SW8030231_APPROVED PLANS_20060818

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Designer's Plan Certification: REVISIONS
I 1 U1 °' Description By
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover R/W _ I I L
G.E. PLAN SITE
County Ordinances and Storm Water Design Manual." _ _ _ _ _ _ _ - ' ^
__ _ __-- u ✓ N.C. WY. N%3
Signature:
Printed Name and Title: Phillip G. Tripp, P.E. - - - - - - - - - - - - - - - - - - -
Date: - - - - - - - - - - - - - - - - 1� �
Registration Number: _17374 SEAL _ - -p-� ,{ r� _ ITS.-- t
cj
Property Owner Certification: _ - - - - - _ _ _ _ I VICINITY MAP
IT I NOT TO SCALE
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon _ _---- - - DI RBANCE
receipt of "Authorization-To-Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of I CIS
a
New Hanover County, the State of North Carolina and the Federal Government and its I I
1 �
agencies which are hereby made part of this plan. As the owner, I (we) accept full I I
responsibility for the construction and operation and maintenance of the proposed facilities. I I LEGEND
(We) will not attempt to transfer of this responsibility without the written authorization of I I1.4
New Hanover County." I I 01000.01 EXISTING SPOT ELEVATION O
L/_�J1 I /y,' PROPOSED SPOT ELEVATION Q1
Signature: _ -^ I DROP INLET w/INLET PROTECTION y
Printed Name and Title: f- f- STORMWATER RUNOFF DIRECTION Z
Date: I CONCRETE AREA U
1.:z
I I (175) LANDSCAPING w/AREA
o F W
LOT 18 � I \ I LIMITS OF DISTURBANCE I-�
MB 16, PG 35 EXISTING ROADSIDE SWALE, T�F TEMPORARY SILT FENCE
LINED WITH EXCELSIOR MAT ui I � E.I.P. EXISTING IRON PIPE 0 I--1
I IMMEDIATELY AND SEEDED. �I°+ I a
I W � I EXISTING CONCRETE MONUMENT W
I U I PROPERTY CORNER
STORMTECH 30 MIL PVC UNER (SEE NOTE) w Z 0
�-{ W
�3 UTLET STRUCTURE ' I I I SITE DATA -I
I I GRAVEL ASPHALT (SEE DETAIL) I I T ` I I a` Z
NEIGHBORS OVE FENCE OVER 0.5' v SITE ADDRESS: 310 CHESTERFIELD ROAD �W1� M
I 7p, ' SDMH No. 1 0.8' CHAIN LINK I I I I N TOTAL AREA 2.55 ACRES W
DI No. 4 RIM. 99.0
I I LIMITS OF DI No. 3 INV 96.15 FENCE ,�....■ . .P. I ZONING I-1 � QI E
18• FES INV 95.0 RIM 100.0 RIM 100.0 BUILDING AREA 8,540 SF m
• DISTURBANCE INV 97 2 80 BUILDING USE OFFICE/WAREHOUSE
A 1""1
I W/10'x15 x18 ED INV 97.5 - 09 1s �x I Q
20' I - / 19t s.00 PARKING SPACES REQUIRED 14
+ ss.1 s 534:54 s I PARKING SPACES PROVIDED 18 y
50' 0 .as _ APPROXIMATE LOCATION OF EXISTING D-- 5'37'90• 98, P / I I Z
TOP FOREBAY AREA I ASPHALT AREA 11,229 SF
"` CONCRETE AREA 1,229 SF
as 18 R P S PROPOSED LIMITS F GRAVEL AREA 26,983 SF Z P4
' o . z f- POND AREA J / I DISTURAWCB TOTAL IMPERVIOUS AREA 49,443 SF w Z
z.ss osse O�r -� o, RCP �' N :I �° 'I 18 FES INV 96.0 N
�� LANDSCAPING AREA REQUIRED: 3,174 SF
W/10 x15 x18 ED
U LANDSCAPING AREA PROVIDED: 3,200 SF �� [-4
FOUN TTPN PLANTINGS REQUIRED: 101 SF
\r /� ' O� (305) _X___ a�� o I I �= _70 L x 12 H x 12Z v v
' (1340) p (9 $ P- FOUNDAl10N PLANTINGS PROVIDED: 105 SF r
LOT 20 `� FOUNDATION ` r7
MB 16, PG 35 I �O J J .�-� I
' \� O PLANTINGS 1 pt.2 0 J y J J J t I FOUN(5 P 12TNGS REQI�IRED: 51 SF w
c=i OO 0 1 ' J J J J J J J I 35 L x 12 H x 12% O
0 4 ® .`s �p ,. --.�-�. SDMH No. 2 OT11 FOREBAY AND MAIN POOL SHALL BE FOUNDATION PLANTINGS PROVIDED: 53 SF
�J J . J J J J J J . J J I RIM. 99.5 LINED BY STORMTECH 30 MIL PVC LINER STREETYARD AREA REQUIRED: 4,775 SF ~
2 30' '-100 25 J J J J J J J J J J J a INV 96.0 I WITH 8 OUNCE NON-WOVEN REINFORCEMENT (215' L - 24' DRIVE x 25')
PROPOPOP PROPOSED ,y FABRIC UNDERLAYMENT AND OVERLAYMENT STREEIYARD AREA PROVIDED: 4,800 SF
SED , W W J W W J W J J J J J W
I ti / ' BUILDING 50'X70' 1 J J J J J J J J J J a / _ I I I A$ WELL A$ 1' OF COVER (SEE DETAIL) U
k GRAVEL-AREA BUILDING 56 X90 9 250 r
w 5,040 SF 1O 3,500 SF fi' ( ) %J J J J J J J J J J J J J I r .
5 os 2 I ° ° F.F.E. 102.0 F.F.E. 102.0 I +j-
TUM ASSUMED AT
1 a t00.00' - CENTERLINE OF -p �2 � . 95.s �O� �O. (250) T8M a to0.o' J J J J JI U 100.01 ROAD AT CENTER OF LOT.J J J J ` Bs NOTE: ALL ROOF DRAINS TO BE ROUTED TO POND. 1� r-4
Nt
TO@ TOEW102 7 ' J� W W W J , ' O.os WE7LA4ID J J J J J 56 EP18• FES INV 96.0 NOTE: ANY EXISTING TREE PROTECTION SHALL REMAIN ..
3 • O ' 1 \ J W J D 22 ACRES Y J J J
' ~I C{T11 I .55 Q 1�0.21 O� �00 99.57 `. J J J ^ P I I IN PUCE FOR DURATION OF PROJECT. UI
Mp R AIR AREA off. °K. GSp ��� J J �$55+1! J J J J J J J i
6 V W IJ W J W W W W J J J� 25' I I Z
I O O O � W W W W W J J / ��.•���p I
0-4
, , , I W W J W J W J J / `.a.. •M I I •0
� 1 1 OOO GALLON 16 18 �F ,@ W W J W W J 4° ~
O k SEPTIC TANK OSE I w i�i
I I GRAVEL AREA ' W J W W J ♦ W W% F R Y I I r 1 �
Q1000 GALLOKO ^� BOO / yfJ J J J " J J J J J J J `Q �o F+i U O .-I
1 ' o�y9 f LO PUMP TANK V\/W J W W J W W J I � � 4 co
' • T U
2". SUPPLY MAIN '�° n 225 �� 18 F.E.S. INV. 98.3 0 I I a
� f RECEIVE
I MIN. 3 BURY- ,n ( �O (225) �`` J J J J J J= _ - �✓ t _ W/ 10 x15 x8 E D Zj Z C�
o ► 7
E.C.M. I♦+(fl (j ' QU O QN' MI:MIA�, AUG 0 8 2006 w - � I` W
S o0
(� .�'�° ,.0'�4 _ - 17.s O.8 • 'OQsIU1H AAANAGEMEN'f COMMISSION nw o 0 0
I 61 0181. 3,63 ' - - _ �!� f° N . .. � N O N �j ASPHALT 101.Ot _ __ DIVISION W WATER QUALITY PROJ# SGv$0130Zs( ,'Gf0 a^ on o� w a_
TOP 3reE (560) �O� 1� 70 LF ,$_ RCP -- - /Y-/T(�lj-'2CXxp F+1
I 010 1
E.I.P T SE Y 98.80 s8. oo.86 E.I.P. 9. P 50' TEMPORARY GRAVELED 142.75' ~N R $
CJ98. N8 35'45•E .57�1 6 TOE Ot .d9P 1 W 0) ., 0
98.69 - �'- TOE - CONSTRUCTION ENTRANCE ....I •� ,�' 0 0
o1.ta0 1 I I
I I TOE g s 3 TOE APPROXIMATE LOCATION OF EXISTING DITCHTOP
85 TOELIMITS OFFOP
I _ _
03 s APPROXIMATE LOCATION OF PROPOSEQT�pp I I a w
I I SEPTIC SYSTEM. COORDINATE INSTALLAl10N DISTURBANCE I _ 99. _ 9 -C� Q
APPROXIMATE LOCATION OF DI No. 2 18• F.E.S. INV. 96.4 DI No. 1 I •I I 96
p102.57 WIHT NHCo. HEALTH DEPT. FILE No. 15582 PROPOSED WELL SITE. RIM 100.0 W/ 10'x15'x8• E.D RIM 100.0 1 INV. 9�.5
I TOP I COORDINATE INSTALLATION GRAVEL ASPHALT INV 96.9 INV 96.6 I o�+ I I u
WITH N.H.Co. HEALTH DEPT. I I 1 N 90. N
28.75
N
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1 IOIO 1 % \\\1ltunulul���
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I Im ` .. �� i
I - SEAL
17374
1 1 i
•gCllE....
LOT 24
MB 16, PG 35 DATE 08-04-06
1 ', N DESIGN PGT
1 'Cool
DRAWN JLR
I I 1
DATE PRINTED
E.CI.M. 27.75 C 1
SITE PLAN I AUG 0 4 2006
1 = 30 - _ _ _ I POND DIMENSIONS SHEET 1 OF 2
1• = 30'
1
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MINIMUM 10' REVISIONS
VEGETATIVE SHELF 2X4 WOOD FRAME SITE WORK NOTES NO./ Description By
NOTE: VEGETATED SHELF To BE PLANTED CUT OR TOOLED WOOD OR STEEL STAKE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING Date
6' w/WETLAND SPECIES AS LISTED BELOW JOINT FABRIC CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
m
TOP OF BANK EMBANKMENT
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS" OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
_
EL. 99.5 _ _ FLOOD POOL EL. 98.0 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
98 0 4 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
z MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
NORMAL PO _ 1O NORMAL POOL EL. 96.2 RUNOFF WATER 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
EL. 96.2 El- 94.4 W/SEDIMENT-
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
1 6 Go OOOO �ro D OP 5. DISPOSAU
CLEARED,TEE AND DIISPOSED F N A
GRUBBED,
STRIPPED
PROPERLY PERMITTED FACILITY.
MATERIAL
OTHER WASTE BE
i FOREBAY 3 1 MAIN POOL Y n SEDIMENT INLET REMOVED FROM
w/GRATE 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
`_--- _ BOTTOM EL. 93.2 BURIED FABRIC SKIRT 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
3 / 2 ORIENTATIO FOR PIPE ( I ^ I AS DIRECTED BY ENGINEER EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
BOTTOM 2. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
1 EL. 90.2 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
STORMTECH 30 MIL -I I I I I PROPERLY PERMITTED FACILITY AS REQUIRED.
PVC LINER r I I
■ POND SLOPE TO BE SEEDED IN ACCORDANCE i 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
TO SEEDING SPECIFICATIONS � �- � CASTING
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
• 6:1 VEGETATED SHELF TO BE PLANTED NOTE: USE NEENAH_ IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
WITH WETLAND SPECIES I.E. COMMON THREE (1 R-3402-E FOR CATCH EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, - I- I BASINS AND R-3402
SEDGES, SMARTWEED WATERWEED & WILD CELERY FOR YARD INLETS THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. r
• A PUMP WILL BE PROVIDED TO DRAIN THE BASIN CONC. COLLAR I I 2X4 WOOD FRAME 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ W
FOR MAINTENANCE AND EMERGENCIES L _ _ - - - -J m SR RECONNECTION Al THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
DETENTION POND & FORE BAY SECTION W7�RAINLET BURIED FABRIC SKIRT 11. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD SURVEYING CO. INC AND SUPPLIED
BROOM FINISH PERPENDICULAR PLAN BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
TO PEDESTRIAN FLOW DIRECTION 1,-O, THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER C
' SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER PLAN CONK. COLLAR � ASPHALT PAVEMENT _ PRIOR TO INSTALLATION.
SPECIES TYPES: COMMON THREE-SQUARE SMARTWEED El VARIES '� 'oI3 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
DUCKWEED WILD C E R 6• 5• 6' GO �/- HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
POND WEED WILD CHERRY 4 0 PSI
- 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
SEDGES 3000 PSI /\��
CONCRETE � 2' 0" 3 " CEMENT GATHER AT FINAL GRADE.
BRICK MASONRY P ER CASING EXCESS 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. Z
E O AT CORNERS METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY z
Zr y S`OPf ,.�2 5 OP - - OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
FLOW 4- > NOTES: 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
A 1 1 .00 1. • - - r 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. To PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS O
STEEL A I III III III IIl POLYESTER. OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT rT, C
L-1 8" R , I III=1 I-III-III=I �= 2001
(50 LB/ 11NCH MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 Fi ABOVE THE DROP INLET CREST. TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. w
L- 3000 PSI CONK. -, 00 INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND ter)
8" WEIR sxs-to/to w.w.M. SUBMGRADE I I NOTE: SEDIMENT POOL- BURLAP MAY BE USED FOR SHORT-TERM BACKflLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE �LI
L _ DROP INLET TO HAVE SA�JD APPLICATIONS. T MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 7 1
SECTION TRAP DROP FOOTING 12 & 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS �•/
LEAVE OPENING AS SHOWN 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
s� a n pr-z, SECTION OVERLAPPED TO THE NEXT STAKE.
F o TYPICAL CAL SIDEWALK D EWALK AND 3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
PLAN WHEEL CHAIR RAMP DETAIL DROP INLET DETAIL 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR r
A MAXIMUM OF 3 FT MART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. T MAY BE NECESSARY TO BUILD A TEMPORARY NIGHT REFLECTING. r•1
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
NTS NTS THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE 20. DUCTILE IRON SHALL BE CLASS 50.
TYPE J CLIPS. ATTACH TO 1-1/4 x 1-1/4" x1/4" GALVANIZED
ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE ATTACH GALVANIZED WIRE /� �+ 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE V l
AND FACE OF WEIR. - - CLOTH OVER SMALL DIAMETER TEMPORARY FABRIC DROP INLET EROSION CONTROL 22. FIELD TESTING SHALLSTRENGTH OF 3000 BEDONE BY N INDEPENDENT LABORATORY PAID FOR W 0
TOP OF BANK 1 D.
ORIFICE (8 MESH .020 WIRE) L�
NOTES: NTS BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
EL. 99. PAID FOR BY THE CONTRACTOR. O
LOOD POOL 98. t. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 23. SEE GEOTECHNICAL REPORT NO. DATED , BY
r 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. FOR ADDITIONAL REQUIREMENTS. F7
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. /Gi
18" C CONSTRUCTION SEQUENCE
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
I 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). v✓1
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
RMAL POOL 96. JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PEN. INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. 1->
INV__ 6. INV. 95. % 6. PROVIDE A LAYER R TR BLDG. FELT BETWEEN WALK AND ADJACENT 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING LLE
INV. 95.7 REINFOPARALLRCE
CURB OR STRUCTURE. BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. z
3 7. REINFORCE w/6x6-10/10 W.W.M. HANDICAPPED PARKING SIGN ALUM. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TEMPORARY TO READ "RESERVED PARKING' CONSTRUCTION.
30' MAX. SPACING RESERVED
GRAVEL CURB WITH IDENTIFICATION SYMBI
I� • 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
�6"ter 40 �.6 L FILTER BOLT TO WD. POST W/ 3/ EWWWWWq
NDIUM 'O SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE Vl r '
PRRKING PLATED NUTS, BOLTS & W ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE w
BOTTOM 90.2 °D 9" x 1'-0" x .080 STD AN CLEANED OUT AS STATED WHEN HALF FULL OR WHEN STONE NO LONGER FILTERS AS DESIGNED. �,�
SECTION A - A ° TO. BOLTETO WD. POSTD NAN EWITH NDIU o 5 DURING o STRU�TION.UCREMOVEOSED A000MULATIONN OFOSIDLTTASACT REQUREDSTOIMENT ALLOWP RIOPER - ''^^PLATED NUTS, BOLTS & W FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. FNI O V)OST
DETENTIONPOND OUTLET STRUCTURE o6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS9" x 1'-0" x .080 STD AN ODURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM12" TO READ MAXIMUM PENAL , ENTERING STORM DRAIN PIPING.ANTS W TH 3/8"GS 6 CANDIUM BOLT O WD. POST
PLOD 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.LEGEND ND BORDER - GREEN NUTS, BOLTS & WASHERS. 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF
WHITE SYMBOL ON BLUE BACKGROUND FINISHED ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
BACKGROUND - WHITE PRESSURE TREATED 4" T. GRADE 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS U
-- PLAN PROVE TO BE LESS EFFECTIVE.
LATE WINTER � EARLY SPRING' 1-1/2-R ) 1-1/2"R(TYP) 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. f1 GRASSY I MAXIMUM Z ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. W `�
SEEDING M ITURE BLDG.-STRUCTURE P�"'TY a V� I I-_ -I I I
R�.�(mgn) ice` z� PLAN �2rjQ /e"(TYPO /8•(TYP) -III-I I I� k) I I=III- p MAINTENANCE REQUIREMENTS
Mnual luepsd.xa (Kan. in --- 2" TYPE SF 9.5A (NCDOT) 00
III-III =I I II I I-III-III I 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 'rE`•M'I
Piedmont and Coastal Plain. / 1 4"x1" DEEP W N V (� -
1 JOINT
TOOLED / " / I I= -� I I I-I I I= kI I I-III= M OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
Korean in Mountame) % �8" ABC STONE (NCDOT) JOINT 1/8 R TOOLED JOINT = - - ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
°rnH «""'°� 1ipi0`° "�" ara5w °l t`°'°°`°« `°" ' "°t U° �1iie LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
°ajantl `" BACKGROUND - WHITE BACKGROUND - WHITE =III-I IIUI=III- PRACTICES AS DESIGNED. z ~
I 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2
SEEDING DATES: V =III-III=I=III INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO p
11.unWn - Rea.. zso0 H: PIN. 1n-Mar 1s J-77--7 •rn f _ - T 1 P I CAL HANDICAPPED SIGN DETAIL THE STREET WILL BE IMMEDIATELY REMOVED. w 0
Bab. 2500 rE Fen. 1-" 1 K - _ -
4 RR
T+iIL A N 1 Mar 1 � , ANTS 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET W
c..w. Pgg° ow ' s PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
SOIL AM�pypng I_t =) 1=
III=III=I 1/Y EXPANSION /6" ABC STONE NCDOT N Ina ,.c«°n,r nd 75 a .w� te.b « 10Wr 2.aoo lo/oc.. p°un° ognc°I-
wm Rmwtw. ana Yso In/ad. 10-10-10 T«0w.,. NOTE: PAVEMENT SECTION MAY VARY JOINT MATERIAL ( ) GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DEPENDING UPON FIELD CONDITIONS. DRAINS PROPERLY. ,Jy O In
SPRING-SUMMER CONTRACTOR SHALL COORDINATE 6" ABC STONE(NCDOT) f.W.1 )MULCH PERMANENT GRASSING DETAIL w/OWNER & GEOTECHNICAL 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT r h
APPLY 4,000 1e/ W STRWN ANCHOR STRAIT BY TACRNKG WIM A T, NETHTG. ENGINEER TO DETERMINE EXPANSION JOINT (E.J.) CONTRACTION JOINT Cl 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY v d
OR A NILUM ANCHDIbC TDO_ A DISK WIM BAOPs SET NEARLY SITMxWB cW WE SEEDING MLXIURE ACTUAL PAVEMENT SECTION. TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS Z � 1ZI coE � (5
USED AS A u AwnxRWc TOO +� �f�� A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. z z
SIDEWALKJOINT NT DETAILS � 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET t` W
osA�L n PAVEMENT SECTION ,. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL , PER COURSE BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
R.r ,o MAINTENANCE w not TWIT ,.rwtW:e and mwm gym- r` 4 0
2. corNIRACTOR MAY USE ECCENTRIC M.R. LWR SEDIMENT POOL NO LONGER DRAINS PROPERLY. V1 0 Ol O W
m.a.rM, reRamq Motwn «am mmaq.. TAIL nsDOE So ANTS ANTS 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 40 CA AA w
SEEDING NHS TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE p••I
TEMPORARY SUMMER GRASSING DETAIL 1.WHERE A IFAT APPEARANCE IS DESIRM NN S�
LTILtE (e/ml e� VEGETATIVE COVER. P-04 � o
z. E COMMON B lRNMAGRASS Y a rmATm RIN wrier T DWwDI eE-
ill
SEEDING TIMXTURE COME A pIST. IEWRIOYM4 wr lE REPLACED WIBI a yeah conrmErw.ss
QWMIT MILLET w SEEDING DATES ,0.1 w>�,4.r
N TILE PE1x10MI AND YMMEAeS.A$1Yll'-STFWtD SAIDANGRASS MY BE ApWL 1 - DULY 15 P r� T••1 Nay W U
s esunTRD N A ME a 50 1e/Aac r
VARIES 6'-8' MIN. ► C--L �r cT, F+I
SEEDING NOTES SOIL AMENOME TS I . N .
PEDW NT - TNT 15-A11C. 15 �,M�p AM 5W ACCORDING M%a 10-10-10 FER�.y"�"
DO rr&n r 7 AFR' II5 15 GROUND
15 STEEL OR WOOD POST
SOIL AMENDMENTS MULCH O WIRE FABRIC
IDUGW REDDIMuarors M SOIL Tess OR APPLY 2.000 UB/AaE GROUND uRsn+1- APPLY 4,Kxo w �.cRAw srRAENOR ILUANIFIif C0.t3t t►NIORER sWrAaE
DnN LEESTa¢AND 750 Ul/ANTE 10-10-10 nRlr,gx. want. Axa�In T=WIDt R ECU.RO,WIO.OR WOWING IE�•Gggq MIN. 12-1/2 GA. o FILTER FABRIC
WITH A wxnt ANaaRING Tom.A DISK RUN I&AD13 SET WENEY STRNnR CAN BE INTERMEDIATE WIRES,1 v.
MULCH USED AS A MILOH NrMDIWs TOOL
APPLY 4,oW LB/AtlE STMM.ANCHOR STRAW BY TACKM WIM ASPMLT. NETTING, PLAN
OR A MLILCH NIDIW6 TODL A DISK WIM IIAMS SET NEARLY SIRNOD Fµ BE `E
1I3D A5 A IARfA1 ANDIpfWC IiMIL J ! IXT41t PIET/L4f �' RISER RANG
WFERTUZE TIE FOLLDMNG A WITH SD!/m.NITROGEN. REPFAT AS tltDA'TN 4
,.•Y�- REQURES. MY BE ACNE°ONLY ONCE A 1FIR WHIN A NEAT NRFMNIfE 6 I I • I I11 xKR$
w\1 GJwwAc DESIRED, U6T SEWGEA AND WBY AS OFTEN AS T EMM E�K SIkPS"'T',Y• OC N (••••,�`�
RETTRW�E GROWN!6 lIm ALLY AOEtNNTE. R1.YID, RFIEARUTF AND MINDH W- ANCHOR FABRIC SKIRT ``\\\\
ESSI
lwA\mr IDlL1WRlf T9rL90N KIN lTl1Ex DuOrc ENT GRASSING DETAIL I I M o I I AS DIRECTED BY ENGINEER PR'N-�ED "-' SEA L
_
PER"
ENT
FALL GRASSING DETAIL SEEDING MIXTURE 4 2pp A A 17374
LJ LJ ,. . ,. � 6 Z ;_'�.
SEEDING MIXTURE Al 1�/eel l * ' pUG ;�1/A •�!Glr `yam :
TALL PESCLIE(BLEND OF TWO OR
�. RETE (6/eswl T11WE f1rRd.En WAIETIES) 200 NOTES: •• /
Frye (Groin) 120 SEENnE(GRAIN)DING DATES zs i. FENCE FABRIC SHALL BE A MIN. OF 32" IN W14TH AND M.H. w �/ CRE
SEEDING NOTES wDI _APM SPACINSHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY �9
MOUNTAINS - AUG, 15-DEC, 15 AUGUST - DECEYHA
awsTAL PLAIN wa PEDW0NK - RUG. 15-0Ec w SOIL AMENDMENTS 2. FABRIC6* IN WIDTH.SHALL BFABRIC E FOR EROSION
BE FASTENED D MIN. OF � R• DATE 08-04 T
APPLY LINE AND IOMM NxxrRRTG To 5DE TESTS.OR NPEY 3400-S,DDD a/.a. ADEQUATELY TO THE WIRE FABRIC A$ DIRECTED BY THE M 'V/k
SOIL AMENDMENTS GROUND a/,,�LT�UW1r�UMESIONE�SE THE UnwR MITE ON SANDY SMS)Nw $ SEE PLAN DESIGN PGT
FOUDW sal TEss oN APPLY z000 Ue/AGRE GROUND AGwcuuURA1 ENGINEER. b - _ 10 DRAWN JLR
6 MI
LIMESTONE AND I,DDO US/N 10-10-10 IERTRAZER. 3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE
���I� MULCH SELF-FASTER STEEL. ANGLE TYPE L1
IwHEART EN
APPLY 4 ANCHOR STR GRAN STRAW DR AMIALT WWAIN a'NWDN 9R BY 4. WOOD POST SHALL BE A MIN. F 6' IN HEIGHT AND 3' 3'-3• YRL 3'-1 3 • YW. 2' - 3" ESE F'UNrI •�/\�
YULC11. AWU 51RNM BY TA TO VIM AK WGIII ADES ET NEARLY TR BY OGAN
APPLY 4Axn ANDID L STRAW. AA DISK WITH m T SET VIM ASTRAJO NETTINGAB LNG ETTH A wt/ GRAIN S TOM.A 09I wIH 00" F IEAIEr SDWDIB GIN TO 4' IN DIAMETER. WIRE FABRIC 94ALL BE FASTENED COARSE AGGREGATE
OR A AS A NCH Ahl TOOL A DISK MAIM lIGLS SET NEARLY SIRAGHT CAN BE 1� ,ry `F(ILE R Fr;urclN
USED N;A IAAGn ANCHa1wC TDm. lE USE°As A wuM NImIDISC IODI. TO 1/DODO POST WITH NOT LESS THAN WIRE STAOLE RINGS G SEMM A - A APPROVEID EUUALt
MAINTENANCE MAINTENANCE O TEMPORARY GRAVELLED ENERGY DISSIPATOR
Imo. �q W � t l/«°�� O:0::°°� A 12�' TEMPORARY SILT FENCE STORM DRAIN MANHOLE DETAIL CONSTRUCTION ENTRANCE NTS SHEET 2 OF 2
Sum 15. o.Wrre .MAN 50 !/acre KP =mont one Cautel Plan) 16-4-1.OR SYIAR TURF FEIM.9M AAUU PERIE�71 APRAXRO6 MINING
« K«.°n XMewlar•) ■.P•eoa In lM. F.lswrr « wry II.rcN. WARM WEATHER,AS TN5 EOFASES SING LOSSES W D19F RESEED,EFRGLIZE. NTS NIS NTS
AN MULDi MWGED AREAS YEDIAHLY MOW TOA NOGNT OF 24-35 WOO
AS NEEDED. 1 06018
I
r •.Cry

REVISIONS
Do a Description By
R/W J I
- - --__- - - - - --- - - - --- - - - - - ------ - - - - - - - - - - -- - - - - - - ��o.
af
- -- HERMITAGE ROAD9
IT
HERMITAGE '
--_ - - ROAD W
(60' R/W) CO
- --- - - - - - - -
- - - - - - - -
- - - - -- - - - - - - - f I VICINITY MAP
-- - R/W IMITS OF NOT TO SCALE
-- DISTURBANCE
_ - ,
EO --
T - - - - - -- - -�-" � o ,
I
,
a z
z �
1 `~ RECEIVED
LIJNFlo I � rB� 1-4
1 L _ 1 8 ; I w JUN 1 e aW; ZO E� W
c CO I I PROJ�-S>� a3oa3i �'
EXISTING ROADSIDE SWALE, (�
Z Q ' LINED WITH EXCELSIOR MAT i A
Lu IMMEDIATELY AND SEEDED. I I ro, y �0
, 0 I � I wz 0
2 APPROVED
' 0' ' SDMH No. 1 NORTH CAROLINA ENVIRONMENTAL Z � 0
7
' 18" .E.S. INV. 9610 MANAC-L" `IT COMlJISSION w
I I I RIM. 99.0 I W70' 5'x18" DIVIs; a c WATER QUALITY �J
OUTLET STRUCTURE INV 96.4 �. ...� Y Qi
I - (SEE DETAIL) �,�. ��T - Qatar 3 A y m
- _ _ _ I F-1
20• / N85'37'00"E 534.54'_ _ - 5 51� 0 3 0
50' ' APPROXIMATE LOCATION OF_EXISTING /DITCH - LIMITS OF 99.5 --_ Swm,cater Permit No.
O
_ � w 11�-�
}_ __ _= - �DISTURBA CE- -- - - - 96.2 PROPOSED
I X 1-- X T F X X/ �� X TSF or X X �O� POND AREA o/ I I LIMITS OF I Z 0 w
90. ! / I DISTURBANCE A W 0) Z
you I y0 0 --� [-4 � O
zII .19 I'I I 2 tiI"/ ' l \ \\ ° I\\ „0. • ° 3005) I 7 191,A1 9
1.2 99.30 X I ,I
o/ �
99.48 L8
99.53 iGRAVEL AREA °0043 _-
qa
P-d a ' ft s � - - - - - - - - - - - - - i -lOO
DROP INLET - - - - - - - - - - - - - - - - - I�W PUMP
- - - - - - - - - - - - - • - - APPROXIMATE LOCATION
50' O P95 J V
I
o `o n0 99.72 ' OF EXISTING EOP rr �,•
I� I \' z \ 8' (250) ��- - - - - - - - - - - - - - - - - - i' / (� I 1 V
o o I I iv LOADING DO �•o n \ \ ` - . . . . _ _ _fir ~ O0 li IUW' I ROUTED TO POND.NOTE: ALL ROOF DRAINS TO BE
0 a o _ (250) a �w
a - 100_, , , - cn w I
o�' J PROPOSED ,o . WE N• '
I 3 ¢ I a BUILDING 18' �_ $��. i N I 00
_ ,R . 0.26 Acres _ _ �► 62
\`� 6 8002S Z
,� 12 1 I I F.F.E. 102.0 © ® v7/ 25' '
I H
I 00 Q I I a 18' 24'\ 18' i ' /� ,o TREETYAR
O I O
GRAVEL AREA a 18' \10j\ \ A/ , . . _ �%100- � % IF RAY I ' LEGEND W cts
F ' ° �� T i 99.72 EXISTING CONTOUR oo ,-1
1 \\I PROPOSED I fO 1°' ot32 �\ ° too.'s)O, a \• � - - /. °.ioo.32 1. i I � co- °' N .4 c0
\ �To 00 j 9Q ` _ �\ _ _ _ �; /�! I 30• EXISTING SPOT ELEVATION 1"4 -4-1 � L
I I ' SEPTIC AREA h 225 2 24' (2IL5) f'�f- - - - . - - _ vl�-0 y_ 7 18" F.E.S. INV. 97.0 y.° PROPOSED SPOT ELEVATION F�� coo I I �;
\ 0 00 \ O� \ •� _ L3 _-- \ W/ 10'x15'x8" E.D / Z , z Co co z
2" PVC 17.5' �\ 10 c- 980 , ® DROP INLET w/INLET PROTECTION w
o`' O' Y -s♦ N �' \ -� 988 � 1 J /ice ' _� w �' _ ASPHALT ±99.5It MATCH G STORMWATER RUNOFF DIRECTION a
o I �
00 \ �� CONCRETE AREA a U
- f- T - a
E.I APPROXIMATE LO ATION OF EXISTING DITCH \ I I \ E.I.P 50' (175) LANDSCAPING w AREA rn 0
�� N88'35 45 E 576.19 \ I 6" CONC. Fj UME 18" INV. 97.2 1 CONSTRUCTION ENTRANCE / .�
\ \ LIMITS OF I ' 1 LIMITS OF DISTURBANCE
I W/ 10'x15'x18" ED � d'
' LINE TABLE DISTURBANCE I 1 """- """"`� "°"��°
I I \\ I 1 I I I
LINE LENGTH BEARING
i X X TEMPORARY SILT FEN CE
L1 25.07 N05'38'09"W
L2 12.47 N78'05'48"E E.I.P. EXISTING IRON PIPE
L3 25.58 N82'00'14"E 0
L4 12.94 N64'19'15"E EXISTING CONCRETE MO El NUMENT
L5 20.41 N17.57'53"E OIOco
0 L6 61.14 N30'55'17"E ° CAR
L7 47.64 N14'5918E
,O
PROPERTY CORNER
L8 44.27 N80'30'13"W I r*i � /
I L9 27.88 S85'34'52"W I , SEA L
L10 19.03 S36'46'08"W ' ' SITE DATA > _� ' 17374
- ' Q
L11 19.79 S89'03'29"W I I j %<< '.,c l :'AZ
L12 28.11 S51'57'44"W I 1 SITE ADDRESS: 310 CHESTERFIELD ROAD iA --•--"
' L13 29.39 S16'08'05"E - 24
L14 19.52 s48ro2'o4"E I I� TOTAL AREA 2.55 ACRES
L15 15.14 S10*14'59"W �I 1 ZONING I-1 DATE 06-05-03
L16 27.96 S3510
.04„W I BUILDING AREA 16,800 SF
1 ' DESIGN PGT
I L17 28.81 S35'23'56"E i I I I PARKING SPACES REQUIRED
L18 24.24 S01'01'28"W PARKING SPACES PROVIDED 18 DRAWN JLR
L
L19 7.88 N8925'44"W , ; ASPHALT AREA 15,692 SF
- - - L2o 66.40 s18'Sa'2o"w 1 CONCRETE AREA 1,620 SF
GRAVEL AREA 16,770 SF C 1
SITE PLAN - - - - - - - - I I E.C.M. LANDSCAPING AREA REQUIRED: 1,255 SF .L
- - - LANDSCAPING AREA PROVIDED: 1,255 SF
_ 1 SHEET 1 OF 2
- - - DATE PRINTED 02110
JUN 0 9 2003

REVISIONS
2X4 WOOD FRAMES SITE WORK NOTES Date Description By
GTE: VEGETATED SHELF TO BE PLANTED CUT OR TOOLED / WOOD OR STEEL STAKE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
6' w/WETLAND SPECIES AS LISTED BELOW JOINT FABRIC CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
TOP OF BANK EMBANKMENT 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
EL. 99.5 m x OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
FLOOD POOL EL. 98.0 DO 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
4 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
NORMAL POOL `� NORMAL POOL EL. 96.2 RUNOFF WATER 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
EL 96.2, 11 FL_ 05.2, w/SEDIMENT-
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
�i 6 °' OO�O 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
3 PLOP INLET REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
FOREBAY /^ z SEDIMENT
1 MAIN POOL I �+ w/GRATE
BOTTOM EL. 93.5 lr „1 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
3 1 SEE PLAN FOR PIPE r�' 1 BURIED FABRIC SKIRT 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
2 BOTTOM ORIENTATIO I I AS DIRECTED BY ENGINE EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
EL. 90.2 _ - - - - I I I I FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
I B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
I I II 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
DETENTION POND & FO R E B A Y SECTION oo I CASTING �J EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
NOTE: USE NEENAH IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
N I I
1 R-3402-E FOR CATCH EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
I- I BASINS AND R-3402 THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. r
• SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER FOR YARD INLETS W
I I 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
SPECIES TYPES: COMMON THREE-SQUARE SMARTWEED CONC. COLLAR L _ _ _ _ _ J x4 WOOD FRAME WOOD OR RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
DUCKWEED WATERWEED STEEL STAKE APPROPRIATE PERSONNEL.
POND WEED WILD CHERRY DROP INLET 11. EXISTING SURVEYING PERFORMED BY STUART BENSON SURVEYING CO. INC AND SUPPLIED
SEDGES PLAN w/GRAB BURIED FABRIC SKIR BY THE OWNER.
BROOM FINISH PERPENDICULAR - -
TO PEDESTRIAN FLOW DIRECTION 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
H CONIC. COLLAR _ THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER O
PLAN I I ASPHALT PAVEMENT PRIOR TO INSTALLATION.
ELEV. VARIES - 't , 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
4' SIDEVAL 6' s' 6' �/- HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
_ 3000 PSI }� 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
I CONCRETE 2' 0' 3 CEMENT GATHER AT FINAL GRADE.
I: _ BRICK MASONR PLASTER CASING "� EXCESS 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
'4 �TEEL q = e ^ ._ : - X? �qof 112 gOPE W AT CORNERS E RESPONSIBILITY IP
:.;.
�18•• R I .:�.: - - 16
FLOW O � OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. a
'14 ;,:..,,.:••: •:..�-.• . ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING O,.`".` - _ 4. j NOTES:
"� - - - I 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
I JI-1-I-,Jj' • _ POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT ^'
L - • �111�11= 3000 PSI CONIC. (50 LB/ 1INCH MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. w
i< ' ' 00 INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 8. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND �1
J(j"� 4• F Bx6-10/10 W.W.M. COMPACTED BAC(FILL THE TREN04 WITH AT LEAST 4 INCHES OF CRUSHED STONE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE �4
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
NOTE: OR 12 INCHES OF COMPACTED Soil SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
DROP INLET TO HAVE SAND APPI3CATIONS IT MUST BE REPLACED EVERY 80 DAYS
SECTION 1 STORM DRAINAGE P WITHRUBBERASKETED JOINTS
PLAN TRAP DROP FOOTING 12 & 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE 8 CONCRETE L OR D AIN GE PIPE SHALL N CLASS III WI RUBBE G
TH TYPICAL SIDEWALK AND SECTION LEAVE OPENING AS SHOWN OVERLAPPED To THE NEXT STAKE. AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
TYPE J CLIPS. ATTACH TO 111/4"BEARING
It 1R 1/4B0/4"S. FGALVANIZ D 3 METAL A MINIMUM USE 3 FNCH T.
EQUIVALENT 8• THE TOP OF THE FRAME AND FABRIC MUST B WELL BLOW THE GROUND 19 CHLORINATED RUBBER �KYD,. USE WHITE LANE MARKING IFS TNT ORPA115, TYPE PAVEMENT I FACTORY MIXED, QUICK DRYING, x
ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE WHEEL CHAIR RAMP DETAIL DROP INLET DETAIL ELEVATION DOWMSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
AND FACE OF WEIR. ATTACH GALVANIZED WIRE 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
CLOTH OVER SMALL DIAMETER NTS A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. NIGHT REFLECTING.
TOP OF BANK 3 1 ORIFICE (8 MESH .020 WIRE) THE GROUND, APPROXIMATELY 18 INCHES DEEP. 20. DUCTILE IRON SHALL BE CLASS 50. QQ
EL. 99.5� 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE v 1
OOD POOL 98.0 STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
r TEMPORARY FABRIC DROP INLET EROSION CONTROL 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR W Z
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE r-I
18" fC NOTES: NITS PAID FOR BY THE CONTRACTOR. O
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 23. SEE GEOTECHNICAL REPORT NO. � DATED -------- BY -__-_
I 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. FOR ADDITIONAL REQUIREMENTS.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
RMAL POOL 96. CONSTRUCTION SEQUENCE W
INV. 96.2 NV. 96. 4. THICKEN SIDEWALK To 6" IN LAST 3' WHERE IT ABUTS PAVEMENT 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
to
WITH NO CURB.
NV. 95.7 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). ^
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED (•�I 1�,
3 JUNCTIONS. AT STRUCTURES, AND AS NOTED ON SITE PLAN. Imo'
TEMPORARY 6. PROVIDE A LAYER OF 15IL BLDG. FELT BETWEEN WALK AND ADJACENT INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
TGRAVEL PARALLING CURB OR STRUCTURE. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
�� 4'-�" FILTER 7. REINFORCE w/6x6-10/10 W.W.M. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
30' MAX. SPACING CONSTRUCTION.
BOTTOM 90.2 CURB 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SECTION A - A SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
V-6" x 1'-0" x .080 STD. ALUM. ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE 1. W
DETENTION POND OUTLET STRUCTURE RESERVED TO READP"RESERVED PARKING" to CLEANED OUT AS STATED WHEN HALF FULL OR WHEN STONE NO LONGER FILTERS AS DESIGNED.
°•- WITH IDENTIFICATION SYMBOL I 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
U ColPARKING BOLT TO WD. POST W/ 3/8" CANDIUM DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REWIRED TO ALLOW PROPER o
NITS ° PLATED NUTS, BOLTS !2 WASHERS. FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. V l
Mf IT ® 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS r,
9" x 1'-0" x .080 STD ALUM. SIGN �o DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM F•�••1
TO READ "MAXIMUM PENALTY =100, ENTERING STORM DRAIN PIPING.
GS 20-37.6". BOLT TO WD. POST 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
WITH 3/8' CANDIUM PLATED B. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF
SEE IN ACCORDANCE r 12" I NUTS, BOLTS k WASHERS. ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
L - WITH GRASSING DETAIL - - COLORS PRESSURE TREATED 4"x4" POST Do 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
LEGEND AND BORDER - GREEN 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
LATE WINTER At EARLY SPRING _ _ WH TE SYMBOL ON gLUE BACKGROUND
BACKGROUND - WHITE FINISHED GRADE---,.. PLAN PROVE TO BE LESS EFFECTIVE.
TEMPORARY GRASSING DETAIL I I ''_ `3 1 �j�pP Ili ' I I 1Z1 -_ 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. f1
SEEDING MIXTURE -I j_ S�O/J �j' -I i D�l l- 2 1-1/2"R(TYP) ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. I••�I ^I
jy4g RAZE b/md -1 I E -III--1 I I- BLDG.-STRUCTURE I O
gr .. PLAN MAXIMUM z MAINTENANCE REQUIREMENT$ 00
Mnai INiapROWm (KaDe in 120 -I I I I- SEE SITE PLAN FOR INVERT I- 11I I- 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND T Ft
Kar an n Mountains) �'°�' PENALTY -III=1 I I_ I I I_I I I-
Knaof 1 .P Mauntaina) 6n 1/8"R TOOLED 1/4'x1" DEEP w/AN - � k - OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
Draft Iapad Ro .nm b.otMn of t.apa yr sw M not to a.lm0 JOINT 1/8"R TOOLED JOINT 0 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
beyond Axw
3/8"(TYP) I II-III-TILL II-III-III I PRACTICES AS DESIGNED.
SEEDING DATES: $2 5 O ITT-I I� �I I I=IT-
Mountains- Aso..2500 it: Fs. 15-Mor u - • ' CS 20-37.6 LJ 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2
Bdo„noo m Feb. I-May , , =III-III I-III- INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO 0
- --
PlMnmt - Jan. 1-Mar 1 - -
Costal Plat D.a. 1-Apr 15 TYPICAL GRASS SWA LE - - 12' 1 -III-III-1=1 I I 3 THE STREET WILL BE IMMEDIATELY REMOVED. r,
a .: � W
SOIL AMENDMENTS LEGEND AND BORDER - GREEN . SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET W U
Pala,r.tvH.nwaatbn.o1 oar tat,o, r ZOOO E/ova groom sr - NTS 1/2" EXPANSION ( j BACKGROUND - WHITE PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. 0) 0 �
toM Wno t oTM T50 N/ay. lo-lo-1 f°le . JOINT MATERIA J 6" ABC STONE(NCDOT) GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
MULCH TYPICAL HANDICAPPED SIGN DETAIL SEDIMENT WILLPROPERLY.
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 4-) � In co 0
SPRING-SUMMER 6" ABC STONE(NCDOT) DRAINS -P
APPLY 4.00o LB/AONE STRAW. ANCHOR STRAW BY TACKNG w„H ASPHALT. PERMANENT GRASSING DETAIL EXPANSION JOINT E.J.`1 NTS 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY 0 � O I I D_
OR A MLA UL HANCH TON. A NISI!NN ENEs SET IENLY STRAIGHT CAN SEEDING MIXTURE / CONTRACTION JOINT (C.J.) TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS Z z CO co i
USED AS A MAE)1 ANUIU@O TpOL.
RATE nb/amrl A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. r, CO f0 rc
M"'"TE"""` 9°°m`E SIDEWALK JOINT DETAILS NO CONTRACTOR MAY USE BRIM WITH MAX. CORBEL 1 PER COURSE
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET W z` z
R.Greas.N p..N M not Adr aRaWNot..R.a.R.r.MRla and males Yn- BAR k UIcr"1DAOtAA 10 BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE +G B
.O"dy TaR.wy arson or oNW doo q TALL FEM 50 NTS 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 0 C) O w
A SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEEDING NOTES 2 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING N
TEMPORARY SUMMER GRASSING DET SPILLWAY Sy A•4
1.WHERE A NUT APPEARANCE a OLSR®.war SEITCEA TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE AN fr
SEEDING MIXTURE x.USE COMMON O EAMM ONLY ON MATFO SETES WERE n CANNOT E- iJ y N
CUE A PEST.REM RAIACI AQ WY RE REAL®WITH S ID/m.mRPEOEOI/SS
3E= RARE 0b/Wm l y VEGETATIVE COVER. H
UWIAR MD1ET 40 •rri ?•J b f'V Iw ^Fi 0 r� N
SEEDING DATES W V�
N THE PIEDMONT AND MOUNTAINS,A SYALL-S1FMm SUNDAWRASS MAY E APRIL 1 -J LY 15 FLOW rtf 4
SUBSTITUTED AT A RATE OF 50 iB/ACE. ----.---- O
SEEDING NOTES SOIL AMENDMENTS �. VARIES 6'-8' ►' - 2" TYPE I-2 (NCDOT) � �
A AS Y `� 8" ABC STONE (NCDOT)
MAINTAINS-MAY 15-AM 15 APPLY UK NO FERTILIZER ACCORDING 70 SOL TESTS,GR AAAY 3AM 4/oa.
PIEDMONT-MY I-A M Is C OUNI AGRICULTURE LME=W AND 500 E/awes io-10-10 EERTLLTIDI. `UNDISTURBED 0
COAST&PLAN-APR IS- 15 SUMP CHANNEL BOTTOM _ _ STEEL OR WOOD POST
BOTTOM __ _ O
SOIL AMENDMENTS MULCH CROSS SECTION I WIRE FABRIC
I
FOLLOW RECOMMENDATIONS OF SOLL TESTS GR APPLY ZOOO LB/ACE GROUND ADECIL App,-r.,COD a/aa.OIAIN SREArue ELu1VAuxr cau a NORM sRTASE r E -. a FILTER FABRIC
TURN UDESTONE AND T5o IB/ACE lo-lo-10 FERTILIZER. i
MLCL ANCIGR n TADxDIG WLN ASPHALE RWIMA GR ETTNG OR BY CRIMPING W I MIN. 12-1/2 GA. O m Q
� ANC TDa�A COW WITH BRACTS SET WANLY STRAIGHT CAN BE ,I } � - - NTERMEDIATE WIRESS LZ I�I1=1I k
MULCH I I H I ILI
APPLY 4.000 u/ACE STMW ANCHOR STRAW BY TACNNG WLN wwEINT,1ETTdc, D I PLAN NOTE: PAVEMENT SECTION MAY VARY
uUsDD MULCH AN 10A MULCH NG TA DISK ODIL WITH WADES SET NEARLY STRAIGHT bN E MAINTENANCE 5 - M COVER PRECAST 4- RISER RIM. CONTRAC OR SHALLI COORDINATEONS ttT L X X X i E EEAA
MAINTENANCE E�.MAREFORTILIZE Y�ET>u�BwN�c LYRIL �� REPEAT As aoWN W N r .H T; wETH EN OWNER & GEOTECHNICAL `�\\ •�`` CARC�/
COVER
WIT
OFIBI AS
REDOES MAY E IgIFD ONLY AP ONCE A YEAR.oavNHOIENITROGEN.A TEAT APPEARANCE AS
R W 1Y OC i
ENGINEER TO DETERMINE
EPEBm.Ta I omWTH I5 NOT Futr ADEQUATE RESEED.REFIREILIE AM MULCH I I O I I ANCHOR FABRIC SKIRT ACTUAL PAVEMENT SECTION. �� �;•.�'
MmuWLY F,LLOWDO E,09GR GR oIER oANA(L o a AS DIRECTED BY ENGINEER 3 T PAVEMENT SECTION +e•S E A L
FALL-WINTER STONE SECTION A-A ' + TL _ _
PERMANENT GRASSING DETAIL " -
TEMPORARY SEDIMENT TRAP TABLE NTS A A -Z; 17374
SEEDING MIXTTEMPURE FALL GRASSING DETAILSEEDING FEs in �,E /�� NO ACRES REO'D ROVIDE L W D u "off a
ja= RAZE nb/mml THREE IMPROVED VARIETIES) ]DO AA
TALL aE OF TWO GR 1 0.29 522 550 55' 5' 2' NOTES:
Rye (grain) 120 RYf(GRAN) m Y.H.
N c AE)Tni,nTtT`
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SEEDING DATES PLAN SHEET FOR LOCATION SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 1. 6 3/4" ono
SEEDINGG NOT TES Ec a A R-E COT NOTES: SPACING. m - �y DATE
sx THE o 06-05-03
MOUNT IT
COASTAL PLAN and PIEDMONT- AUG. 15-EC 30 1. SEDIMENT ORAL WILL FK CONSTRUCTED FIRST,
SUMP SECONDLY. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
SOIL AMENDMENTS 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY 36" IN WIDTH. FABRIC SHALL BE FASTENED FORM ow CHANT - DESIGNS PGT
SOIL AMENDMENTS APPLY LIE AMD FERTILIZER AOOMM TO SOIL TESTS,GR APPLY aiG &COO D/ WILL BE NO LESS THAN TWO FEET. ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE M1N\ SEE PLAN DRAWN JLR
GROUND AaacuTURAI LIMESTONE(USE THE LOWER RATE ON SANDY inns)AND 3. SPILLWAY DEPTH SHALL BE ONE FOOT. ENGINEER. \`j
FOLLOW SOIL TESTS OR APPLY ZCOD LB/ACE GROUND AGRICULTURAL 1.000 a/ov.10-10-10 FERTRIZER. - °�,� .
LIMESTONE AND LOOD to/AC10-10-if)E10-10-if)FERTn32E11. 4. STONE FACE SHOULD BE NO LESS THAN 8 INCHES m - - o
MEASURED PERPENDICULARLY FROM THE FACE 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE ,�i"---- •
MULCH MULCH OF THE LARGE STONE. SELF-FASTENER STEEL ANGLE TYPE. 6 MI
APPLY 4.00D a/aa.GRAN SWAW OR EQUIVALENT COVER OF A40M SUITABLE 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 2- _ 3• ��- - E PLAN //�� �\
APPLY 4.000 LS/ACRE SMAw ANCHOR SWAM BY TACKING WITH ASPHALT, MULCH.ANCHOR SIMIAN BY TAONDO WIN ASPHALT.ROVNG,GR ETTING GR BY 900 CF OF SEDIMENT STORAGE 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND S 3'-3' MIN. V-1 3 MIN. COARSE AGGREGA
&qt
GR A MLOH ANCHORING IDOL A OM WITH INADES SET NEARLY STRAIGHT CAN END 1Q^'A MULCH ANOIOmC TOOL. A Dlsl WITH EADEs SET TENLr SIRA11Rf1 6. DEPTH OF SEDIMENT IN SUMP WILL CHECKED AFTER EACH TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
,� A,u,-p, ANCHORING TOOL. E USED AS A MALT AAICIGRNC TOOL. MH RINGS FIL R FABRIC
STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS). TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE r^y�L SECTION A - A �MrgR 100 X Q)7. REMOVAL OF SEDMIMENT TRAP WILL BE DONE IN SUCH A WAY 1 1/2" LONG i,/,EyTE P i1'�i ED SEC ON PROOVED EOUA
MAINTENANCE MAINTENANCE AS TO LIMIT S LTA ON. TEMPORARY GRAVELLED
R1. - °tiv"ao.tl" N.tl�ttwrvo"'N`�r °°�i° OR A0BbNC�IN�E""p p°aW. " TEMPORARY SEDIMENT TRAP DETAIL TEMPORARY SILT FENCE JUN 0 9 2003 STORM DRAIN MANHOLE DETAIL CONSTRUCTION ENTRANCE ENERGY DISSIPATOR SHEET 2 OF 2
or K.
15, (Mount .HST SO b/avi Naas mt mM Coe"Pld: 16+0.O R SBUTAR TU6 FERILLIIDL AT®FERT IM APPLICATIONS CURING NTS NTS
a Karam (Yoontaln.)IaepaNna M M1.C.puvr or early MINT. WARM EAINR,AS THIS INCREASES STAND LOSSES TO DISEASE RESEETL FERID$ NTS NTS NTS 0 2110
AND MLCH DAMAGED AREAS DOMDTATELY.MOW TO A HEIGHT OF ZSS5 INCHES
AS NEEDED.
I