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PROPERTY LINE SITE DATA z �,
------- RIGHT OF WAY PROJECT AREA 874,627.94 SF (20.08 ACRES) —'
NORMAL HIGH WATER LINE COMMON AREA 109,184.60 SF (2.51 ACRES) \'�� Q W Z
-••- •-••-••- •- WETLAND LINE IMPERVIOUS AREA (ASPHALT) 43,279.23 SF (0.99 ACRES) \ Z)
---------- EASEMENT \ �`, Q 0 O
-------- ---------- CAMA LINE �•♦ \ W U
+16.6 EXISTING SPOT ELEVATION \♦ �'\ V
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® EXISTING WELL \�♦ \ \`, Nc 011p,o L W
---- PROPOSED STORMDRAIN
PROPOSED SWALE ;` 7
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TEMPORARY �
_ FLOOD - /--.� SILT FENCE (TYP) _- „ '\ ,' 'a" �' Z
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-� APPROVED III III it
NORTH CAROLINA ENVIRONMENTALI�
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�— MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY I
Date I O
Stormwater Permit NoSw o �3�t 021 6O
Dm JPN
taco: JPN
1 ortwa DLL
DATE: 10/3
SEAL M
11966r&v
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SCALE : 1 " -� 100'
0 100 200 300

SITE WORK NOTES:
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
FIELD CONSTRUCTION CONDITIONS. CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY z
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT O cn
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN a Y
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
STREETS. MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. w 4 Q
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TEMPORARY/PERMANENT 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO N o z
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
Qo GRASS SPECIFICATION CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY a
� CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN O
G� LIMITS OF CONSTRUCTION. BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL N
J�� 1 . CHI EL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE N QIt
Q S ADVERSE SOIL CONDITIONS. 4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL © _j Q
0' BE REMOVED IMMEDIATELY. < W U
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. a
MAN 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
SMOOTH AND UNIFORM. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE LL
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
QSJ�� BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES O
4 LIME: 45 LBS. PER 1000 S.F. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. m
PHOSPHOROUS: 20 LBS PER 1000 S.F. WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH W
FERTILIZER: 17 LBS. PER 1000 S.F. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL 8 FOOT STAKE SPACING. �^
6" MIN. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL v J W O
2„ - 3„ ��� IS PREPARED 4-6 INCHES DEEP. APPLICABLE LOCAL AND STATE CODES. 4. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 W Z
COARSE AGGREGATE 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
j 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
7. MU CH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. O Q
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. ASSOCIATED WITH BORROW OPERATIONS. �"-
WOOD CHIPS AT 500 LBS. PER 1000 S.F. 5. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF z W z
TEMPORARY GRAVELLED JUTE & MESH AS PER MANUFACTURER 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE C) !!��
V
CONSTRUCTION ENTRANCE APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. z O
AND 150 GAL. PER TON' OF STRAW FOR ANCHORING STRAW. DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
NTS 9. INS ECT ALL SEEDED i REAS AND MAKE NECESSARY REPAIRS OR RESEED
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, 6. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE Q
WITH114 THE PLANTING SD\SON, IF POSSIBLE. IF GRASS STAND SHOULD BE SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, SHOWN ON THIS PLAN ARE NOT EFFECTIVE. (�
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE U) cc
AND 'SEEDING RATES. PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% 7. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE W
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE PROJECT IS COMPLETED. - W
FERTI IZATION AFTER PERMANENT COVER IS ESTABLISHED. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE Q z
1 . SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN 8. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL Z
20% CARPET GRASS BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT W
24% BERMUDA GRASS PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% CLOSE-OUT. w
20% TURF FESCUE OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH 0
10% CREEPING RED FESCUE THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
24% ANNUAL RYE GRAIN TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
* ERMUDA SEED SHALL BE HULLED FOR WARM WEATHER WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
GERMINATION SHALL BE A MIN. OF 85%. STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
OF G RADING. IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
ADDI ZONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN 4i
OF D NUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO �
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. cn Q
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL W W t i
REQUIREMENTS. z ® uj
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9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
I III- o CONSTRUCT HIS WORK.
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10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
rnrn
-- OF EXISTING UTILITIES DURING CONSTRUCTION. w
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY z"' "'
ROBERT H. GOSLEE AND PROVIDED BY OWNER. ;Z o 0 3
TYPICAL GRASS SWALE Y o
°' °'
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. :2 z w
N.T.S. C\J:2 z o
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF a 3
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
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14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL U
CONFORM TO NCDOT STANDARDS. Z
15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 06 v�
16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS cl�
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK W
CONDITION. Ld
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17. REINF. CONC, PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR 0
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS, Z
6' W E.S. FABRIC W Li
8 W1 WIRE MESH
0
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
- MIN. 14 GA. 6x6 MESH o �' m
STANDARD OR EXTRA STRENGTH
L_ -- CN �FOR STANDARD FABRI FILTER FABRIC
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DIRECTION OF WATER FLOW
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ANCHOR FABRIC SKIRT �R� lIIII!! IIIIII!
g MIN. 8" DEEP & 4" WIDE.
lI�II III II
NOTES: I _
02160
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 25' � 25' 16' t8 m. JPN
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH. 1.5, 91 go DrrwN J
1.5 : DLL
5 '
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS L 8' 8'
ARE NECESSARY, LAP FABRIC POST TO POST. 3: o�nE 1/8/03
31
1.5" ASPHALT � Epp
i4q ANBd!
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE 8" COMPACTED ABC STONE SLOPE 114" / FT 35 a 6 5' 4 � CA•
SELF-FASTENER STEEL ANGLE TYPE. (TOTAL WIDTH - 20')
' .' ••...•
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND TYPICAL ROB+[) CROSS SECTION i
" FASTENED TO j
4 IN DIAMETER. FABRIC SHALL BE FAS E N.TS. _ r"
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE _ A /
SLOPE AS Rr_Q'D. . 1I966�°ti
1" LONG OR TIE WIRES. - P -t" PER F7. 31 SL�P�4 " �,�'•®F�r Q� •��
LEVEL 2 ®� •• G 1 N , ••°
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SYMMETRICAL CUL-DE-SAC NO CURB & GU'TTERW/ISLAND C2
N.T.S.