS NNTO AN n• W Z Q W = ' .a Z
AT. Cow APPROVIED SEDIMENT BASIN SEE STD. NO, 30611L PVCFLB04V PVC ENT SCHEDULE 4o 6,51 HARDWARE CLOTH dr GRAVEL INLET PROTECTION - � - N O Z Q W O
A ��MMG 8. MOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (SM. 10.24 & 1O. M TO PVC END CAP PVC PIPE 6.60 TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN. � � Ili +JBACCESS TINE CONSTRUC71pN SITE IF' THE OWVEWAY IS ON A 7NOROUGHFARE. r is r VYA7T3taURFACE 6.61 SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED . Z
aW ��
law Im
PVCENDCAP 1ST BAFFLE: RIP RAP & WASHED STONE BERM 3
A AND 8 ARE AT EQUAL ELEVATIONS 1WtM1c sTMEcr 6.64 SKIMMER SEDIMENT BASIN 2ND BAFFLE: STANDARD BAFFLE
CROSS SECTION tNMfEDULE40 3RD BAFFLE: HARDWARE CLOTH SURROUNDING
Comm 00M UPIPE
NDERSIDE
L IDE Pvt. RN THE SKIMMER
two A ILMAIM reTOi PVC TTf UNDERSIDE ORIFICE
PVGTEE �W
loaf km FLEXIBLE
E THE STANDARDS dr SPECIFICATIONS SHOWN ARE FROM THE -NORTH CAROLINA EROSION AND SEDIMENT
r YrL ,� w FID6a: 0 CONTROL PLANNING AND DESIGN MANUAL' (NCESCPDM) PREPARED BY NC DEPT. OF ENVIRONMENT AND
OR NATURAL RESOURCES (NCDENR).
THE CITY OF CHARLOTTE . HAS ADOPTED THE SPECIFIC STANDARDS b SPECIFICATIONS SHOWN ON THIS
wo "
a m END Vl FRONT VIEW DETAIL AS MANDATORY MINIMUM DESIGN STANDARDS At SPECIFICATIONS. 'SPECIAL REQUIREMENTS 6t
n ueal ��I 6' + �-� ` NOTES' ARE INCLUDED WHEN THE CITY OF CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE
L-r- NCESCPDM STANDARDS.
PLAN SCHOIATIC OFSKINI R TAKEN FR*M PE iNSYLVANIA EROSION AND8Wmefr POLLUTION CQWM I. IA WA4L. MARCH 2=
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SPECIAL
TEMPORARY ROCK CHECK DAM STABILIZED CONSTRUCTION ENTRANCE 0FAIRCLOTH SKIMMER EROSION CONTROLru
130.101 13MIlA REQUIREMENTS & NOTES 30.00 Z
LU
o� Z
ZI NIF
Err W UA :I
Z
GENERAL NOTES: z 0
T. UNIFORMLY GRADE A SHALLOW ro� s' MAX sBr, `� 0 U) W iL ok
DE ON APPROACHING THE
SrOL
DRIV � � (A� � � �
GENTLE SLOPES STEEP SLOPES z FEETE To THE GROUNPDosTs 2 'o r u L
TEMPORARY SEEDING FOR WARM AND COOL SEASON SUNRROUND04 7HE INLET. SPACE �a 4' MAX. � � � W Q t� � � �
100 on/Aoe bdI re.oli.-------- ----- _
rtLosrt rAeaD P0675 EVENLY AROUND THE 9-CAUOE HARDWARE CLA7H
Mon=
m We" 30104e �� waft MW W=MC � PERIMETER OF THE 1NT.Er, A (�• �+ OPENINGS)
go O0R °�td ` �d'r"� 1� be/am Kam wpodm EARLY SUMMER SEASON STEEP SLOPES° SURROUND THE MAXIMUM Or 4 posTs wTTH WII _--`-------- APART. 1
4'
MESH HARDWARE CLOTH. SECURE �
THE WARE MESH TO THE STEEL
MU *APAt ffi - � w FAL�.i - OfIb1160r 1B POSTS AT THE TOP, MIDDLE, AND Labs tdAdBrr Filbrteery tIi - April 15 Labr 11AIIbrrs FibBuwy 18 - Aptd 16 40 Ibey/don of Gernmri 1TAIM 12Q aanr ".(gldn) r BOTTOM. PLACING A 2-FOOT FLAP lu�oT OR 7 2' .�
g�plpp To elAlwW sprbv elAe N kft JIR % add TO 60aw Wke boo .kris, add 10f(1UI1E 80 �ej�Oolti! at fMIIe T!0 ODh 1i001Ib
OF THE IWRE MESH UNDER THE
om 1s Mawr hum BIfriMldenr-- 18 IWO" ft" IIAMI1MldRS . GRAVEL FOR ANCHORING AS -
QVele001Y1p of Kdw leepedm over hill MdBd dYOlsi>00dh. Of Kate 1NpsdM OYWF 1�-MBded RECOMMENDED. a
1 - AuIlust 1s 0dobw 25 - 000wriber 30 4. PLACE CLEAN GRAVEL (NC DOT f6 5 MI
id rM011e h wii dfeollrr� baN 100ate be Hwy ilfeadYlR" OR ds7 ON ON A 2 4 SLOPE_""-"'
7. iwMN IW» Irrlflo NT 1MIE WTI >wT IENCL N 7b 0Iwr1 lele A 1nwBa ax WITH A HEIGH OF 10 INCHES
�p Ap* d1110 slid fwdb r per uA raebe, er 4000 Aq* Mine a W heft er per 001i ttosbl or 4000 SEEDINGI FRW*fto ii gwift is riot fill► adegiBake. Aft- ll LIownber 30 - Fdxuary 15. IWW 1ww JW tBBia AROUND 7H[i WiRE. AM SMOOTH 2' SDI
be/me (11IReA, end I= beam 10-10-10 beam MIeNBIIe Md 1000 Inlewr WIO-10 add so Be/sam or o amd Kom W"Mismo. To AN EVEN GRADE. _.
r4o:'�614-0
�� _ nowe BAeBL R NTH w Ili A110 a►tNlr w{F-IiAB 1 III*e ZIP AMOCUM B, ONCE THE CONTRIBUTING DRAINAGE NCOOT !s OR #57 AR *
AREA HAS BEEN STAB UZm,Appl1► d00D Ibe,/aeB�e alraWr or agAlAAaflllet APPLY 4000ODtit Atbinw or aplflrAllrilt tIBMI tally IBIII[ Ir wa1[ ■ot +BW�wt At+IBOIe alwi AN wralTtla errs IeBBAGeeLY IOIFteOlni lrBut REMOVE ACCUMUI ATED SE011AEHT, WASHER STON • N'••�� / •••
011 eex !M� fNNIWt MNABt Ate ItBRST OILY p . S S •. •
�• 0. A�11 Irsow erWi wll er tRliBw aA wA At pwt Bret wlllier �Ei�wr1. /BAIT IAIIwIB III aIALI s[ w� w1�IA ern ELEvAmo 1164{ FIN►u tAtAaNG F eD : 2d F� �O'%y � 1r
g�q�g N1ppI�► ITBTIe and hrll0ner per or ' Nlpp�l I&ita alld falllTi�er por tIOTI lrele, 9r 2000 M IS [ A1Ms N1B1BD IeR iBILIIL MIieBAtIl01IM er z y1101BD 111E 1A woks !A°01RMom � w'I NL11 N ism 8 COMPACT THE AREA PROPERLY AID ! a SE AL
Iba/aa O Ons"o and M ftVaM 10-10-10 Ib OOM I1lI eftM WA 70Q NO/60M 10-10-10 R 00ArnBt Aril► 4rI Nx aliorl TBLMI 1h A1»t Tlwl t00 /T eF EroL FBotra w STABILIZED IT WITH GRDUNDCOVER. : ; 12557
�� s tlNe�lr ILlewd wL aBlr0lABRi OArw ODOM MM MF
• fiifl t OABP[ iBNSni aAe o1I� aRI01IA AwAew w lileLt aBort BIBINL aASglerL TABF I� el1EeL AIST 0R Iosawls IN M 1411fr r •
. C� •
.y ■ ■Olbll IBw t�R 11AMB110 AI/ pBl11M tBeelE- M� 11< Mi iewlN ttNA1L R OINN■l 1q NEMAEI 1011t • t••
M 1G`
I Aa a�aAl�Ir�i� Bhq�r. lwloN AwwBIL wolal wiBAlllrre on awre •,`��,, .. Tr+;:•�.`�O f
rejrrBaaaa�`b�i .
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEEDING SCHEDULE SEEDING .SCHEDULE TEMPORARY SILT FENCE HARDWARE CLOTH AND GRAVEL
30.17A a (SEASONAL) 30.17 OMMOA 4 INLET PROTECTION ao.as
er1
Q
KEY/ANCHOR MATERIAL AT
r-y TOP OF SLOPE.
C TETNNATE MTN L . l TABLE OF OIIAn15I0i1S ■�
B T A B C E L Wr. 1 ' 12■ MIN.
- - i 2-1 4 4 4-1 -e" -1 TJe t
SAIL roar er aaAtL stN Few � , 2-1 4 3•-1 -, yao V � SPACING TYP.
IMIH soawLs rME FDIraIs t 2-1 E Y-t -,
rayLle /MAC - 3 3-1 1' 4 , 4 a 177: GENERAL NOTES: VIAS1l� 4 TYP� r e r c rENERAi�'CE��
,. SEDIMENT SHALL B6 REMOVED AND TRAP 38' MEN. SPACING
ArrAeo swat 4 t a -1, - eSJe c 1DOMSIONS. LAY BLANKETS LOOSELY AND
MOYEt RTM M. ht , 6 _tt Cads tWM INIE g�ENT HASLACCUMULATED c c STAKE OR STAPLE TO MAINTAIN
lirl
6-r 6 _NI 0Wffi
TO 1/2 THE DESIGN DEATH OF THE TRAP. A` S ` DO NOTDOW CONTACT THE SAL
11,ee L REMOVED SEMAENr OWL BE DEPO61iED • r` ■r11000
C $ t� e-t 12M IN A SUiT'ABLE AREA AND IN SUCH A �� Z PRODUCT• MAY WAVE ADDITIONALIWO
,r L •• MANNER THAT IT WW1 MOT ERODE MINIMUM. MANUFACTURED z
RIM A THE STRUCTURE SHALL BE INSPECTED BY � MR • REQUIREMENTS THAT MUST IiE � 0
THE FOJAWALLY RESPONS= PARTY OR 8 CO
' ►- 044 AGENT AFTER EACH STORM EVENT AREAkCATCHr:" OVERLAP & SLOPE SURFACE SHAG BE FREE ■ 00101
1. 1R IOIOBIB A Mlaew 01 w W1E1 MM >L A A�eBI e ti % BASIN 1N SLICE OF ROCKS. 501E CLO06, STICKS, L Q
GENERAL NOTES AND REPAIRS MADE AS NECESSARY. - `,�-�, - CRASS MAT BLANKETS SWILL
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED ;,y. w / HA4E GOOD SOIL ODKIACT.
IRE t� WIN s .: "'• e 7
ft#Rit>IM.I 1. SEE FORMER INCOOT STANDARD 31001 FOR DETAILS OUT IN SUCN A MANNER THAT EROSION AND ♦ �.K:a r .4
>R IR>�� 1 1• R wLt Ew11E * O awl LAM A EXEC 01 A �- 2. REINFORCEMENT SKAU CONFORM TO THE REQUI EVE N15 2 `s + y`` , ;Y r. * f 4. THE DETAIL SHOM'N IS FOR SLOPE
■NI t OF REINFORCED CONCRETE POE OF UM OPMEM PER WATER POLLUTION AlE WlgL11 R. } 3 *'' t L- "C� ' / CHANNELMUMM FOR
i BAD eIMtL R r�EI' w wIw IBM IIt a RCAF e1L1UNIW AIIMt SWBIL ✓ ME SEDNIENT %W $HALL BE REMOVED AND; t!w ` 'v
AASHro AA170, TAKE 2, t16At.1 BU / \ 1 �.: • = Q
b ALL CONCRETE 10 E J800 PALL COMPRESSIVE STRENGTH. 6 THE AREA STABLUED WHEN DRAINAGE , � �i''•x • "•°•x• �'; ' r PLEASE REFER T N pM � ��
4 WBIE omwR Ir iBIIBI pe ME[ WNI A AwrwY N11 a IwE AMN ) �' r
' 1 ��• 4. PROVIDE TONDUE OR SPAM JOINT AT INLET END SECTION. \ : a� p Yiryi ;N 51JWDAitO f 0.17 AND
BASIN HAS BEEti'1 PROPERLY sTABkIgD �> ` ty.: ` "i:" WATER TABLE Aff MAIMACNIREIrS GUIDELINES.
-SECTIO
&PROVIDE GROM OR BELL. JOBNr AT OUTLET END SECTION. 4. ON LARDER DRAINAGE AREAS RAP MAY PLAN_ -VIEW , ` 4 I I
R M BB! MW AW 41=41111' lafr SEE SAD. 20M AND 20.24 0. THE DIMENSIONS FOR END SECTIONS SHALL SUIBWAN71ALLY AGREE
t: twAAi wwrio lIs � BE REOU1aEp UNDER THE WASHED STONE.
• lAr Ii L R t. M 0� MN iI IIIIIIIIIIIIIILIM 10" Mom"WON THE TAKE MINOR VARIATIONS WILL BE PEWYIT IED BASED
1. AIM S eM1E eN 2 1I0 t ell MIAIM AT 11BL TIE W � Ar As trAs40
wsNl aoewllilBl 10 tar rweolrL ¢N ON THE MANUFAG11JRiR S. s7YwDARD FORMS AND 7EMPLATEs tso� NON -WOVEN GEOTEx1TLE FILTER CLOTH
0. 7. NOT TO K USED IN NCDOT MANIfto RxiHT OF WAY. b FABRIC 4' ABOVE SOURCE WATER,
EL�R 14 eiAl e10IM44 IMAMS 70 E E� �wiAI1LI�
AT M EMIEIN NII wUw. s B� ID�1 rE -4 BASIN
e, titirNllt � RAM IIOi E awM� ■IBA tl/II Ilwr !E 1B0 R ear IMIAr. -a' { ITT E iII
IL '�wrinwarlw 1B EW I�iIEIIM L LIpEEH NINwrM ■, r -- SECTION A -A O
1t. IOIIIAe 111111b"Im A1MM 1I01111IIM Mom wOwEElre 40 aAllwt
NOT TO SCALE END VIEW KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
HIGH HAZARD FLARED END SECTION
TEMPORARY SILT. FENCE130.00014 12 THRU 72 PIPE STONE INLET PROTECTION EMBANKMENT MATTING DETAIL Q
H N
20.22 i 36.08 3I).213 1 +�
_ 6
BBIIBB
Pipe uddIloSCtultrtai Construction W
1. Em me that the subpade Ex the filter atd dPmp follows the repaired
_'°' CTB
- 12'MIN OF NCOOTi64It Wow W�b and grades ahD,xn in ft plan. Compact any su trguireA in the aubgrada to aF
esNWrAsNNaDSTOiNe do �t A GENERAL NOTES:
1W IN MIN. -- W dma4 of the sue om&og uadiobabed malarial. Tow arras in RIM mbgm& I. DRIVE Ir SM& Pon AT LEAST 2r nglnew
A ttNrOeOLDORDI/ND LJB
]eaacuFrIAORE
NOTES: used soil may also be filled by iDrg inn riprap thiclmes,. 2 LINSTAPLE8TAPART
Pion 2. The riprsp and gravel NW must cot�n is she I Drawn By
er YAx 6QeCl5ed t"�'�B 1�� � Fi0g17.gNT'ALLY AND VERTICALLY 7'O
1. ChERSONTOBEWEI)WrLnOFAGONSTMUCTMOMIOPREVENTSMRMMMOWFttOtBtTSMTNE MUTURMATIEII shoixontheplmgased,muakmatder iegYatsmeotaaadbepropesly �j,, ' ATTACH TI+EFILTWtFABRICTOTIE
2 tMhi41YUT9YtANEANDSTApIIaE ANYOOMIBLOPEGRAOBNOBEOtN$CrABBWTIONMIIBTOOL7tt1�ADRE1B911AlICEOFA La �4� _ VMMFB�UCE.
CTEntt� TEOFOOMRIN�}RMILMIONHE =16BASBDON1k O=OFOiBREDB KWL H � , , x 05/25/12
A cn+EpBtDA18r(OtxDOrAYEELNmtnat1RAlLwirli,{Cr�oRLE88 P%cotediromptmcmDgor W rmg&n gjustalabon.Rgmz <Yd"o a MINRAUMBAFFLE SPACM]a1Q.
%Mg WV aW placing aaWher piece of filter cloth over the EI,IyILA \ x OUTIMMI4E AND MMS SHOU LO
a ANY8C�YF?ITLMENWATBtPRt01t7OSrABILLrA710NOFtTEOIVT3N810r1AM1SFBEOMER1mNTO1WAAPPROVFLEROBpNAIM6FAgtpR by
OONTROLBW.qF,AMYtA18ttSN0lA,D[41PTYBrFOANAPPROVFAOUB,ETDE'1ACE. 1'r IamOY the � 4 7riEFLQOROFTI•Ir:nA81NINTFE ��
ii AA Fwar Notes dd - \ MSEEOE WABDIATELYArTERTHE
bYNut area. All cone twig joints should oT+erlap so the top layer is above the BAN w CONSTTtW= Revisions
FA 1. La is RIM bnOM of the rip" dowaatmam layers mlrriraUm at 1 toot. If aw damage is wamsive, re&oa
2' MIN.
FASptC R Review
p OUtlsttD WNidellned N� tIhm the amrpre filly be ph I / I Een, Q & FOR wn TtoNeRUM TO NCBSCPDM SHVINN �� p 42 nSSUED FOR BIDN NOT FOR CONSTE�,
doe Ld*msar the
ta not � 4' �PmP my � P by �Pm�, but take taro to arroid damegiagthe -"'rH R n. x
VAR. an r. %;w - OEsirNisET11JtDTOP OVBRF1Ll e' FOR ■ flta I
x-1tr then so. 9. The minimum tbkAM ear of the 1 / 1ik11�Ek
a in a well -toned Channel a* atone diametw. t+P�P adotdd be 1.5 emus the maximum \ 2-4il13142 -PER NCDENR, CITY OF CONCORD,
Fkwhom tmAfsgabsd arw .:c r�+ teNldiheapraLt upthe 1>tMltTIOI ��A
• :: , ; ; , 6, be field etame or AND TOWN OF MIDLAND COMMENTS
'� :. L,...:. t�..:, . rNefltNad Ar•a beDks is sn elsvatisn d $ �p my rough quarry etDrle. It should be hard,
ear tolhs 1opa1Ih0belllt. 7. Conafinntthe sproo on zero grade wih no overfill at the aud. Maks the C/y 3 - 0811O�M112 -TOWN, NCDENR & NCDOT COMMENT
„-.s ,• ,ti��k _ A obwnOwmaxifaumtWlwater answer.his*w�a-m uttotandwlsllgra%i QM 1
r V _ r NOTE: I 9 I I f NCY dUBvsr le Nr. Mop of the tiprop at the dowasCram end bnvl with the reemvirgi Ina or x
PLEIM Z6 E1 'TO KEKP to •••- ••""••• •"•••••• -_ Ij�"�� BELOWSETTLBD 4.AflllerbbnkstorBherfabrk slightly 4'-W bWL WAGOG
AOOT'TWNALOEOR 2'lnoe ( I �_I ��"'"- I I 1 TOPOFWiM 4 id be Owwbd bawmen helowit. .
8P6L1FK'ATKWR8GARDW PFaAY riprapBgdeaDfaMeldldiaL B. Bag= that the apron is properly aligned with the receiving stream
t� TIapDRARYa rt Trans - -.- �..L... - - NATURAL GROUND and preferably stiWO ftmwhow its length. If a come is tended to fit aite
s arm roar
NA1ER FABRIC oDnditions, place it in the %Ter section of the sp= FLOWawl .�
9. IBrmediately aftccn*uction, stabilise all diatud ed areas with
Ls Ir x r TRDM b
CROSS E VIEW NOT TO SCALE � .10. Temporary seeding, and 6.11, Penn maut
atasaL Alq ce�oAcr
+'? III?N AI■„ -.. DATA BLOCK Meiatenaroe Iaspaot ripmp m tat strt chin WoMy and awl ■ m si ,aFa ai
TRAP H01. ei R&ME DENUDED CIFMgIr( H L T W x - (112 inch Oi >1
AatWl AR4A an Mkow PROVIDED vatmFr f Actlelc Fr.T - rr rr ° K.�a "Kn LNee*1 omr) tee a r+1 MOM ftdbn AA I ta� aveols 1D am ifAw eroaiot around or below the rwmp has taken - i� t P�BL`t Number
FTake or rf sbmu have been &a6dgM. Tmmo& t* make all nm&Od repays tD
Mau■ae■»ravoe.rwaawaan.•14•1e, AiAV0 u- preveditnieidamage. NOT TO SCALE 487-026
Sheet
BAFFLE INSTALLATION of
STANDARD CLEAN WATERDrVERSrON TEMPORARY SEDIMENT TRAP RIP RAP APRON E.C. STD. 6AI
30.18 1 C11A 17
SEE CHART SHEET 04 FOR DIMENSIONS
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EROSION CONTROL Products • ' ' ^ ��~ �'""� • •
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14649 HIGHWAY 41 NORTH • •
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EVANSVILLE, IN 47725 • 2"-5"
1 " • 5 CM - 12.5 CM)
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1 • PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE . DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A .V (15 CM) )� DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH, ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's SACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5 FULL DEEP % 6G(1 EDGE OF RECP's AT.TOP
BACKFILL AND COMPACT TBE HE TRENCH ANCHORED
WITH
STAPLING, OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO. 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
& THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE GR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
NOTE:
A] CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
�B A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
XSLOPEX INSTAVLATIO x
NORTH
AMERICAN
GREEN
EIt05i0N CORMI. Products
Guamntmd SOLD nONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nogreen.com
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEMT' , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM -- 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA. APPROXIMATELY 12- (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
ILF.�.�.'r1i',':t.,.
12" MIN
24" MIN
NATURAL.
AROUND . STONE SECTION
FACE UPSTREAM SIDE
WITH SCDOT $67 WASHED
STONE
TI STONE DAM
18" MAX WATER
ll FLOW
J
I CLASS B RIP RIP
SECTION VIEW
ROCK OUTLET IN SILT FENCE
NTS
-,-- INLET ZONE
35% SURFACE AREA
2ND CHAMBER -
25% SURFACE AREA
TOP OF DAM
SPILLWAY CREST
MIN. 3 POROUS COiR MESH BAFFLES OR
SIMILAR STAPLED OR TRENCHED INTO
BOTTOM AND SIDE OF BASIN.
1ST CHAMBER
25% SURFACE AREA
BOTTOM OF BASIN
SUPPORT WIRE OR ROPE TO PREVENT SAGGING
STEEL POSTS SET EVERY 4' MAX.
�- AND DRIVEN A MIN. OF 24" DEEP.
NCDENR
� LAND QUALITY STANDARS
NCDENR 6.64
Im
- OUTLET ZONE
15% SURFACE AREA
FAIRCLOTH
SKIMMER
NOTES:
1. BASINS LESS THAN 20' LONG, NEED ONLY 2
BAFFLES.
2. BASIN SHOULD HAVE A 2:1 RATION ON
LENGTH TO WIDTH.
3. NO WEIR ON BAFFLES. MATERIAL 1S
POROUS.
4. MOST OF THE SEDIMENT ACCUMULATES IN
THE INLET ZONE, THIS AREA SHOULD HAVE
GOOD ACCESS AND REQUIRES THE MOST
MAINTENANCE.
5. MAX. DRAINAGE AREA FOR SKIMMER
SEDIMENT BASINS IS 10 ACRE.
SKIMMER SEDIMENT BASIN
FLEX HOSE
CONNECTOR
WALL OR BUILDING FACE
PLAN VIEW
SIDE VIEW
CA,
a tt a a W W
W z
}"Ov_l--Nu
mWdN�000
Ill
NOTES:
0 h- W .
NmV�7Oa�a
rn WW4
1. BIKE RACKS SHOULD BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES.
? 0 a Oda z z 0
a z z W z 0. 0 a 10,
• ALTERNATIVE BIKE RACK$ OR LOCKERS MAY BE
_
Im. W i,� W
U9ED BUT ARE SUBJECT TO APPROVAL 8Y THE
W W
(0)E d. W a © 0 ., ,W Z
CHARLQTTDEPARTMENT OF TRANSPORTATION.
3• ALL DIMENSIONS SHOWN ARE MINIMUM!.
,-„ Oz.a0WW01E
IC ..t In = 0
9L
LU 0
W IlE
SCHEDULE 40 STEEL
PLATE ANCHORS OR
EMBEDDED MOUNTING.
WAVE RACK FOR
BICYCLE PARKING
PRIMARY OUTLET PIPE
NOT TO SCALE
NOTE: BASIN SIZE, SHAPE, ELEVATIONS, ETC. MAYBE FIELD MODIFIED TO FIT
EXISTING TERRAIN AND SITE CONDITIONS, AS LONG AS ALL THE DESIGN
PARAMETERS ARE MET. COORDINATE AND CHANGES WITH EROSION CONTROL
INSPECTOR.
Fairdoth Skimmer Construction Specifications
1.
Clear, grub, and strip the area under the embankment 0 all vegetation and root
mat. Remove all surface sal containing high amounts of organic matter and
7• Earthen spillways -Install the spillway in undisturbed sal to the greatest extent possible.
Maintenanoe
stockpile or dispose of it properly. Haul all objectionable material to the designated
The achievement of planned elevations, grade, design width, and entrance and exit
disposal area. Place temporary sediment control measures below basins as
channel slopes are critical to the successful operation of the spillway. The spillway should
Inspect skimmer sediment basins at least weekly and after each significant (one-half
needed.
be lined with laminated plastic or impermeable geotextile fabric. The fabric must be wide
inch or greater) rainfall event and repair immediately. Remove sediment and restore
and long enough to cover the bottom and sides and extend onto the top of the dam for
the basin to its original dimensions when sediment accumulates to one-half the
2.
Ensure that fill material for the embankment is free of roots, woody vegetation,
anchoring in a trench. The edges may be secured with &finch staples or pins. The fabric
height of the first baffle. Pull.the skimmer to one side so that the sediment underneath
organic matter, and other objectionable material. Place the fill in lifts not to exceed
must be long enough to extend down the slope and exit onto stable ground. The width of
it can be excavated. Excavate the sediment from the entire basin, not just around the
9 inches, and machine compact it. Overfill the embankment 6 inches to allow for
the fabric must be one piece, not joined or spliced; otherwise water can get under the
slimmer or the first cell. Make sure vegetation growing in the bottom of the basin
settlement.
fabric. If the length of the fabric Is insufficient for the entire length of the spillway, multiple
does not hold down the skimmer.
sections, spanning the complete width, may be used. The upper section(s) should overlap
3.
Shape the basin to the specified dimensions. Prevent the skimming device from
the lower section(s) so that water cannot flow under the fabric. Secure the upper edge and
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing
settling into the mud by excavating a shallow pit under the skimmer or providing a
sides of the fabric in a trench with staples or pins. (Adapted from "A Manual for Designing,
underneath or around them.
low support under the shimmer of stone or timber.
Installing and Maintaining Skimmer Sediment Basins" February, 1999, J.W. Fairdoth &
Son).
If the skimmer is dogged with trash and there is waster in the basin, usually jerking on
4.
Place the barrel (typically flinch Schedule 40 PVC pipe) on a firm, smooth
the rope will make the slimmer bob up and down and dislodge the debris and restore
foundation of Impervious soil. Do not use pervious material such as sand, gravel,
8. Inlets -Discharge water into the basin in a manner to prevent erosion. Use temporary
flow. If this does not work, pull the slimmer over to the side of the basin and remove
or crushed stone as baclall around the pipe. Place the fill material around the pipe
slope drains or diversions with outlet protection to divert sediment -laden water to the upper
the debris. Also check the orMee inside the skimmer to see if it is dogged; if so
spillway In 44nch layers and compact it under and around the pipe to at least the
end of the pool area to improve basin trap efficiency (References: Runoff Control
remove the debris•
same density as the adjacent embankment. Cara must be taken not to raise the
Measures and Outlet Proteadn).
pipe from the firm contact with its foundation when compacting under the pipe
If the skimmer arm or barrel pipe Is dogged, the orifice can be removed and the
haunches.
9. Erosion Control -Construct the structure so that the disturbed area is minimized. Divert
obstruction cleared with a plumber's snake or by flushing with water. Be sure and
surface water away from bare areas. Complete the embankment before the area is
replace the orifice before repositioning the skimmer.
Place a minimum depth of 2 feet of compacted backfrll over the pipe spillway
cleared. Stabilize the emergency spillway embankment and all other disturbed areas
crossing it with construction equipment. In no case should the pipe conduit
above the crest of the principal spillway immediately after construction (References:
ric lined spillway far
Check the fabric damage and make any required repairs with fabricbefore
be installed by cutting a trench through the dam after the embankment Is complete.
Surtace Stabiliz0on).
that spans the full width of the spillway, Check the embankment, spillways and outlet
for erosion damage, and inspect the embankment for piping and settlement. Make all
S.
Assemble the skimmer following the manufacturer's instruction, or as designed.
10. Install porous baffles as specified in Practice 6.66, Porous Baffles.
necessary repairs immediately. Remove all trash and other debris from the skimmer
and pool areas.
6.
Lay the assembled skimmer on the bottom of the basin with the flexible joint at the
11. After all the sediment producing areas have been permanently stabilized, remove the
inlet of the barrel pipe. Attach the flexible joint to the barrel pipe and position the
structure and all the unstable sediment. Smooth the area to blend with the adjoining areas
Freezing weather can result in ice forming in the basin. Some special precautions
skimmer over the excavated pit or support. Be sure to attach a rope to the
and stabilize properly (References: Suffece Stabilization).
should be taken in the winter to prevent the skimmer from plugging with ice.
skimmer and anchor it to the side of the basin. This YAR be used to pull the
skimmer to the side for maintenance.
NCDENR
LAND
QUALITY STANDARS
SKIMMER
SEDIMENT BASIN CONSTRUCTION AND MAINTENANCE
NOTES,
NCDENR 6.64
0
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Engineer
LJB
Drawn By
05/25/12
Date
Revisions
1- 06108H2 - Per NCDENR Review
0611M2-ISSUED FOR BID- NOT FOR CONSTR.
2-07113M2 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3- 06fOBJ12 - TOWN. NCDENR & NCDOT COMMEW
Project Number
487-026
Sheet of
C11B 17
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i � ,d' iM � a 1 r, �, C.� ., y,ar...., ...,., ., .. ,, .., - ... � -. !. i •.1 it 4 ..IyY 4i.l:i.-�:�. '7:'L.a'.,:a'�
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THRUST BLOCK 5'-O' MIN THRUST BLOCK
. • LENG TIE RODS
-- . -
18' MIN i 900 BENDS i
LENGTH �,!�-L�
VALVE•�1� TAPPING SLEEVE i
L .l i EXISTING
r-I-I •=l i WATER MAIN
-� --------------
�.• . Li INSTALL UNDER WATER
(MIN 2
LOC' VERTICAL }
•" CLEARANCE BETINEEN
PIPING)
THRUST BK i
i
STEEL WALL
i BORE CASING
EXISTING ROAD
ii�7Tl�l��ll77TT
it !i
2'-O- X 2'-O"
CONCRETE
PROTECTOR RING
SEE NOTE 1 -
DEMENT
2-PIECE TYPE
VALVE BOX PER
SPECIFICATION
FOR VALVE
TRACER WIRE
WATER VALVE
T-Cr MIN
iI !I
i I I i NOTE:
i I I 1. USE PROTECTION RING IN SHOULDER OF ROAD.
WSACC BACKSIDE TAP WSACC VALVE pox INSTALLATION
WATER AND SEWER AUTHORITY WATER AND SEWER AUTHORITY
VISIONDATE BY CHKO OF CASARRUS COUNTY REVISION DATE 8Y CHKD OF CABARRUS COUNTY .
NO. FILE NAME: W12A DATE: 8J08 I NO. FILE NAME
• W1.0 DATE: 8/01
I stnE vEv
�a O
CARRIER PIPE
I 3 1
r .5' 21 Al
4
- p I
e'
LEGS ROTATED OUT OF POSITION FOR CLARITY
PAID VIEW
CARRIER POPE
CA SSIM PIPE
SPINDDaMMONS
HIGHNAY
RAILROAD
NOWNILL
DIA.
Q 4
C.U.
WALL
0136
WALL
A
B
C
6"
LINT"
12.T11"
ORq•
127a"
42W
11"
1 V4'
aR'
M'
sAb'
a2a6•
a.312"
16112"
1NP
"
ft"
ia.la-
24"
0.2QD"
W
SAW
2211r
a"
1
In,
1P
17.1a"
76-
aa12"
36•
Od00^
28112"
a yr
-1
1r2^
a9"
2L*r
36"
0.i7a"
sr
DAur
a4112"
4"
2"
RIFE
SUPPORTA868NNI.Y
-MARK
N MBIR
NOMINAL
Dut
i
2
a
- 4 -
6"
II"
a IL "X 2"114"
a"x a-x 114"
PL
PL
r X 111Y x i1Pi PL
P x a ir4" X iM PL
8" x NNW:
s' x 1f1"I
PL
PF
all" NIT& BOLT
t12"IFIUTs BOLT
i2"
a^ x 4" x i14"
PL
-- -
a x u6"�
F+e.
us-€Nur s eDLT
is,
!4^
a-x4- 310"
a•XL•xaEa"
PL
PL
6"X4aArxalal'.. PL...»...
------......._.. --- _.......
-
a"xail2"xaA1•I PL -
6•xara"I
__...._........._._.......
6"xaf8^�
PL
PI.
V2":NITSBOLT
14"'NITS BOLT_
NOTES:
1. CARRIER PIPE IS RESTRAINED PUSH -ON JOINT DIP. PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE.
2. SPIDERS. NUTS, BOLTS S WASHERS SHALL BE STAINLESS STETS..
3. ADJUST NNW TT OF SPIPERBAS NECESSARY TO MAINTAIN SPECIFIED SLOPE
4. CASING PIPE MATERIAL IS STEEL
WSACC CASING SPIDER
1 1110a TAB WATER AND SEWER AUTHORITY
R NNON SDATE BY CNBm OF CABARRUS COUNTY
FILE NAME: M2.0 JDATI
I I I
I I I
1 iill��l !tllll :I I{� II I �CT
11 I! I,+IlI11 lllt 1I ! I � I I I lI I I I �m�
III I I II i11 III !!�I}� 11{ /III illill 1 �c`i'
111
I
fr��lr�l
IIlI�IIII
Illklll� �
ill
II
/III.
111 ,� II
/
•.'''•, Iljlll
I1
l!f
TEE
45- BEND
.V1rM1
NOTES:
1. CONCRETE SHALL BE 25DO P51. -
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS,
3. TRENCHES SHALL CONFORM TO CFFY OF DURHAM SPECIFICATIONS
AND STANDARDS.
4. ALL FIENDS AND TEES SHALL HAVE CONCRETE THRUST K=KING,-
HORIZONTAL THRUST BLOCKING smE;
V n r%w A-r-lr b Tr+ T rTrr•s rCA NONE
SS BAND
BRASS GAP M77N GLUED W-TMLAOM COUPLINGS
� SCE+ 40
,• PLI1G
ADAPTOR AS REOWRED" -
VIE "PPIE
SCN 4D PVC AS REGUM
aOrlgy `SOH 40 PVC
�ALOW
SURER MAN
DR 35 PVC MAN SHOWN ---^-�
NOTES:
1. THC LATERAL SHALL BE A MINIMUM OF 5' -W BELOW THE EDGE OF PAVEMENT,
EXCL-PIWHILE DEPTH OF SEWER MAR) WALL NOT PERMIT.
2. 4" SEWER LATERAL - MIP41MUM GRADE LOX
TYPICAL SEWER LATERAL
1 RIGID FAD)/ III=
IRa D•La REVL90FI
0esrn E�; OBrAN BF A"fawd Bi"• D414 SM of
J£C PLK MSH 10/07
NOTE: THIS VALVE WILL BE
CLOSED DURING
PRESSURE TEST,
REDUCED PRESSURE gp° F!F BEND WITH 3I4" TAP
PRBACKFLOW FOR DISINFECTANT WATER
WYE STRAINER PREVEN E VENTER SUPPLY
GATE VALVE F/F (OPTIONAL)
FLANGE ADAPTOR
CONNECTOR LINE -
DOUBLE CHECK VALVE
COUPLING • NOTE: THIS VALVE WILL BE GATE VALVE SLEEVE -LONG
CLOSED DURING PATTERN TAPPED
1101 PORT
DISINFECTANT INJECTION WAMAIN
STING PLUG
EXISTING END OF TER AND MUST BE OPEN DURING
LINE VALVE i i FLOW 3 2' MIN. PRESSURE TEST. - -
7 FLANGE ADAPTOR COUPLING i-'-' - -
_�ENGTH � _
AS REQUIRED PLAIN END DIP �I TAP FOR DISINFECTANT INJECTION i I
1 SECTION I AND PRESSPURET
9W MJ BASE BEND WITH j PLAIN-ENDION OR
- r MECHANICAL RESTRAINT PEIPE RED CFR� EXISTING G 5�* NEW WATER MAIN
EXISTING I4k� "
WATER LINE Ct-- $RACING AS REQUIRED -•- - - -=- NOTES:
\� 1 COUPLING OR
l3 A VAL 1, INSTALL CONNECTOR LINE FROM EXISTING BLOW OFF ASSEMBLY TO NEW
MAIN FOR FILLING, TESTING AND STERILIZING NEW MAIN,
2. CONNECTOR LINE TO BE ASSEMBLED WITH CHECK VALVE AND TO BE
OPERATED INDEPENDENT OF EXISTING MAIN.
BACKFLOW DEVICE
A
4'
6'-3"
8"
9'
6"
6" PIPE
11 1 4
1,108
1
1
1 1
1
1
1
2
1
22 1 T
2 20-1
1
2
2
1
1.
1
3
1
45'
4,328
2
3
3
1
1
2
5
1
90*
7,996
2
4
5
1
1
2
8
1
LUG OR TEE
5 555
2
3
4
1
1
2
8
1
0" PIPE
11 1 4'
1 970
7
1
2
1
1
1
2
1'
22 1 73,922
1
2'
3
1
1
1
4
1
1W
7,094
2
4
5
1
1
2-
8
1
90
14,215
4
8
9
2
2
4
15
2
LUG OR TEE
10.053
3
5
6
2
2
3
10
1
12" PIPE
it 1 4'
4433
2
3
3
1
1
2
5
1
22 1 2'
8,826
3
5
6
2
2
3
9
1
45
17.312
5
9
11
3
3
5
18
2
31983
8 1
16
1 19
4
4
8
32
4
LUG OR TEE
22.619
6
12
14
3
3
6
23
3
16' PIPE
11 1 4'
7881
2
1 4
5
1
1
2
8
1
22 1 2'
13.691
4
1 8
10
2
2.
4
16
2
7.694
6
16
19
4
4
8
31
4
90•
56,861
15
29
3v
8
8
15
57
6
LUG OR TEE
40,213
10
21
25
5
5
10
41
5
20' PIPE
11 1 4'
12315
3
7
8
2
2
3
13
2
24.517
7
13
15 i
4
4
7
25
3
48,091
12
24
29 1
6
6
12
48
5
0
88,844
23
45
53
12
12
23
89
9
LUG OR TEE
62 832
16
32
38
8
8
16
63
7
24" PIPE
11 i 4'
17.734
1 5
9
11
3
3
5
18
2
22 1 2'
35.305
9
18
22
42
5
5
9
36
4
45r
69.252
18
1 35
9
9
18
70
7
127.936
32
1 64
77
16
16
32
128
13
LUG OR TER:
90,478
23
46
55
12
12
23
91
10
30' PIPE
11 f 4'
27,709
7
14
17
4
4
7
2
3
22 1 2'
55,163
14
28
34
7
7
14
56
6
105.206
28
55
85
14
14
28
109
11
90
199.900
50
.1001120
25
25
50
200
20
LUG OR TEE
141.372
36
71
85
18
18
36
142
15
36' PIPE
11 1 4'
39,901
10
20
24
5
5
10
40
4
22 1 2
R?�Wia
79,435
20
40
48
10
10-
20
30
8
155 ai a
39
78
94
20
20
39
156
16
90'
247,855
72
144
172
36
36
72
288
29
LUG OR NEE
203 575
51.
102
1221
26
26
51
204
21
W
Mg �z
11�1
��12
�! i�
� W
t�
oy9
xm
69
b
SEX,
vv�� rW
B3Dc�a
6 -:0
WATER MAIN SIZE
B
Ir
17•
8-
IT
12'
22"
16'
28"
24"
32'
HORIZONTAL THRUST BLOCKING I sCALE:
0 f+T=-TNT TT 112 NTS
I3EE NOTE 6
VALVt BOX
IRSTALLAI"UI
MN, COVER DETAIL) NOTE 9
012310
NOTE ,
ROTE 3
hlNPRs. MEN--lIOIE f0
~�- FITTINGS AS FAXIUI ER
NOW 2. OCNrD
2-INCH BRA.,''S Olt
1RVI1i
WATER kwm SORO - 20" S SIDE VIEW
YRM TRACt4G MIRE NDT m SO"
GENERAL NOTES:
1. THE 2-,INCH WATER SERVICE SHALL BE MALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO BE MADE
TO AN EXISTING WATER MAIN. ALL OTHER PROPOSED CONNECTIONS SMALL BE MADE By A NORTH CAROLINA
REGISTERED AND LICENSED CONTRAICTQR UNDER THE SUPERVISION OF AUTHORIZED CRY OF CONCORD STAFF.
2-INCH TAPPING SIDLE 2-INCH TAPPING SADDLES SHALL BE BRASS MANUFACTURED BY FORD "5-70",
MUELLER "H•-134-•20', OR EQUAL 6-INCH TO 12-INCH TAPPING SADDLE SHALL BE DOUBLE STRAP, STAINLESS
STEEL, EPDXY OR NYLON COATED: OR SOLID BRASS MANUFACTURED ITV SMITH 81MR '317'.OR ROMAC '20214".
CORPORATION STOPS SHALL BE HIGH PRESSURE RATED AT 150 PSI BRASS COMPRESSION FITTING TYPE WITH
STANDARD THREAD FOR INSERTION INTO THE TAPPING SADDLE AND WITH SERVICE PIPE CONNECTION INCLUDING
COUPLING AND GASKET, CORPORATION STOPS MANUFACTURED BY MUELLER 'H-250OW OR A FORD EQUIVALENT.
2. 2-INCH DIAMETER BRASS PIPE OR WITH CRTY APPROVAL HOPE SDR#9 20l'P51 RATED WITH TRACING WIRE AND
WITH m-ER 'FRIN.EN' rLLECTRDFUSION COl1PLING FrmNG4129PS-SDR/9. OR 2"IPSX29PS BRASS WRH
PROTECTIVE SLEEVES BY 'INDEPENDENT PIPE PRODUCTS" AND 2- BRONZE 90-DEGREE ELBOWS, AS APPLICABLE.
3. GATE VALVE SHALL BE 2-INCH EPDXY COATED CAST IRON RFSILENT WEDGE FIP TO PIP CONNECTION
MANUFACTURE AW-1 CLAN FLOW CONTROL MODEL •3D4SS' OR MUELLER EQUIVALENT.
4. SrANwD VALVE BOX PROTECTION FYRTH 2'-0' X 2'-0' CONCRETE PROTECTOR RING. CAST IRON N ACCORDANCE
WITH THE. WATER h SCKR ALITHQRFTY OF CAWRRUS COUNTY (WSACC) TECHNICAL STANDARDS MANUAL AND
5. 4�TO AI6-INCHES OF WASHED STONE IN METER BOX BASE AND FOOTINGS.
6, 2-INCH BRASS METER VALVE FLANGE MANUFACTURED BY FORD "BFA13-777W' OR EQUAL
7. RADIO READ METER ASSEMBLY INSTALLED BY THE CRY OF CONCORD. ALL APPURTOIANCES FOR THE INSTALLATION
OF THE WATER METER; THE METER, BRASS GROUND LOCKABLE METIER CUTOFF. GASKETS, AND EXPANSION
CONNECTION; SHALL BE INSTALLED BY THE CRY OF CONCORD
B. WETER BOX SHALL BE MID STATE PLASTICS OR EQUAL BOX MSSCF-T730-18XL AND LID MSCBS-1730-RTR.
METER BOX RIM SHALL BE SET FLUSH WITH FINAL GRADE. METER BOX ASSEMMY SHALL NOT BE LOCTED WITHIN
A ROAD. STREET, DRNEWAY, S wN&K OR DRAINAGE FEATURE.
9. 12-INCH BRASS NIPPLE PAST BOO(
10. REQUIRED BACKFLOW PREVENTION ASSEMBLY IN ACCORDWCE WITH THE CITY OF CONCORD CROSS -CONNECTION
CONTROL ORDINANCE.
ZONW S618Agf
L _ P Ra ASEMMY
Lowwal PIA
$ APPPROVEB DRWDft
a
WATER ME-rER
PIBL1c Hwltx MAN
STANDARD DETAIL
GENERAL LOCATION REQUIREMENT
MAS.
44-0110-
2-INCH COMMERCIAL
WATER SERVICE DETER
FOUL Mrm LOMM 10 BE 01 OWrLA41� M1M
THE APPR01m ORWRIMS t CRY OF CONDdIp 0ROr4V"Y
SVM i PLK i MSH 103/06
WATER MAIN
SIZE
MIN. BACKFLOW
DEVICE SIZE
MIN. ENO OF LINE
BLOWOFF
6" OR 8'
r
2"
12"
4"
2.5
4'
24"
B-
6
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
am FIT
SM PLANS
MALL
,RESTRAINED PUS
JDTNT
CARVER
Ir 4A
CUM pff-
3. BLOCKING ON EXISTING LINE NOT TO BE DISTURBED.
4, FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL
PROJECT IS ACCEPTED BY THE OWNER.
5. VALVES ON EXISTING SYSTEM TO BE OPERATED BY OWNER FORCES ONLY,
S. ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM
AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS COMPLETE.
BY-PASS CONNECTION FOR WSACC JUMPER CONNEUM
F'IWNA NEW WATER MAINS REVISION WATER AND SEWER AUTHORITY
DATE BY CHKD OF CABARRUS COUNTY
FILE NAME: W2.0 DATE: 810E NO. FILE NAME: W 13,0 DATE: 2108
END WALL
=CITAR NTRmE I
� Alb CA9D rr[
2e W $4 17WNIAR EIOSOYENT
SW OR MM
E/fJr° 1210A
UNDISIURReD SOL OR 01 0K
1Y ppFl ON p4m 910E UIDiMON
IBDEIr DLEWTEON KI 1R4N LDIdL
ON
CONC. ANCHOR BLOCK
am)
1. SEE MWINGS FOR LOCATION, SIZE AND LENGTH OF SAIL
$' D 8" PIPE CASM�S
2. INSTALL TWO (2) 1-TNdi DRM EACH SIDE OF CARRIER PIPE
IN DOWNHILL END WALL,
3. THE PNT/TRtNCH UCAVATION SHALL IN NO CASE BE CLOSER
CAM PPE ib THAN 10-FEET FROM THE TOP OF STREAM AND/OR CFTC
BANK.
O,RIeOt c 4. RE.iS IRAIRM PUSH -ON JOINT DUCTILE RCN CARRIER PIPE
SHALL EXTEND THROUGH CASING PIPE ASSEMBLY.
5, SEE WSACC DETAIL M2.0 "CASMG SEDER" FOR CASING PIPE
AND SPIDER REQUIREMOCM
EE 110 MISS mwl� eelr�EeleEeE CITY OF CONCO
1 PA PRBA/q CDIDIr STANDARD PLEA
cPARTS 240
ML Or CPSDB PrE STRF"CREI
ENT! WALL SECTION "•+�4r wu•r"ESE CROSSING
UTISI
REDt=M PRESSLNE OETEGTORASSEMBLV
V
SHUT OFF
WSM14F 1EATIDLVEO
ANDVMEE
-VALVRESILIENT SEATM HATE
VALVE WITH
VALE WOPERATITH FHNNUMMA•IEEL
WBEAtC
VALVE WITH IIAADINRHEEL
ALVEn
SEE NOTE GO VALV4 #2BEE
NOTE 6A
�,�pp��ET��TESTCOCL/1
SEE6M4
,,�HppENF�
ne.,-- d'i�N[OTE4�
RIGID FrE
TYIMN.
ELEF
SEE NOTE 4.
SEENOOPIPE
T£ 4.
�EN�YE4
SB PO�R -I-I TTSKa(PA➢AT MH.WSEE
INOTE 4.
Ak�EA
R'1.."4
ZR1GIO PIPE TO REPAST
BEND.SEE NOTEI
ELEVAT10N
N�
- - NI VVAI VALVE AM
.
vK ESHUT
YAMS
SUPPORT•4-INCH THICK PAD
• •
aar �
AT MM AND CONCRETE FOOTINGS
AS REWUM BY SYSTEM DLS*MM
71?ST
COCK131
SHUTOFFVALVE
BHUTQFFVALVE
3W FULLFLOW SAL0ALVE
3W FIILLROW BALLVALVE
NOTE a. FIRE GERM METERW WET.
-
CHECKYALE
SHUr OFPVALVE
SW PUUnOW BALLYAWE
PLAN
NOTM
1. ABOVE GROUND REDUCED PRESSURE DETECTORASBEMOM(RF MQ
MUST CONFORM TO CRY OFCDNCORD PEt2FIGAITK$4
I IV -10' RPOA SWU.L BE &JPPORTEO WITH ADEOUATESUPPORT H>®EBTAI44 -
SUPPORT PEOESTAL48F SHALL NOT BLOCKRM" VALvEOR DRAN PORT.
9.OUTDOOR INSTAU ATION SENLL HAVEAPRarECTNE ENCl9B11RE
AS SPRCWIW IN CITY OFCONCORDSPECIFICATIONS, W-ATED ENCLOEIIRESARE
RBOU11M FOR THE ABOVE MOUND BA12aLOW ASSEMILY.
4.2Lr- TO 3• BRA". K-COPPER OR GALVANREO PM VTO Ur OP.
RESTRAINED JOINTS SHALL BE WITH MEOAwGRHESTRANTBCRAPPRDJED EQUAL
& THE CITY OF CONCORD APPROVED 211r • 1P RPDANCLUOMSHWORF VALVES
BI AND 42. AS PART OF THE ASSEMBLY. NO SUMMUMNS SHALL
BE PERA'S"M -
GORE PIT
SEE PLANS
I I SEE PLANS
-^-- COATED STEEL ENCASEMENT REFERENCE
VSACC DETAIL MBA 'CASING SPIDER'
END WALL END WALL
JOINT DUCTILE
PusNN-w TYPICAL
J°'"CARRIER PE NCDOT BORE DETAIL
NIS)
5' LAIN BEYOND
SHOULDER PAVEMENT SHOULDER TOE OF SLOPE
I W MIN BEYOND TOE
OF SLOPE, OR 5'
N>hI..SEYOND E,O.P.
3'-0" MIN p
RESTRAINED
END WALL END WAIL
PM -ON JOINT
DUCTILE IRON
CARRIER PIPE
COATED STEa ENC ASENEW RF:EREUCE B"
VIACC
WYQ GRAVEL DETAIL NE-0'MIRG SPIDER'
n+w[
TYPICAL.
PIPE CROSSING UNDER HIGHWAYS'
1TTsf
D e'
1
FOR LAG1TOk, SITE AND LENGTH OF
'.
STEEL PIPE CASINGS. - CASING PIPE
"
2.
INSTALL. TWO (2) 1-•INCH DRAINS EACH SIDE OF CARRIER
PIPE IN DOWNHILL. END WALL CARRIER PIPEp
3.
p TSI
HT PIPE IS To EXTEND OUDE
THEORERGAL Y.1 SLOPE FROM EXISTING OR PROPOSED
GE EDOF PAVEMENT AND 5 FELT 8EIDEID THE CM
AND/OR 5 FT BEYOND THE TOE OF THE SLOPE.
4.
ALL EXCAVATIONS SHALL SE OUTSIDE THE PROJECTED 1:1
THEORETICAL. SLOPE FROM EDGE OF PAVEMENT (LOP) am AIDE
LINE OR A MINIMUM OF 5 FEET FROM THE EDGE OF
s�lI11G1L BBfSdL IFOBTdB
PAVIDEEDGE TO THE NEAREST GE OF TRENCH, ! E NOTE 2 TYPICAL
f PART PORIIAND cTdW
Y PARTS SAND
5.
ALL TRAFFIC NRLL BE EXCLUDED FROM THE 1:1 SLOPE END WALL SECTION
UNTIL FAACIRFFLL IS COMPLETE.
D ' OF cAsOVG PIPEAREA
8,
IN ANY EVENT SHOuL0 THE 1:1 SLOPE AREA BE WEST
UNPROTECTED, ACTIVE SHORING (SHEET PILINGS, SOLDER
PILES AND/OR LAGGING. ETC) EET C) SHALL MTHE APPROVAL
OF +CDT
CITY OF CONCORD
T•
DIVISION E'�'R•
ACTWE 5HORIN; SHNJ BE 1N ACCORDANCE WITH OSHA
I
STANDARD
STANpARD DETAIL
TTIENWING STANDARD 1926 SUBPART 1P' OR AS
x/
r
a A.r•nc4nanusAMENDED.
NCDOT DRY BORE
&
RmimNED Kw -ON JOINT DUCTILE RON CARRIER PIPE
SHALL EXTEND THROUGH NCOOT ROW AND CASINO PIPE
ASSEMBLY.
9.
WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING
R4
Dar
KNOW
AND SPIDER REQU RENEW
Dr"rB
k.
AFi+•r•3
aa.
SEA
a
5VM
MSH
02/10
1W TURN FULL PORT �C►ECK VALVEMI
BRONZE BALL SHUT OFF CHECK VALVE 92
VALVEM
SEE NOTE a
BSIEIOTE4
TEST C= M
BEE NOTE &
Ir"N.
W VAX
DRAIN
PORT
VA' TURN FULL PORT
BRONZE SALL SHUT OFF
VALVE 12
BEE NOTE 5
FLAVY �.- illf �
SENM AND WNER aE
//�_'--•-- BFE HOTEL ARFMOEOBY OW'FER BEE NORE4
AS REOIAT®
RIGID PIPE MATERIAL 5
RIGID PIPE MATERIAL FT. PAST THINS BEND.
AS SPECIFIED BY CITY OF CONCORD SEE NOTE 4.
STANDARD 6PECIPICATHONB, SEE NOTE 4.
Norm
I. AMUCED PRESSURE ASEMIBUES {RFD MUST CONFORM/ TO
CITY OF CONCORD SPEGIF)CATNONB.
I A 44NCH THICK CONCRETE PAD SFDMI. BE PROVIDED. SUPPORT PEMTALIS) SWILL BE
PROVIDEDASNESDEO. S1IPPORr PEDESTALSLBISWLLLNDTBLOGLRENIEFYALvEOROPNNPORT,
1.+'ROTECTFVE ENCLOSURE w iALL C.d4FORm WITH A68EI06DAND 6WLLL BE IN ACCOI omm
a" OF CONCORD SPECFICAT10R9. ORDINANCE, AND BACKFLOW mmum.
4 RIGID PIPE !COD FITTINGS SHALL BE 3W TO r BIBS, K400MR
OR O OrZED PIPE
s ,fE+aTY OF CAIIGORD APPRONM &V TO r RP INCLUDES SHUT OFF VALVES
FIANDEZASPARTOFT'HEASSEMBLY. NOSUSSTITUTOMONALL
aE PFRNBTMD,
OL TW COCK 01 SHALL BE UPSTREAM OF SFB1r OFF VALUE
N AM IS PART OF THE APPROVED ASSEMBLY,
4LFRE SERVICE BACKFLOW ASSEMBLER MUST SEACI YOF ODRDDRDAPPROVED
MODELAND MANUFACTURER WITH ACITYOF OONCtlRD APPROVED RADIO READ DETECTOR METS R 2
7. TSSYCOCKM SHALL BE UPSTREAM OF SHUTOFF VALVE
i1 AND IS PART OF THE APPROVEDASSEMBLY
4, FINE LINE SERVICES SHALL HAVE OLITSIDEBTEMANOYOK:
{OS&nKANDW MOKRATGRB SZONING
ETBACK
�XSUSACK STANDARD DETAIL
BACKFLOW PREVENTION
P nm4��'" I'bPERIY
U 1°'Oi ABOVE GROUI4D2 }INCH TO 10 BICN REDUCE UNE N ...
PREssI1Re-ETECTOR
ASSEABLYpwoA}FORfDi6SERVKEa eneBer"B' pe
WAIFA 3 9.1347 SM RRESERWUDEXAILPIKaVPASSASSEMBLYEDrrS A"A1ER
MAW 2 hum
1 613.0E NA 7FXTdLHX'AIgN -
TYPICAL LOCATION REQUIREMENT N0 °°a rdBl: BN a TYPICAL LOCATION REQUIREMENT
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Drawn By
05/25/12
Date
Revisions
1- 06108/12 -e'er NCDENR Review
06/29/12 - ISSUED FOR BID - NOT FOR CONSTR.
2 - 07/13112 - PER NCDENR, CITY OF CONCORD,
AND TOWN OF MIDLAND COMMENTS
3 - 06(08112 - TOWN, NCDENR & NCDOT COMMENT
*
STANDARD DETAIL
BACKFLOW PREVENTION
Project Number
487-026
ABOVE GRDUND
D)CEO PPES U E YNCH TO 2 '
MP)
Sheet of BwBB�
C12 17
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