NCC230022_Site Plan or Location Map_20230104

LOT
INDEX:
REMINGTON HOMES, INC
Aw.�
I"
3528
DRIFTWOOD
DR =
NEW
CONSTRUCTION, NEAR COMPLETION
12467 RITCHIE RD
REMINGTON
3532
DRIFTWOOD
DR =
NEW
CONSTRUCTION, NEAR COMPLETION
MIDLAND NC 28107
:.-.-HOMES INC=
980-288-9402
3536 DRIFTWOOD DR = NEW CONSTRUCTION
3540
DRIFTWOOD
DR =
NEW
CONSTRUCTION
3542
DRIFTWOOD
DR =
NOT
DISTURBED
NC LIC. 67342
3400
DRIFTWOOD
DR =
NOT
DISTURBED
3406
DRIFTWOOD
DR =
NOT
DISTURBED
NEW CONSTRUCTION;
AREA SEEDED & STRAWED
1
3528
AREA INCLUDED IN
COMPREHENSIVE 6 4,,
EROSION PLAN
\ 662
674
3536
6 0
co
3540
FUTURE CONSTRUCTION;
NOT TO BE DISTURBED
UNTIL PREVIOUS LOTS ARE
SEEDED & STRAWED
3542
3400 ). L
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(10
3406
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ENGINEER'S SEAL
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TOPOGRAPHIC OVERVIEW
SHEET
1 PRINT DATE
6/28/ 19

GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
80 Ibs/acre of tall fesue
100 Ibs/acre tall fescue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL: August 25 - October
FALL: August 25 - October 15
Late winter: February 15 -April 15
Late winter: February 15 -April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermudagrass
15 Ibs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
REMINGTON HOMES, INC
12467 RITCHIE RD
MIDLAND NC 28107
NC LIC. 67342
NOTE 2
UNDISTURBED A �� ONEPLAN
Graded slopes and fills-- Protective cover must be established on all graded slopes and fills within 21 calendar days after THESE�OTSARE 91, �� . y.".".".".".il.y.il.y.il.y....
a phase of grading is completed or has temporarily ceased. NOT INCLUDEp IN COMPREHENSNEER 233 - `-" """ "" ""
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ill =50'
REMINGTON
= HOMES INC=
980-288-9402
ENGINEER'S SEAL
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SHEET
2 PRINT DATE
6/28/ 19

NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
APPROVED DATE: 02/2007
AR
.
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NOTES:
REMINGTON
1. PROVIDE 6" MINIMUM —1 PJ.�1L.),
STONE DEPTH 980-288-9402
2. USE #5 WASHED
STONE AND
RAILROAD BALLAST
MIX
3. INSTALL SOIL
STABILIZATION
FABRIC OR 4"
COMPACTED ABC
STONE UNDER
ENTRANCE
PUBLIC STREET 4' 4. ANY AGGREGATE
ETRACKED INTO THE
EXISTING GROUND
ROADWAY MUST BE
SOIL STABILIZATION FABRIC SWEPT BACK ONSITE ENGINEER'S SEAL
UNDER 2"-3" WAScc HED STONE ON A NIGHTLY BASIS
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SILT F
5. MINIMUM LENGTH OF
ENTRANCE = 25'
NOT TO SCALE
MECKLENBURG COUNTY r "�°R.° ccryi LAND DEVELOPMENT OPMECITY OF HA CHARLOTTECONSTRUCTIONC O N STR U CTI O N ENTRANCE
LAND DEVELOPMENT £ >�J' s STABILIZED CONSTRUCTION ENTRANCE STD. N0. REV. SINGLE FAMILY LOT STD. NO. REV.
',�A► ,� (31ARLMTE. INCLUDES CHARLOTTE ETJ 30.11 C 12 0
STANDARDS �„ , 30.11A 00
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NOTE: 8o�roo � °o ° o°°0 0 0
SILT FENCE FABRIC TO OVERLAP o o ° ° o �O°O°�000 0
HARDWARE CLOTH BY 12 INCHES o°�°° °°° °o �°o°°-°o °O° °O ° ° oo°o°or a
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STEEL FENCE POST M �Q oQ�
WIRE FENCE HARDWARE CLOTH STEEL FENCE POST Flow
SILT FENCE FABRIC ON WIRE FENCE i — — — N
ON WIRE FENCE 1=1 I 1=1 I 1=1 I I I �I I �I �I I �I 1 �I 1 I� 1 I� I I� 1 I� 1 I� 1 I� 1 I� 1 I� 1 I� I 11=1 11=1 11= - - _
CLOTH 1 I I —III —III —III I I �I I �I I �I I �I I �I I I I� I I� I I� I I� I� I I� I� I I� I� 111� I 1=1 I 8-
HARDWARE
PLAN VIEW NOTE: N —III—III—III I I �I I �I I �I �I I I� I I� I I� I I� I I� I I� I I� I I� I I� I I11=1 I I=I 111=
Il ; 111 �lllllillll 1�11�11�11�11�111111�11�11�11�11�11�11�-111�11 I
FILTER OF 1 INCH DIAMETER USE SILT FENCE OUTLETS ONLY WHEN -1111 II�II�II� 111�11�11�11�11�1111= ;III-11 4-
FILTER
I �I I r' I I I I ANCHOR SKIRT; LL
# 57 WASHED STONE DRAINAGE AREA DOES NOT EXCEED 1/4 - ~'I111- EXCAVATE
ccYY ACRE AND THERE IS A LOW AREA. USE TRENCH AND
�Q COMPACT
°
FLOW DIRECTION 18 AS A REPAIR OF SILT FENCE FAILURES. BACKFILL
8°oO° °°moo°" GENERAL NOTES:
°oho°O° ° ° g
GRADE STEEL FENCE POST SET
- FEET APART
so 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
-'i1-1TIliITl-lil-lil-lil-lillil=i'i=il i- ---- HARDWARE CLOTH MAXIMUM 2 IWIRE FENCE MORE THAN 30 DAYS.
- �-1TI-II IIIII �,II1=''' Ip L=ii 6„
III C 2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE. MAINTENANCE NOTES:
II
SIDE VIEW I 1 3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
Li 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
SILT FENCE ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
FABRIC OVERLAP GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
VERLAP ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
12 INCHES12 FABRIC SHALL BE REPLACED PROMPTLY.
INCHES 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1�4 ACRE PER 1D0 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
GRADE 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
ft iii=II-1EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
-I11� II EXISTING GRADE, PREPARED AND SEEDED.
- - 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
EFFECTIVE: 12/10/09
DETAIL No.
04000.23
SHEET 1 OF 1
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtURLOTTL INCLUDES CHARLOTTE ETJ
TEMPORARY SILT FENCE
NOT TO SCALE
30.06A115
3 PRINT DATE
6/28/ 19
SHEET