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TRIPP ENGINEERING,rn a..•••••....,o•'���z � . - ,P.C., PHASE 1 DRAINAGE
AREA MAP
Z ,
'�:� `� �.y 419 Chestnut Street
N =M:- w m �":k)-
i
_�' . I- � _ Wilmington, North Carolina m � � ,o 1- �, � � na 28461VILLAGE
* � ?-� •••. '�� Phone [phone] - '�"\ x 910-763-5631
�ILMINGTON, NORTH CAROLINA
////// 111 i I 0\��\ (C-i 2001 TRIPP FNrINFFRINC, P r
DO-00
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GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-1/4" x 1-1/4" 0/4" GALVANIZED'---.,,.
ANGLE FRAME. ELEV. 11.75
ELEV. 10.0
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. ldppP.E
Date:
Registration Number: 17374 SEAL
LEGEND
1-4-
7 2 EXISTING CONTOUR
29l63
EG EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
REV
E ISIONS VISIONS
REVISIONS
No,/
DaeDescription
By
pateLIP
Description
By
R10
Ev. SEWER, WATER &
0
0 RM CONNECTIONS
M AMENITIES AREA
LDK
7X1/05
WDED ENCRO-ACHMENr--
NFORMATION
JLR
I;, I rj
R10
5/7/12
C I
- cOmmmm
EJW
R2
11/21/05
EMSE-Q- -SWAROUND
POND #1
JLR
R11
6/7/12
EMOVED SIDEWALK
EJW
R3
2/07LO6
EVISE SW AROUND
ND �1
JLR
1*1
10914101FL-A
kDDED SIDEWALKS &
LINE
A.�17LICKIM
MLV
R4
A/nrg/n7
DED CLUBHOUSE
D PARKING
JLR
42" RCP MWM MEMM MR= LIMITS OF DISTURBANCE SED LOTS 155 &
R5
3-227
JLR
Property Owner Certification: TSF FUTURE DEVELOP1,14E 10 10 07
24 tvRCP OVERFLOW FROM SDMH No. 25 X TEMPORARY SILT FENCE ED 5' SIDEWAXLXK
��6 0 3 CESESS ROAD FOR JLR
OVERFLOW TO DITCH "I (We) hereby certify that I (we) am (are) the current owner of the property and that upon 0/ TO BELLAMY
INV 7.6 receipt of "Authorization -To -Construct" any clearing, grading, construction or development, PHASE 1 LIMITS R7 HANGED CI No.7 IW.
will be performed in accordance with this plan and that the applicable ordinances and rules of SUB -PHASE LIMITS W/IN PHASE 1 C2 S 10/3/08SR tta ED SDMH 4,k4B EJB
New Hanover County, the State of North Carolina and the Federal Government and its R8 SED CI 19
SINGLE-FAMILY LOT NUMBER 12/23/0 JPS
EVI R8
agencies which are hereby made part of this plan. As the owner, I (we) accept full SED LOCA
responsibility for the construction and operation and maintenance of the proposed facilities. I MULTI -FAMILY (DUPLEX) LOT NUMBER ENITIES AREA LDKI
(We) will not attempt to transfer of this responsibility without the written authorization of C1 R9 EASED SEWER
vio NNIFE ON FROM LDK
JUNCTION BOX No. 1 New Hanover County." CONCRETE SIDEWALK LOCATION MAP ENF ES AREA
B6D TS __
NTS Signature: NTS 8/R9 01/11 LOLOT 1038A72-390,EJW
Printed Name and Title: R9 & SW COMMENTS
Date: 110/05/11 EJW
),,,SSMH No.
pt W -4 RO'OSEk COMMUN
I I L),-2 H No 1101
H M 5-.5, 37/" REPRE. ON AREA/ IN. V 181
P'AS-El N _41- O''\ % I
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LETTER
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A
0.01
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0.02
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LEGEND
-
EXISTING CONTOUR
19
29.63
EG
EXISTING SPOT ELEVATION
1
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
�•- f-
STORMWATER RUNOFF DIRECTION
wmm me mmom-. •
r ::m LIMITS OF DISTURBANCE
TSF X
TEMPORARY SILT FENCE
PHASE 1 LIMITS
SUB -PHASE LIMITS W/IN PHASE 1
62
SINGLE-FAMILY LOT NUMBER
22
MULTI -FAMILY (DUPLEX) LOT NUMBER
:; .r :-.:......,....:: , .
j• ::..... '.. CONCRETE SIDEWALK
1 " = 100'
00
R REVISIONS
Ie�
` p®te Description By
N �% k DED CURB INLETS do
[P2014wAu: Ev Gw�ES M L'
e� P 1 7 �D�EgD SIDEWALKS & 1
/ 9 R /i d io[t&r c`A1-LJr►rrc ML
R
NTS
LOCATION MAP
REVISIONS
Description
By
OED ENCROACHMENT
)5 NFORMATION
JLR
DED 5 SIDEWALK TO
)8 CCESS TO°aEL FLAOR W
JLR
DED LOTS 372-390,
11 DED LOT 1OBA
EJ W
C do SW COMMENTS
11
EJW
C MM NTS
2
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MOVED SIDEWALK
2
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DED NOTEANADVERTENI
REDTORED�CE
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1[RTn10N
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1
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SILT FENCE. LOTS
1 61-61A
EJW
31FASEMENroLors
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D PH.1C,
WETLAND
LETTER
AREA
(ACRES)
A
0.01
B
0.04
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0.11
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0.01
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0.05
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0.03
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0.08
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0.07
1
0.03
J
0.25
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0.08
L
0.02
M
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0.08
0
0.01
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0.01
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0.26
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SITE WORK NOTES x
0 a SEE PLAN FOR PIPE A REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING mm e e ORIENTATION -
CONDITIONS 'BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. ?o »
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS 4 LD. A 2.5 LD. " ATEILD. A = 2' SPILLWAY NO.
A " STEEL I 1--36 R STEEL A i I---36 R I Description B
OF CONSTRUCTION! UNLESS OTHERWISE DESIGNATED TO REMAIN, �� I--42 R PIPE A c » " Dote P Y
3, GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 03 co EC Comments
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC Y w 16" WEIR 18" WEIR 7:, ?./ 5/7/12 ALG
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. Qo 26" WEIR IF QD CASTING E EE
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL mz s „ „ p p p NOTE:
FOR caTCH - FLOW--- R2 REV'D TYPICAL MLV
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. » „ � L 4 -0 I' 14 4 -0 I'Eflfl BASINS AND R- 402
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE 2 FRAME AND GRATE L6 L 4 -o is L FOR YARD INLET 6 26 14 GRASS SWALE
D ,,��, A R3 NHC EC
NCDOT gTD. NO. DEWS BROS. MO EL CH-BN-2001 MLV
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 840.15, OR OR EQUAL P PLAN
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. APPROVED EQUAL ASPHALT PAVEMENT P N CONK. COLLAR TEMPORARY SEDIMENT TRAP TABLE 7 25 14 COMMENTS
GI1LV. BAR GRATING - 1" x 1/8" BEARING BARS.. FASTEN WITH - GALV. BAR GRATING - 1" x t/a" BEARING BARS. FASTEN wtrH � UNDISTURBED REQUIRED PROVIDED R4 ADDED 10 & 25
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED GRO GALV. BAR GRATING - 1" x 1//8""BEARING BARS. FASTEN WITH TYPE J CUPS. ATTACH TO 1 i/4 x 1-1/4" xt 4" GALVANIZED TYPE J CUPS. ATTACH TO 1-i/4" x t-1/4' x1 4" GALVANIZED SUMP CHANNEL BOTTOM NO. AR� SURF C SURF REQUIRED PROVIDED L W g 1g 14 YR DEP H TO SWALE MLv
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND TYPE J CUPS. ATTACH To 1-t/4 x i-1/4 xt 4 GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP 0 . 0 STRUCTURE ANGLE FRAME. MORTAR FRAME TO TOP 0 0 STRUCTURE BOTTOM (ACRES)
ELEV. VARIES OF AND FACE OF WEIR. ATTACH GALVANIZED WIRE AND FACE OF WEIR. ATTACH GALVANIZED WIRE l AREA $ VOLUME (CF VOLUME (CF)
ANGLE FRAME. MORTAR FRAME TO TOP 0 0 STRUCTURE CLOTH 0 R SMALL DIAMETER CLOTH 0 SMALL DIAMETER ► , r
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. I AND FACE OF WEIR. ATTACH GALVANIZED WIRE 3 3 p CROSS SECTION 1 0.25 171.5 300 450 600 20 15 2
„ „ p CLOTH OVER SMALL DIAMETER TOP OF BANK ORIFICE 8 MESH .020 WIRE TOP OF BANK ORIFICE 8 MESH .020 WIRE
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE - 3 ORIFICE (8 MESH .020 WIRE)
TOP OF BANK 1 EL. 13. EL. 1 s•� CONC. coLLAR 1'-0" 2 4.13 2833.5 3000 7434 9000 50' 60' 3'
PROPERLY PERMITTED FACILITY AS REQUIRED, PRE -CAST CONK. EL. 14. OP OF BOX 12. i0pOF BOX 15. ASPHALT PAVEMENT Niir
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL w 42" RCP OP OF BOX 12. 3 3.44 2360 2400 6192 7200 40' 60' 3'
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONScc ) 36" C FLOOD POOL 9.5 36" C FLOOD POOL 13. ELEV. VARIES
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE FLOW FLOOD POOL 10. _ I 1 ° ..'_
4 2.88 1977.6 2000 5184 6000 50' 40' 3'
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 4" 5 3.73 2561.3 2600 6714 7800 65' 40' 3'
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. iorz� , MAL POOL 8.0 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RMAL POOL 9.0 I INV=$-0_ : 1 INV12. P TER CASING 1.
RMAL POOL 12.e BRICK MASONRY " 2' 0" 3 "CEMENT ��` SEE PLAN SHEET FOR LOCATION
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH 3000 PSI CONC.1. ° I IN\/. 9.0 INV. _.7. INV� 1 • w �J NOTES:
APPROPRIATE PERSONNEL,
1 1. EXISTING SURVEYING: BY SHERWIN CRIBS SURVEYING AND SUPPLIED BY THE OWNER. * ° . INV. 8.5 3 ° 3 ; TEMPORARY 3 Flow 5 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST, SUMP SECONDLY.
1 . THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE, FURTHERMORE _ -TEMPORARY GRAVEL TEMPORARY 4• > STONE SECTION A -A 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY WILL BE NO LESS THAN TWO FEET.
2 BEE PLAN FOR PIPE . , ,, -' „ p „ " " GRAVEL s 3. SPILLWAY DEPTH SHALL BE ONE FOOT,
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER ORIENTATION & SIZES GRAVEL LEI. 4 -0 L FILTER L6� 4'- n ls� ,: ..: 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED PERPENDICULARLY FROM
L6"L 4'-O" Ls"L FILTER FILTER THE FACE OF THE LARGE STONE.
i 3000 PSI CONC. 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 1800 CF OF SEDIMENT STORAGE.
PRIOR TO INSTALLATION, F-�--ate � ' :
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT SEA , �OTTOIA.0BOTTOM 6.0 4 � O06. DEPTH OF SEDIMENT iN SUMP WILL BE CHECKED AFTER EACH STORM AND CLEANED ASHIS WORK UNLESS' OTHERWISE DIRECTED BY OWNER. SECTION A - A - BOTTOM 2.o SECTION A - ASECTION A - A
NECESSARY (MIN. ONCE EACH 6 MONTHS).
CURB INLET DETAIL NOTE: 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH WAY AS TO LIMIT SILTATION.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER ME
DUMON POND 2 OUTLET STRUCTURE DEMON POND 3 0AF MUCTUREAT FINAL GRADE, DE.I�E��ON POND � STRUGME DROP INLET TO HAVE SA�1D
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. NTS NTS NTS SECTION LEAVt OPENIN AS SHOWN& TEMPORARY S ED I M ENT TRAP D ETAI L
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS, NTS
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING DROP INLET DETAIL. WORKMANSHIP MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTSNTS
NTSSUPPORT RO
OR OTHER' TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT 6'
TO WIRE TO UPPORT POS
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. 6' 6'
17. ALL AREAS' SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT TOP OF BANK EMBANKMENT TOP OF BANK' EMBANKMENT TOP OF BANK EMBANKMENT STAKE TO SUPPORT
HALL BE EL. 14.0 EL. 13.3 EL. 16.5 PREVENT SAGGING 24" INTO BOTTOM
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS S WIRE
SLOPED TO DRAIN' AWAY FROM BUILDINGS AT ALL TIMES. FLOOD POOL EL. 10.0 OR SIDE
18. CONCRETE' STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS FLOOD POOL EL. 9.5 FLOOD POOL EL. 13.5
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS,
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A NORMAL POOL
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NORMAL POOL EL. 9.0 NORMAL POOL NORMAL POOL EL. 8.0 NORMAL POOL NORMAL POOL EL. 12.0
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR EL. 9.0 11 EL, 8.0 EL. 8.0 1�- EL. 7.0 EL. 12.0 1L_ EL 1.0 U)
NIGHT REFLECTING
20. DUCTILE IRON SHALL BE CLASS 50.
FOR WALKS CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE 1 6 1 1 6 c m,�4 ..
� �,,,�t�
21. CONCRETE I3 7 3 3
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. 1 FOREBAY MAIN POOL 1 FOREBAYE111111111111111111111111111
TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR MAIN POOL 1 FOREBAY
22. FIELD E BOTTOM EL. 6.0 BOTTOM EL. 5.0 BOTTOM EL. 9.0 MAIN POOL
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE 3 1 3 1 3 1
PAID FOR BY THE CONTRACTOR,
23. SEE GEOTECHNICAL REPORT NO, 1061-12-209, DATED 2/15/12, BY S&ME, INC. 3 �EOL7�30MQ
3 BOTTOM
OIR MESH OR SIMILAR, STAPLES OR
* POND SLOPE TO BE SEEDED IN ACCORDANCE *POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 2.0 *POND SLOPE TO BE SEEDED IN ACCORDANCE 3 BOTTOM TRENCHED INTO BOTTOM OR SIDE
FOR ADDITIONAL REQUIREMENTS. EL. 6.0
TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS
CONSTRUCTION SEQUENCE * 6:1 VEGITATED SHELF TO BE PLANTED * 6:1 VEGITATED SHELF TO BE PLANTED * 6:1 VEGITATED SHELF TO BE PLANTED
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR WITH WETLAND SPECIES I.E. COMMON THREE - WITH 'WETLAND SPECIES I.E. COMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE CROSS SECTION OF POROUS BAF(D ,C::�
FLE
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). NTS
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, .DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. SEDGES, SMARTWEED,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING SEDGES, SMARTWEED,WATERWEED &WILD CELERY
BAFFLE CONSTRUCTION SPECIFICATION:
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC,
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING DP DETENTION PO D FOR B Y SECTION D NTION PON & F AY TON 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK
SECTION,
AND SIDE TO SIDE. O
CONSTRUCTION.
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. NTS 60' RIGHT-OF-WAY NTS NTS
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE ° DITCH ROAD H BASINS. f24
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP.
CLEANED OUT AS 'STATED OR WHEN HALF FULL. ' SHL'D ' SHL'D -
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED &No' U) -,�
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN A A
A MAXIMUM OF 4 FEET APART, THE TOP OF THE FABRIC SHOULD BE 6
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER 5'-0'1 " 26'-0" G-G 1 "5'-0" L--24" R 1 SHOULDERS
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION, 2:1 SLOPE 2:1 SLOPE SHOULDERS
INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS 1/4" FT 1 4" FT
BAFFLES SHOULD BE A MINIMUM 2 INCHES LOWER THAN THE TOP OF
DURING CONSTRUCTION, REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM p�
- I I .. 11- s , I :::�zTHE EARTHEN EMBANKMENT.
ENTERING STORM DRAIN PIPING. O� ;.) Z .. o 4 4'-0" ),6"L
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. QJOJ a ° I F-� ��' S. INSTALL AT LEAST THREE ROWS OF BAFFLES BE
THE INLET AND
MEASURES UNTIL PROJECT IS COMPLETE, S0. 8" ABC STONE BASE p N - TOE OF SLOPE OUTLET DISCHARGE POINT SPACED 25%, 2590 0 AND 259' OF THE
8. MAINTAIN ALL EROSION CONTROLM/ / GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH :1= ,. - -
9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS �! 1-1 2" 9.5A NCOOT ASPHALT 11 _ _
PROPOSED PROPOSED TYPE J cups. ATTACH -TO 1- /4 x t-t 4 xt 4 GALVANIZED II III=11 _ STORAGE AREA. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2
PLAN PROVE' TO BE LESS EFFECTIVE. WATER MAIN " / " I " 1 BAFFLES. E---)
TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. J SEE DETAIL SAN. SEWER AND LFACF OIF MORTAR FRAME TO TOP O�oUTLET STRUCTURE " -' =111= "' � �'_' 6. ATTACH A 9 GAUGE HIGH TENSION WIRE' STRAND TO THE STEEL POSTS E-4
10. REMOVE ALL E �
TYPICAL 60' ROAD CROSS SECTION TOP OF BANK . 3 " M 5.0 MIN. CARRIER PIPE 2" SKIMMER W/1.7" ORIFICE AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION WITH f24
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. 6 MI - 3
24 MIN.
* - PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE `) �4 'It: O
2" - 3" �t`� EX. ELEv, i TOP OF BOX 16.75 SEDIMENT BASIN WILL BE CONVERTED TO A' PERMANENT STORMWATER
COAITSE AGGREGATE
C.
MAINTENANCE PLAN %ti NTS ROADS FOR DETAIL C ENCLOSURE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND WHITE HERON ROAD 24» C BASIN OF GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN TEMPORARY GRAVELLED POINTS NTAINEPLEASANT DRIVE
ONCE EVERY. WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. BELLEFONTAINE ROAD zi
11III=III= THE POOL DEPTH DURING USE AS A TEMPORARY SEDIMENT BASIN.2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY 60' RIGHT-OF-W Y 11�=III I-II-III=III- ARM ASSEMBLYTOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. CONSTRUCTION ENTRANCE I "-' "'- 7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF
MASONRY ENCLOSURE :: BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING NTS AT EACH ENO I::) V..
__L_j
THE SITE, IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ' SHL'D ' SHL'D ASING PIPE ;; BASIN AND SECURE TO VERTICAL END POSTS.
3
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A
ONTO THE CONSTRUC: �
TION ENTRANCE OR ROADWAYS,
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION BLOCK 5'-0' 22'-0" B- 5'-0" 1
HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE C. z
A A 2:1 SLOPE 2:1 SLOPE Ls"L 4'-D" Ls"I. 0: COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION �� �� DETAIi FOR BORE i;t�TDER STATE ROAD (NCDOT APPROVED 11/00) :: FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF THE
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT, ROCK WILL " » C
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. 19 z _ 1/4 FT 1 4 FT s '
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER N SECTION A - A 1NT8
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. �'� ° BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART,
DRAINAGE. j�IPE SIZE WALL THICKNESS ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN. �.�
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS a IfflaffN FIND NO TU�
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS
ONCE A WEEK AND AFTER EVERY RAIN EVENT. 8" ABC STONE BASE
1-1/2" 9.5A NCDOT ASPHALT - !i'- 12 3j4' .188# WATER ENTRY UNIT THE BASIN.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS PROPOSED PROPOSED NTs 16 .250 TOP VIEW 10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS FROM THE FLOW AREA, THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE WATER MAIN SEE DETAIL SAN. SEWER
SCHEDULE 40 Q MEATS TO P-4
SEE'" 1$ .25{} ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH
►_ - III WITHIN D AY OF CEASE OF ANY PHASE OF , 12 8 PVC PIPE VENT FIT INDIVIDUAL SITE CONDITIONS. z
TEMPORA.RI' STABILIZED t IZ .:D: WITHIN 21 .A� _N� � DAYS N � � PVC PIPE PVC END CAP �--i
ACT�TY _ASSC_' SEC WIT-H A S _ t TYPICAL 60 ROAD CROSS-SECTION SHOULDER 2� .50 LANE IN CUT SEC BEYOND �E TOE OF SLOPEN I_-
5. SEDIMENT WILL BE REMOVED FROMBEHIND THE SEDIMENT FENCE WHEN IT BECOMES FILLED. I
R AK MUST SEE PLAN EXISTING PAVEMENT 24" .25(f FILL SECTI S AND 10" BEYOND EDGE OF PAVEMENT I PVC ELBOW SITE AREA STABILIZATION STABIUZATION `4
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A WRIER, STAKES NTS *ROADS FOR DETAIL
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH POINTS ROYALS COURT i/4" PER FOOT 30' .312" SECTIONS WITH NO DITCH OR FILL.Is FABRIC, WITHOUT' WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARDft �FII FABRIC DESCRIPTION TIMEFRAME TiMEFRAME �{
STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE A - A APPR�OVEiD QUA01.) BELLEF NTAINERROAD Ct-� 0 4% M� 48M .315o �,O,D _
EXCEPTIONS
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THEROC WILL
BE S DESIGNED ENERGY __ DISSIPATOR rC1EwBPRYMNOUTH°COURT o1 --1:1 SLOPE '� I I • • • SWALES PERIMETER DIKES,
7 DAYS NONE W I"�'I
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, O LONGER
OR IS DAMAGED. NIS
6. SEDIMEN
T WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS PIPE ZONE 1 1 i i t L , I I SCHEDULE 40
AND SLOPES
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN Cl= PROPOSED APPROX. 2' ACSC TYPE S 12.5 C AT AN AVERAGE RATE OF 224 LBS PER SO. YD. �� PAr£wavr PVC PIPE PVC TEE PVC END CAP
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES 8' O.D. s" ORIFICE PLATE
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR BECOME MIN. MIN. D7 =PROPOSED APPROX. 2' ACC TYPE 1 19.0 C AT AN AVERAGE RATE � 228 LBS PER SQ. YD. � U " HIGH QUALITY 7 DAYS NONE �
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN J1 - PROPOSED 8" AGGREGATE BASE COURSE . i PVC TEE PVC PIPE T 1
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE FLEXIBLE HOSE
HOLES WATER (HOW) V
INSPECTED WEEKLY AND WILL BE KEPT CLEAN, FINAL BACKFlLL PIPE SIZE AS NOTE: ZONES
CONNECTED IN UNDERSIDE
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS 4 Cu. FT. GRAVEL VALVE Box �R%Y_ PLANS 1. PAINT STRIPING SHALL BE GONE BY CONTRACTOR TO NCDOT STANDARDS
f TO ORIFICE 6 SLOPES STEEPER 7 DAYS IF SLOPES ARE 1O' OR a r•'q
BEEN HALF FILLED WITH SEDIMENT, ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT OR CR, STONE SUP RPAVE WIDENING A SECTION 6 THAN 3:1
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR CONC. APRON 3 MIN. a LESS IN LENGTH AND 0
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED 24" OR 50. CLASS 1, 2 OR 3 NTS
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF _ � m � B�"o>c�' � ARE NOT STEEPER THAN d•I
FINISH GRADE CLASS 1 OR 2 = O.D. 0
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND :1, 14 DAYS ARE ALLOWED. 0►
0 E co
-III_:..,,-_,,:�:;':•;' ',:;.. " MIN. is �' 0 CQ
WILL BE KEPT CLEAN. I I=) I I=I I (=III=1 I I= 60' RI HT -OF -WAY
8. ALL SEEDED 'AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING r -III-III=III-III-1---�5TABLE
_ _ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES
MAINTAIN A VIGOROUS DENSE 11=III=III=III-III- 9 I FRONT VIEW END VIEW FATTER GREATER THAN 50 FEET
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAIN ,
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL FOUNDATION ' SHL'D ' SHL'D
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. MATERIAL0 .a. .A. FAI RC LOTH SKIMMER DETAIL IN E (EXCEPT FOR Izi
TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND 1'-0»-" DUCTILE IRON PiPE C-JOO 5'-0 1 " 34'-0" G-G 12" 5'-O" ,Q TYPI AL APPRK>x ALL OTHER AREAS 14 DAYS NONE ~�
9. FLOCCULATES WILL BE USED MIN 2:1 SLOPE 2:1 SLOPE y 1 Q� C BORE PIT LOCATIONx *
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. O 5� W-1-c' NTS FLATTERWITH OTHAN 4:1 PES PERIMETERS AND
2" 9.5A (NCDOT) PIPE BEDDING DETAIL 1 4"/fit 1 4" FT - L9' OF PAVEMf,Nr " " HQW ZONES)w ��
5" 625.OB (NCDOT) ° Z_ - :
2 x6 TREATED LAP TOP ELEV 13.
LATE WINTER do EARLY SPRING . ° ' :. M 24" M z ROAD (2) TREATED 2"xs" P4(jj +9
° ° °
.4 OI I1tEtNaN
NPDES GROUND
Tamaopmy GRASSING DETAIL. . s n. ° ° s" GATE VALVE 12" 12" 8" ABC STONE BASE srsx C rap cR cAs -
• ° PROPOSED 1-1/2 9.5A NCDOT ASPHALT Q 'ram „ p STABILIZATION CRITERIA z a, 0 �
' PROPOSED 1 x6 TREATED T&G SLATS C) co SEEDING MIXTURE 3 1 - GALV. 1/2" U-ANCHOR WATER MAIN
RATE (bzxI ° SEE DETAIL SAN. SEWER i S I'_'i ;-I T.4
Jimm BOLT END :AROUND HYDRANT -�.-� CO
Rye
(grain)
:c (Kobe in 120 ° - SECTION THRU BORE PIT LOCATION
BOOT AS SHOWN. III- f
Annal
les and Coastal in I- I=1 1= ;O I �� rl TYPICAL 60 ROAD CROSS-SECTION 20' RADIUS 20 RADIUS (2) TREATED 2"x6"
I p 0 U)
� LCJ CU
PiedmontKomand
Co nt So III -III -I F•----2'-O" MIN. -I CONC. BLOCKING. POUR 3CONC SI Co (� �_ j -1 -w VARIES 6 OR 8 Q ( a
AS Vill. BIT ENO.
Omit annual 1apedm .Then duration a t mpormy cowr is not to extsrnd AGAINST UNDISTURBED - NTS *ROADS FOR DETAIL Z „F,,� � I � co z
aya,nd Jww. NOTE: PAVEM NT SECTION MAY VARY GROUND I I
uraur sKOIEDULE tF%j CD K
E -) I I=1 I I=) T I=1 11=I 1 I=1 I I=1 I I=1 I I- •A'- mmiwu N• uis,wcE PRcm rw Eom of PAU?MENr (EP) LS BOTTOM 6.0I k I STEEL OR W000 PO
DEPENDING UPON FIELD CONDITIONS, _
GLEN' ELLEN ROAD QAseD ON IRIS DEPTH aF PFT ('D-) MO. BY A RATIO OF A 1:1
SEEDING DATES: CONTRACTOR SHALL COORDINATE p FAYEWOOD ROAD GASW. ON THE SAFETY RE;1&0") BY PEIMC,NG TIFF aAEM - _ � - �- w
Mowntaln. - Above 2soo It: Feb. ,a -May 1s w/OWNER & GEOTECHNICAL ICAL HYDRANT LRAFJF 8 ABC A s a � e >a 10 11 t2 -
Belo.r 2soo it Feb, ,_May t ENGINEER TO DETERMINE STONE BASE JACOB MOfT DRIVE D s s s v 10 „ 1z PST AIva worbclHG� WIRE FABRIC w
_ r I I z_
Piedmont - Jan. 1-May t ACTUAL PAVEMENT SECTION. NTS p / FILTER FABRIC
Coaecal PIaIn - Dec. ,-Apr. 15 2' B- - _ ; ,
1I: VARIABL R W --- _ -_ y� -i- MIN. t 2-t 2 GA. o ) 0 O z
VALLEY GUTTER DETAIL W E / w -I OP -I�t INTERMEDIATE WIRESI w
SOIL AMENDMENTS PAVEMENT WIDENING SECTION Z 3 Z = _ 5•1 5, S`� ,Iil. I,; - � +'
NTS -' Oz > ' i l= SCp =) I I-"'
�e 10-10�r.lb/Oe" ground NTS m: VARIES 5' ' -111 PF _=1i'-" 18"x18"x36" CONCRETE 6,x66 O/C
POSTS
Of
U .,-, 0 ~
SPRING SUMMER TREATED � -1 _ - / 9 - t- �I'
ih LANDSCAPE � ., - -_, II- FOOTING (lYP)
MULCH w o_ MIN.to
-4 TIMBER 0- Qz 0- 10-YR DEPTH 25-YR DEPTH � �� 0
APPLY 4,000 ig��/,ORE STRAW. MIG1pR STRAW BY TACKING WITH ASPHM.T. NETTING. P� GRASSING DETAIL o i i O �O ASPHALT PAVEME O� ► SWALE No. 1= 0.34' 0.37' 2 z6" CAP o a ANCHOR FABRIC SKI � 0
OR A MULCH ANCHORNG Too. A DISK. WITH MADIS SET NEARLY Si #Mff GW BE SEEDING MIXTURE ��A D 8a M O 30 RADIUS 30 RADIUS AS DIRECTED BY ENG E">�1 ,'-I 0 ►XC
USED As A MULCH ANCHORING Tool LANDSCAPE w C.I. BOX METER BO a 1. �-i
• RATS �ai0"�) TIMBER CK COVER MAX. 45' SWALE No. 3= 1.25' 1.38' M1 e-� U
n. SWALE No. 2- 1.51 1.66 g
MAINTENANCE SPENSADOLA E RESPEOEZA"� 3S0o » "M � � ALOSNR SWEEP - - _, -j (1-ttf - - - - - =m=1 I Lam:, - .
E--� a w
COMMON BERMUDAGRASS8 AIR o EQ D TO REACH ,, SWALE No. 4= 1.04' 1.14' 2"x6" 3
J . III--- � -� I _ _� r
Refertilizo N yroxth is Dot tiny adsquab. Reseed, rofsrtiMze and muktn im- io GAP a �M �2 OPTIMUM DEPTH 1- ..III- - II SWALE No. 5ffi 1.37' 1.51'
mealatey toMowiny erosion or other damage. TALL FESCUE so .
C.I. BOX T Ck �� W TYPICAL GRASS SWALE 1 "x6" NO FENCE FABRIC SHALL BE A MIN. OF 32" IN WIQTH AND
TEMPORARY SUMMER GRASSING DETAIL t• WHERE A NEAT APPEAWWCE IS DESIRED. overt sERIR & COVER- M Kit W VARIABLE SLOPE
z mcr. al » " SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
2. USE COMMON BERUOAGRIISS ONLY ON ISM ATED SITES M1,E,tE IT CANNOT BE- �� g'� NIPPLE PER COUNTY 1.5X MINIMUM r7 2 x6
COME A PEST. BERMUWAtRtA55 MAY 8E REPLACED WITH 5 b/aloe CENiIPEDECWISS z REQUIREMENTS COMBINATION �N ^9 Cq IR% FJgMEE dt I W S R SPACING.
SEEDING MIXTURE COVER. TOP TO BE FLUSH PAVED OTHER OE
� [b/acrid COMBINATIONR.tcs ER MAIN WITH STREETS, WALKS OR TRAFFIC. TOP TO BE AS 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
� NOTE: MINIMUM 3 FEET OF COVER
GERMAN MILLET 40 �� �� MAX 4V SWEEP 8 � SHALL BE MAINTAINED UNLESS CORPORATION STO RESIDENTIAL AREAS. gC NOTED ON PLANS ON 36 IN WIDTH. FABRIC SHALL BE FASTENED
3 EMENT
BENDS AS REQ'D c DUCTILE IRON PIPE IS USED. M/RTAR UNPAVED ROADS PROVIDE q
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
IN THE PIEDMONT AND MOUNTAINS A SMALL -STEMMED SUNDANGRASS iCY BE APRN , _ �MILY,5 STANDARD WATER SERVICE DETAIL 8" COVgE�R�OVE�R�NLIIDRAND ENGINEER.
sUtNstITLrtED AT A RATE OF so LB/ACRE -- -TYPICAL FAR SIDE � S�NL;�MENT NEAREST �%FW 3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE
TYPICAL 60 ROAD PLAN _NIPPLE PER COUNTY MSEEDING NOTES SOIL AMENDMENTS MAIN ANGLE REQUIREMENTS NTS � LIMIT. SELF -FASTENER STEEL ANGLE TYPE
MOUNTAINS - MAY 15-AUG, 15 APPLY LIME AND FER IUZER ACCORONtD To SOH. TESTS, OR APPLY 3.000 lb/am AS REV 0 SEWER SERVICE DETAIL :. - - -
PIEDMONT -MAY 1-Auc. 1s GROUND AGRICULTURE LIMESTONE AND 500 b/a m ,0-10-10 FERTILIZER. NTS NTS FEE � CG1 SE
PIEDMONT
PLAN -APR. 1- 13 1s' L.•: `,.: :� ;•.:. :. :., >:.,...
:III -III -III - 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
CONCRETE COLLAR �°� ° ` ' ° � ° _ -III-III-il TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
N ADJUSTMENT- - - TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE \\ \ \ 111 1 11 / / / /
NOTE: MINIMUM 3 FEET OF COVER 10'-0"t 5'-0"t VARIES 2'-O" •-� 1 1/2" LONG \\ ///
SOIL AMENDMENTS MULCH SHALL BE MAINTAINED UNLESS , . 24 IN, ° CONCRETE SPACERS FOR BAFFLE DETAIL �\\\'`� ... ////
DUCTILE IRON PIPE IS USED. c /
FOLLOW RECOMMENOMTKNB' OF SOIL TESTS OR APPLY ZOOD LS/ACRE GROUND AGRICUL-
TURAL LMESTONE AND 750 LB/ACRE io-to-to FERTILLZER APPLY 4,00o b ocn GRAIN STRA" LQIMVALENT COVER OF ANOTHER SUITABLE VARIES z � MIMGH BY TACKING WBH ASPFIAIT, Ro11M+c. OR NETTING OR BY CRIMPING STREET WATER MAIN MH ST ADJUSTMENT TO GRADE NTS \ •EWITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET M EAKY STRAIGHT CAW BE TYPICAL N EAR SIDE W Z TEMPORARY SILT FENCE \ �o. Q�o� i.,V",
;
USED AS A MULCH ANCHORING TOO STORM AS REQUIRED R W NTS ` .
MULCH
SEWER SERVICE DETAIL RING ADN COVER CONTACT '� REINFORCING PRECAST 4 wx S E A L -
APPI.Y 4,OOD LB/ACRE __STRAW. ANCHOR STRAw BY TACKING WiTH ASPRW.T, !STING, VALVE � " � U � = -
OR A MULCH ANCHORING TOOL A DISK WON BLADES SET NEARLY STRk%ff CAN BE MAINTENANCE NTS > 2 "' (1/4 MESH OPENINGS) - -
O SURFACES SHALL BE MACHINED � ECCENTRIC TOP 19-GAUGE HARDWARE CLOTH = � •
USED AS A i ICH AN0401RINc Took » x o0 0 OF OVER ON RING. BEARING a � : a
REFER ILa THE FOLLOWING; A�til WITH 50 b/oars NiTROGEN. REPEAT As MOWTH 6 15 1 6 17374
MAINTENANCE REQUITES MI1Y BE MOWED ONLY ONCE A YEAR WHERE A NEAT APPEARANCES r
i� •'• • Q `
D. OMIT SERE► A wow AS OFTEN AS �D TOP OF COVER .� a a 48" DIAMETER STD. PRE -CAST MANHOLE t
NCDOT 5 OR 57 STEEL POSTS � 11
TREATED LANDSCAPE M 18 O x 6 CONC. PAD ARO D B X O 5 CMIN. WALL THICKNESS WASHED STONE - \ /A
REFERTIL¢E M GROwITN Is NOT FtMLY ADEaRNATE RESEED. REFERiMJZE AND MULCH Alt- TIMBER " »
M � MANHOLE IN AC ORDAN - � •. �'iG I NE '�
�p „ MACHINED SURFACE ``' 6" MIN. WALL THICKNESS 9// l� \�\
&OMTLIY FOLLOWNG SRO" OR OTHER DAMAGE FALL-�1� 1 GIB40`� FINISHED N WITH ASTM C 4 8 FOR 4 DNA BARREL // / RECjo _ \ \
PERMANENT GRASSING DETAIL GRADE 7 7 8 »r CO ER NCDOT 5 OR 57 / \
7 3 16" 3 FOR 5 DNA BARREL WASHED STONE '� //110111
111 \ \ \ \\
M 4»
TEMPORARY FALL GRASSING DETAIL sEEaNG MgRURE 27 "
AS APPROVED01 ITAELANT
rS. RM world 1, I �� �` I I . /, , �, �, TELESCOPIC .2 (2) LIFTING BARS 5 TYP ENGINEER GROUTED INSIDE o
SEEDING MIXTURE „ VAVLE BOX p in AND OUT WITH APPROVED R
( d DATE 02-18-05
RATE Ertl/acn) TALLNIPROVED�NYARIEES) OR 200 g., 11 1 /2
4 w NON -SHRINKING GROUT
(groin) t- 20 - RrE (awN> AIR -�- o " J 1" PER , ..
I. 24 - I `W =w
DESIGN PGT
SEEDING DATES GAP1.BB0• X EQUIVALENT TO I o FOOT °
ENNIS ENTERPRISES N -
SEEDING NOES dANiLNARY - APRE 9 7 ° ,�, w t ,
o �'10),
NO. EEVB-001 » _
MOUNTAINS - AM. is -DEC. ,s p 2. STD. WEIGHT 30 LBS. 7 CU. FT. �.. � � DRAWN JLR
AUGUST - oECEMBER (MANUFACTURERS) c o 0 , yw
COMIAL PLAN Oita PIEDMONT - AUG.15-DO 30 6 M.J. GATE VALVE 26 �,• ,
SOIL AMENDMENTS POURED IN PLACE CRUSHED ( 1. S FOUNDRY do MFG. CORP. p� �� ° 1'
1 STONE 31" �FOURS
F 710RING dI OP -SSG COVER F z M MINIMUM 8" STONE t. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING � sSOIL AMENDMENTS - l""04 M THE INLET. 11 �APPLY LIME A FERN ACooRONc TO SKML TESTS, OR APPLY 3.D00-STOOD b/Don to 4 PIPE CONK. BLOCK x) ° o ° o o ° BEDDING FOUNDATION i1... NON -PAVED AREAS o o o 0 0
GRouNo AGRICMTUWIL LIMESTONE THE LOWER RATE ON SAIM SORB) A < =. ty i 34 °C 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND FILTERED
FOLLOW St>� TESTS OR APPLY rr000 LB/ACRE GROUND AGRICULTURAL 1.00o b/Dan ,o-,o-,o ETxnLUE 4"-45' BEND „ 2. EAST JORDAN IRON WORKS INC. oo �o " " °�� SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND WATE i _w_-. - - -" "
PRODUCT 202701 0 o°c THE PERIMETER OF THE INLET A MAXIMUM OF 4 FEET APART.
�/ o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LMIESTONE AND 1,000 Le/ACRE ,o-,o-io FERTILIZER. 2-3/4 b TIE RODS �°o _?o?o o�o1o?o`?o?o?o?°� �o?o?°�o�o�o�o?o?o?o�o° 3. SURROUND THE POSTS WITH MITRE MESH HARDWARE CLOTH.
MULCH w 18" NIPPLE &\-6:'O PIPE RING -�- SECURE THE WIRE MESH TO THE STEEL POSTS AT THETOP.MULCH A�eLY 4AOD b/aan c;f+AN STRW oR Ea WALONT WVV of ANOTHER SUITABLE m GLUED CAP 3MIN. LENGT POURED IN PLACE MINIMUM WEIGHTS: MIDDLE, AND BOTTOM. PLACiNGA 2-FOOT FLAP OF WIRE
MLRNs,. ANCHOR STRAW BY TM*M WITH ASPHALT, WNG, OR NEMNG oR BY CRAP- CONC. BLOCK RING - 190 LBS. 8" MIN. RUBBER GASKET MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
APPLY 4,000 LB ACRE STRAW, ANCHOR STRAW BY TACKING wtITN ASPHALT, NETTING. 14 ,� A MULCH ANCHORING TOOL, A ON WITH BLADES SET WEARILY STRAIGHT CAN � COVER - 120 LBS. p 4. PLACE CLEAN GRAVEL (NCOOT �5 OR �57 STON� ON A 2:1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (} INCH
OR A MULCH A%H ANC Tool A DLSIK WITH BLADES SET NEARLY STRAIGHT caw 9E � USED AS A MULCH ANCHORING Toot. NOTES: 2-3/4 0 TIE RODS = 6 EXTENDED UP MONOLITHICALLY CAST SLOPE WITH A HEIGHT OF t6 INCHES AROUND E WIRE, AND OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
C13
USED A MULCH Tool SECTION A -A BASE SECTION (EXTENDED BASF NOT SMOOTH TO AN EVEN GRADE OR OTHER OBJECTS To PROVIDE ADEQUATE Ftow FOR SUBSEQUENT PAINS.
1, DO NOT BLOCK HYDRANT %%RAIN w/BLOCKING. REQUIRED FOR MANHOLES < 8 DEEP) 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
MAINTENANCE MAINTENANCE 4" WYE 3. COAT
TIE
OT SUPPORT VALVE 80XO L TAR
RLY ON VALVE. REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
RepaS. COMPACT THE AREA PROPERLY AND S'U161UZED IT WITH GROUNDCOVER.
nitrogen in � °. K'I°n�a� t b/aa" �,ARA", 4"lb IN R AND APPLY IN b aa' � 2 » SHEET 13 OF 13
of june 15• « d-c i Kalb. a b�°n° AI �,� D STANDARD CLEANOUT TYPICAL WATERLINE & HYDRANT CROSS SECTIONS MANHOLE FRAME AND COVER 48 STANDARD MANHOLE HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS NTS NTS 0 O 0
or Korean (Mowntaim) Nspedezo in late Fsbnary a say March. WARM WEATHER, AS THIS NCRFASES STAID tDSSES TD OWASE. RESEED
AND DMVAM AREAS IMMEDIATELY. MOW 10 A HEIGHT OF 23-3.5 ACHES
AS NTS NTS
. I .
I ­­ . I .
, I
. , I I _ -
. 1: " -,
.''.., , 1? - -
I ..: I., I i_ .1 11. .
- I I I .
-- - I
_ -- ---
I I
r

GALV. BAR GRATING - 1 " x 1/8" BEARING BARS. FASTEN WITH
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZE"-,
ANGLE FRAME.
ELEV. 10.0
24#p RC
OVERFLOW TO DITCH
ELEV. 11.75
OVERFLOW FROM SDMH No. 25
JUNCTION BOX No. 1.
NTS
btm -;�.�Oftuk 1wwnl;v)wc�a
�1 hat� �.�dify tb at k�s d wi(l) I.fic (oW47 Now j lwov,
insaccls and srtmol
-7
6
A—
cm-c"�r af al ,qpw
e 4v" at) f
.ivlel� .9v rk-,� apO My
geric,ccs tvW 1 1 WOO rt v ek��- p�wnj:: _As �s IC
wlyl W}� va 6
1, :40Zmot u) m n8fcr af tit tc�s Poll 1�� Ili
4
LEGEND
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
LIMITS OF DISTURBANCE
TSF TEMPORARY SILT FENCE
w
REVISIONS
9
No.
8 Ds E
Date
Description
By
t
0
ADDED ':-
INFORMATIONENCROACHMEN
JLR
R')
REMSEQ SW AROUND
do
1/21/05
POND #1
JLR
R3
RWSEQ SW AROUND
2/07/06
POND #SR 1
JLR
R4
ADDED CLUBHOUSE
DPAINGJLR
07
R
EASED LOTS 155 &5
10/10/07
13-227
JLR
DED 5' SIDEWALK TO
3�6
3 0/08
NDERS ROAD FOR
CCESS TO BELLAMY
JLR
R
HANGED CI No.7 INV.
0/3 08
EJB
R8
kDDED SDMH 4AAB
REVISED CI 19
JPS
R9
DED LOTS 372-390,
)8/01/11
ADDED LOT 1 O&A
EJW
MAp1
o9
05/11
Ec & sw c0mmENTs
EJWLOCATION
I
I
NTS
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DATE 02-18-05
DESIGN PGT
DRAWN JLR
C 2
SHEET 3 OF 13
03060

SITE WORK NOTES
1. HE CONTRACTOR SHALL VISIT THE SiTE AND BECOME FAMILIARIZED WITH EXISTING
A REVISIONS
CONDTONS BOTH ON AND IMMEDIATELY ADJACENT TO HE SITE. = x FOR PIPE ,
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS A 4STEL, m
Date Description By
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. = m A �.. = A I.. = 2 SPILLWAY o.
_ 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 42"
PIPE A i �o �36• A I 1 A I
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC �� - '
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN UMTS OF CONSTRUCTION. 26" WEIR 0% = 16" WEIR = I WEIR
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND HEIR GEOTECHNICL = xW M
c FLOW
t1SE NEENAH--------
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. - 0� Ls� ;L 4'-ate 2�EDF�R TCH
5. DISPOSE: CLEARED, GRUBBED, .STRIPPED OR OTHER WASTE MATERIAL SHALL BE
__ 4'-Q� z RD !N�i - !>"Tit A
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
NC OT NO. 2» p GT CONC. COLLAR 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. » .PITON o Q15V � w � OS. M EL CH-BN-2001 cAi.Y MR cRAT1tK; - t x ijg.BE MARS. FASTEN wmi cuV BAR GRATM
- t x 1/s• BFJW�IG FASTEN WITH UNDISTURBED
7. THE CONTRACTOR SHALL NOTE THAT HE GRADING PLAN MAY NOT REPRESENT A BALANCED GAty: BAR GRATING - ] x 1TO ��8 4;e LNG eARs. FASTEN WIT A" RO ` D QUAL UAL TYPE J CUPS. ATTACH TAD 1-i/4 x 1-_1j4 x1 4 GALYM� nw J CUPS. ATTACH To 1-i/4' x t-1 4 xt 4' GAI.VAMZED BOTTOM CHANNEL BOTTOM
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND TYP IFIED GRADES. EJJ CUES. Ai�AR YO x OF ourLrr-1J4 x1 �� � ASPHALT PAVEMENT � 6 f l R FMME TO TOP OF S4fflRE ATTACH GALVANIZED WI � M � � � �' �� �
ATTACHGALVANIZEDOVER
SLL WIRE
FILL AINSTALLNND FACE OF WE�t. ATTACH GALVANIZED WIRE GRo TERg Ct oTH SMALL DIAMETER CLOTH SMALL CROSS SECTION
8. HE QUANTITIES AND
SHALLMFURN COMPLETE
SUITABLE BORROWTION TO ECMATERIAL FROM AN OFF -SITE TOP OF BANK 3 �� 5 MESH .0OVER SMALL 20 ELEV. VARIES TOP OF BANK + •off TOP OF BANK oRiFicE B MESH .020�
EL 13. , EL. 16. yy
' » OP OF BOX 12. CONIC. _0 ASPHALT PAVEMENT OP OF BOX 15.
PROPERLY PERMITTED FACILITY AS REQUIRED. �'• 14• 42" RCP P OF BOX 12.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL PRE -CAST CONC. �, 36» FLOOD POOL 9.5I �„ y,� « FLooD POOL 13.
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS FLt�D POOL 10. w = 36
tCI
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE FLOW 1
THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF t7
EASEMENTS, » « « »
4 I iNV. 8.041ORMAL POOL 8.a 2 0 3 CEMENT MAL PAL 12.
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. POOL 9.0 p CASING ! lw. 12. _
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ I INV. 9.0 = = IMiL7�5 BRICK MASONRY INV. 11. _ I W
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH INV. 8.5 3 3000 PSI CONC.--[ 4 : - 3 TEMPORARY FLOW w 3 _
APPROPRIATE PERSONNEL. TEMPORARY � GRAVEL 4" -5 GRAVEL RY STONE SECTION A A
11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB SURVEYING AND SUPPLIED BY THE OWNER. GRAVEL ssg LAN PE l.s"L 4'-O" Ls«L FILTER = � Ls«,L 4'-a'� FILTER TEMPORARY SEDIMENT TRAP TABLE
12 HE CONTTHE RACTOR SHALL REPORT CTOR SHALL FIELD RIFY ALL OLL DISCREPANCIESS AT THE SITE. OR QUESTIONS TO THE FURTHERMORE
' « » , FILTER OR EiPTATI01v0& SIZES BOTTOM 8.0 3otTo PSI CONC. �BOOM.a AREA �iED � REQUIRED PROVIDED
PRIOR TO INSTALLATION. SECTION A A BOTTOM 2.0 S SECT�N A A .9 SECTION A - A NO. (ACRES) A� SURF VOLUME (C VOLUME (CF) L W D
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT 1 0.25 171.5 30 450 600 20' 15' 2'
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. ILRIRM(�U�1f IIEf �p ot%ITO H•A SAND14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER WMCUR6 INLET DETAIL NT5 �v� NGOAS�I 12VVW& 2 4.13 2833.5 3000 7434 9000 50 60 3
AT FINAL GRADE. NT5 NTS NTS 3 3.44 2360 2400 6192 7200 40' 60� 3'
15. ALL SERVICE CONNECTIONS SHALL N LIP AND
TO MEET ALL LOLL AND STATE CODES. DROP INLET DETAIL. 4 2.88 1977.6 2000 5184 6000 50 40 3
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 5 3.73 2561.3 2600 6714 7800 40' 65' 3'
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 6' 6' fi' SEE PLAN SHEET FOR 61.3N
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT NOTES;
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED iN ACCORDANCE WITH NCDOT EL. 14.0 EL 13.3 EL. 16.5 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. FLOOD POOL EL. 10.0 - FLOOD POOL EL. 9.5 - FLOOD POOL EL. 13.5 SUMP SECONDLY.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE WILL BE NO LESS THAN TWO FEET.
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. NORMAL POOL 3. SPILLWAY DEPTH SHALL BE ONE FOOT.
NORMAL POOL EL.. 9.0 NORMAL POOL NORMAL POOL EL 8.0 NORMAL POOL NORMAL POOL EL. 12.0 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
18. CONCRETE STORM DRAINAGE PiPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS MEASURED PERPENDICULARLY FROM THE FACE
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. EL. 9.0 1� EL. 8.0 EL. 8.0 1� EL, 7.0 EL. 12.0 _ EL_ 1.0 OF THE LARGE STONE.
1� 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 4^
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A I 1800 CF OF SEDIMENT STORAGE 1 6 1 fi 1 6 6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE IiI, FACTORY MIXED, QUICK DRYING, 3 3 3 STORM AND CLEANED As NECESSARY F(MtN. ONCE EACH 6 MONTHS).
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR 1 FOREBAY FOREBAY FOREBAY
PM PU L2
NIGHT REFLECTING. MAIN POOL 1 MAIN POOL 1MAIN POOL 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
BOTTOM EL. 6.0 ( 3 BOTTOM EL. 5.0��_�_BOTTOM EL. 9.0 ASToUMrrSILTATION.
20. DUCTILE IRON 'SHALL 'BE CLASS 50. Lr 3 1 1
3
21. CONCRETE FOR 'WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE T _ ORARY SEDIMENT TRAP DETAIL
STRENGTH OF 3000 PSI 0 28 DAYS -AIR ENTRAINED. 3 BOTTOM 3 BOTTOM 3 BOTTOM
22. FIELD TESTING' SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR * POND SLOPE TO BE SEEDED IN ACCORDANCE EL, 3.0 * POND SLOPE TO BE SEEDED IN ACCORDANCE EL, 2.0 * POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 6.0 NTS
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS
PAID FOR BY THE CONTRACTOR. * 6.1 VEGITATED SHELF TO BE PLANTED * 6.1 VEGITATED SHELF TO BE PLANTED * 6.1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE I�-t
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, L•�I
CONSTRUCTION SEQUENCE' SEDGES, SMARTWEED,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY
1. NO CUT SLOPE OR FiLL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). DETENTION ON POND # 1 & FORELim l SECTION DETENTION POND #2 & FOREBAY SECTION DETENTION POND 3 & FOREBAY SECTION 4
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. NTS NTS NTS 2"x6" TREATED LAP TOP El" 13.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING JA'
(2) TREATED 2"x6" 19-5BUT NOT LIMITED TO 'GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. PIPE ZONE
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING A CONSTRUCTION. 6" o.D. s• 60 IGHT-oF- AY L-24" 1"x6" TREATED T&G SLATS
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. MIN• MIN•SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. SHE'D ' SHE'D
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN FINAL BACKFLL_ AS • �• « »
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SiLT AS REQUIRED TO ALLOW PROPER a 2:1 SLOPE 5 -O - -� -'G 1 5 -0 2:1 SLOPE l,s,, 4'-0! (2} TREATED 2«x8"
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
U
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS 3' _ 1/4»/FT « F1' BOTTOM 6.0
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM '• cxAss ]. 2 OR 3 o O.D. z G&.V. MR c�iATiNc - 1• x 1/8• e�_iG BARS. FASTEN WITHTYPE
ENTERING STORM DRAIN PIPING. CLASS 1 OR 2 « M » - a f Rj R �E /Tp«� OF OUTLET xt 4STRUCT RE
7. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. iI w=°' - MIN. 8 ABC STONE BASE-� ACE OF DITCH ROAD
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS 6 I i� f l I I -I I E 1-1 2" 9.5A NCDOT ASPhIAI-T 3 0
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. 2• - b I I E i l l I I� { �_ PROPOSED PROPOSED TOP L BANK
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. Caves �'TE� I I I� I (� I I FO< NDATION WATER MAiN SEE DETAIL �, SCR TOP OF BOX 1 &75 SHOULDERS SHOULDERS • \../
18 x18"x36" � 6"x6 TREATED POSTS
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT IS COMPLETE. MATERIAL � 24 FOOTING fm'} 6' o/c
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF HOSE ON His IDAPOPAWDUCTILE IRON PIPE C-900
TYPIIAAL 60 ROAD CROSS-SECTION »
Z C:: Z
PLAN PROVE TO BE LESS EFFECTIVE. GRAVELLED -
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. �ry NTS *ROADS FOR DETAIL 2«x6" CAP
CONSTRUCTION, ION CE PIPE BEDDING DETAIL WHITE HERON ROAD
ALL PERMANENT. MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. NTS -- POLITE PLEASANT DRIVE TOE OF SLOPE � w
MAINTENANCE REQUIREMENTS BELLEFONTAINE ROAD
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING z
SiTE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. A A 24• 1�«L 4•�• �•l, M RRIER PIPE 1-wr �..�
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ! 24 MiN. 5 MIN. V
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT iN NO CASE LESS THAN ° 12" 12` 60' RIGHT -OF- Y 2•xg•
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL A A
PRACTICES AS DESIGNED. SHE'D ' SHE'D WW
_ T3. SEDIMENT TRAPS WIi L BE CLEANED WHEN SEDIMENT ACCUMULATES TO 1/2 THE ORIGINAL DEPTH. _ }II= _ , « ,0 INMMN STUN V )
MAINTENANCE IS REQUIRED ON THE ROCK FILTER WHEN iT GETS CLOGGED OR NO LONGER DRAINS o L >` 5"-0' 22 -0 B-B 5 -0 ' I f
AS DESIGNED.tD 2:1 SLOPE 2:1 SLOPE NTS
SEE API _ _ « « MASONRY it-8-1 z
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION t � � _• -_ - �'` ASING PIPE E�
III-! 11=► I I-1 ),I i L+ITT={ I(=1 I i= 1 4 FT SECTION
WHEN IT BECOMES ABOUT X}.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE z - _
REPAIRED AS NECESSARY TO MAINTAIN A WRIER. « - - a . - 0 1 8'
AM
5. ALL SEEDED Will BE FERTILIZED, RESEEDEDAS NECESSARY, AND MULCH ACCORDING _ � PUN STONE BASE M � - - 8 ABC STONE BASE �i��FFLE DETAIL
DE SE VEGETATIVE
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, FA�tIC ♦� �-v 7Trt� �-T 1-1/2« 9.5A NCDOT ASPHALT EXISTING PA"°�°�T DETAIL FOR $ORX t�l'NDER STATE ROAD (NMOT APPROM 11/00) 1-�
DENSE VEGETATIVE COVER. WPM 100 x OR V LLE i GU GUTMR R DG I AIL. PROPOSED PROPOSED 1/47 PER FOOT NTS
ENERGY DI EW�AL) NM WATER MAIN SEE DETAIL SON. SEWER 4� MAX. >� VARIES 6' OR 8' � i----i
IPATOR TYPIM 609 ROAD CROSS-SECTION --1:1 APE PIPE s�zE WALL TMlaarESs
J] - / s • STEM OR WOOD POST
NTS *ROADS FOR DETAIL il� Emmq i=4
4 '�2 3 .
i ARE
FAer
�.� � v i C� 2" 9.5A (NCDOT) WHIT NTE� �-- C] =PROPOSED APt lox. AcsC TYPE s ]2.5 C AT AN AVERAGE RATE OF 224 ALBS PER SQ. YD. 11r .25W ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH -Mai• ]a_1/2 GA• o FILTER FABRIC
I 5» B25.OB (NCDOT) BELLEFONTAINE ROAD_D1 - PROPOSED APPROX. 2 ACSI TYPE 1 19.0 C AT AN AVERAGE RATE OF 228 LEIS PER SO. YD. �» .25Cr LINE IN CUT SECTIONS. 5 BEYOND THE TOE OF SLOPE IN I�+�� WIC„ 2 •
' F��F G � NG �T�LF NEEWM P OUTS CCOURT J] = PROPosm 6- AGGREGATE BASE COURSE. 24' •2gp» FILL SECTIONS AND 10' BEYOND EDGE OF PAVEMENT IN I
SEEDING MIXTURE 4 CU. FT. GRAVEL VALVE BOX NOTE L to �+. 312� SECTIONS WITH NO DITCH OR FILL. � O
��^� OR CR. STONE CONC. APRON 1. PAINT' STRIPING SHALL BE DONE BY CONTRACTOR TO NCOOT STANDARDS � �
jeem
Ze I(t rain)edezo (Kobe in 120 24'+ OR 50. so' RIGHT OF -WAY "SUPEI�PAVE' WIDENING SECTION 36 .315 _ � ANCHOR FAQ SKIRT -� oho
AS DIRECTED BY ENGINEER
Piedmont and coastal Plain, pl,
� i � FINISH GRADE � � � � � NTS •� M
Korean in Mountains) 50 � I I� .
fib isspedsza when duration of SHL D SHL D 8
Omit annual temporary is not to extend NOTE- PA � SECTION EAY VARY - - -
D NDING UPON FIELD CONDITIONS. 5'-0 1 « 4'-O" G-G 12" 5'-0" Z Cd
SEEDING DATES: CONTRACTOR SHALL COORDINATE 2:1 SLOPE 2:1 SLOPE Li
�,,..�
w tawNl:R & GEOTECHNICAL
NOTES:
WEER TO DETERMINE 1 4 FT 1 4 FT 1. FENCE FABRIC SHALL BE A MIN. OF 32 IN WI TH AND
Piedmont
inns -Above 2500 ft: Feb. t5-Noy 15 " " �iQ _ O SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY O
Below 2500 tt: Feb. 1-May 1 ACTUAL PAVEMENT SECTION. 1'-0' / / --� _L_y ',y �
Piedmont -Jan. 1-May 1 MIN. Z _ +�`
Coastal Plain - Dec. 1 Apr. ]5 M '- O
= - a - .. • - , • • �� � SPACING.
PAVEMENT WIDENING SECTION __ - - 2. FABRIC SHALL BE FOR ERwlo�, CONTROL MIN. OF ;-!
NIS
SOIL AMENDMENTS
« ( t 36 IN WIDTH. FABRIC SHALL BE FASTENED cd
8 ABC STONE BASE < a M PROPOSED 1-1 /2" 9.5A NCDOT ASPHALT � 61 I ADEQUATELY To THE WIRE FABRIC As DIRECTED BY THE
Follow of =a tests ar o 2,000 b OCre -
(( ENGINEER.
pply / I- WATER MAIN PROPOSED
Rural limestone and 750 b/oars ,0-10-10 IerbTizer. _ • �
a s GATE VALVE SEE DETAIL SAN. SEWER
<- 3• ' - EDGE ca PAvfrrhT SELF -FASTENER STEEL ANGLE TYPE. O c J
SPRING SUMMER _ i---I _ - TYPICAL fi0 ROAD CROSS-SECTION VARIABLE R 3. STEEL POST SHALL BE 5'-O' IN HEIGHT AND BE OF THE
MULCH BOLT END AROUND HYDRANT R OZ z 4. TQ� IN DIAMETER. WIRE FABRIC D POST SHALL BE A MIN. OF SHALL IN BE HFASiENED ~� •+-)
BOOT AS SHOWN. NTS *ROADS FOR DETAIL ' = TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
20 RADIUS �S VARIES 5' » � U) �
AND V
zi
APPLY 4,000 LB/ACRE STRAW. ANCHOR STR/1W BY TACKING WITH ASPEYiLT, NETT>HG,
PERMANENT GRASSING DETAIL • - - � � 1 1 2 LONG I
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT GN BE SEEDING MD( URE �_ �� GLEN ELLEN ROAD 20' RADIUS tr MEN. / 0 I
USED AS A MULCH ANCHORING TOOL 2'-0" MIN. CONC. BI�IONG. POUR FAYEWOOD ROAD w �Z a ♦ Z C9
JESM' {'�'`��'"'' AGAINST 50 GROUND UNDISTURBED JACOB MOTT DRIVE 0 �0 ASPHALT PAVEME a T�MPOF i SILT FENCE +' (0 W
MA `fir ,I ONCE ETER BO 0-o NTS ^ ' �`' w
0��\I ���.�\�r'11�LG�iFA i�. I�A .� � �-
Refertiltm if growth is not fu�Y odaquaie rofert ze and match srl- COMMON BERMUQAGRASs 10 Boxes _
med'wtery falowing erosion ar other T`�AIL FESCUE M MILLET '50 NTS 2' B- � � 1 � I 1- � � _ 3 � $�„0 t,- t� -N-� � I Q z
TREATED ' 11- - T 3t p 5' 11- I a -Q e--I
TEMPORARY SUMMER GRASSING DETAIL SEEDING i TIMBER�, E _ �, I- (U
1. WHERE A NEAT APPEARANCE IS DEED, OMIT SONCEA. , _ r-F Fr
- LNG MIXtURE 2. USE c:or,I�NOHN � ONLY ON ISaLATm sNTT:s WHERE IT cauNNOT BE- a ,� „ SWALE No. 1= 0.34' MIN.
COME A PEST. BERMUQAGRASS MAY BE REPLACED W nj 5 b/acne CgffEDOf,(illSS,
RON
ME=.��L�� LANDSCAPEzG8"N MILLET 40 TIMBER- $% C.I. Box Q WATER MAiN SWALE No. 2- 1.41' MIN. 0 o
& COVER MAx. 46 TYPICAL BORE PIT LOCATION
LONG SWEEP CORPORATION STO SWALE No. 3= 1.25' MIN. r•-N O N
o AS REQ'D TO REACH ' ' E =r-c SWALE No. 4= 1.04' MIN.
N THE PIEDMONT AND MOUwTMNS, A SMAtt SHED SASS tMY BE •t OPTIMUM DEPTH
30 RADIUS 30 RADIUS - STANDARD WATER SERVICE DETAIL
APRI. ] - JtLY 15 SEEDING DATES 8 AIR LOGE OF PAVEMENT ' rl ' � � (o
SItBSTTRJtED AT A RATE OF 50 t.BjACRE. � . � a: o
o a � � � ROAo SWALE No. 5 i .a7 MIN.
8 _ N " QI w
SEEDING NOTES SOIL AMENDMENTS C.I. eox v VARIABLE SLOPE 4V Box TOP cAa GRASS
MOUNTAINS -MAY 15-AUG. 15 APPLY tAAE AND z COVERii'� a 1.51E MINIMUM ;a t _ .,_ T � �
FEIMIZER ACCORDING TO SOL TEST$ OR APPLY 3.000 b/me 5 NIPPLE PER COUNTY � t r/ � ( E {/q[� pp�NTS
PIEDMONT L MAY PR. 1 ' 15 GROUND AG`RK;ULIURE WESiODE AND 500 lb/acre 10-10-10 FFRRIZER. z READS COMBINATION COVER. TOP BE USN PAVED OTHER OTH i OUT OpR
COASTAL PLAN -APR. 15-AUG. 15 (OMBtNAT10�i cs F
Mox SWEEP SHALL, BE MAINTAINED UNLESS WITH STREETSA'ft ASS g TRAFFIC.
R ID .TOP � s ON AS 2X4 Woof: FWM
SOIL AMENDMENTS BENDS AS REQ'o SECTION THRU BORE PIT LOCATION RESiDENTUAL 3 »_ E dM �% WaOD OR sTEa swcE Q
RTA UNPAVED ROADS PROVIDE N�BRIc
7 1S
MULCH TYPICAL FAR SIDE �R,•-�- � 4 . �
MUM �MMEIB.lAT10NS OF SM TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICUL- NIPPLE PER COUNTY
TURN. LIMESTONE AND 750 LB/ACE 10-10-10 I MILIZER. APPLY 4,00E b ocre tXtllw S!W►WOR WMALENT COVER OF ANOTHER SUITABLE �(M,E REQUIREMENTS M�l� �
p/� lAtraNT '.CtECIlEE (Fr.) •A7- MWN=JM• MTANCE PRW TW EDGE OF PAVEMENT (EPJ is UM i €�
MULCH. eY TAIx(gNG WITH ASPHIAlT, ROVING. OR SETTING OR er CRYPING """1N As REQ'D _Sews �.R S�`.I.iLE DETAIL
wtM A MUI;Ft ANCHORING TOOL. A Disk WITH BLADES SET NEARLY siRAiGHr CAN BE FRAtE Nt
USED AS A MULCH ANiliililNG TOOL.8AS@ oN 7l0 oEPTfr of f'fT ('0•} At�.eY A RAix! OF A i_t
A S e 7 8 9 f0 t i 42 S OPAL Fpt1Ow 5Af6FY REOtf fS @Y E. QFF OPErt ; = _' : a T = r' -! • . • r _ x
MULCH TypifAL0 ROAD PLAN D 3 6 S o ,o z, ,z RNT AND vxtRKaYC AREA.
CONCRETE `Co- a - = _ _ I �1 w ,TF�
N ADJUSTMENT '�- >�
NOTE: MINIMUM 3 FEET' of COVER 10'-0"f 5'-0"f VARIES 2'-0" .-
APPLY 4.000 LB//ACRE STRAW. ANg10R SiRIWII BY TAdUNG WITH ASPHW.T, NETTING, SHALL BE MAINTAINED UNLESS
OR A MULCH AIIE:HIORNNG TOOL. A DESK WITH BLADES SET NEARLY STWIGHt CAN BE ��
DUCT6tF IRON PIPE IS USED. NTS < . 24 MIN. ���� ^� SEDIMENT
DRtiL'_\\ i 11
tiSm AS A MUCH ANCHORING Tt)01.. '�/� /� NEAR
_ CXHVCRETE SPACERS FOR �......, w/�►
REFERtIlZE THE FOtiOMNNG APRL WITH 50 b acro NTROtETi. REPEAT As GROWTH 1 1 i"�VAL N�: (� SIDE STREET WATER MAIN VARIES a MH ADJUSTMENT TO t;H?ADE BURIED \\� C�O
MAINTENANCE DESIRED, OMIT sETiICEA AND MOW As OFTEN As NEEDED. MARKED: SANITARY SEWER OR 8
AS DIRECTED N1Y ENONEER ('i /
REQUIRES. MAY BE MOWED ONLY ONCE A WHERE A NEW APPEARANCE IS 3 47
W OZ 4 ~ _ '\® TOSS (• • ' l/ ,j
SE�iER SERVICE DETAIL REFERMJZE IF GROWN IS INOr FULLY ADEQUATE RESEED. AND MUM IM- VALVE � « STORM DRAIN AS REQWRED
MEDIATEI.Y FOLLOWNG EP40S N OR OTM Di4MAGE. U
NTS RING ADN COVER CONTACT REINFORCING PRECAST • .
= p � ECCENTRIC TOP `' � • -
FALL --WIC » S E A L
6 15 16 `� O AS NO a _
ON RING.
PERMANENT GRASSING DETAIL TREATED LANDSCAPES Mjr,
T
iMBER " " TOP of COVER o o » 4 SCTioNs 17374
48 DIAMETER STD. PRE -CAST MANHOLE •= .
TEMPORARY FALL GRASSING DETAIL SEEDING MpI►TURE M FINISHED « 18 x 6 CONC. PAD ARO D B X A A ;F OWN �R 5 MIN. WALL THICKNESS 4 woon F
d- 778
A ^-� Q71NED SURFACE ¢ O o o � C FQR 4» DiA. BARREL � �
SEEDING MIXtURE RATE Lllb/eeti 7 3 1 s" `r 3 _ : - COVER 6 MIN. WALL THICKNESS �/ •' .: ; I C '••�
r� �..�� TALL OF Two OR j / _ FOR 5« �►. BARREL etx�n FAeatc staRr rig a • - .... • ���
AMWL�p N SF�
-E■r�a THREE 9IIPRbVED vPARlET6j 2ott P 27 " � '�' iBY'f 11HI�LANT _ � � O � \
Rye (grain) 120 ( ) 25 .� . , i, i, TELESCOPIC 2 () 5' TYPS. N I �''" _ _ / � 11 i 11111 \\
" 11 1 /2" VAVLE BOX •
SEEDING NOTES SEEDING DATES AIR -� NOTE: Q 4, " 2 LIFTING BARS W NaN-SHRi NG G «
JM#JW - APRIL GAP = 1. BOX EQUIVALENT TO z I � 24 � ! 1 PER
MOUNTAINS - AUG. 15-DEC. 15 AUGUST - DEC g " 00 ENNIS ENTERPRLSES N r 1 o FOOT ,
DATE 02-18-05
COI PLAN and PIEDMONT' - AUG. 15-DEC 30 p M N0. EEVB_00I isSOIL AMENDMENTS ar 2. STD. WEIGHT 30 tBS. 6" M.J. GATE VALVE 7 C F% » '� a °�-
SOIL AMENDMENTS APPLY LIME AND FERtILiZER ACCORDING TO SOL TESTS, OR APPLY 3AO0-5,000 b/acre M 1 » CR��H{Ep � `„� 26r 4 " } T (MANUFACTURERS) _ p�PE � o✓ a- » ��
POURED IN PLACE T NE 1.ffFOR
.S FOUNDRY & MFG. CORP. MAP MINIMUM 8 STONE DESIGN PGT
GROUND SAL LhtESTOHEFpO LJSE 1tfE LONER RATE ON 5AHDY SOLS) AND to 4 PIPE CONC. BLOCK _ « uSF 710 RING & DP -SSG COVER �ao"o� M z M oUnvoa B DRAWN J LR
FOLLOW SOL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 1,000 b/acro 1O-]0-tO * ' 31 NON -PAVED AREAS) 300000 00000c EDDING FO{1NIaATWN 1. AS S1RNfL tIC F71IflK'.. USE A PERMtIt SFEEt OF NYLON. 5. 70 PROVIDE W $1 STIIAROU 10 HE NSTALUtYHE FV WITH
LIMESTONE AND 1.000 LB%ACRE']Q-1O-10 FERTTIJZER. = 4"-45' BEND r o : - oc PtTLVES_M OR YARN-OCtRiI SERENIitH ac4-NCI! W000 S7PoP3 AROUND 7HE CI T OF tiE GNERFLOW
�---'� 34 2. EAST JORDAN IRON WORKS INC. oc �i$��. iNCN MN. 7FNT OONGINS UL7RAlVK LET WAY AREA AT A MWON OF 1.5 FF ABGYE 13E DROP INUM CRES[
d " " "� °o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0000 �IR Ii1RD AND II IC SHOD D BE SIIFTadQNtLY
MULCH w 8 NIPPLE & 2-3/4 0 TIE RODS PRODUCT 2D2701 o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ago c POROUS Tp PROVIrIE AppptyA7E oRAIwAOE of NNE TEMPaWATrlr e• PLACE THE BO MM 12 NCNE.S' OF 7HE IN= N A a
0\-6
_o o_o_o 0_0_0_0_0_0_0_0_ _o_o_o_o_a_o_o_a_o_o o � ,MAY U5� FOR ONWI.L THE TF17M WITH AT LEAST 4 DOM OF
MULCH GLUED CAP"� PIPE SEDIMENT -`
APPLY 4,000 b/ac» GRIN SOW OR ETiUWMW COVER OF MOM SUTABLE 3' MIN. LENG POURED IN PLACE R �� APPUCIATIONS. IT t BE RFPLAr�D EVERY 60 DAYS. OR 12 NCNB OF COMPACTED SOIL. �
Wt1Zi. ANCHIOR STRI1W BY TACKING MATH ASPN1W, OR MELTING OR BY CRIMP- CONC. BLOCK MINIMUM WEIGHTS: RUBBER GASKET 2. CUT FABRIC FROM A DNS ROIL TO ATE JOINTS. 7. FASTEIN FABRIC SEiNlRO.Y To THE STAKES , � V BE ��
APPLY 4,000 STRAW: ANCHOR STRAW 8Y TACKING WITH ASPHALT, NETTING, ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY SnMIGHT CAN RING - 190 ALBS. 8" MIN. " 3. FOR 51AtfE'S. USE 2�c4-INCtt W000(�jOR 1=gtJngYEtNI OVERLAPPED 70 THE NEXT STAKE. 1 , V = w
OR A MULCH TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL BE USED AS A MULCH ANCHORING TOOL 2-3/4 0 TIE RODS COVER - 120 LBS. 6 EXTENDED UP
MONOUTHICALLY CAST I�Eau. wmt A t, NSAIUM iEwctN OF 3 F•r S. IM 7W of THE FRI AND FMW M I wEtl. L.
NOTES: EMIW
1. DO NOT BLOCK HYDRANT DRAIN w/BLOCKING. SECTION A -A BASE SECTION EXTENDED nA NOT } 4 3I%CE STAKES EVENLY AROUND THE PENIMEM of THE OW ELE1a►TION DOWNSLOPE FROM THE DROP 10 _ " �F FROM
4" WYE 2. COAT TIE RODS & NUTS w1COAL TAR EPDXY. REQUIRED FOR HOLES < 8 DEEP A MtIOU�ItI1N 3 ANr. AND SEIGUR�I.Y ORNE INTO BYPilSSINB THE INLET. R MAY 8E lAR1f BUILD A 11lIPORARY
MNNTENANCE 3. DO NOT SUPPORT VALVE OX DIRECTLY ON VALVE. TINE GROUND: APPR67aMAiEtlr 18 111 DEEP. D ON THE DDtrnIwAPE SIDE of THE
g.
STANDARD CLIEANO!!T TYPICAL WATERLINE & I-CYDRAN-I- CROSS SECTIONS THOLE FIFANIE AND COVER 4g"t STANDARD MANHOLE w .
Re % and retertiiize aroma Immediately. topdross with 5o Ib/«x+e FERnuiE ACCORDING TI) sat TESTS at APPLY 4o b/acne Ham!! w JANLwNY SHEET 3 0 F 1 3
of nitrogen in March. If�necasdoey I extend r cover OR FEBRIAW. 40 b w SEPI MBER AND 40 b IN TNOVEfA� MM A 12-4-8, NTS ,lone 15, overseed with 50 Ib/acne Kobe ,T�moni and Com Pr�n 16-4-% OR SYLAR TURF FERTIJZER. lOIOID FTRnL1�ER APPLICATIONS DURING NTS NTS NTS
NTS
DATE I TE
or Koroon (Mountains) ie:Nledezo hl late Febnwry or early March. W M WEATHM AS THIS INGWA TES STIWD Li06SE5 TO DISEASE , FERiItZE,
A � DAMAGED ARM MEDIALLY. MOW Trf A HEIGHT OF 2.5-3.5 wCiNES
AS 03060
OV 2 3 2011.

GALV. BAR GRATING — 1 " x 1 /8"" BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-1 /4 x 1-1 /4 x1 /4 GALVANIZED
ANGLE FRAME.
OVERFLOW TO
JUNCTION BOX
ELEV. 11.75
OVERFLOW FROM SDMH No. 25
- -' 32 - --- ---
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
-�— �—
- STORMWATER RUNOFF DIRECTION
LIMITS OF DISTURBANCE
TSF_ _ _ _ _ _
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SITE WOK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING _ REVISIONS
CONDTIQNS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. x PA FOR PIPE NA
s2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES `AND VEGETATION WITHIN LIMITS D. m • _ 2 SPILLWAY ©' Desch LionA m A A= A Date P OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. PI* A I �o -36" 1 -36"3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 42"VEGETATION, DEBRiSS, EXISTING -STRUCTURES ABOVE ' AND BELOW_GRADE, ORGANIC �Q 16' WEIR 8" WEIRMATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 26" WEIRo3 Ftow
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH .OWNER AND THEIR GEOTECHNICAL _ vw » " "LO
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. " ,-
tSE rDMR It 2CH
5. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE L a ° Z ARD INLETS A
REMOVED FROM SITE AND DISPOSED OF IN.A PROPERLY PERMITTED FACILITY. 2" D G _ CONIC. COLLAR '� UNDISTURBED
N OT TD N0. OS. MWEL CH-BN-2001 GALY BAR G1ttl►TMKi 1 x 1/� BEARINts` FASTEtt war! GAIV. BAR GRATING - 1` x 1 �A�i F WITH
6. FILL AND COMPACTION SHOULD COMPLY WI H 'GEOTECHNICAL REPORT. „ .15. 0 RUI
TYPE J CLIP& ATTACH 70 1-i 4` x f-f 4 x1� 4` GAI.VA TYPE J CUPS. ATTACH TO f-i �4"` x i-1 4 •4��VAMZEQ SUMP CHANNEL BOTTOM
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED GALv BAR cw►tlNc - 1 x 1 s ;B is t ARs. F"asrEN r H �ROV QuAL ASPHALT PAVEMENT Fwu MORTAR Fl� �ro 70P O�ourt�r srnuRR MoarAR Fwl� pro TOP ol�cxnl�� stRuCiuRE BOTTOM
TYPE J CUPS. ATTACH iO 1- /4 x f-i `4 x1 4 GALVANIZED A ATTACH GALVANIZED WIRE A F� WEIR. AT�AGH GALVAWIZED WIRE
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND Np E n!!M ! °ro TOP oa Q1 CLOTH SMALL DIAMETERCLOTH SMALL CROSS SECTION
AND FN� 1N� ATTACH GALVANIZED WIRE GRO 3 ORIFICE (8 MESH .020 3 ORIFICE�8 MESH .021) WI E)
FILL QUANTITIES AND COMPLETE INSTALLATION TO 'SPECIFIED GRADES. 3 CWTH o�qt SMAtt. Dr,�MEr�R ELEV. VARIES 1�oP 4F BANK -j ,�I TOP OF_BANit � --� TIE} ,
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE ' BANK -� ORIFRCE 8 MR H .020 WIRE? » » EL 13. _ OP OF BOX 12. CONC. '-0" �'° i 6' OF BOX 15. W
EL 14. » ASPHALT PAVEMENT
PROPERLY PERMITTED FACILITY AS REQUIRED. 42 RCP _ _ P OF BOX 12. FLOOD POOL 9.5 FL POOL. 13.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL PRE -CAST CONC.- 36" = d 4 El". VARIES gg"?CIO
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS FLAOD POOL 10.
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE FLOW '
EASEMENTS, THE CONTRACTOR- SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 4` POOL 8.0 ' 2' ' 3 " CEMENT I POOL 12• -
THEIR INTENT TO EXCAVATE, INVITING, NOT LESS THAN 10 DAYS PRIOR TO ExcAVATING. I INV: 9.0 POOL 9.0 = i = BRICK MASONRY P CASING t I
..w :
10. THE CONTRACTOR SHALL BE RESPONSIBLE. TO :COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION ' OF ALL EXISTING UTILITIES WITH I 3 3000 PSI CONC.-- 4 TL= MPORARY Fl.OW TEMPORARY STONE SECTION A -A
APPROPRIATE PERSONNEL. 47TEMPORARY GRAVEL 4' > GRAVEL
11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB SURVEYING AND SUPPLIED BY THE OWNER. GRAVEL 4 4'-no FILTER 1•sr 4'-0"-, ;L FILTER TEMPORARY SEDIMENT TRAP TABLE
12. THE CONTRACTOR SHALL FIELD VERIFY ALL. DIMENSIONS AT THE SITE. FURTHERMORE' ,�,L 4'-1l� FILTER g P FOR PIpE ` '�'''
ONTAT{ON & SIZES BOTTOM 8.a 3000 PSI CONIC. : = - - _ ' �E)06_0 NQ AREA IRE PItXm L W p
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER , BOTTOM 2.0 �` %� 0D » r A (ACRES) VOLUME ( VOLUME (CF)
PRIOR TO INSTALLATION. - A 1 0.25 171.5 30 450 600 20' 15' 2'
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT ! '
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. � t ugm�� ME SRW � D �� � WM 7434» Pw WM CURB t NLET Q ETAI L � � �,� H &2 4.13 2 360 2400 7200 50 60 3
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
AT FINAL GRADE. N75 NTS NT5 vI` I NTS 3 3.44 2360 2400 6192 7200 40' 60' 3'
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. 4 2.88 1977.6 2000 5184 6000 50' 40' 3'
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY DROP INLET. DUAL 5 3.73 2561.3 2600 6714 7800 40' 65' 3'
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 6' 6'in 6' SEE PLAN SHEET FOR ��
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT NOTES:
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT EL 14.0 EL 13.3 EL. 16.5 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. FLOOD POOL EL 10.0 FLOOD POOL EL 9.5 FLOOD POOL EL 13.5 SUMP SECONDLY
2. SEDIMENT TRAP HEIGHT TO �?TTOM OF SPILLWAY
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT WILL BE NO LESS THAN TWO FEET:
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE 3. SPILLWAY DEPTH SHALL BE ONE FOOT.
►
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. NORMAL POOL NORMAL POOL EL 9.0 NORMAL. POOL NORMAL POOL EL 8.0 NORMAL POOL NORMAL POOL EL 12.0 4. STONE FACE SHOULD BE NO LESS THAN s INCHES
MEASURED PERPENDICULARLY FROM THE FADE
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS iII WITH RUBBER GASKETED JOINTS EL 7.0 EL. 12.0 EL 1.0 OF THE LARGE STONE.
EL 9.0 EL. 8.0 EL. 8.0 1 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
AND INSTALLED'. IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 1� 1L^ � 1 6 ,Soo CF of SEDIMENT sTORACE.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 1 6 1 6 s. 1800H OF SEDIMENT T SUMP WILL CHECICED AFTER EACH
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 3 3 FOREBAY 3 STORM AND CLEANED AS NECESSARY (MiN. ONCE EACH 6 MONTHS).
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR 1 FOREBAY MAIN POOL 1 FOREBAY MAIN POOL 1 MAIN POOL 7. REMovAL of SEQIMENT TRAP WILL BE DONE IN SUCH A WAY
NIGHT REFLECTING. BOTTOM EL 6.0 BOTTOM EL. 5.0 BOTTOM EL 9.Q As TO LIMIT SSE
ATtON.
20. DUCTILE IRON SHALL,, BE CLASS 50. 3 1 3 1 3 1
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE 3 BOTTOM * 3 BOTTOM * i c 0 DANCE 3 BOTTOM TEM ORARY S ED i M ENT TRAM DETAIL
STRENGTH OF 3000 PSI D 28 DAYS -AIR ENTRAINED. * POND SLOPE TO BE SEEDED IN ACCORDANCE EL 3.0 POND SLOPE TO BE SEEDED IN ACCORDANCE EL, 2,p POND SLOPE TO BE SEEDED N A C R EL 6.Q NTS
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICATIONS
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE * 6.1 VEGiTATED SHELF TO BE PLANTED * 6:1 VEGiTATED SHELF TO BE PLANTED * 6:1 VEGITATED SHELF TO BE PLANTED
PAID FOR BY THE CONTRACTOR. WITH WETLAND SPECIES I.E.OMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE I--f
SQUARE, DUCKWEED-, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, �I
SEDGES, SMARTWEED,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY
CONSTRUCTION SEQUENCE c •
1 EVERY RUNOPE FF 3RFIH FEET (1LOPE SHALL VERTICAL TOE3CEED A RISE HORIZONTAL). R FAIL OF ONE FOOT FORDETENTION PO J1 & FOREBAY D I GNTION. POND #3 �` OREBAY SEOON
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
NTS 2"x6' TREATED LAP TOP ELEV 13.5-­.,
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. NTS NTS TOR 19-5
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
_ {2) TREATED 2"x6"
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. PIPE ZONE
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING 6` O.D. 6, 60' iG -OF- AY [-24' A =t
CONSTRUCTION. _ 1"x6" TREATED T&G SLATS
MIN
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAiN. ' SHE'D SHL'D
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. _
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN �- - 5'-0 '- " - 1 " 5'-0' (2} TREATED 2"x6'
01
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER 2:1 SLOPE 2:1 SLOPE
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
3" MIN. 1 4" FT
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT As SILT TRAPS 'k, CUSS 1, 2 OR 3_1/4!*/Fr _ _.,Al / eOTtoM 6.0
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM = TYPGALYE CUPS. ATct - f' x t $• e�AR�iG/ BARS. FASTEN wltH
CLASS 1 � 2 � _ O•D M � • :-- p- ' : ' - - •� - - � ANGf.E FRAM AMORTAR FRAME ATOP sOls 4' xf 4S7RUCiU�
ENTERING STORM DRAIN PIPING. » AND FACE OF WEIR.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. ( wT = -=� " MINI. 8 ABC STONE BASE 3 DITCH ROAD ..j
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS 6 i 1-1/2- 9.5A NCDOT ASPHALT TOP OF BANK 0
15 DAYS AFTER DISTURBANCE. 2` 3` I I-I1 I i f i H____� PROPOSED PROPOSED EX. 1 TIP OF BOX 16.75 SHOULDERS 0
SOON AS POSSIBLE BUT NO LATER THAN COARSE At3GREGAIE 1� i I� i i� I I.I I� I C � � WATER MAIN SEE DETAIL SAN. SEWER SHOULDERS 18 z18"x36' CONCRETE 6»x6' TREATED POSTS
ALL SLOPED AREAS TO BE SEEDED S LATER THAN 15 DAYS. TYPICAL 60' ROAD CROSS-SECTION 24" FOOTING (IYP) g' O/C Z
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT IS -COMPLETE. ��-
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS R „ � DUCTILE IRON PiPE/C-900
PLAN PROVE TO BE LESS EFFECTIVE. c
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. CONSTRtJCMO ENTRANCE NTS *ROADS ITE FHERON ROAD 2 x6" CAP
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. PIPE BEDDtN QETAIL DRIVE TOE OF SLOPE w
�Et.L�EF'(SN'TAt�ROAD 3 � I 2'�'
MAINTENANCE REQUIREMENTS
TO PREVENT MUD OR SEDIMENT FROM LEAVING
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED k =
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. A A 2e �'L 4'-p" L8"], t° .......�. TIER PIPE 1"xg"
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND - 24" MIN. ill
5.0 MIN.
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN 12" 12" 60' RIGHT -OF - W Y 2'x6"
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL SECTION. A _ A
PRACTICES AS DESIGNED. SHE' SHE'Dffloslum -
3. SEDIMENT TRAPS WILL BE CLEANED WHEN SEDIMENT ACCUMULATES TO 1/2 THE ORIGINAL DEPTH. _ �_ _ �_030 Ii• au I 1 1 1
MAINTENANCE iS REQUIRED ON THE ROCK FILTER WHEN IT GETS CLOGGED OR NO LONGER DRAINS c 111 5 0 - B 2.1 SLOPE WIT
m I 2:1 SLOPE z r is1.4
-
AS DESIGNED. z
PLM--_ T T _ - ASING.
III THE SEDIMENT E AND INLET PROTECTION r i _ _ -t I I_i 11_ - _ 1 4 FT 1 4 FT
4. SEDIMENT WILL BE REMOVED M BEHIND III-t i i 1 I I ! 1 ! I I �I I i .._.�----/--L•--- �;e� ��n(��j
T' FENCE
��i i obl
THE z
WHEN IT BECOMES i.tT' R�.S FEE
. AT THE II{:E. Sty
_ 1F
BARRIER. 8 ABC M � _ . a - _ . - . _ -. - s1�ot>LLir:R
REPAIRED AS NECESSARY TO MAINTAIN A t
PLAN STONE BASE . -
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 8 ABC STONE BASE_V
Fif LC DETAIL E-4
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, FABRIC ev r�'r 1-1/2- 9.5A NCDOT ASPHALT EXISTING PAS » ��� FOR $�R�i �I�iR STATE ROAD (NCDOT "PRO 11/00)
DENSE VEGETATIVE COVER.►- t�IRAFl too x V��Ll�G i GU II i cR DETAIL PEED PRflPt?SED 1/4 t7t FOOT ..... NTS
0 EQRJAL�} NTS WATER MAIN SEE L1EiAIL SAN. N& 47 MAX. »R!a V� 6' OR 8'
ENERGY QIS`SIPATO ' n1 --,:f SLOPE PIPE SIZE WALL THICMESSNTS ENTYPICAL so C Q
II J1 4 - 12 3/4 .1w WTEEt. oR WOOD POST
NTS *ROADS FOR DETAIL d -` 16" ,2W WIRE FAQ •
» POINTE R(}YALE COURT. ct = PItOPos`Ev APPROX. �``ACSC TYPE S f2.5 C AT AN AVERAGE RATE OF 224 u3s PER SQ. YD. 1�' 250' ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH _ FILTER FABRIC
2 9.5A {NCDOT) WHITE HERON ROAD NMIN . f2-1f2 GA. o
LATE W� EA„YBEL LEFONTAINE RO_ Di - PROPOSED APPROX. 2` ACSI TYPE 1 19.0 C AT AN AVERAGE RATE OF 228 LBS PER SIX YD. 2W .22W LINE IN CUT SECTIONS. 5' BEYOND THE TOE OF SLOPE IN IN7ERMEDUt7E WIRES � •
/-5- 825.08 (NCDOT) CUMBERLAND COURT s
J1 = PROPOSED �' ►TE LASE COURSE. • FILL SECTIONS AND 10 BEYOND EDGE OF PAVEMENT IN a
SEEa � G�GISSIi�G ��- NEW PLYMouTH c�uFrT Nam. � C� 24 •230" SECTIONS LATH NO DITCH OR FILL. � O
IRE4 CU. FT. GRAVEL VALVE BOX 1. PAINT STRIPS SHALL IE: DONE BY CONTRACTOR 70 NCDOT 3V .3 2
OR CR. STONE
in=.RM CONC. APRON141
Rye ( rain) 120 24't OR 50. SUPERPAVE60' RIGHT :0E-WAY ' ' 4W ..5w 6 ANCHOR F SKIRT co
g
Annual teswezo (Kobe in FINISH GRADE NTS i AS DIRECTED BY ENGINEER
i'
Piedmont and CoaeNta! Plain,
Korean in Mountains) 50 f 1 ::.• SHE'D SHE'D
Orrdt rfwd lespedeza when duration of temporary carer b not to eaderid RNO FlELd COco
beyorid NOTE: N tNGSU N Y NDITIONS. '-I '- " G- 1 " 5'-O'Li
ACTOR SHALL COORDINATE 2:1 SLOPE--"I2:1 SLOPE►. j
SEEDING DATES: w/OWNER do GEOTECHNICAL d' NOTES -
SEEDING
-Above 2500 tt: Feb. f5-ittty f5 ENGINEER TO DETERMINE i,-0. 1/4' FT 1 4" FT �' • © 1' FENCE SHALL FABRIC►MIEN SHALL A� MIN. Ras wtT1H 2g STAND
Piednwrrt _ JBelow 2M5000 ft: Feb. f May 1 ACTUAL PAVEMENT SECTION. MIN. ay I: _ : � ��J SPACING. O
Coo" Piain - Dec. 1hpr. '15 „ ° ' =--- �Z- _I � � 2• FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF `�
PAVEMENT WIDENING SE � ABC STONE BASE , �E�►�� o TM''�SHALL B � BY 7T� W � d
SOIL AMENDMENTS NTS a ' • M 1-1 2- 9.5A NCDOT ASPHALT ENGINEER.
Folarr of soI testa or 2,000 b acro �aurrd alriarl- -• : I PROPOSED ADEQUATELY
= I I 3. STEEL POst SHALL BE 5'-0" IN HEIGHT AND BE THE O
Syr WATER MAIN SEE DETAIL SAN. SEWER
turrd Rrneretone and 7$0 b/aaro 10-10-fe0 #irzer j
a. s '° : 6` GATE VALVE ! of ¢�• VARIABLE R W SELF -FASTENER STEEL ANGLE TYPE. (5 CY)
SPRtN --Sut�t R = : 3, . - G& 1�2- -ANCHOR TYPICAL 60ROADCROSS-SECTION �I I 3 CD
Z Z 4. WOOD POST SHALL BE A MIN. OF 8 IN HEIGHT AND 3 � T-N
MULCH _ BOLT END AROUND HYDRANT * G?Z TO 4' IN DIAMETER• WIRE FABRIC SHALL BE FASTENED -F-� I~ LO LO U
PERMANENT GRASSING DETAIL BOOT As SHOWN. NTS ROADS FOR DEiAiL 20' RADIUS 20' RADIUS VARIES 5 101/2 POST WITH NOT LESS THAN #9 WIRE STAOLE
0 U)
APPLY 4.000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NErMIQ. LONG 0
OR A MULCH A� TOOL A DISK WITH BLADES SET NEARLY STRN T CAN BE SEEDING M�URE GLEN ELLEN ROAD
USED AS A MULCH ANCHORING' TOO[- �2'-0" MIN. CONC. BLOCKING. POUR FAYEWOOD ROAD CL MIN. z
AGAINST UNDISTURBED JACOB MOTT ERNE o o ASPHALT PAVEME -+� �+ CO C z
jam =--' GROUND G TEMPOS SILT EENGE
MAINTENANCE LEST �/� { �/� 1 ,r,a, z ETER Bo o- NTS W �.N �`" w
RolertRizs if growth ;in not fur adequate. Reseed, refertWze and muk:h im- O0MLi0N B� f0 III F-1 I r { D03,6M 1 i i?El m •'
GERMAN MIlET 10 • I
mediatelr fallowing sraaon or other da xV& TALL FESCUNE 50 NTS 2 B�- `�` i S-.T cy `�' I - r+' U� 0 O O z
SEEDING N0� j - o:
TEMPORARY SUMMER GRASSING tt'/4iL .A
ro
SWALE No. 1= 0.34' MIN. • r-H O3
1. WHERE A NEAT NPPfAiLINC: i5 DESNlED, OW SQICFJI. a SEEDING MIXTURE 2. USE COMMON elm ONLY ON Ls0u7ED snEs WHERE T cAINNOT BE a ear- „-
C.oLE APEST: BORIAUWl6Ri1SS MAY 8E REPLACED MiRlt 5 lb/am CBM� T &' am L SWEEPONG w CORPORATION STO 5NfALE Na. 3= 1.25' MIN. c�,i
RATE (b/aerle� � aI COVER MAX. 4s TYPICALBORE PIT LOCATION
ATER MAIN SWAL.E No. 2 1.41 MIN. �"�"� � o
GERMANN MILE► +s SEEDING DATES 8. " � OPTIMI� 70 DEPTH ' 30' RADIUS 30' RADIUS '�=r � - - SWAL.E No. 4= 1.0,e MIN. '�'
0
N THE PEDMONT AND MOUNRAIS, A SWiti-STEirMIED St91DlIN6RASs WY 8E MPoL i - JiA.Y 15 � fOF F�o T STANDARD W R SERVICE DUN, ,, SWAL.E NO. 5- 1.0-f MIN. � •'� 4 � V
SU95itMED AT A RATE OF 50 LB/AtZiE. a - N -
SEEDING NOTES SOIL AMENDMENTS � •C� _�� L'i � i.i � T �%
sax ,4 IPPLE PER COUNTY MNNtr/ ac cwsr i VAC& GWS S T•
MOUNTAINS - MAY 15'-AUG. 15 APPLY UME AND FERTxQER A�COORDW 70 SOL TESL$ OR APPLY 3.000 b/aas , % RNEQtNRE1rfEMS COMBINA7i8N! COVER. TOP TO HE USH PAVED OTHER OTHER AR A'S SO PEDMONT - MAY 1-AM 15 atom AGRiCULTURE LM MIONE AND 500 b/axe 10-10-10 PETTIER.NOTE t�AlslAL PLAN -APR. 15-ALIG. f5 COMBINATION--SHUL �MA91TD _ WRTH STREEFS WALKS OR TRAFftC. TOP TO BE AS 2x4 Wod) FRAME
MAX 4T SWEEP DUCTIJ: IRON PIPE USED. RESiDENTAL A ZEhS. g�g "� NOTED ON PLANS ON wood oft Sim sTAKI:
BIDS AS RE4ro SECTION THRU BORE PIT LOCATION i�ORTA�EMENT UNPAVED ROADS PROVIDE I--,' MAW
SOIL AMENDMENTS MULCH TYPICAL. FAR SIDE
NIPPLE PER COUNTY=r . c-
MU M RECOI ATIONS OF SOIL TESTS OR APPLY 2.00D WIACRE GROUND AGRICUL- REQUIREMENTSJWCE DETAIL LAYOUT scr+EoucF t�
ANGLE IrIO UM N b'
7URAL UMEMNE AND 750 LB/ACRE 10-10-10 FER11LGER. APPLY 4,COEI W►jaxe GWIMi. StRA1NOR OOVETi t ANOTHER SUTABIJ: N USE CU TW rs DEPTH
O you n� ooc� of PAVErt�r {ts'a rs
MUR�CH• ANCHOR BY TM W WIiH ASKYLT. ROYNG. OR NEii�D OR BY CRIMPM AS REQ Dpas
� s � e � a e te� t: t2 'e�sEu a� � a� of �r reiO:ErY x tienc OF A to
WITH AMULCIiANCIMM i00LDISIc WITH BLADES SET NENiLY STRAIGFT CAN BE ! CONCRETE COLLAR °a.�° _
�+ /�9 �� faJ Ow spiv TS eY OFF CM 4 r_ . ly =MULCH . T�?
Lr/'"'tL 60 RwaD .. �._. N • ADJUSTMENT ell"
o s e 1 s a to tt �z S AFts w +c Asti d° =°
NOTE. MINIMUM 3 FEET OF COWER 10'-0"t 5'-0"t VARIES 2 -0
APPLY 4,000 LBJ/ACRE STRAIT. ANCHOR STRAW w TAcm war ASPim. NE17N0, SH L BE MAINTAINED UNLESS NTS
OR A MULCH ANCFK>FING TOOL OD"M WITH SLAM SET NEARLY STRAILMtt' CAN BE ������ DUCTILE IRON PIPE IS USED
USED AS A MULCH ANCHORING TOOL. VARIES a _ 24 MIN. --� � w �T \`\`\\\11 I 1 I i t !//�`!/
a � - ° CaNtXtEtE SPACERS FOR •�/"._.._,
e ADJUSTMENT TO GRADE �'1►T
LEE T1ITIJZE THE PDLLOMINNG APRL WITH 50 lb/acre NITROGEN. REPEAT AS tWtdRtlH (I 1 r tC& N� SIDE
STREET WATER MAIN z _ - ° MH RIED FAB=
Ay DIRIM
MAINTE?#WE DESIR D, MAY ER MOWFII ONLY ONCE A Tom. WHERE EEDE . NIA � L� � E S �� AIL
-•,.,...•, �i
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED 3 MARKED: SANITARY SEWER' OR 47
EW R E E DEC VALVE � SPERM As RiEQlNRR� � 4
"
RING ADN_ COVER -CONTACT _ REINFORCING PRECAST a � : • Y
RUERtitUZE F G'ROWTli RS NOT FRILY ADEIM7E. RESEED. REFERi .IZE AND MULCH Nri-- NTS = 00 O _ ECCENTRIC
MEDiASMY FOLLOwING'E 40M OR OTTER DAMAGE FALL -WINTER 6 15 16" O C M NG
�. a ___.-- = SEAL
PERMANENT GRASSING DE WL �' r TOP OF COVER =o �, 4s' DIAMETER STD.TIMBLANDSCAPE
t 2 _ s MANtioLE 17374 _
18"B x s" CONIC. PAD ARO TX A C
A M 1N 5 MiN. WALL THICKNESS 4 wood FRAME -�' •-
MACHINED S#R'FA#3: ¢ . O �_' 6MIN WALlICKNESS
l%o•'II�••' ,�
TEMPORARY FAtl GRASSING DETAIL SIDING MacesDIA. BARREL
M FINISHED
Nip d 7 7 8' r ��
......
SEEDING MDCiURE XL FEM (KW of 7WK1 OR ���� 7 3 16 M 4" = = ` S .� S i� ANT FOR 5' DtA. BARREL BURIm FABRIC slaRr ��i/ GE
' _& THREE IN Mar vv Ei m 200 .� � �, TELESCOPIC 2 �' :«, 5' TYP T�E �l � l I t t 11111 \\\
e rain 120 R� ( } " VAVLE BOX (2) UFANG BARS cn y _
RY (S ) �A C���
SEEDING DATES 8» 11 1 /2 = " NfEt-SHRf iNNG Ir
_ "
AIR - � / -
AUtitbT - of ER GA P I.
E A �_ 24 _ _ t S, ENTERPRISES o Fool ° ` DATE 02-18-05
MOUNTAINS - AUG. 15-DEC.' 15 9 7 "
COASTAL PLAN and 'PIEDMONT - AUG. 15-M 30 Q M NO. E=i
L AMENDMENTS _ e --- Uj
�,
°' 2. STD. WEIGHT 30LBS. 6" M.J. GATE VA! 2 _ (wWUFACiURERS) a DESIGN PGT
7 CU. Ff.
OR APPLY 1 " POURED IN PLACE if fflPED (-` 6r + ' F 1. .S FOUNDRY & MFG. CORP.0 ,° 4
APPLY LIVE AN? FEtiTNUZFR ACCORDING 70.901E 7E.'S1$, _ 3.000-5,000 E axe Q - � : Z rh MINIMUM 8" STONE.:.. No!£5e
SOIL AMENDMENTS ` 4 PIPE CONC. BLOCK - 31 q
USF 710 RING & DP -SSG COVER �ooa°a M �0040D°a NG'FOUNDAT N 1 USE A SFEET OF !f. Tor PR0VI0E MEE0E0 70 iliE FiawNE wmN DRAWN J LR
QROUFD At;RICtA.iUJPoY. FNHESTONE Tf'`IAWER RATE ON SAIDIf SOTS} AID1 b axe 1e?-f0-10 FERT =`'FOR NON PAVR11 AREA$) o o o°FOLLOW TES75 OR APPLY 2.000 LB ACRE tD /KK2(EXN.TLNiAi. / "- BEt)Dl AS SYNTtiEI1C FTABRIC, PERVIOUS tertcNe. ST71BNlIYISIi1tU010N.4 45' BEND _ 2- EAST JORDAN IRON WORKS INC. ----1 ot1MF370NNE AND 1,000 t8%ACRE 1O-i0-f0 FfRiKJZER. �, �/ �o °__. - - _o POLi ER.INCH MILL , 1RNY10lET RAY AWA AT AWXMit OFi ABCME 7 0 NNk'to 0 A!D SLN ° FI1BRIt: SHOULD 19E SEIFFICENNLY
M�! " `+ PRODUCT' 2027E}1 �o° °a°o° 000°o°a°o°_0_ '_ o°oOo°o°o°o°o°o°a°o4o°a paRaUS 10 i+RgIKJE /14Ex1lIME ORANiMiE aF 7iE TEMPOii11Rr a PtJYCE iFE 80[i0M 12 ff".LAS OF il£ FABRIC IN A 3 l AND
MULCH U w 8' NIPPLE do 2-3/4 B TIE RODS " APPLIC r Toot, tfuRtAr= w►Y' ee ustD FOR sHorrr-
_o o_a_o o_o_o_a..a_o_a_o_ _o_a_o_o_a_o_o_a_o..o..o BACKFNL TFE iRklNt�i WfiH.AT tF/1ST 4 NICHES OF >�;�D SiCNE
o WED CAP 6, 0 PIPE I APPLIN AMONS. IT MUST BE REPLACEa EVERY 00 DAYS. OR 12 INCEs OF COMPACTED SWL
APPLY 4.000 b axr NMM STRAWI OR EMUN65tENT COM OF ANOTHER SIZABLE 3 MIN. LEN POURED IN PLACE
MULCH. sTwal ISY TACKING 1M[TH ASPHAY.T. RT rM%r OR'NEiTW OR BY M# CONC. BLOCK WEIGHTS: " RUBBER GASKET 2. CUT FABIW FROM A CONn� OUS ROLL 'ro EUMIME JOINM 7. FAs W FAM .Y 70 nW SM= AND FRAMs, ; i BE
APPLY 4,000 LB//ACRE STRAW. NOW STRAIT BY TAXIING WITH ASPIHAT.T. NETiN W WITH A MULM ANCtHORING iOOL A DISK WITH BLADEES SEt' NEARLY STRAIN' CAN RING - 190 LBS. 8 MIN. � 3. FOft SrAtcrB, USE 2rc4-MlCli, jq� � aVEAUPPta 70 t►E NDR STAKE.
OR A MULCH ANCHORING TOOL. Ar DISK( WITH BLADES SET NEARLY STRAIGHT CAN BE 2-3/4 a TIE RODS COVER - 120 LBS. 6 EXTENDED U MONOL17HiCAtLY CAST METAL WNTH A MINIMUM EDiGiNf
USED AS A MULCT ANCHORING TOOL. BE USED AS A MUU�H ANCHORIiG TOOL. NOTES: eN. THE toP OF 71NE FRAME AND FABRIC MUsr BE WELL: C;DOtNeD
1. DO NOT BLOCK HYDRANT DRAIN w f 8L{ tfNG. SECTION A -A R 1 OR HO & 8 Dom) + s srAN�es N.Y ARouuND niE . aF 1 NaErIII = � BE � . SM A
4» WYE 2. COAT TIE RODS & NUTS w//COAL TAR EPDXY.gTRUMOM
3. DO NOT SUPPORT VALVE I�OX DIRECTLY ON VALVE. M of 3&�� 8' RKM � THErN BrNo MICE oN THE oowrosNOPE SLOE aF THE
>a
MAfffIEN&4CE MAINTENANCE STANDARD CLEANOUT s
b ace N MANHOLE
COi . T with 50 b acre TO TESTS OR APPLY 40 NITR06F10 JANRIA� N FRAME &ND V�/� � STANDARD MANHOLE E
Repair and rofsr6Aize dorr�aged ands rtlrtrediatehr / FERnLizE AOOORttNti SON.. TYPICAL 1- t\♦!'tii�. WAi i..R�NE � HYDRANT VRV��V SECTIONS w f�R _ �tF� FABRIC -DROP INLET �:tON ��L SHEET
13 OF 13
of nitrogen in March. If it is neeeatioty to saebetrd bempora�r cover OR FEBRUAR1f. do b MN AM 40 b I�) NOVF F I1t A 12-4-4,, EG 1
Jane 15% o enwed with 50 ibld" Kobe (P%drrwnt and Coa►!ot Pbin 16-4_4, OR a" TURF FERiMM /AIDE .APPtlCA710NS DURING NTS NTS NTS
Nis
or Kor+son (Moruriahs) bspsdeza in late Feb ; or early Mach. W M WWHER AS iH S INCREASES STAND iA6SES 1a DLSFAM RE9EED, FERi .
AM MULCH DAMAGED AWS IM EDtf11ELY. MOW TO A HEIGHT OF 23-3.5 NCi

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1f I hereb certify that this lan has been re ared in accordance with the latest New Hanover
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/ 'F,. �� �,� Coun4L�V, Ordinances and Storm Water Desi Manual."
EX. SMH No: 5B p rd .� �. , \
Q / &/ r 0 u � 1 M EX. 2" t,G.V. 8c 2" B.O. �" \ �,
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\ /WLw>., r;.- TO BE REMOVED jf�
Signature:
/ E . , v" ., �6 �, f ' , Printed Name and Title: Philli G. Tri P.E.
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O S ,�, .Yy{ : . Date:
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'; PORARY > r Re istration Number: 17374 SEAL
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+'' / / SS pry:-,..:_. CONSTRUCTION PROJECT '`AREA O
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EX. SDMH No. 1 ti
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Pr
o e ner Certi i a
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Ow f"c tion:
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C $, z LIMITS , 0 F DISTURBANCE + ` I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
S LESS \ '�_ 30 BUFFER , , receipt of "Authorization -To -Construct" any clearing, grading, construction or develo ment, �--�^
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SM1 ! �X will be performed in accordance with this lan and that the a licable ordinances and rules of
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x;:t 50' UTILITY ESMT� New Hanover County, the State of North Carolina and the Federal Government and its Q
M \ \ '�/, s - 4 G .V.
. , .,;P agencies which are hereby made part of this plan. As the owner, I (we) accept full
-+._..\ -I- 4 TURBINE ETER 8c U
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responsibility for the construction and operation and maintenance' of the proposed facilities. I
123 EX. SSMH No. 5D v- ;� .:::': RPZ BACKFLO PRE E 0 We will not attem t to transfer of this res onsibili with t h Q Q
( ) p p ty ou t e written authorization of
RIM 14.39 -X ` , �" o , /� \ '� �- �= ; � , . 2" B.O. ` ` , New Hanover County."
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4 EX . D M`H N o . 21 "\�� \ SC 2' N E PTU N E � ETE R Y, , Printed Name and Title: �.
,., ,�'\ \� ,� ' ` { "^fin k `l, ..' fr`,
\ `,. C/'/��J RIM 13.0 „{ g. 4p •(OR APPROVE EQUAL); Date: W
�� INV 8.85 122 -i, 30, d 8c RPZ BACKFLOW
SSMH-A1 k \ > . -
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PRE ENTOR ` SITE DATA
', `1 INV 14.91 18`. 0
/ /:
r OWNER AFTEW PROPERTIES
T1
SITE ADDRESS 5950 WHITE HERON RD. It
� 121 �. r
6�,, •, - r PARCEL ID # R07600-006-012-000
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'f EX. SDMH No. 22 / l o Y �� G + � ;'j BUILDING USE CLUBHOUSE � Q
X
.', : :''":':•:':::::::•. DESIGNATION
__. -'' 12 O PROJECT AREA :.::";:':::::':"::":;
' W RIM 12.0 --_-. ` CAMA LAN USE URBAN
�' INV 9.05 CO CO ' °: f•::":::::: is ;\ PROPERTY AREA 127.45 ACRES
NV 15.27 >>< o `,, i, , tt \ PROJECT AREA
,`\ .. �, ; 2.00 ACRES
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/ �.'../ �y 1d.... LIMITS OF DISTURBANCE AREA 1.80 ACRES Q W �-�i
O f - Q V S �o :G r :.::;..:..:;, \ \ BUILDING HEIGHT 33.25"
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tL .d.. d ::: `'' 3 200 GROSS SF
�'\ :'.::.:':. `� �' BUILDING AREA E-�
,* TIE PROPUSED x o 0 r -1- V..&
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�\ STORM DRAIN INTO .`,::• : a •.1.:'.., t a :I . ;` ) , slt)
.. a •,}tf,' �:_'''. I i. y CLUBHOUSE (GROUND FLOOR 1 600 SF (1 8% of e
� CI-1 �co ; ,, ',� �---• .:� 'r ' = OFFICE SPACE (TOP FLOOR} 1,600 SF
\ SS` S EX \� �\ EXIST. 24 PLUG RIM 15.00 .., t p C ::a :a' -�- -�
24 \\ :�-; �� PROPOSED TOTAL BUILDING AREA 3,200 SF
\ T8�24, RCS \ SQL INV 9.50 ! INV 1 1.75 _ d w/D
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SS` Ek. �\ RIM 15.00 1 - r� f PARKING SPACES. �
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2 S INV 10.00 230 �' o < " - CLUB HOUSE 1 SPACE PER 100 SF -16 Q
J \ RIM 14.00 _
\ /// _ :4'`' ,; - -�- ,. z - :..F R OFFICE SPACE. 1 SPACE PER 400 SF 4 d-'
` \ � , 15 INV 10.95 � � - a� . ' ' T�
ss ` _ .;E TOTAL REQUIRED• 20
\ J V �� __ ' 230 . ` •. ' :. ``'" HANDICAP SPACES REQ'D: 1 PROV'D: 2
\ \..: 18 I N 10.7 0 , i aM1 • ... -::t' ':':". ( ) L.J
\ \ 33 \ y` .,, u" Q� _'` ®`•�. 4 z.r / / ,t' 1 TOTAL PARKING SPACES PROVIDED: 22
((�� �, ,, U, .,•..,.:.: , IMPERVIOUS SURFACES. •,_.q
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\ �; RCp - PUTTING o '�. \ PROPOSED BUILDING (FOOTPRINT W/PORCH) 3 516 SF '-'
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\, .'{ ? `D 4` ,Y '�? :::: :::::,:':::. PROPOSED PARKING AREA (ASPHALT/CURB) 1 1,317 SF �
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\ \ �° \ �, PROPOSED CONC. WALK AREA 2,330 SF ct
SS �; k , h, Q GREEN '', -�-�- :.
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ry 4.::..:..::...: H PROPOSED TENNIS COURT AREA 7,000 SF
\ \ \ k = _ .:....; "..: � TENNIS COURT �a DI v - \ PROPOSED POOL AREA 6,848 SF v CD �--,
NIP \ \ S RIM 17.00 y \
\ �� ; fi. .....::. PROPOSED POOL HOUSE 384 SF o crJ
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IN 13 75 � H� �,
�� '_ P:CR:.::.:._..:;':':...:.'.. �-18 - ` TOTAL IMPERVIOUS AREA 31 395 SF -+� �'
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LANDSCAPING REQUIRED.
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\ \ S l :; .�-,'. -% �':::::::;::'::: PARKING LOT LANDSCAPING AREA REQ D 905 SF �- w
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EX SSMH 5 a - y / 4
t :J.' 11 317 SF x .08 905 SF
RIM 10.80 \. �,
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\ ;: , 3 \ LANDSCAPING AREA PROVIDED 920 SF
\ INV\ 5.80 \ -� _•� - i \- -�- p .� , U� W
..�F�•,-- �"\: RCp - ,s < �: f PROJECT AREA o
\ \ S F , r � , ' ' FOUNDATION PLANTINGS REQ'D CLUBHOUSE 120 SF n
\ R� 60� I 30' x 33.25' x 0.12% - 120 SF W
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\ \ 3 « < r Ir .:,':v:.:,:'::.::.:.::•:.:: FOUNDATION PLANTINGS PROV D CLUBHOUSE 888 SF �� o
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\ \ FX � � - INV 13.45 REAR BUFFER REQ D 30
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•�` REAR BUFFER PR D 30
\ \ 2 RIM 16.00 T��� _ ;V OV ►��
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° ? ' 1. SITE LOCATION: 34'07'27.30"N 7T54'51.77W,
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\ \ S C �8 '.= J : 2. THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE.
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`� \ \ \ EX SSMH-`7
RIM 17.59 ti SHEET 1 OF 3
" � \ • INV 8.51 ��. X X TEMPORARY SILT FENCE

SITE WORK NOTES
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CUT OR TOOLED,
JOINT
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.-
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER ONSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
QJe
0.
4.
4.
MUCKING: CONTRACTOR' SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
MIN
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
Co
5.'
DISPOSAL': CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6 MI .
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
2" - 3"
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
COARSE AGGREGATE ti
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
h�
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
TEMPORARY GRAVELLED
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
CONSTRUCTION ENTRANCE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
NTS
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG' ROADWAYS` OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR,THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
EXISTING' SURVEYING PERFORMED BY NORRIS & WARD LAND SURVEYORS, P.A., AND
BROOM FINISH PERPENDICULAR
SUPPLIED BY THE OWNER.
TO PEDESTRIAN FLOW DIRECTION
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE VARIES
6'-8' MIN.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER AS
DIR. BY ENG.
PLAN
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
STEEL POST
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
_.
WIRE FABRIC 5� s'
15.
AT FINAL GRADE.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
rt �' rz; y I
4" SIDEWALK
FILTER FABRIC 3000 PSI
s'
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
i r�Y_:._
_. -
MIN. 12-1/2 GA. o
mQ
CONCRETE
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
y
-
INTERMEDIATE WIRESI
�'
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-
•`• , 1 �2
S�oPE
`
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
... .. StoPE
.
1 12
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
t )
�'
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
- - �s
U-
..
17.
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
-III III -III -III -II'
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
ANCHOR FABRIC SKIRT
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
�
0
I
AS DIRECTED BY ENGINEER sx6-1o/10 W.W.M. COMPACTED
18.
I
SUBGRADE
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. n
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED' RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE, CLASS 50. NOTES:
21 CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE 1 FENCE FABRIC SHALL BE A MIN OF 32" IN WIDTH AND
2" TYPE SF 9.5A (NCDOT)
-8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
a
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB GUTTER 2'-0"
SHALL SLOPE AWAY AS SHOWN V-6" 6"
SECTION CLASS A CONC.
WHEEL CHAIR RAMP
ASPHALT 3" 1»
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
BE AN INDEPENDENT TESTING LABORATORY PAID FOR
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
TYPICAL SIDEWALK
AND
22. FIELD TESTING SHALL DONE BY
SPACING.
�.
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
BE FOR EROSION CONTROL AND MIN. OF
WHEEL CHAIR RAMP
DETAIL
PAID FOR BY THE CONTRACTOR.
2. FABRIC SHALL
23 SEE GEOTECHNICAL REPORT NO DATED _ BY
36" IN WIDTH. FABRIC SHALL BE FASTENED
NTS
____ _FOR ADDITIONAL REQUIREMENTS. ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
CONSTRUCTION SEQUENCE ENGINEER.
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). SELF -FASTENER STEEL ANGLE TYPE.
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. TEMPORARY SILT FENCE
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING NTS
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 4' MAX.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS 19-GAUGE HARDWARE CLOTH
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM (1 /4 MESH OPENINGS)
ENTERING STORM DRAIN PIPING.
7. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. NCDOT #5 OR # 57
8. ALL SLOPED 'AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE '=' ? I
STABLIIZED WITHIN 15 WORKING DAYS. WASHED STONE
1 1
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.=�ji-41
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THISyl� f �;�
x+... -,. .-......�.-d.� i i t a. w idly
ti
PLAN PROVE
B ..SS E FEC
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMP -04N OFF ON.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
,.
MAINTENANCE PLAN
(xaI
Oct
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND (�(� �0
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. NCDOT #5 OR # 57
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY WASHED STONE
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING .
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. CONSTRUCTION SPECIFICATIONS:
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING FILTERED
THE INLET.
AND GRAVEL' INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND WATE
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL SURROUNDING THE INLET. SPACE POSTS EVENLY ART AO
THEPERIMETER
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. 3. SURROUUNDDTHHEE of THE INLET' A MAXIMUM OF 4 FEET APART.
POSTS WITH WIRE MESH HARDWARE CLOTH.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACNNGA 2-FOOT FLAP OF WIRE
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 MAINTENANCE:
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ( INCH
ONCE A WEEK AND AFTER EVERY RAIN EVENT. SMOOTH To AN EVEN GRADE
- 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE BS ANY DEBRIS
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE. HARDWARE CLOTH AND GRAVEL INLET PROTECTION
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST NTS
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS 'DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES TEMPORARY SUMMER GRASSING DETAIL
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME SEEDING MIXTURE
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE RATE bZg"
INSPECTED WEEKLY AND WILL BE KEPT CLEAN. GERMAN MILLET 40
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT SUBSTITUTED AT A RATE OF 50 LB/ACRE.
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED SEEDING NOTES
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF MOUNTAINS - MAY 15-AUG. 15
THE HEIGHT. OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND PIEDMONT COASTAL PLL MAYAN -APPR 1R. 1. A
5-AUG. 15
WILL BE KEPT CLEAN.
8. ALL SEEDED' AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING SOIL AMENDMENTS
TO SPECIFICATIONS' IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE FOLLOW RECOMMENDATIONS T SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
VEGETATIVE' COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND MULCH
INJECTION 'SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. APPLY 4,00D VACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORIW TOOL.
SPRING -SUMMER MAINTENANCE
PERMANENT GRASSING DETAIL REFERTIUZE IF GROWTH IS NCI FULLY ADEQUATE RESEED, REFERf1UZE AND MULCH IM-
MEDIATELY FOLLOWING EROSIOt OR OTHER DAMAGE.
SEEDING MIXTURE
-S RME fib/acre) FALL -WINTER
PENSACOLA BAHIAGRASS 50 LATE WINTER do EARLY SPRING
COMMON
LESPEDEZAMUDAG10 PERMANENT GRASSING DETAIL TEMPORARY GRASSING DETAIL
GGEERMAN MIELLR�MUDAGRASS 10
TALL FESCUE' 50 SEEDING MIXTURE SEEDING MIXTURE TEMPORARY FALL GRASSING DETAIL
SEEDING NOTES SPECIES -1 +�--- SPECIESRATE ="°) SEEDING MIXTURE
TALL FESCUE (BLEND OF TWO OR �� 'b ate, Rye (grain)
���
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. THREE IMPROVED VARIETIES) 200 Annual lespedeza (Kobe in 1blagW
RYE GRAIN
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- Piedmont and Coastal Plain, Rye (grain) 120
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. ) Korean in Mountans) 50
SEEDING DATES Omit annual lespedeza wh4n duration of temporary cover is not to extend SEEDING NOTES
SEEDING DATES JANUARI' - APRIL beyond June.
AUGUST - DECEMBER MOUNTAINS - AUG. 15-DEC. 15
APRIL 1 - JULY 15 SEEDING DATES: COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS Mountains - Above 2500 t: Feb. 15-May 15
SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.00D-5,ODO Ib/ocre Below 2500 F Feb. 1-May , Piedmont SOIL AMENDMENTS
GROUND AGRICULTURAL. LIMESTONE (.USE THE LOWER RATE ON SANDY SOILS) AND -Jan. 1-May 1
Coastal Plain - Dec. 1-AR. 15
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib/ocre 1,000 lb/acre 10-10-10 FERTILIZER. FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
GROUND AGRICULTURE LIMESTONE AND 500 Ib/ocre 10-10-10 FERTILIZER. LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
SOIL AMENDMENTS
MULCH
Follow recommendations of soil tests or apply 2,000 lb/acre ground ogricul- MULCH
APPLY 4,000 Ib/ocre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE turai limestone and 750 Ibfacre 10-10-10 fertilizer.
MULCH MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
APPLY 4,000 lb/acre GRAIN STRAwOR EQUIVALENT COVER OF ANOTHER SUITABLE ING WTTH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
BE USED AS A MULCH ANCHORING TOOL MULCH USED AS A MULCH ANCHORING TOOL
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE APPLY 4,000 LB/ACRE STRAX ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
USED AS A MULCH ANCHORING TOOL OR A MULCH ANCHORING T00 A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE
MAINTENANCE USED AS A MULCH ANCHORIN3 TOOL
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/acre NITROGEN IN JA3NUARY Repair and refertilize damaged areas immediately. Topdress with 50 ib/ocre
MAINTENANCE OR I EBRUARY, 4o Ib IN SEPTEMBLJ2 AND 4o Ib IN NOVEMBER, FROM A 12-4-8. of nitrogen in March. If it Is necessary to extend temporary cover be and
18-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING MAINTENANCE June 15, overseed with 50 Ib/acre Kobe (Piedmont and Coastal Piain�
REFERTIUZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, or Korean (Mountains) lespedeza in late February or early March.
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.4 INCHES Refertilize if growth is not filly adequate. Reseed, refertilize and mulch im-
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. AS NEEDED. mediately following erasion or other damage.
J
SLOPE R o
DRAINAGE AWAY FROM CURB
2'-0"
1'-6" 6"
CLASS A CONC.
ASPHALT SLOPE 2"R
3"
3"k
a
j� 1 /8� aeto
DRAINAGE TOWARD CURB
CURB SECTION,
NTS
STANDARD SIDEWALK D ETAI L
NTS
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.N. UNIT
STD. M.H. RING & COVER
MIN WEIGHTS:
FRAME: 208 LBS.
COVER: 120 LBS.
MORTAR SEAL
CONC. M.H.
BLOCK
PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH
CAST IN PLACE STEPS 0 12" OC
DOT APPROVED
MANH LE DIAM E
LU -
$ LARGE THAN THE g'
LARGE T PIPE
Q FORM FLOW CHANNEL
�� ;.
I
3'-3" MIN. I 3'-1 3 " MIN.
CONC.MH BLOCKS PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DCTAIL
NTS
SEE PU
ORIENTA
2" TYPE SF 9.5A (NCDOT)
-8" ABC STONE (NCDOT)
COMPACTED
BACKFILL --
ASTM C76
CLASS III
STORM PIPE
CLASS 1
(57 STONE)
NOTE: AASHTO M170 ASTM C76 CLASS III PIPE
HAS A D-LOAD UITI. STRENGTH OF 2,000 LB/LF
BEDDING DETAIL
DRIVEWAY ENTRANCE
NTS
R
r �
kOCATIO.N MAP
NTS
00
6 15 16' '4-
TREATED LANDSCAPE
TIMBER
GRADEED % 7/8"
-�-
F ,
�t
8„ -� 11 1 /2"
GAP NOTE:
1. BOX EQUIVALENT TO
ENNIS ENTERPRISES
9 KO NO. EEVB-001
2. STD. WEIGHT 30 LBS.
1 4" PIPE
z _-4"-45' BEND
" NIPPLE &
4" WYE-J
STANDARD CLEANOUT
NTS
6" x 1 '-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL. o
BOLT TO WD. POST W/ 3/8" CANDIUM co
PARKING PLATED NUTS, BOLTS & WASHERS.
°0 ��l
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE". o
BOLT TO WD. POST WITH 3/8" CANDIUM o
PLATED NUTS, BOLTS & WASHERS
9" x 1'-0" x .080 STD ALUM. SIGN o
TO READ "MAXIMUM PENALTY $250,
�. 12 - I GS 20-37.6". BOLT TO WD. POST
r COLORS WITH 3/8" CANDIUM PLATED CO
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE
1 -1 /2"R( ) 1-1 /2"R(TYP)
MAXIMUM - z
0')PENALTY 0, VAN
250 /8 (YP) ACCESSIBLE 3/8 (TYP) II I - _ i I I- o
I I El _ I I
I- .-► III -I 1(-
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
CONC. CO
PLAN
'-0"
CONC. COLLAR , 1ASPHALT PAVEMENT
ELEV. VARIES
a
f
2, 0»
BRICK MASONRY ; w
FLOW j
' 4"
r
3000 PSI CONC. L
-€ NOTE:
DROP INLET TO HAVE SAND
LEAVE OPSNI FOOTING
SHOWN&
SECTION
DROP INLET DETAIL
NTS
x
O
m
��
U_j
L, J
O<
Yw
U�
mF15
Z 2" FRAME AND GRATE
NCDOT STD. NO. DEWEY BROS. MODEL CH-BN-
840.15.0 OR OR EQUAL
APPROVED EQUAL ASPHALT PAVEMENT
GRO
r ELEV. VARIES
PRE -CAST CONC. V)
w
FLOW a
4"
co �
3000 PSI CONC.--
SEE PLAN FOR PIPE
ORIENTATION & SIZES
SECTION ,
CURB INLET DETAIL
NTS Via
S E A L
17374 a- -
'; `; j�'•FNG I NE�� '� '`��
GREGO5 \\\
s...
DATE 08-03-10
DESIGN PGT
DRAWN EJB
SHEET 2 OF 3
03060-A

VALVE COLLARS
:::: 12 MAX
IPERMANENTJ s
12 THHN COATED
LOCATING WIRE
2" GALV.
2" GIP THREADED COUPLING ......:00
SLOPE UP - °°00 j
0 0
_)00°0°
0 0 \j
>o°00000000000 /.
>0000000000
RODDED 2" THREADED SQUARE \ `\ .7\.7\/<,
TO BLOCKING NUT BLOW -OFF VALE VE #67 STONE
REDUCING CAP to
12" VALVE COLLARS
2" MAX
TEMPORARY
# 12 THHN COATED
LOCATING WIRE \
2" GALV. :::..:'\
2" GIP THREADED COUPLING :::
�10.0 SLOPE UP = °°°
°oo°
�00000
0 0
>000000000000°
REDUCING CAP >°°°°°° °°°°
RODDED BLOW -OFF VALVE
TO BLOCKING EQUAL TO MAIN SIZE #67 STONE
BLOW- OFF DETAIL
NOTES:
1. BLOW -OFFS ARE REQUIRED ON ANY PERMANENT AND/OR TEMPORARY
DEAD END MAINS AND ARE TO CONSTRUCTED PER APPROVED PLANS.
2. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN
ACCORDANCE WITH AWWA STANDARDS.
3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION.
2'-6" MIN
51
2'x2'x4" CONCRETE
PAD REQUIRED ON
ALL VALVES.
STANDARD
VALVE BOX
TOP SECTION
too
A Q n c'
4 d Q
s! .d
ATER d 2'
d a
d.
14 d
f-� 2'
GATE VALVE AND EXTENSION
NOTES:
1. GATE VALVES SHALL COMPLY WITH AWWA C-500 AND BE IRON BODY,
PARALLEL SEAT TYPE, BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND
OPEN (CCW).
2. BROOKS 24" VALVE BOX COLLAR MAY BE USED.
MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT. BROOK PLASTIC METER BOX
WITH BLANK METAL LID
� 's, i� i€�S >�ti i .. .LE �`i.r�' BE
PERPENDICULAR TO STREET, ROADWAY
24" X 24" X 4" THICK CONCRETE PADS OR 24" BROOKS VALVE BOX. I!
lI„Li 1, 36" MIN
3f
18" MIN CLEARANCE _
N�
M
VALVE BOX --- y
I
3'-6" MIN. # 16 THHN COATED
LOCATING WIRE
\/� o • COMPACTED BACKFILL
\/ .(TAMPED IN•6'f LIFTS) .• .• . .• ...•
6" MIN. BRANCH
to 31
/ �.iiiiiijil
.
A
3/4 BRIDLE ROD\<
1 /3 CU. YD. CRUSHED STONE MIN.
CONC. THRUST BLOCKING, UNDISTURBED SOIL
DO NOT PLUG DRAIN
HYDRANT DETAIL
NOTES:
1. ALL HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWWA
STANDARD C503-82.
2. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONS.
3. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN
ACCORDANCE WITH AWWA STANDARDS.
4. HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS.
6" GATE VALVE
CONC. THRUST
BLOCK
6" MAIN, MIN
1'-0'
BLOCKING AS REQUIRED
3'-0" MIN. TYP.
#12 THHN COATED
LOCATING WIRE
1"vFOR DOUBLE SERVICE
3/4" FOR SINGLE SERVICE
WATER MAIN -'
MUELLER SINGLE STRAP SADDLE WITH
COMPRESSION CORPORATION STOPS
NOTES:
1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX.
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE. A PLASTIC
INSERT SHALL BE INSTALLED AT ALL TERMINATIONS WHERE POLYETHYLENE
PIPE IS USED.
3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED
WITH SCH 40 PVC A MINIMUM 1 FOOT OUTSIDE OF PAVEMENT EDGE.
METER PROVIDED BY UTILITY
r- DUAL BACKFLOW PREVENTION
MODEL#1404-2 METER YOKE
SERVICE CONNECTION
LMIN.
27" 0 PRECAST FINISH
''• CONCRETE COLLAR
HYDRANT 3/4" GALVANIZED RODS FULL 18' JOINT . r a;= �a g GRADE
6" PIPE " vtv+': IN.
7777
° -77
0 o TO O MAIN - r
o°coo GROU.ti` 4' ;.+ A A �_
-t7LAtsi. -BEND
HYDRANT LUGS TIE BOLTS RETAINER CLAMP t ' 's,.: y! ; • ': PLAN TEES
JOINT RESTRAINT HYDRANT
TO 1ST FULL JOINT OF PIPE B 5•.. �• •`: �`�I" , 3'-0" MIN / / " / '
�•, •: , • ,� ', r ,\ , : VALVE BOX
3/4" TIE BOLTS WITH LID
HYDRANT 3/4" GALVANIZED RODS c` " • ' �'� `' '
' :•' K ; ,
LL
oWoo
° ° w SECTION X-X PLAN & ELEVATION PLUGS -' GATE VALVE
O °° BENDS & TEES
oo Z
00 ° ° ° SIZE 9 BENDS 45 BENDS 22 1 2 EtOS TEES PLUGS \
A I B A I B 11 A I E I C I D
IE BOLTS 6" 16" 10" 9" 10" 6" 8' 10" 12" 10" 21"
8" 22" 13' 1 12" 13 8" Ir 13" 16" 12 29 �X
10 26 17" 14' 17 10- 1. 16' 20" 14 36" '
JOINT RESTRAINT HYDRANT TO MAIN TEE 12" 29 21 16" 21 11 1 18` 24 16 41 \ ��
14" 35" 24" 19' 24 12 2 22' 27 18 48" '
16" 38 27 21 27" 12' 2 24` 30" 20' 54' ti .`` ` `
MECH. JOINT
NOTE: Based on 1.5 x working pressure of 10O PSI plus AWWA Water Hammer.
GUIDELINES FOR HYDRANT JOINT RESTRAINT All bearing surfaces to be carried to undisturbed ground.
SD 4-02 STANDARD THRUST BLOCK FOR WATER MAINS STANDARD GATE VALVE
NOT TO SCALE
SD 4-10' SD 4-15
NOT TO SCALE (NTS)
0.5
SHEETED
TRENCH
OPEN ,
TRENCH
X\/. \///\/ / %//�%//\,
\\ w �\
/
BACKFILL IN 6" LIFTS ,\\ - �\ #16 THHN COATED
AND COMPACT TO 957. / OR LARGER LOCATING WIRE.
DENSITY AS DETERMINED io TERMINATED AT VALVE BOXES
BY AASHTO TEST METHOD \ 18" M \
T-99 j / ROCK FREE
\\ SOIL \�
>xyx 12" 12» SHAPE TRENCH TO FIT
\\ BOTTOM OF PIPE
\\ \,
\/ X x x x X x x X x x
/ x x x X X
j\\ x x x x x x x X x x x x x\ SEE NOTES
/ x x x x x x x x x x x x X x x
\\ x x x x x x x x x x x x x x x \/
UNDISTURBED EARTH
TRENCH DETAIL
NOTES:
1. WHERE ROCK OR NON -CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH,
USE #5 STONE FOR A DEPTH OF 8" UNDER PIPE.
2. WHERE UNSTABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE THE SOIL AND
BACKFILL WITH #5 STONE TO FORM A PIPE BED.
3. SHEET AND BRACE TRENCH AS REQUIRED BY SOIL CONDITIONS.
4. PVC MAINS SHALL BE SDR 21 CLASS 200, DUCTILE IRON SHALL MEET AWWA
C100 STANDARD.
HYDRANT
FLANGE
(ATTACH/TERMINATE
TRACER WIRE)
SURFACE
GATE
VALVE
WATER
METER
BOX DUCTILE IRON
TEE FITTING
(ATTACH TRACER WIRE)
TERMINATE
TRACER WIRE
INSIDE METER BOX
WATER GATE
VALVE
SERVICE
CONNECT TRACER MARE
TO FLANGE BOLTS
CONNECT TRACER WIRE
TO FLANGE BOLTS TRACER MARE SHALL BE #10 COPPER SOLID CORE COPPER
(TYP-) WATER MAIN MARE, WITH GAS AND OIL RESISTANT INSULATION, STRAPPED TO
(PVC OR POLYETHYLENE) ALL PVC AND/OR POLYETH Y ENE WATER DISTRIBUTION PIPING
WITH DUCT TAPE AT 12-Fr. INTERVALS. STRIP INSULATION
AND SECURE TO ALL HYDRANT TEE FITTINGS. WIRE SHALL BE
ACCESSIBLE AT ALL FIRE HYDRANTS AND METER BOXES.
SERVICE TRACER
WRAP WIRE AROUND
WATER AWN TWICE (MIN.)
TRACER WIRE DETAIL
WATER MAIN SD 4-29
(PVC OR POLYETHYLENE)
NTS
11Fi0
r
WATER
171
A A
to
PLAN
BOX
6.69"DIA
0. 5"- .125" 0.5»
LO
0.5" 0.32» 0.5»
6.5"DIA
SECTION „A -A„
MINIMUM WEIGHTS:
EXTENSION TOP 10 LBS.
BOX 40 LBS.
EXTENSION 40 LBS.
NOTE:
VALVE BOX LID NOT FOR USE IN ROADWAY LOCATIONS.
HEAVY DUTY LID REQUIRED. SEE SD 14-08.
WATER VALVE CASTING
SD 14-07
NOT TO SCALE
D-
C
+ + FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
PLAN
1'-8 1 2" 1iN
0.25"
0 x
n I
1.5"
SECTION C SECTION D
V-RIBS B COVER
WATER A MINIMUM AVERAGE WEIGHT 20 LBS.
II
METER
PLAN
V-7 3 8" 9.625" N
2.25" t .75" .8 1.25 6
5.75" 5.75"
V-6 5/8" 0.375' n
SD 4-13
NOT TO SCALE
CAST IN RUBBER BOOT
WITH SST. CLAMPS
° (TYP. ALL MH ; CONNECTIONS)
to EXTENDED LIP
I
�LON
• SMOOTH, LONG'
RADIUS BENDS'
NO JOINTS FOR PIPE
o WILL BE ALLOWED
IN WALL SECTION
MANHOLE FLOOR PLAN-
Wr TO !GALE
6 15 16'° x -�
I I�
TREATED LANDSCAPE• -
TIMBER
FINISHED
GRADE 7 7 8" x
7 3 16' 3
� 4"
8" �- 11 1/2"
AIRGAP NOTE:
00 1. BOX EQUIVALENT TO
o g 7 M ENNIS ENTERPRISES
NO. EEVB-001
0 2. STD. WEIGHT 30 LBS.
o'
Q 1 4" PIPE
_ ,, 4"-45' BEND
0 18" NIPPLE &
GLUED CAP
4" WYE
STANDARD CLEANOLR
NTS
MARKED: SANITARY SEWER OR
STORM DRAIN AS REQUIRED
g" - RING ADN COVER CONTACT
SURFACES SHALL BE MACHINED
SO AS TO INSURE EVEN BEARING
I 0 OF COVER ON RING.
" TOP OF COVER
` A o A
MACHINED COVER SURFACE
CY�E `
27 "
2 " (2) LIFTING BARS
4"
r• 24" oo� "
26A",• (MANUFACTURERS)
r- 1.pu FO 7N0 RING do DPCSSG COVER
R NON -PAVED AREAS)
34' 2. EAST JORDAN IRON WORKS INC.
PRODUCT # 202701
RING
MINIMUM WEIGHTS:
RING - 190 LBS.
COVER - 120 LBS.
SECTION A -A
MANHOLE FRAME AND COVER
NTS
OTHER
" CEMENT MORTAR -
FOR WOODS OR OTHER AREAS
OUT OF PATHS OR TRAFFIC,
TOP ELEVATION TO BE MINIMUM �,�
4" ABOVE FINAL GRADE �
2 COURSES OF BRICK OR MH STEF
PRECAST LEVELING RINGS (TYP)
(12" MAXIMUM)
CAROB
5" MIN. WALL THICKNESS \��%� SLOPE BRICK AND E \
S E A L
FOR 4' DIA. BARREL TYPE "S" 'MORTAR -_
6" MIN. WALL THICKNESS
FOR 5' DIA. BARREL 6" EXTENDED LIP '.. 17374 Q
SLIDE MONOLITHICALLY CAST
SLOPE= 1 / \\/� WITH BASE SECTION j •'•FNGI N���'X`
EXTENDED BASE NOT ��0
3'4 THE DIA. \\% REQ'DFOR MANHOLES
OF LARGEST -
SEWER% ,✓ ,
PIPE \ \ j // <8 DEEP
3" MIN. '�\/�'s . •., •., • , •,i.i.r.�.�.r..•., �.. •..• \\ \\,� IN. DATE 0 8 - 0 3 -10
6MIN. g" MIN; STONE DESIGN PGT
"
1 -0 (Ty BEDDING FOUNDATION DRAWN EJB
PRECAST CONCRETE MANHOLE TYPICAL.
(LESS THAN 30" DROP)
NOT TO SCALE C3A
44 0
SHEET 3 OF 3
03060-A
PAVED AREA
C.I. MH FRAME & COVER
TOP TO BE FLUSH WITH STREETS,
WALKS OR RESIDENTIAL AREAS.
2" ASPHALT
4" BASE
CONC. COLLAR
PRECAST ECCENTRIC TOP
GROUT INSIDE & OUTSIDE
WITH APPROVED'
"
NON -SHRINKING' -
GROUT
MANHOLE IN ACCORDANCE
•
WITH ASTM C478
S
-E PRECAST BARREL SECTIONS
X\j/oOj. , \ 2 3 4 FOOT LENGTHS
LANS\/j\\/

GALV. BAR GRATING - 1" x 1 /8" BEARING BARS. FASTEN WITH -
TYPE J CLIPS. ATTACH TO 1-1 /4" x 1-1 /4" x1 /4" GALVANIZED
ANGLE FRAME.
ELEV. 10.0
. 24" RCP
OVERFLOW TO DITCH
ELEV. 11.75
2" RCP
OVERFLOW FROM SDMH No. 25
l.s �
JUNCTION BOX No. 1
ws
- _*
__------ .- --- _._1�2_-.-__.__.__.__
EXISTING CONTOUR
EXISTING SPOT ELEVATION
cj
�N*
i
PROPOSED SPOT ELEVATION
. *
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
=gym ��: i_�Im
LIMITS OF DISTURBANCE
_ 7SF x -
TEMPORARY SILT FENCE
1
REVISIONS
Date
Description
By
NFOM
R1'IONOACHMENP29/05JLR
R2
EVISE SW AROUND
1 21 05
OND,
JLR
R3
REVISEQ1SW AROUND
2 07 06
JLR
R4
ECLUB OUSE
NDPA
JLR
4 02 07
R5
EMBED LOTS ,ss &
0 10 07
, 3-227
JLR
6
DED 5 SIDEWALK TO
P30/08
CCESSSTOOBEDL FOR
JLR
HANGED Cl No.7 INV.
0 3 08
EJ B
R
REVISED LOCATION OF
3I18/10
AMENMES AREA
LDK
LOCATION MAP II�
i j W W ,
. � � � � � -_w � � � .. y y I Imo. �; '• ATCHLINE
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OWNER & DEVELOPER:
AFTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHII_L DRIVE
WILMINGTON NC 28403 APPROVED
PHONE # [phone];,.
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TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone]
Fax [phone]
® 2002 TRIPP ENGINEERING, P.C.
DATE D
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GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
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03060

SITE WORK NOTES _
1. THE CONTRACTORSHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING A REVISIONS
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. NA
•2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS m e I. 2 SPILLWAY O' Descri tion BA m A= A Date R Y
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. , V. A o L-420 I L-42•3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 42 0 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC WQ 16" WEIR 8' WEIRMATERIAL OR ANY' OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 26" WEIR 03`�pN►4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL �o �, 4,-0, �„� "•"
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. Am � �"{
A
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE ? p GATE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. N508QUAL
No. 2• t�S. MODEL CH-BN-2001 �y BAR qan� _ t' x t WARNG; FRS. r STEW WITH c�v, BAR WARM - 1' x 1 e�c� �Rs. F SON wm+ SUMP � UNDISTURBED
6. FiLL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT. �u TYPE J a,Ps. ATOYCFH Tn t- 4' x t-t 4 xt 4 C,ALYANZED TYPE J CLPS. ATTACH T+D 1- 4•x 1-t 4 xi 4 cAL�RANLZETj CHANNEL BOTTOM
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED CAly: Ewt c;NMTNc - t• x t/�'' tTEJIRItiO' 1►3bHRp�, ypR� i- / / BorroM
TYPE J CUPS. ATTACH TO i-% x i-1 4�xi' 4 QALYl1lNZF.® ASPHALT PAVEMENT I1tiQLE� _i�QjtT11R FRAME LOP O�OU STRUCTURE ATTACH GALVM�EQ WIRE ACE OF MIER. � FiiIWE TO TOP OF OV>LET StRUi:NRE ATTACH GALVANIZED WIRE
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND �N �dC o wIIAR FRiUAE TOP a�a STRucTURE ATTACH GlILVANIZED WIRE GRO AND F wEii. 3 CLOTH OVER SMALL 3 CLOTH SMALL C SECTION
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 3 OIAR SMALL ELEV. VARIES TOP OF BANK ORIFICE S <r I 'Q2Q TOP OF BANK -I OR B MESH '020�
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE TO 1OF �wK -j O (8 MESH .0200 W w EL. 13.0 OF BOX 12. EL. 16.� __z 4 � BOX 15. y w
PROPERLY PERMITTED FACILITY AS REQUIRED. 4Y RCP _ OF BOX 124
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL PRE -CAST CONC. 12 42» FLOOD POOL 9.5 42» F•OW P� 13.
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS t'L000 POOL 10.
PUBLIC AREAS OR IN PRIVATE FLOW 5
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, -
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF ( )j 4' 1 NY. 8.0 �- 8.0 I NV. 12 POOL 12• -
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. I POOL 9.0 m NY,13 ___ a M!. 11. (_ w J
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ ___ 3 3
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH`�`6 3 3000 PSI CONIC. : , 4_ •': co TEMPORARY - TEMPORARY E SECTION AAA
APPROPRIATE PERSONNEL TEMPORARY
11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB SURVEYING AND SUPPLIED BY THE OWNER. GRAVEL' " FILTER " " " FILTER
L TEMPORARY SEDIMENT TRAP TABLE
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE Jdsi a FILTER gg P FOR P pE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER �Wr.0 O9MON do SIZES -A �wrm
.0 - A A �wrm
.0 N0• ACRESAREA REQ'D PROVIDED L W D
PRIOR TO INSTALLATION. A
13. THE CONTRACTOR' SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT 1 p ') 0.25 450 1000 25' 20' 2'
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. �1�]�0 om
' 1 � ku 9m 2 2.75 4950 7200 80' 30' 3'
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER CURB INLET DETAIL NTS NTS 3 1.83 3294 3750 '
AT FINAL HIS 50 25 3
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. NTS 4 1.38 2484 3000 50' 30' 2'
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 5 1.83 3294 3750 50' 25' 3'
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 6, 6'
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING 6' SEE PLAN SHEET FOR ��
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, UGHTs TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT TOP OF BANK EMBANKMENT
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT EL 14.0 EL 13.0 EL. 16.5 NOTES:
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. FLOOD POOL EL 10.0 FLOOD POOL EL 9.5 FLOOD POOL EL 13.5 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
SLOPED TO DRAiN AWAY FROM BUILDINGS AT ALL TIMES. NORMAL POOL NORMAL POOL EL 9.0 NORMAL POOL NORMAL POOL EL 8.0 NORMAL POOL NORMAL POOL EL 12.0 3. SPILLWAY DEPTH SWILL BE ONE FOOT.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETEO JOINTS 4. STONE FACE SHOULD BE NO LESS TWW' 6 INCHES
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. EL. 9.0 1�_ EL 8.0 EL 8.0 1l_ EL. 7.0 EL. 12.0 1� EL j .0 MEASURED PERPENDICULARLY FROM THE 'FACE
OF THE LARGE STONE. �►
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 1 g 1 6 1 6 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
9
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 18M CF OF SEDIMENT STORAGE E
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR FOREBAY 3 FOREBAY 3 FOREBAY 3 H;. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS).
1 MAIN POOL 1 I MN POOL 1 BOTTOM EL 9.0 MAIN POOL 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
NIGHT REFLECTING. ,0 L� BOTTOM EL 5.0
20. DUCTILE IRON SHALL BE CLASS 50. 3 BOTTOM EL 6 1 3 1 3
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE 1 AS TO OMIT SILTATION.
STRENGTH FOR
WA PSI U 28 DAYS -AIR ENTRAINED. 3 BOTTOM 3 BOTTOM 3 BOTTOM TEMPOMmw ' DIM ENT TRAP Q ETAI L
22. FIELD TESTING SHALL PSI
DONE BY AN INDEPENDENT AIRENTRAINED.
TESTING LABORATORY PAID FOR * POND SLOPE TO BE SEEDED IN ACCORDANCE * POND SLOPE TO BE SEEDED iN ACCORDANCE EL 2.0 *POND SLOPE TO BE SEEDED IN ACCORDANCE EL 6.0 el�� tee.
EL 3.0
FIELD
THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL AI TO SEEDING SPECIFICATIONS TO SEEDING SPECIFICA11ONS TO SEEDING SPECIFICATIONS
PAID FOR BY THE CONTRACTOR. * 6:1 VEGiTATED SHELF TO BE PLANTED * 6:1 VEGiTATED SHELF TO BE PLANTED * 6.1 VEGITATED SHELF TO BE PLANTED 0
WITS WETLAND SPECIES I.E. COMMON THREE WITH WETLAND SPECIES !... COMMON THREE WITH WETLAND SPECIES I.E. COMMON THREE i"-s-�i
SQUARE, DUCKWEED PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, i---�
SEDGES, SMARTWEE5,WATERWEED & WILD CELERY SEDGES, SMARTWEED,WATI�ttWEED & WILD CELERY SEDGES, SMARTWEED,WATERWEED & WILD CELERY
CONSTRUCTION SEQUENCE !"s1
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RiSE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). DETENTION EOND J1 & FOREBAY SrQ*5^,6m11QN DETENTIQN POND #2 EQREBAY PIPE 0
2. NO SEDIMENT WILL BE ALLOWED TO EXiT THE SITE. ALL EROSION SHALL BE CONTROLLED FOR
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. NTS NTS NTS
04
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING Emmq
BUT NOT 'LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. PPE ZONE PIPE ZONE
CONSTRUCTION. INSTALL ALL SECONDARY EROSION CONTROL. MEASURES AS SOON AS POSSIBLE AFTER BEGINNING r O.D. e' IT' O.D. O* ' 2 z6" TREATED LAP TOP S" 13.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. (2) TREATED 2-4- " B �� CH
_ _
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. SHL SHL D lopoCASTING
_ 2
5. iF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN ANAL FNAL 5'-0'12* '- - 1 '-0" A , N 2
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SiLT AS REQUIRED TO ALLOW PROPER 2:1 SLOPE 2:1 SLOPE A p V 1 CONIC. COLLAR --
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. u�Io ,Ate u 3- �, 1 4"/FT 1 4• FI 24 1 1'x6` TREATED TdtG SLATS
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS ON THE o CLASS 1, 2 v - z - �- -
EA 0
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM OIL _ s
ENTERING STORM DRAIN PIPING. a» MLA. CLASS t �,� oo� "� " L (2) TTZEATID
7. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. � 1 - i K 8 ABC STONE BASE . CONC. CO 1 -0
BN�q�� �i I _ ASPHALT PAVEMENT
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS PROPOSED 1 1/2 NCDOT 1-2 ASPHALT PROPOSED ELEV. VARIES 0
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. I w.I ! I I i I ( I WATER MAIN SEE DETAIL SIN. SEWER►. BM H�Ri1TfD t" x tfi--.eEARNc I�Rs 1 WITH BOTTOM 6.0 ;�
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.0
TYPE J CLPS. AT 001 TO i-i/4 x t-_i1 x1 4z I
MATERIAL MATERIAL9. MAINTAIN ALL EROSION CONTROL MEASURES UNItt PROJECT IS COMPLETE. c R FAZE TOP STTtUCTURE
MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS , PIPE MXTU IRON PIPE 1 1 r' 6�f ROAD CROSS-SECTION -
10. MORE STRINGENT3 2 0 3 STIER CEMENT
PLAN PROVE TO BE LESS EFFECTIVE. - ' "
NTS *ROADS FOR DETAIL. � � � � 1 _ :. BRICK MASONRY
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. P WHITE HERON ROAD TOP OF BOX 16.75 0
I■..�
ALL PERMANENT 'MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. ppiN� pLIEASANL° DRlYE
FLOW •►
MAINTENANCE REQUIREMENTS BELLEFONTAINE ROAD 24" 6 XO/CTATm POSTS
18 z18 x36" CONCRETE ,
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING FOOTING �) =
PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. A A 24"
3000 PSI CONC. - 4-
SITE.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND i 0
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN = t2" t2' _ -WAY 2"'�"' �---�
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 311 FOO�tNG 12" d:
PRACTICES AS DESIGNED.
' SHL' ' SHL!D • • LEAVE iNG AS SHOWN
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET LRw• 2
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE m (� t` 2:1 SLOPE 5'_0 - 5'-p. 2:1 SLOPE ��� 1 • , DRO' INLET DETAIL.
SEDIMENT POOL NO LONGER DRAINS PROPERLY. PLAN ,. .,., A
4. WILL I THE ,: M I i 11=1 i i� O u I� I I� I I I I (_ _ 1 4 FT 1 4 FTM1199 mv wm �"."� �••---� I,,.,e==�
H=T1tLtF' - }'
T z ,
T FENCE. E
W•LI TT I L1)' 0.5 A TFII= 2 x6
r7
8' ATEC a ..
MAINTAIN ABARRIER.
REPALRED AS NECESSARY TO
PLAN STONE BASE -i ' ; NTS
5. ALL SEEDED AREAS WiLL BE .FERTILIZED, RESEEDED AS NECESSARY, .AND MULCHED ACCORDING _ 8 ABC STONE BASE
NS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 1-1 2" T 1-2 ASPHALT
TO SPECIFICATiO
DENSE VEGETATIVE COVER. i - • MIRAFt 100 VALLEY DG i L /
E>I�LA,`� WATT �E DIETAiI. SIN.
ENERGY DISSIPATOR HIM �ICAt 6 f C -SE � ' Q
�'
SECTION YARDS 6 OR 8
NTS *ROADS FOR DETAIL a 15,•y e
5� � I �
2" TYPE 1-2 (NCDOT) WHITE HERON ROAD
LATE do FAY
8' A� STONE (NG:DOT) �� �°� COURT°D BAFFLE DETAIL �I-F�� °°40
CEDING �IIiTURE NEW PLYMOUTH COURT 04
SWALE No. 1= 0.34 MIN.
NITS
4 CU. FT. GtiAVEL SWAL.E No. 2= 1.41' MIN. _ � FILTER FABRIC
VALVE BOX s SWALE No. 3- 1.25' MIN. MIN. 12-1 /2 GARR. FF �! 0
IIeA7E (b/NT�Wli OR, CR. STONE CONC. AFRO!! No. 4= 1.04 MIN. - -� •�i
O� INTERMEDIATE Wi w
�gro) 12 2e+ OR 50. 60' RI- �.9 , �P SWAL.E No. 5- 1.07' MIN.
Rye Annual bspedeza (Kobe in � w
Piedmont and Coastal Plain. ,
TIfPICAE GRASS SWALE
Koroan in Mountains) 50 I ( , : a. • SHL' SHL
Omit annual lespedem when duration of bmponzy cova is not to Imbnd p� S��p :tr
i June. NO UPONNA CONDITIONS. '-0 ' 1 '-0' ®oa ANCHOR FABRIC SKIRT Z c
tNt SHALL COORDINATE 2:1 SLOPE 2.1 SLOPE
AS DIRECTED BY ENGINEER !•� 9
SEEDING DATES: w�WNER H1c GEOTECHNICAL
Mountains - Abow 250D ft: Fib. 15-Moir 15 ENGINEER To DETERMINE ___ 1 4" FT 1 4'
A ENT SECTION. ' M $ f+�1 ' �
R W o 2500' ft: Feb. 1-Nay 1 ACTUAL P PAVEMENT MIN.
Z s
Piedmont oo, I- 1 PAVEMENT SECTION, 8' ABC sTorl :. Li u
W Coas6al Piohr - '.Dec. 1--Apr: 15
i _ - _ .. AA » ? NOTES: Cd
SOIL - PROPOSED 1-1/2 NCDOT 1-2 ASPHALT �-PROPOSED ' RADIUS VARIABLE R 1. FENCE FABRIC SHALL. BE A MIN. OF 32' IN WIRTN AND
WATER MAIN 2O RADIUS
Follow of soli twb ar 2.000 Ib/acre ground oF$mi- = : SEE DETAIL SAN. SEWER
turd IGnestone ad 750 b/acre t0-fi0-10 Iizar d: x- -• 6' GALE VALVE Z 3 Z SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY ® f
f z O Z SPACING. z Q) 0 co
SPRING -SUMMER = ►-� 1- GALV.1/2• U-ANCHOR TYPIO L 60ROAD CROSS-SECTION =g VARIES 5' 2. FABRIC SHALL BE FOR EROSION AND MIN. Iri"'I �y
' No- 36' IN WIDTH. FABRIC SHALL BE FASTENED +-�
M� � GRASSING DETAIL • - .: B�ooTT �D AROUND HYDRANT NTS *ROADS FOR DETAIL f opw Z MIN. ADEQUATELY To THE WIRE FABRIC As DIRECTED sY THE � � � v
APPLY 4,000 t8//Aa�iE sTRYtw AMp1oR STRW BY TAaa+O WITH ASPHALT. Maim a � ENGINEER. 0 � I
OR A MULCH AI�fCIHORNC TOOL A DISK WiTH BLADES SET MEALY STRAIGHT CAN BE S��,` MI�� I GLEN EOD ROAD o o ASPHALT PAVEMEN »
USED AS A MULCH ANCHORING TOOL. �2 -0 1�N.--i LING. tiLOCKIt�IG. POUR FAYEWOOD ROADZAGANST UNDISTURBED JACOB MOTT DRIVE 2' B- a a 3. STEEL. POST SHALL BE 5 ANGLE IN HEIGHT AND BE OF THE z
GROUND METER BO SELF -FASTENER STEEL ANGLE TYPE.
MNNiENANCE tE9i , I I 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' p �- �- W
RefwBNNe R is not tuNy adsquob. ResN4 refert>lise and irNrloh Tm- COMMON e� 10 EME LEM MMC TYPES TO 4' IN DIAMETER. WIRE FABRIC SHALL. BE FASTENED � � I z
growth GERMAN MILLET 10 TREATED 1 x4 TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE ..}.J 0
msdiaby foMowin9 erosion a other darxgs. TALL FESCUE 50 NTS ''� _ 1 1 /2• LONG ® ® ® w
SEEDING o 0 a-
MPO Y SILT NICE Fx TEM SUMMER GRASSING NAIL. NTS •,_H
1. WHERE A NEAT' MPFARANOE B DESIRED, OMIT` SE7lICEA. w cU , C.I. BOX
Z USE COMMON BERUQA� OILY ON ISOLATED SITES IT CANNOT BE a M MAX SEEDING
� � COME A PEST. BERMuoA MAY BE REPLACED WITH 5 �b/«xs C0ff � � cow LONG SWEEP 30' RADIUS 30' RADIUS 0::::-;ATER MAIN 1�� �,+ o
'effm TTi�i►TED tx4 �� OPTIMUM DEPTH CORPORATION STO � � � � 0
GERM MILLET SEEDING DATES � � �'Lr"1 � ,� �
N THE PmMONT AND A wY BE AM 1 Y t5 wVARIABLE SLOPE % STANDARD HATER SERVICE DETAIL E-.� 0
SUBSTITUtED AT A RATE OF 5o LB/ACRE. �•.e.
SOS. AMENDMENTS •Box NIPPLE PER COUNTY 1 NtMUM MAN N 2X4 WOOD fRI1ME> WOOD OR STEEL STONE
S & COVER � � REQUIREMENTS COMBINATION � �c
MOUNwNS - MAY 15-AUG. 15 APPLY LIM AND FERRIZER AOOORIM TO SOL TESTS, OR APPLY 3AOD b/scre �• ��pN pR
PIEDMONT - PUN YAP UCL 151G. 15 GROUND AGRICULTURE LJESTOIE AND 500 Ib/me 10-10-10 FERTILIZER. NOTE: MINiMUM 3 FEET OF
SHALL BE MAINTAINED UNLESS COVER. TOP PAVED OTHER t>�F .�
COASIAL DUCTILE IRON PIPE USED. AS
WITH 94A KS �t g/g• NO ON PLANS ON
BE" RE4'D lYPIM SOL AMENDMENTS MULCH NIPPLE m* COUNTY FAR SIDE MORT UNPAVED R(AADS PROVIDE
w
FOLLDW IF II EMA IS OF SOL TESTS OR APPLY 2.OD0 LB/ACRE QUM A6RICUL- APPLY em MIN SIM= SWAM COVER OF ANDM SUITABLE TENTS SEW R w
7
TURAL I.It113110 E'AND 750',LB/ACRE 10-10-10 FTRn,zER ��NAM T>ACOOII6 WITH ASPHALT OR NETTM OR BY cRIMPNG MAIN A''' E SERVICE DETAIL M N ��/- aOOO sED,,,E,n
WiTH A ANCHOM TOOL. A DISK WITH BLADES SET NEAKY STRA16t1i' CAN BE AS RElQ'D NTS .: - �: _�_.. • , -' , LANTOtE FRME t � � w/t;�l►
MULCH USED AS A MULCH ANCHORND TOOL � CONCRETE COLLAR - ' • - • - BUIIOFD FABRIC SKIRT' -
» » N ENT AS DIRECTED BY ENGINEER UNLESS_-
� ,0 _p t 5 _p t VARIES 2 "IYP I SAL 0 ROAD P L.AN
*IALL BE MAINTAINED CONGXtETE SPACERS FOR L 111 I I ► ► � � APPLY MULCH
� ANCHOR sITHATI BY TACKMO ARE ASPHALT. tETTNG,, trWNTENANCE .° `- 4 MI AaiuSTMEL�rr To GRADE
Oft A USED ASSAA MULCH ANCHORING 001 WitH BLADES SIT NF7WLY STRNCHIT GN BE �/� AtIC'iR£ IRON PPE IS LJSfD� VARIES NTS
REFER IUME THE POLIWWIN6 APRIL WIiH 50_ bhom NITROGEN. REPEAT AS GROWTH 1 i i-" I� N� SIDE STREET WATER MAIN W (rR1
RIMUIRM WAY BE MOM ONCY OHM A MAMITENAPCE DESM_ OMIT SERICEA AND MOW AS ,�• " i APPENCESEWER SERVICE DETAIL VALVE TD°� W 8 E J
„ REINFORCING
PRECAST
REF RTRLRE P' GIMIN IS NOT FULLY AGE OUNIE. RESEED. AND MULCH W NTS � O RING ADN COVER CONTACT � / _ ���'..• • ` y
ECCENTRIC TOP
NEDKTMY FOLLOMANG EROSION OR OTHER awim &L-WINTER 6 15 16' `s ,. o OF COVER � NG 4 WOOD FRIiIAE �e S E A L
PERMIANM GRASSING DETAIL 1 al`ATED LANDSCAPE "' TO, OF GX� c 4T3' DIAMETER STD. -
M X ,� scnl MANHOLE STEEL srAlcE ' '• 17374 ` cL
» �TIMBER` 18 B x 6 CONIC. PAD ARO A O A c c h I C - 5 MI THICKNESS BURIED F#ARIC SHQtT / •.
TEMPORARY FALL GRASSING DETAIL SEEDING Macn�E , , $ _ MAO iEi} St#liFAGE , , 6 �� ••. .•- �-
GI » d 3 T N 6 MIN WALL THICKNESS _
MpCiURE 7 3 16 _ FOR 5` DNA. BARREL
_ �'`•* �i� /�...... \w�
TALL FESCUE OF TWO OR '�
.e RATE THREE lif"OVED WilEiIM 200 27 /�� / i i (I (i l ��°
-- 25 EPIC
R" (grain) 120 TINE { 11 1 /2
- _ 8 _% » f v�4 +L�BOX " " (2) LIFnNcs BARS
� 5 my-P.- � 1 �..._,/'_ ;��-�•�'••�..
/ DATE 04-16-04
r SEEDI DATES alt
LNG NOTES OMWK - APRIL co 1. BOX EQUIVALENT TO M_DDI. �i 2't
MOUNTAINS - ALKL 15-DEG. 15 AUGUST - DECOM R G 9 7 • M ET�rIS PRLSES c� j w • A
COASTAL PLAN PIEDMONT' - AUG. 15-M 30 SOIL. AMENDMENTS * � p w °"
DESIGN PGT
cy 2. STD. WEIGHT 30 LAS. 6 M.J. GATE VAL _ • � O - Del �,� a ��
w K D
1 POURED IN PLACE a 1.fFIXOM-PAVED
NDRY & MFG. CORP. s z t7 MI+IIMUM B" STONE I. AS SYNTHIETIC FABBCr USE A PERVIOUS SHEET OF Ni'LON, 5 TO PROVIDE NEEDED STABILITY TO THE R STT OF THE
FRAMEOVERFLOW
wiitl
APPLY LIME AND FERTU R ACCORONG 10 SOL TESTS. OR APPLY 3.000- VIDO b/oen r » 1 , ° ° � - POLYE57ER OR EiLM� � S7REN6iH 2x4-NICE Mt000 STRIPS AROUND TtHE t2tE.ST OF TtIE o�FlowDRAWN JLR
SOfL �IJIH�ICONIC. BLOCK 31 _o 0 0 0 o c E7W RAWER W�TE ON S%4011Y 4 PIPE 710 RRs' � OP-SSta' COVER � o o M o 0 0.`�'"D0 0 ° BEQ[NNG FCUNQATiON 50 LB 1NCEI eHln. TWIT CONNTMIS tx.TRINrIDLFT' RAY AREA AT A MAxIMUM of I1.5 FT ABOVE THE DROP NILET CRESTFOLD SOL TESTS OR APPLY Z000 LB/ACRE GROUND AML '"' AREAS ' o o � ° ° oc
4"-45' BEND -Yi+- co �° '- � •-- - - -- - .• . - . •.: � 0° AND FABRIC SHOULD BE SUFFiCLH7LY S. PLACE THE BOTTOM 12 ANGLES OF THE FABRIC NH A TRENCH AND
;.. ? �� 2 EJtST JORQAN IRON WORKS INC. o oc� POROUS TO PROVIDE ADEQUATE Di IMMA iE OF THHE TEMIWARI'
LIMESTONE AND t 0O0 LB/ACRE 10-10-10 FERTRJZER .� °0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oc SEDIMENT' POOL BURLAP MAY BE USED FOR SHORT-TERM � �H AT LEAST 4 N�HES OF CRUSHED grow
MULCH PRODUCT 202701 0o aQo°o 0°0°040°0°0°0-09 °090°0°0°o°o°b°oho°o°o° OR 12 NICHES OF COMPACTED SOIL
w 8 N : & 2-3/4 W TIE RODS � �- APPLICATIONS. IT MUST BE REPLACED EVERY ED DAYS.
o � g, H'1 PIPE
3 MIN. LENG UREO PLACE E Z CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMPOTE JOI M 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
MULCH APPLY AKT R SM CFtlW STRAW OR Q�HALT. COVER OF MNETT SUtI LE pQ
GROUND
APPLY 4.000 L9fAAr_R_E StTfIWI. ANCHIOR STRl1W BY TACONO WITH ASPFHALT NETiNI� MULCH, ANRHOR SiRIIA BY TACONB WITH ASPHALT. ROVNIQti OR tETTiNO OR BT' CRIMP- CONIC. iOC.#C WD(,�tT5: w-RUBBER GASKET
OR A IOAJt>rH ANCEIORNiG NI0 WITH A MULCH ANd10RNIf: TOOL. A DISK WITH BLADES SET NEARLY STTIAW4HT' CAN iZEK: - 190 8 MIN. 3' METK 1A iirN1UM LENGTH OF 3 FT. ELil1NM EM1 OVERLAPPED TO THE NOR Sir`JHE.
TOOL A DISH( WITH BLADES SET NEARLY SiRAIOHT CAN 8E BE tHSED IRS A MULCH ANCAlHORNfi IOOI. NOTES: �$,
2-3/4 0 TIE RODS COVER - 120 LBS. 6 EXiEHDED Y CAST 8 THE TOP OF THE FRAME AND FABRIC MUST BE wFit BELOW THE
USED AS A MULCH NNCFtORNIG TOOL. 1. DO NOT BLOCK HYDRANT DRAIN w/BLOCKING. BASE SECTION EXTENDED NG}T 4. SLUNG V ENL.Y AROUND THE PERIMETER OF THE i LEf ATHON 00wH6LOPE FROM THE DROP INLET TO KE7EP' RUNOFF Fes"
C 1
2. COAT O RODS dt NUTS w_ DRAIN TAR EPDXY. SECTION A• -A REQUIRED FOR DEEP) A MAMA OF 3 FT A►, , AND SECURELY DRIVE THEM NATO �'+' THE II.ET: nr MAY BE HREx�i►R�r TO BUINfis � � s3 >> ° {
4» WYE EEC THE 6ROUN AFFROKNMTELY to NHS DEEP. �1 THE 00WHISfAPE S E OF TFE
MAI��nE� 3. DO NOT SUPPORT VALVE X DIRECTLY ON VALVE.
R.pa� I r,. . �rnoCd areas Tapdroms with IUD Ib/am FER IZE A M SM TESTS OR APPLY � b/a�_.�NIiRDGEIH N AI ,RY ST�OI+ID�ARD GOUT TMC& WATERLINE & HYDRANT CROSS SECTIONS HOLE E AND COVER 48 0 STANDARD MANHOLE F RI ® IN SIN � SHEET 13 OF 13'.
of raftr n In Mcmd If R is wcesmy to extend ton" Tory ccysr bspor�d OR FEBRUARY, 40 Lb N SEPIOTBER AND 40 b N LOVE It, FROM A 12-4-8, NIS
NNiS
June 15. owrseed wlth 50 b/oex F Nor ch. WEAiHHERAs THIS Ni16-4-4 OR SIM111AR TURF CREA6F5. STMD L� D�EIDpFEA"dNJt� IM � � NTS
a Korean (Mountains) iras{fedexa 4
A M AS � MMA6ED AREAS ME'DM11FlY. MOM 10 A HEi6HHT OF 2.5--3.5 00*303060
APR 2 7 200:11

WETLAND
LETTER
AREA
(ACRES)
A
0.01
B
0.04
C
0.11
D
0.01
E
0.05
F
0.03
G
0.08
H
0.07
0.03
J
0.25
K
0.08
L
0.02
M
0.05
N
0.08
0
0.01
P
0.01
Q
0.02
R
0.26
S
0.01
T
0.02
U
0.02
V
0.08
W
0.02
X
0.05
Y
0.04
Z
0.06
TOTAL
1.51
REVISIONS
Date Description I By
LOCATION MAP
NTS
MAT • HL�'�1 E � A .r. .� .� � � .v � � -1/ .� � x 15.6 21
EE EST C3 q/ 14/ _i/�
22
I No. 49 39 w
�, .� .� •� •� .� �' �' `� CONNECT TO`i'N.H. �' 10 �"' RIM 12.0 RIM 1 No. 19 16
COUNTY 1T SEWS �! N INV 8.5 GATED COMMUNITY RIM 7.0
Y � � � y
24 INV 6.1 'a
11/ y q, � \L \J/ v
J, SSMH No. 8D\i/ -P _i/ 14\1 1q/ \1/ NI/ 1 Cl No. 50 GATEDCOMMUNITY fill
�
.� .� � � •� .� RIM 1 2.0 /
INV 9.0 o -fi0
PRI
22 �s
.� .V .V � .V •V J. J. .V •V •V •V . � � RIV
15 f`
�. \4. \1/ \1/ I SSMH No. 11 8
�� i_- ~^
� � � Nv \�
O EO 13 SSMH' N 3B
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FUTURE DEVELOPMENT
F
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WETLAND
LETTER
AREA
(ACRES)
A
0.01
B
0.04
C
0.11
D
0.01
E
0.05
F
0.03
G
0.08
H
0.07
0.03
J
0.25
K
0.08
L
0.02
M
0.05
N
0.08
0
0.01
P
0.01
Q
0.02
R
0.26
S
0.01
T
0.02
U
0.02
V
0.08
W
0.02
X
0.05
Y
0.04
Z
0.06
TOTAL
1.51
.� � � 1 y Nil,.� / SSMH No. 10 a.
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VEGETATED BUFFER
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RIM 15.0 i 91 SSMH No. 6D
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REVISIONS
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ass M / 1 ROOF DRAINS TO BE ROUTED TO
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CORRESPONDING POND FOREBAY
SSMH No: 4C ' SD No. 3 �- /
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SSMH No. 5A 'c �� \ `
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REVISIONS
Date I Description By
FUTURE DEVELOPMENT
�N
�NT
YAL
�� iLL �Y`' � / ii���/V/ii5( \�'�"SK�SC��% �% -�♦ .. x �` \ J / \\1� Ili 1i I �- O`�LL.
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LIM
eA
LOCATION MAP
WS
WETLAND
LETTER
AREA
(ACRES)
A
0.01
B
0.04
C
0.11
D
0.01
E
0.05
F
0.03
G
0.08
H
0.07
0.03
J
0.25
K
0.08
L
0.02
M
0.05
N
0.08
0
0.01
P
0.01
Q
0.02
R
0.26
S
0.01
T
0.02
U
0.02
V
0.08
W
0.02
X
0.05
Y
0.04
Z
0.06
TOTAL
1.51
m
DRAWN JLR
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Lj
COITE PLAN
1" 60'C 6
SHEET 6 OF 17
W 03060