SW8101018_APPROVED PLANS_20111201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �()to I g
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2011 12 M
YYYYMMDD

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. Tripp. P.E.
Date:
W
Registration Number: 17374 SEAL
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Property Owner Certification:
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"I (We) hereby certify that I (we) am (are) the current owner of the property mud that upon
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
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New Hanover County, the State of North Carolina and the Federal Government and its
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DOMINION PLACE
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NOT TO SCALE\
agencies which are hereby made part of this plan. As the owner, I (we) accept full
SECTION
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responsibility for the construction and operation and maintenance of the proposed facilities. I
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MAP BOOK 34 PAGE 114
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We will not attempt to transfer of this responsibilitywithout the written authorization of
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NOTE: CONTRACTOR TO FIELD VERIFY EXISTING
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New Hanover County."
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LOCATION, INVERT SIZE AND MATERIAL OF ALL
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Signature:
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LOT 6
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UTILITIES PRIOR TO ORbEkNG OR INSTALLATION
OF PROPOSED CONNECTIOhJS
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Printed Name and Title:
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a e. LOT 13 I °- N I I LOT 7
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� EXISTING FIRE HYDRANT
EX. SSMH -- TIE INTO EXISTING JACK & BORE -
RIMINV 34.63 APPROXIMATE LOCATION OF �� - - r-0 SANITARY - (TYPICAL)
4I INV 291A� 10 EXISTING SANITARY SEWER MAIN I SEWER MAIN 1" WATER SERVICE -
NV OUT 2 _ - - - _- - - - - T I NV: 28.10t
O 42 LF CL �1�1P
- - _ _ - L - -3�[F 12"XO.25"
-- 3 29-----------F-r� �- ---- -- '-CASIO
-STE€L
- / EXIST. g" SS - 35.6MATCH MISTING ASPHALT I 50' TEMPORARY GRAVELED (BEGIN PVC ® ROW)
3`ti .�% SS -^I �E35P_.14 -- GRADE 3�3L �___ z6 25 +36.51 36.65
_ _ _ COINSTRUCTION ENTRANCE 1" METE
-.. _- - _ _ 3 .44---+CL-`�-Cl- -GL- RELTOOWR =.
EX S�Mi i = - + 34.77RRIGATION)- -
�.
_ M 35.09.._. +3 14 -.`- - �:� �X1S T
�S
- , 35.-`"e,-: �r _ fir= _- INI�3375
�XS JS �.
g + -. ., I
Rttvi-:- 22 ,, �� �0 _- o � , _ cH-S15 " EP c' rti. s INV: 33.? 5 S X 5X12 RR
as 25 r v
o. _ RGP
_ _ SXSX12 R
30.28 DRAINAGE:.,,.,,_: a b- 18 R�. ,�.. _
EASEMENTo , I<tIV: 11 35,73 .. t 3 ANITARY SEWER EASY (1) 2 VMETE
R
S+ �1) 2 BACKFLO RPZ
MB. 33 PG. 389
0 E ISTING J OS�D�fPE� \ +36.43- - 36. 2 Q�X X1 H SIDE (CUBICAL) �6a� - - - 62- -WfH6T 86X
TION 30.28 o EA H SIDE TYPICAL + 6
CONTRACTOR TO REMOVE EXIST. 4' COND g
CLEANOUT AND CAP EXIST SEWER
1) 6"x8" TAPPING SLEEVE w _ U) �' ' I
1) 6" GATE VALVE
6' BACKFLOW PREVENTOR IN m / I
UILDING) Q EXIST. 8_WATER LINE
1 2;;X8" TAPPING SLEEVE T _ _ _
�13 2 GATE VALVE 1� _ - - - -
DRIVE 50_�BUG R°W� I
EXIST. 8" WATER LINE _ �l - '�_ - - ENTERPRISE - II
_-MATCH EXISTING ASPHALT I - (SR 2682)__---�,
GRADE 36.0tCL_EP
3g 32 50 TEMPORARY GRAVELED -38-
CL `CONST,UCTION ENTRANCE ��- � ��� = pr�3�5. N
INV: 3� + 35 34� EXIST_ - " CABLE 6 ox 5'�5 I
w vv, :�
S X'SX12"� -�i, 5.62 „
PEDESTAL
S21'45 00 E 3� 6 PINES - �62 I EXIST. SSMH
+35.84
+_ 5.73 I RIM 36.27
7' PNE' � . - c 8 PINE INV IN 26.95
-T n TAPER CURB 5' „ -36�2 7' PINEy
1 EACH SIDE--_- -`:` 6' PINE £. 7" PINE I NV OUT 26.90
N z ..::... 3p.08
A
TYPIC
6" IN 7" PINE
Q 6" PINE F SS CL N OUT 6P 7" PINE 7 PINE ' EXIST. LIGHT POLE
I
• � u 6' PINE m ` �' � 35.44
24
(3) 4" CONDUIT �y SANITARY SEWER MANHOLE 3 s2+ + +/35.5
6" PINE35.941
1 $TUB QEhT3�lOSE BIB 6" PINE 7fOPPII�I�v1 = 3� 5kINE 0 NE I I
SERVICE 5' MIN. FROM FROM EXIST. CO _ _ _ _ 4 + + 6.46 N 64 2 S R 21`PVC ' j- P I 35.83
3 9 $
PROPOSED STORM PIPE i EXIS SSMH 24" CURB & GUTTER, -
,LE. IN 27:80' I j
SDMH 1 sLE. OUT = 27.70' /
I RIM: 36#6 - +31. CI #8 NV IN628.30 0 6 WATER MAIN WATE SERVICE (TYPICAL) 8 'PINE t,c� I I
I I I 36.36 I RIM; -35.2 I I (430) +35. '1`$T 8" STUB LE.=30.03' / I
INV: 30.82 15.00 INV UT 28.20 r1 MIN 3' BURY (MIN 3 BURY) I I I
INV: 3'.2.00 ( ) +35.95
36.17+ 8 PINE
EMERGENCY SPILLWAY 5�. 38.1 7" PINE I
3
I
ELEV. 35.5 I vt CI 6 /
PROPOSED POND (3)4 CONDUIT o RIM: 35.2 +., 32.93 35. 4.78 1
j CONTROL STRUCTURE 615I I a- +3535 (NP) 14 ` CONDUIT INV: 32.98 8 CP t8 IE
RIM: 35.5 x ° �§ 3
�� INV: 31.10 �6. +3 -0 3 .4 PINE 33�4 35.9 / RCP�18 IE
PINE R
SEE DETAIL I 26 2 5 t .fl 1 6" /
5.0 I I T N + 36.28 /
0 14 7 /
+36.18( SKIMMER
06
I 01 ^ 4_ O _F 8„ PINE +36.15 +36.18 'E /
6 _6.19+ +.
SEE DETAIL I I J to O 3I 22' PIN
I CI #7 7 6 C 900 PVC39
/ / ? DETENTION POND j I 'RIM.-• 35 2 LIGHTING SEWER SERVICE ; 33.61
_ 20 31.37 TYPICALo 6 °SEWERMCNEANOUT a 13" PINE / / , TOP O. BANK = 32.0 I 31 I
�7 - PERM. POOL = 32.0 I j 11 4P ) t N r 35.> 36403 19
-30.8 BOTTOM = 26.5
,, _ SITE DATA: I I ., :v } s +36.28 (TYPICAL) +36.20 16 PINE 33 3 yq7 15 9'/
\ 3 OWNER: RHGC INVESTMENTS, LLC ? I I tr Z 36'3� ; 36.6 209 1 0
31 .8 SITE ADDRESS: 3005 ENTERPRISE DRIVE 1 ' PINE •_ 4 /
I I 'zsfi ,�.� O ( ) 4 +36.22
N.H.Co. PARCEL No. R02620-004 019-000 I I $ 32 6 - „+ Q t1y +-18 1 2 I /19M 9 V 3s<x_' g. 12 PINE
I 6.631 LL = ao M} 6 /
)V TOTAL AREA 4.48 ACRES I + ,'` w" s •y� 3 .8 1 0 �3 - 3
II: ,� L8.8�- \ ^7 DISTURBED AREA 3.02 ACRES I _s ` }- 'S6' 64
s , 36 3 L, 33A9
I L 7.b ZONING PD-PLANNED DEVELOPMENT I I t Q".
I � USE DIALYSIS CENTER d
' 6. 2
vt YPICAL
No. OF BUILDINGS P v �GHTING°"- Off° � � FIRE HYDRANT +., 11" PINE 2" PINE / /
4` "� DE F. , 13�L s i nyrr ;'``
FCREBAY
I q>( ) 1 3
- ... A "PINE 6a
TOTAL BUILDING AREA 11,905 SF I .16.09 •.: +".�.. e m... ,. �. �) 's; e0"",r;' r t.,- J.'PE.; .,O s....w; 11" PINE y., 35.-6 / O
BUILDING COVERAGE: 6.1% .. S fn O'_ ?+ Co? _.> . ;' -z'r.a ._ �,', :_._: .x" r'
I 3 4' CONDUIT,, +3 t N,.:5 # pa.. /
.i _.' -.,,'T',.,..u.--:_.,.,t;....'�3`, ,sy,; CI 5 12" PIN �12' PIN 33.4/37 35 W�
11,905/195,149) I c I = O �b Z r7 tm '; '' I. ; „r'_ 8 RIM. 35.2 14P to / U
BUILDING HEIGHT 29 -3" I I > _ (TYP) .:.. , + 6.12 - -: :,� _ i ,:t ..-.-%,._ O fi 10" PINc &,`
--J I 1 37 INV IN: 32.66�¢>
.,.•: 2 3 � � INV OUT: 32.40w�. ^10" PINE
_ INTERIOR LANDSCAPING: REQUIRED PROPOSED I '�.; SIP 6'� S WER CL 7 *F'^ +36.14 14 PINE 13P / II a
1 I I +3 1 w (146)4 0" PINE
i -- -- (12,224*8%) 978 SF 2,348 SF #
+ .��ft I I 28 132 6 - + - 18.00 +36.43 k� 1 /to
24' RCP FOUNDATION PLANTING: REQUIRED AIM6SED I I I I ' �D. 3>7 - 14" PINE 33.57 ; I I C C_
I' 36.35- NORTH I 14 FDC.•
(100*29.25*12%) 351 SF 1,004 SIF I I 36.39
35.> 4' PINE I
10" PINE
CANOPY 37.03 I ' ' ,- -I 35 h a
I'
EAST & WEST +35.65 +1 L.-.-__.-.J ,,,, vT +3 16 f-• - .r, 3535 3580 I
2 (118.29.25*12%) 414 SF 414 SF I s `�1, s 7.O (209) +36.25 33.52� 36'0 O APPROVED
+35.49 +35.52 - 00 10 40.036.21 100.0 3.0 1 l APPROYGD v�d
+ 18" PINE
i I NORTH CAROLINA ENVIRONMENTAL
12
PC SETBACKS I MANAGEMENT COMMISSION
SETBACKS (REQUIRED)- FRONT = 50' I 4" ; . L..1 _ , +36.46 36.52 I I
a + 36.35 3�18
8" CLASS SIDE 20 NV 2 ED i RCP �y5 = BUILD BUILDING 1 4P o PROPOSED BUILDING j 7 74 P © + 33.69 33.66
I I I DIVISION OF WATER QUALITY
,II RCP SETBACKS (PROPOSED)- FRONT 188• 6'X8'X18' ED
i wz DISTURBANCE LIMITS 12" PINr + l I I No�+N��! ,�a� a010
- REAR 39' / !
SIDE 175', 250' 34. I 100'x118' ' ' (TYPICAL) - 6 15 1 1 800 SF 1 . + -
+ 5 +=6.03 FEE: 38.0 x 35.
EX. �S I PARKING REQUIREMENTS: 35.56 / f ( s +36.44 + + +351.24$.0 36.
c o CLINICS -/MEDICAL - - - 1 +36.24 'I',. `"�F38 �r. /( 13" PINE 33.55 1
4 SPA ES PER PRACTITIONER + 1 PER EMPLOYEE 35.03 1 : 1 3 X,- CI 4 i
422` 4 * 5 + 25 _ I RIM: 35.2 + 35.90
DROP t _ R ,,,} +. 36.77
OFF PARKING REQUIRED: 45 f +36. 6 'a'. `� ° INV: 32.11 + lyp
CANOPY (615) PROPOSED PARKING: 73 I 1 6P C #1 ,*'}`'�~�g�r.a aa:. ( x GS
I
+35.48 RIM: 35.2 a s 1i II +35.68 I'` �1 K-'.',. 20P {
PROPOSED BUILDING 11,905 SF I INV IN (18" : 30.70 -" 'I - • j I I '"'��'�'
PORCH PROPOSED PARKING/STREETS 62,599 SF (
INV IN 24" : 29.20 14P
PROPOSED SIDEWALKS 2.703 SF F = a : -. O 'O
INV OUT: 29.20
FUTURE BUILDINGS 4,720 SF a M a "-
r-, N 12P +36.35 •-
°. TOTAL IMPERVIOUS AREA 81,927 SF (42%) 24' CURB (TYPICAL) 37.5 '+ 609 ."� ( '1i +36.72 I
SG I
M WATER FLOW 1,250 GPD 1 4P HDPE' :,9 9:: 20.0 0 136 13
(250 PER PRACTITIONER/SHIFT) j}:.., . sf§�:.e 7 7:: 3. ^,5 •. t P 1 2P +36.3� -
PRO'OSED BUILDING W 50 J . ,... - - - ,. _3:, 1 1 t
46)
rZ SEWER FLO ,1 GPD I ., 69 J• . -•:� '
JNDER CONSTRUC310N) - �(2yq'PEKIjKACTITIONER/SHIFT) +3570 �_ „ ; .{ : .- „p, ' `• CONCRETE 12 PINc'�-xti r, I
�FEMA MAP 3720323000J DATED:04-03-06 I 34.93 4` 19P,,, t ' r". • / b • j DUMPSTER PAD 20" PINE +'�
o i 3519 4P
C/ 34 0 8E +35.71 34.99 - � 5 <7 . 7 +3530 ; r a 34 71� x j�+,E wad +36,55 20" PINE M I +3fi 2 LEGEND
I: u1� � �r �� + �>� � .� 35°8�+• � 3 BOLLARDS LINE
a; *12' PINE 36, '5 +35.02 + 34 +3485 r 6y"' • S • 35.9t UE PROPERTY
<i ti tt I - EXISTING CONTOUR
BRITir vV INC / .< 5 �..; y? ._ 361 E (TYPICAL) 3 36.4� 6.29 R
+ 35.8_ _ 36.3E _ _ +36.63 63�.
+3J.11 6' 3
2700 NORTP,I�SE PKY SE -
w _ 6 37:09 - +37 22 +35?J� +36.81N 16'32'S1" W 516 +35"24ELL'SbX5JIa3� 36"6'a BBB Ted }�28 -- PROPERTY LIN
L O R02620-OC4-003-000 +�� �� T8 + + a9
PC +316.78 + CI #(.2 �' +-- ----- 4 ----- 3745 ------36.85Ct
-----3637------- BE 2--fEP
ZONEPD-PLANN_D DEVELOPMENT 36.96 37.1 RIM: 35'.2 3i28 EP 35.2o EP EP RIM: 35.2 USE: UNLSED LAND EP 36 1---- 3 �.�
INV IN: 30.10 3B INV: 31.62 '
(3C7) O 304) .EP 36 35 EP EX. �SMH CONCRETE AREA
34.50 RIM S6.64
INV OUT: 2956
+ + EP 3S.� 56 EXISTING ASPHALT
+36.s6 +36.69 +36.49 INV IM 31.801
AN G_ FOUNDATION PL
+
34.6 6.72 + 37.03- 37.00 _16- �3-7 48- -+ 37 +8 - 37.02 ACCESS ROAD I INV QUT 31.70
6
OS OS
18" CLASS RCP a
NOTE:
1. NO WETLANDS EXIST ON SITE.
2. ALL ROOF DRAINS WILL BE DIRECTED TO DRAINAGE INLETS.
3. NOTE ON PLAN STATING THAT PRIOR TO ANY CLEARING, GRADING OR
CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED
AROUND PROTECTED TREES OR GROVES OF TREES. AND NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE
PERMITTED WITHIN THE TREE PROTECTION FENCING.
34.76
35.53E + + 36.53
34.67
0
J
CA
IJ
00
39
37.06410
EXISTING I sa.,s.
&- - 36.76 I . , HEAVY DUTY ASPHALT
37.13 __ + 10
EXISTING ASPHALT PARKING LOT 35
EXISTING BUILDING SITE PLAN 3A.49 10
EXISTING (175) LANDSCAPIN(w AR
FIFE: 37.78 n r 35t5+ +3 8i`8.5 36.771
+ 37 78 BAR SCALE 1 =30 34 1c1P 34.701
12" PINE
TREE TO BE REMOVED
38.e 40.83 30' 15' 0' 30' 60' gp' 35.84 DISTURBANCE LIMITS
DIRECTION OF RUNOFF
3635.4+935.85
.®0
+ - . AREA LIGHTING
35.08-� 36.54 36.86
I I
REVISIONS
Descrioti0r
\�\\uiiurrrr
�Ess1
S E A L =
17374 :,• Q \
l/A •.!!�GINE ..•yam
OREGOR, \`A\
DATE 10-28-10
DESIGN PGT
DRAWN EJW
C I
SHEET 1 OF 3
10027

41 SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
ARM ASSEMBLY CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. No.
WHERE RUNOFF B DIRECTED Date Description By
VARIES (6'-8' MIN.)_ � /� AWAY FROM CURB GUTTER - 2. CLEARING CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
AS DIR. BY ENG. f 0 •C• ENCLOSURE SHALL SLOPE AWAY AS SHOW - OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
'"61 CLASS A CONIC. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
ASPHALT �- VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
--- STEEL POST SLOPE 3" -,3`R o MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
WIRE FABRIC 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
TOP VIEW WA ER ENTR UNIT
�<
1j8"R REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
\', MIN. 12-1/2 GA. o m FILTER FABRIC PVC PIPE VENT SPVC HPIPE
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
/INTERMEDIATE WIRES w we END caP
L! wC ELBOW DRAINAGE AWAY FROM CURB REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITYOf WATER RUI ,
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
/ - 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
I w
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
SCHEDULE 40 FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
PVC TEE PVC ENO CAP PVC PIPE ORIFICE PUTT - " 6"
PVO PIPE )" HOLES 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
IN UNDERSIDE PV0 TEE CLASS A CONIC. PROPERLY PERMITTED FACILITY AS REQUIRED.
ANCHOR FABRIC SKIRT � FLEXIBLE HOSE ASPHALT q 2"
AS DIRECTED BY ENGINEER 3 CONNECTED TO ORIFICE SLOPE 3" 3"R 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
rD el i. EXISTING ITIES DURING CONSTRUCTION.
0T
A I IN ORALONGROADWAYS OR RIGHT-OF-WAYS, BEFORE
COMMENCING
NEXCAVATIONS
B'R
WAYS,,PUBLICAREASOR IN PRIVATE
1/- EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
END VIEW FRONT VIEW THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
LLLJJJ DRAINAGE TOWARD CURB 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
SKIMMER DETAIL RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
NOTES: APPROPRIATE PERSONNEL.
1. FENCE FABRIC SHALL BE A MIN. WI ES >( 2.5• SKIMMER W/ IN WIDTH AND I I RIFICE NITS CURB SECTION 11, EXISTING SURVEYING PERFORMED BY DANFORD AND ASSOCIATES, LAND SURVEYING, P.C.
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY O 1.62. OAND SUPPLIED BY THE OWNER.
SPACING. m0S NTS 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF Do THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
36" IN WIDTH. FABRIC SHALL BE FASTENED �
PRIOR TO INSTALLATION.
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 0< 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
ENGINEER. 3 HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
o
0 Yw 2 1/2" TYPE SF 9.5A (NCDOT) 14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE Qo 3 t/2" BINDER AT FINAL GRADE.
SELF -FASTENER STEEL ANGLE TYPE. mv1
Z 6" ABC STONE (NCDOT) 15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES,
FRAME AND GRATE METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
TEMPORARY SILT FENCE 840.1 STD. N0. 2 DEWEY BROS. MODEL CH-BN-2001 OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
In U) 840.15.0 OR OR EQUAL 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
Ni APPROVED EQUAL ASPHALT PAVEMENT
NTS 61 M M WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
GRO Y OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
ELEV. VARIES ==111= TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
33.57 :1=1 I1=1
7T �ITII NOTE: PAVEMENr secTION MAY VARY 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
6" DEPENDING UPbN FIELD CONDITIONS. ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
f CONTRACTOR SHALL COORDINATE
A A z njG6 PRE -CAST CONC. W w/OWNER & GEOTECHNICAL SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
OIL 0 - - O ACTUAEEPA O DETTERMINE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
L„ FLOW < AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. r n
4" ' 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
PAVEMENT SECTION v 1
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
POND DIMENSIONS OF NORMAL POOL N NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NOT TO SCALE 3000 PSI CONIC. NIGHT REFLECTING.
a0 20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
SEE PLAN STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED,
SEE PLAN FOR PIPE 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
ORIENTATION & SIZES BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE ZSN ��_L ESECTION 2 t/2" TYPE SF 9.5A (NCDOT) PAID FOR BY THE CONTRACTOR.
SEE PLA
N 5 3/4" BINDER 23. SEE GEOTECHNICAL REPORT NO. DATED BY
LFILR FABRIC
CURB INLET DETAIL 6" ABC STONE (NCDOT)
T ------ FOR ADDITIONAL REQUIREMENTS,
SECTION A - A (MIRAFI _100 X OR 6' 1' R/W VARIES - SEE PLAN FOR ROUTE 1' 6' CONSTRUCTION SEQUENCE
APPROVED EQUAL) NTS 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR H""I
ENERGY DISSIPATOR MINIMUM a EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). I�
PAVEMENT
IN ID THE I VARIES, MINIMUM
PLAN - PROFILE FOR INDIVIDUAL 2. SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
IN
NOTES: NTS 1=III=III= INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
LOCATION. o III -III -I N
I. SO4
IDEWALK THICKNESS SHALL BE 4• UNLESS NOTED OTHERWISE. ASPHALT SURFACE 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING W
2. CONTRACTION JOINTS C.JJ SPACE SAME AS SIDEWALK WIDTH. NOTE: PAVEMENT SE ION MAY VARY
( " o DEPENDING U ON FIELD CONDITIONS. BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
3. THICKEN SIDEWALK To B• AT DRIVEWAYS. z "a" _"°8"° °R""°x" - CONTRACTOR SHALL COORDINATE INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING U
4. THICKEN SIDEWALK TO 6• IN LAST }' WERE R ABUTS PAVEMENT W/ OWNER & GEOTECHNICAL
WITH NO CURB. °^a" "OCRUSHEDO STONE BASE N CONSTRUCTION.
5. 1/2• EXPANSION JOINT (E.J.) REQUIRED AT 30' MA I. AT SIDEWALK STEEL ENCASEMENT E GINEER TO DETERMINE T^
JUNCTIONS. AT STRUCNRk AND AS NOTED ON SITE PLAN. CENTERLINE OF PAVEMENT ACTUAL PAVEMENT SECTION. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
B. PROVIDE A LAYER OF 150 SLOG. FELT BETWEEN WALK AND ADJACENT 9" WEIR SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE W W
11 F
PARALLELING CURB 10 STRUCTURE. EL. 33.0 HEAVY DUTY PAVEMENT SECTION ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
T. REINFORCE w/5x6-10/10 W.W.M..w.M. N
DITCH ROAD CLEANED OUT AS STATED OR WHEN HALF FULL. W
CURB M' I&M SPACING O
_ 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN II--'�� OH-�
SHOULDERS SHOULDERS SEAL EACH END CARRIE APE iD DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER rLl Hr--I
WITH 1:3 PORTLAND SHALL BE DUCTILE IRON PIPE A FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION,
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS Q TOE OF SLOPE 1 A o / DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM Z
I L-18" RCP z I ENTERING STORM DRAIN PIPING.
za• MIN.
BIER PIPE 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. Q IrT,1 0
CASING WILL BE INSTALLED AT LINE AND GRADE SHOWN ON 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF ^ E-I
THE INDIVIDUAL PROFILE FOR EACH CROSSING. BORING/JACKING
TO LINE AND GRADE IS REQUIRED 2.00" LD. ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.-Ci ^ 0
/ _L IFL,iIIi STEEL PIPE L _ DO • MI 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. a I I �i
L 2 3. � z
MASONRY ENCLOSURE CaRSE.cGREGI E 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS p.-,y /--I
LIE° AT EACH ENO LNG PIPE TYPICAL BORING Z JACKING DETAIL �6"� 4'-0" �6", PLAN PROVE TO BE LESS EFFECTIVE.
PLAN BLDO-SMUCTURE DETAIL FOR BORE UNDER STATE ROAD NOT TO SCALE ^� �� TEMPORARY GRAVELLED 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. F-�
e R TDO ED v4 x, DEEP w/IN (NCDOT APPROVED 11 /00) PAN CONSTRUCTION ENTRANCE Q T 1
JOINT % ! 1/B-R TOOLED JOINT p)S NTS MAINTENANCE PLAN v
PIPE SIZE WALL THICKNESS
4•-123/4• .188" GALV. BAR GRATING - . 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL FA CHECKED FOR STABILITY AND
1" x 1�8" BEARING BARS (MAX OPENING 4")
° 16, .250• ' LATE WINTER &EARLY SPRING OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT N NO CASE, LESS THAN
1-- 18• .250' ENCASEMENTS SHALL EXTEND FROM DITCH UNE TO DITCH FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" X 1-1/4" x1 /4' TEMPORARY GRASSING DETAIL ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
20' .250' LINE IN CUT SECTIONS 5' BEYOND THE TOE OF SLOPE IN GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
FILL SECTIONS AND 10' BEYOND EDGE OF PAVEMENT IN 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
1/2• EXPANSION 30" .312" SECTIONS WITH NO DITCH OR FILL SEEDING MIXTURE TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
JOINT MATERIAL 36" .315' SPMES RATE (ib/mm) THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) 48• .500• Rye (grain) 120 THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
36.0 Annual lespedeza (Kobe in ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. CD
SIDEWALK JOINT DETAILS TOP OF BANK 3 Piedmont and Coastal Plain,
Korean in Mountains) 50 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK dH
NTS 1 omit annual lespedeza when duration of temporary cover is not to e xtend AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION OCC)T-1 _ ATTACH GALVANIZED WIRE beyond Jane' WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
ICI CLOTH OVER SMALL DIAMETER SEEDING DATES: BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
ORIFICE (8 MESH .020 WIRE) Mountains - Above 25M ft: Feb. 15-Ma 15 DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
- in R TOIXED 4 MAX.Below 25DO ft: Feb. t-Myy1 DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. z CIO
19-GAUGE HARDWARE CLOTH Piedmont - Jon. I -May 1 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
_ _ _ _ (1/4 MESH OPENINGS) - TOP OF BOX 35.15 _ Coastal Plain - Dea. ,-Apr. ,5 ONCE A WEEK AND AFTER EVERY RAIN EVENT. �
4;1
SOIL AMENDMENTS 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS- ---- FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE NGDQT #5 OR #57 1 Follow limestone
and 75 of soil Leads,00 apply 2,000 Ib/acre ground agrtcW-
WASHED STONE WEIR INVERT 33.0 turol limestone and 75o Ib/acre ID-10-,0 fertilizer. TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
\ ACTIVITY ASSOCIATED WITH A SWALE. W +�
+ I TEMP. POOL 32.9 EO MULCH 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
I I 18" RCP THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST O p O")
NCDOT #5 OR #57 1'; a , _ _I N O APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW EP' TACKING WITH ASPHALT, NETTING,
���� WASHED STONE I ' t1{,„`- , _ f. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH ��
USED AS A MULCH ANCHORING TOOL FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD II Lo u
INV. 31.10 INV. 32.0 NORMAL POOL 3 BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC O I I d O O 'U --- -
� MAINTENANCE STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE Z '�' co co u
O d INV. 31.5 Refertiize if growth Is not fully adequate. Reseed refertirze and mulch I DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED CO CO
2 O mseiatey following erosion or other damage. OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED w �-I ., �. 5
F= 1 1 OR IS DAMAGED,FH z
IIIL-II 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS � O O p z
BA00vmtsimm'w ww MN TEMPORARY SUMMER GRASSING DETAIL BEEN HALF FILLED WITH SEDIMENT, THE ROCK WILL BE CLEANED OR REPLACED WHEN /''� U) 0 w
JTO PUN �,6 ^�, �, - -II-III- SEEDING MIXTURE THE
BEEDIMENT POOED OR REPLACED IFTHEYO WHENET TEAR, DECOMPOSEISDISLODGED. BAFFLES Frei qOME ,-UI M pC a
RATE (Ib/acre) aI i-H N
CONSTRUCTION `PECIRCARMIS� Of
TEMPORARY BOTTOM SPECIES INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
1. UNIFORMLY GRADE A SIMLLOW DEPRESSCN APPROACHING FILTERED 26 0 GERMAN MILLET 40 DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE F�-1
I sDEwux- 5. _ .5. W - THE INLET. IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
5DW P51 2. DRIVE 5-FOOT STEEL POSTS 2 FEET ROD THE GROUND WATE GRAVEL SUBS TUTED AT A RATE OF 50 LB/ACRE. ,�, O
Anno III
\ SURROUNDING THE INLET. SPACE POSTS EVENLY' AROUND SECTION A A 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS O C-.
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET MART. rI ?-� (� O
E 3. SURROUND THE POSTS WIIH WIRE MESH HARDWARE CLOTH. FILTER BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SED ME'R'P' �...(
'3 SLOPE „a xp° SECURE CIE WIRE MESH To THE STEEL POSTS AT THE TOP. SEEDING NOTES POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR '� p" �•'
MIDDLE. AND BOTTOM. PIACINGA 2-FOOT FLAP OF WIRE MOUNTAINS - MY 15-AUG. 15
MESH UNDER THE GRAVEL MR ANCHORING IS REcowENDED. REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
: � m� MAINTENANCE, DETENTION POND OUTLET STRUCTURE COSTAL -WYI R.15-5
4. PLACE CLEAN cHEIGH (OF 15 s ES sT STONE oN A zO COASTAL PLAN - MR. is-M1c. is PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
I'Z-III II II 'V SLOPE WITH A HEIGHT OF 18 I 6 ND E MIRE, AND
III IIIL III= SMOOTH i0 AN EVEN GRADE INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SXNIFICNIT (I INCH THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
5. ONCE THE CONTRMnW DRAINAGE AREA HAS BEEN STABKIIED, OR GREATER) RANFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS NTS WILL BE KEPT CLEAN.
TLD
oo., REMOVE ACCUMUTATED SEDIMENT, AND ESTABLISH FlNL GRADING ELEVATIONS. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RANS. SOIL AMENDMENTS
SUBGRADE 6. COMPACT THE AREA PROPERLY AND STABILIZED It OATH GROUNDCOVER. TAKE CAPE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. FOLLOW RECOMMENDATIONS OF SOILACR TESTS10-1 -APPLY 2,000 LB/ACRE GROUND IGRIWL- o
TUR11 uMESTONE AND 750 LB/A:RE tD-10-,o FERTILIZER. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL ..�
SECTION MULCH OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
WHEEL CHAIR RAMP APPLY 4,O0D 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
lB/ACRE STRAW. NCHIOR STRAW BY TACKING WITH ASPHALT, f�TTING,
TYPICAL SIDEWALK AND HARDWARE CLOTH AND GRAVEL INLET PROTECTION OR A MULCH ANCORNG TOOLIA DISK WITH BLADES SET NEARLY STRAIGHT CAN BE INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
WHEEL CHAIR RAMP DETAIL KITS USED AS A MULCH ANCHORING TOOL �I I' IO
�,•� ll�^/n` ,
MAINTENANCE ,� �N ... � �
REFERTIUZE F GROWTH IS NOT FULLY ADEQUATE RESEED, PEFERTIUZE AND MULCH IRE- SP UMMER \\ Off. •I)E ES,$I
MEDATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT N_ G D Q�
10' VEG. SHELF 10' VEG. SHELF 6' EMBANKMENT EL.=32.5 FALL -WINTER SEEDING MIXTURE"''' '� SEAL
I'-6" x V-O" x .080 STD. ALUM. 1 6�
PERMANENT GRASSING DETAIL tr
HANDICAPPED PARKING SIGN A TOP OF BANK TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE poisso 'BA" ^ 9 - 17374 ,'Q
L TO READ "RESERVED PARKING" MMIX LESP�" 30
m'WITH IDENTIFICATION SYMBOJIS
0 36.DD 36.D 9EIaHUWGC.VS tJ)-; 10 \
RESERVED BOLT TO WD. POST W/ 3/CALADIUM o EL. 36.0 TOP OF BANK TOP OF BANK SEEDING MIXTURE SPECIES RATE (Ib/acre) cFR R MILLET
PLATED NUTS, t7
BOLTS & W. _ �I,QQjZPQQf,��3 9 FLOOD POOL EL. 32.9 _ _ TAu R SCUE (BLEND OF TWro OR TAIL FESCUE 5° i, �A ....."'.
PARKING ❑ 1 T - - - - - - - - - - - - - - - 1 SPECIES IMPROVED y
9" x 1'-0' x 080 STD AIGN L_-. _ TnP D)=_SHFI F 325 F A _ _ �.JBRMAI-pfH(1F -- - - �M_Y1eYft RATE (Ib/aCYe) THREE IRE VARIETIES) zDD i 1^,
® BOLT TD 'VAN ACCESSIBLE0 3 GRASS LINED _- - - - - - - - --_''�'_ - - - - Rye (grain) 120 RYE (GRAN) 25 SEEDING NOTES Ti,, - REGO��,TT
TO REAL
o WD. POST WITH 3ANow o BOTTOM OF 3 1 ,� BOTTOM OF SHELF 31.5 SHWi t 32.5 to 1 SHOAT d: 32.5 1. WHER[A NOT APPEVANCE6DESIRED, overt SENCEA - ;I/IIIII+1\
PLATED NUTS, BOLTS & WASHER _� SEEDING DATES 2. USE COMMON BERUDM'NASS ALLY ON 150UTED SIRS WHERE ITSPILLWAY EL. 35.5 1 �SEEDING NOTES COME A PEST. BERMUDNVASS MAY BE REPLACED WIRE 5lb/.
9' x 1'-0" x .080 STD AN A FOREBAY 2 AANUMI - APRIL
TO READ 'MAXIMUM PENAL0, 6' 3 MAIN POOL 3 2 MOUNTAINS - MG. 15-DEC. 15 AUGUST - DECEMBERDATE 1 -r+p-10
12GS 20-3].5". BOLT To WT Hr SEDIMENT REMOVAL EL.=29.D COASTAL PUN antl PIEDMONT - AUG. 15-DEC 30 SEEDING DAM" LUro oS WITH 3/5" CANDILM PUSEDIMENT REMOVAL EL.=27.5 -- SOIL AMENDMENTS!T
LEGEND M OBOR�DEB UE GREENBACKGOurNipTs. BOLTS & WASHERS.FINISHED EL. 36.D BOTTOM EL. 28.0 APRL + - Jur 1s DESIGN PGT
BncxcaouND - wwTE PRESSURE TREATED 4"ST.--- GRADE BOTTOM EL. 26.5 SOIL AMENDMENTS APPLY LIME AN0 FERTLRER MXORUING TO SOIL lESTS. OR APPLY 3.000-SA00 R/an
GROUND AGRICULTURAL UMESTONE I15E THE LOWER RATE ON SANDY SOILS) ANDEL. 355 FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL IODD lb/acre 1D-10-10 FERnuZE . SOIL AMENDMENTS DRAWN EJB
--- * POND SLOPE TO BE SEEDED IN ACCORDANCE UMESTONE AND IGOO LB/ACRE 10-10-,0 FERTILIZER. APPLY UME AND IFIDEIIDt ACCORDING TO SOIL TESTS. OR APPLY 3.000 b/assI-1/rR(TYP) 1-1/z1 1 TO SEEDING SPECIFICATIONS MULCH GROUND AGRICULTURE LIMESTONE AND 500 b/. 10-10-10 MITLQXR.
MAXIMUM 1' VAN 3 3 * 10:1 VEGETATED SHELF TO BE PLANTED MULCH APPLY 4,000 Ibd«1W GRAN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
a,N PEt4Al1Y _ _ WITH WETLAND SPECIES I.E. PICKEREL WEED, APPLY 4,000 lB/ACRE 5RAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, MULCH. A1CHO SNAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR Elf CRIMP- �y
f25o B"Q P)' /B'pYP) II -III- kI I I -III= MULCH /
L - L III -III -III III -III OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SEr NEARLY STRAIGHT CAN BE BE WITH A MULCH ANCHORING TOOL A DISK DARN BLADES SET NEARLY STRAIGHT CAN l`J
-� SECTION A DUCK POTATO, SWAMP ROSE, BLUE FLAG, USED AS A MULCH ANCHORING TOOL BE USED AS A MULCH ANCHORING TOOL
�•- -•� II III -III '� & CARDINAL FLOWER APPLY a,DDD Ie «n GRAIN sTRAroR EWrvAFNr arxflt a MOTHER wrtalc
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN �.F MUCH. BY TACKING WON ASPHALT, RDANG, OR NETTING OR BY C IWW
2
BACKGROUND - WHITE BACKGROUND - WHITE _� _ - * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN Wlm A MACH AIaHORNG TOO. A DISK Wlm BIAl6 SET NEARLY SDAKNT CAN!
BE
-III=I=III EMERGENCY SPILLWAY DETAIL FOR MAINTENANCE AND EMERGENCIES MAINTENANCE MAINTENANCE USED AS A MULdI NMNDIUNG TDOL
TYPICALHANDICAPPED SIGN DETAIL Repair and refertilize damaged areas immediately. Topdress with 50 Ib/acro FERRUZE ACCORDING TO SOIL TESTS OR APPLY 40 ID//a�re NITROGEN IN JANUARY SHEET 2 0 F 3
NTJ of nitrogen m March. If it s necessary to extend temporary cover beyond OR FEBRUUARY, 40 Ib IN SEPIEMBER AND 40 Ib IN NbJFIIBER, FROM A 12-4-6, MAINT'ENMCE
NTS DETENTION POND & FORE BAY SECTION Jane 15, overeaed with 50 Ib/acre Kobe (Piedmont and Coastal Pkin) a-4-B, OR SIMILAR TURF FIXTILRER. AVOID FERIILIZER APPLICATIONS DURING
or Korean (Mountains) lespedeza in late Februory or eery March. WARM WEATHER, AS THIS INCREASES SIAND LOSSES TO DISEASE. RESEED, FERTIUZE, REF RTILIZE ME MULOWNG APRIL WRI 50 W acn xnxocDN. REPEAT AS aRowtH
NTS AND MULCH DNAACED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES REOUII MY BE NOTED ONLY ONCE A WHERE A NUT APPEARANCE IS 10027
AS NEEDED. DESIRED, owR sERCU ANTI Maw As ofni As NEEDED.

Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accwrdarce with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip G. Tripp. P.E.
Date
Registration Number: 17374 SEAL
Property Owner Certification.
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
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
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County"
I Signature:
Printed Name and Title.
Date: LOT 13
IEXISTING FIRE HYDRANT
--- EX. SSMH
RIM 34.63 APPROXIMATE LOCATION OF
INV -4N-29.1 0 EXISTING SANITARY SEWER MAIN
INV OUT 2 .
- �►- E:H= , 0.15 - - - - - - _5 ' TEMP�RARY`G
EXIST 8 Ss
z 3 z9-ORSTRUCTioN-€NTRAN
S? 0.507 _ / _ 35.6MATCH EXISTING ASPHALT
SS _ + fi5_ - - _ GRADEO g.
S5 � _
as EX' S3MH I I ' - 8..} - - - 3 J44
--- --- ---� `- 35.8 -_ -- -- � + 34.77..E - - - - -
- 1•RST"JUN67�GC�E30 r e -�.� +3 ,14 .77
i
Rfm- ` 2z___ 00 --- �o '�•�w�-' CH:S75.44'25" 260.9 P
/ NV: 30.28 = _ - - _ _ Dso
RAINARE ENTC'j_ �--`. .�
/ • 3- _ - _ I V: 32.90 35.73
C 0)�D-PIPE� CONTRACTOR REMOVE EXIST.4T X- 12 RF
I (STING J CLEANOUT AND CAP EXIST. SEWER 36.62
T10N 30.28 10' DRAINAGE - - - -
1 SERVICE 5' MIN. FROM FROM EASEMENT
I PROPOSED STORM PIPE -�1
EXIST. CO
I SDMH 55##:: 1
I I 36.36 INV: •3082 ( r._. ._._.3 2j
10.
I EMERGENCELEV. SPILLWAY
I X
PROPOSED POND
I I
CONTROL STRUCTURE 6 I I (L
NOTE: RIM: 35.15 I I 0
BENCHMARK ELEVATION VARIES INV: 31.10 I I -
/ of
BETWEEN NORTHCHASE BRITTHAVEN (SEE DETAIL) I I N
EXPANSION (TE JOB#: 05071) AND O I I I I
i CAPE FEAR DIALYSIS (TE JOB#:
/ 10027) BY A VERTICAL ELEVATION OF
SKIMMER
/-0.93'. +36.18(SEE DETAIL) I I I
(rj (TE JOB#: 10027, INVERT-30.28)
27 I / (TE JOB#: 08071, INVERT=29.35) I I I
26 o DETENTION POND I I I I
TOP OF BANK = 36.0
PERM.
TSITE DATA: BOTTOM = 26.55 I I I
�
/ OWNER: RHGC INVESTMENTS, LLC Cf) I I
IN 3 1 .8 SITE ADDRESS: 3005 ENTERPRISE DRIVE flflfi -9 i I 28 132 1 6
31 .3 31� N.H.Co. PARCEL No. R02620-004-019-000 ' x I .�3 I
TOTAL AREA 4.46 ACRES
/ -28.8 \ DISTURBED AREA 3.17 ACRES
2 7.8 / ZONING PD-PLANNED
I USE DIALYSIS CENTER II
I I
I I a
I / No. OF BUILDINGS 1 I I of
FOREBAY
/6.13 00
/ TOTAL BUILDING AREA 11,905 SF X
BUILDING COVERAGE: 6.1%11,905/195,149)
I I
>7. 1 � BUILDING HEIGHT 29'-3•
STREETYARD LANDSCAPING: I I
REQUIRED PROPOSED I 136.1
• (380-50=330'*12) 3.960 SF 3,973 SF
24" RCP INTERIOR LANDSCAPING: REQUIRED +PR33&ED I I28! 32 I 6
36.35 (62,599*8%) 5,008 SF 5,008 SF
FOUNDATION PLANTING: REQUIRED PROPOSED
R C. P. NORTH +35.65 I 59 L._._._._.J
• (100*29.25*12%) 351 SF 1,004 SF I I
+ 35.49 I I I
d EAST & WEST REQUIRED PROPOSED
C) 13 (118*29.25*12%) 414 SF 414 SF +35.52
161
- PD SETBACKS
SETBACKS (REQUIRED)- FRONT 50 I I "
REAR + 35.96 20' INV 29SIDE 20'.0
18asCLASS III RCP as SETBACKS (PROPOSED)- FROONNT 1888, 6'X8'X18" ED x I I CP
EXS SIDE 175', 250' 34.9+636.03
. S+ �{ 3
PARKING REQUIREMENTS: 35.�6t
0 o CLINICS MEDICAL
'422 4 SPS +S 29ER PRACTITIONER + 1 PER EMPLOYEE 35.03
6�P PARKING REQUIRED: 45 X +36. 6
CANOPY (615) PROPOSED PARKING: 73 I 16P
+36.48 -
PROPOSED BUILDING 11,905 SF CI #1
PORCH PROPOSED GENERATOR BUILDING 216 SF RIM: 35.2
6' PROPOSED PARKING/STREETS 62,599 SF 10 DRAINAGE INV IN (18"): 30.70
PROPOSED SIDEWALKS 2,504 SF EASEMENT INV IN (24"): 29.20
FUTURE BUILDINGS SF ( %) INV OUT: 29.20 (925)
TOTAL IMPERVIOUS AREA 81,927 SF (42%)
WATER FLOW 1,250 GPDP
PROPOSED BUILDING a 1 PINE (250 PER PRACTITIONER/SHIFT) I
JNDER CONSTRUCTION) SEWER FLOW 1,250 GPD �/ + 5.70
�(250 PER PRACTIONER/SHIFT) �" 24" CURB & GUTTER
OC/o [[[ 34,93 1TYPICAL)
FEMA MAP # 3720323000J DATED:04-03 O6 n.� �W
a �12" PINE 36. 3 '� 35.86 +35 71 34.99
BRITTHAVEN INC +35.11 TSF
2700 NORTHC4H)4bSgPKY SE(4 W.-Y.��__
R02620-004 0 3-000 +� +
ZONE:PD-PLANNEC DEVELOPMENT 36.96 37.19 RIM:
(307) (304) USE: UNUSED LAND INV IN:
j O8 +36.56 INV OUT:
0 35.5934. + + + 36",,56
34.6t6.72
\ 18" CLASS RCP
34.76
NOTE: 35.53� + + 36.53
1. NO WETLANDS EXIST ON SITE. 34.67
2. ALL ROOF DRAINS WILL BE DIRECTED TO DRAINAGE INLETS.
3. NOTE ON PLAN STATING THAT PRIOR TO ANY CLEARING, GRADING OR (n
CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED
AROUND PROTECTED TREES OR GROVES OF TREES. AND NO �I
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE (A
PERMITTED WITHIN THE TREE PROTECTION FENCING. N
00
W
Z
_J
of
W.
REVISIONS
Description
By
REMOM IND DRNE
EJW
[t PER DDT COMMERiS
RENSED SEWER X-IM
AEG
1 PER DOT COMMEMIS
A
OF &IRDINO. REWaED
ALG
t
UMMS PER MIC ERGS
AEG
i comupp
MIMMD. UP TED
AEG
WELI
N 1
of
of \
E'' \ \ LOCATION MAP
Z DOMINION PLACE \ I\ NOT TO SCALE
SECTION I I yc\ \ \
3 MAP BOOK 34 PAGE 114 3 I\
X NOTE: CONTRACTOR TO FIELD VERIFY EXISTING ` 1 1
I 0 000 F I v0 I0 LOCATION, INVERT SIZE AND MATERIAL OF ALL �': 1 1
(0 n UTILITIES PRIOR TO ORdERING OR INSTALLATION
iJ ? N w I LOT 6 I jN I I00 OF PROPOSED CONNECTIONS y1 11 1
lam Vrk
LOT 7 1 6"x8" TAPPING SLEEVE W aN V)
0 1 6" GATE VALVE I
I 6 BACKFLOW PREVENTOR IN
� I 30'x7.5'x5' BORE PIT UILDING)-
- -
EXIST. 8�WATER LINE - i I 1
TIE INTO EXISTING JACK & BORE 13 2"XGATEAVA VE PPING SLEEVE y �i - I I _ _ I
SANITARY SEWER - (TYPICAL) �_ - - _ - - - - - - - - - - 50PU ROWI II
MANHOLE 1" WATER SERVICE T ENTERPRISE DRIVE
INV: 30.2t EXIST. 8" WATER LINE
_ _ A15)SEMBLY YDR4NT & c --Q� I
JT -32T�12'X011-30'-CASIx8'x5 BORE PIT _ _I (SR 2682)----�3EP
�3t-�\
(BEGIN PVC @ ROW _ 36 523 0 TEMPORARY" RAVELEO' -��P g I
35�L---- 3 8- Q
36 65 5/8" MET CL CONST_R NTRAANCF+EP94- - p� � 6 \04
CL 25 f { +36.5 _L' FLOW +35.34 XI T �� 5 �...�
Q PREVENTOR _ _ _ _ �i +jtrp�6� CABLE f BL Ox I I I I z
36.43 IRRIGA_DQNI _ - - "� -' d '*PINEY PEDESTAL 35. 2 I p-I
__(R ) `� %§ EXIST. SSMH
-- g - _ - n- + -- v RIM 36.27 Q
INV: 33.1 I 7' PtNE)+36.12 7" PINE
8 '5.73 1 PINE Q
.95
5'X'5X12"+R�9 - - - - + 6" FINE I I INV O 26.
a - 6" PINE 7' PINE 3 08 INV OUT 26.90 yy
F X1 2" METER # 7" PINE ' I i I z 1 -1
NITARY SEWER EASMEN O ; ' I Q
7
MB. 33 PG. 389 + (T7) 2" BACKFLOW RPZ - - 6" NE S N, OUT 6P 7" 'NNE EXIST. LIGHT POLE l""1 E-t
C 36.62 W/HOT BOX ; 6" PINE 7" PINE 35.4 124 1 Q
SANIT ,SEWER MANHbLE 3 a + 35.5 35.941 py ^ Qj
6 4 + 6.35 6i PINE 6" PINE T'OF�k1�1 = 39•53INE I I o� H z
10" PINE I I W
STUB OUT HO E BIB I.E. IN3 27$0' I I I 1+35.83
8I I I H Q
(105 24" CURB & GUTTER +35. T 8" STUB I.E.=30.03' j I I I z 0
7" PINE 1 8 F�4
(TYPICAL) PINE +35.95 , I ' Qi U
P) JCI
#3MLIT .- _ \ 1435.o DUIT INV: 32.98 ,PINE RCP 133 / / `W M
W
�6 , +3 8 3 .4 I 35.9g 9
�5 2,6 46 0 3j 2 5 6" PINE \ / / RCP18 IE A W Q
0 �T�
00 14 ; O +36.28 +36.15 - 22" FINE / 1"'1 z
J I s 8" PINE +36.18 " / / / Z 04
s 7 6" C-900 PVC 36.19+ �6. I
2 SEWER SERVICE ; 33.6t ; / I / A W
-LIGHTM I I; 3�I W Q3131(TYPICAL)' 13" PINE
31 14P 6SEWER CLEANOUT 35.7 6.�t9 H
Naz +36.28 (TYPICAL) C
+36.20 16" PINE3.36 f_47 5.91/ z
36.3 - N 36.6 (209) I 10" PINE � / / / "' 1"4
0 1� t� '10
+ 36.22 .�.
+ 8 12 �� 2" PINE f / I / NE-1 Q 1�
�60 15 S6. DH 3 .8 150 I 36.$2 ' / / / U) fn t r�
* �. 36.49
GHTING 36S 3j2 O 11" PINE i
PICAL) P TAPER CURB 5' w CI #5 12" PINE / T
CH SIDE (6PI2 W 3 N ! ; 8' I NIV•IN:532.66 11" PINE* . I 11" PINE3�_ 68 + / / r,0kZEA
�69 0 00 °� oo ; �6� ® INV OUT: 3214P 12" PIN _7ylEWr 12" WI 3. � '57 35 J� /) (D / • 1
•-37_fi :^37 O
10" PIN �j
/ I / I-�y
10" PINE
+36.14 4" PINE 13P
6" SEWER CL 10PIN00
' ( ) 18.00_ �+ .14 P'NE 33.57`IJ! co
14 BACKFLOW 639 �• 35.7 14" PINE + I
CANOPY- PREVENTER FDC �'• 0" PINE 37.03 �l
IN BLDG. 35.135 +/ 35.118 ti
+3 .16 SEE M.E.P. PLAN 7.0 .� 1 (209) I +36.25 �� 33.52�35.t�o 36Q r, O
1 1.83 + 3�.2 t
�OR CONNECTION) 30 ; / I �I-#10lea W U
38.17 100.0 1 e, /
7 1 + 18" PINE �/ APPROVED z °' o co
F- 4 S. T­1 CO
0- I +36.35 ,?�1 33.66i I/
+36. 36.6z I I I NORTH CARC INA ENVIRONMENTAL 0 0 Ln L1 a
o FUTURE 4P / © - 33.69 w / I MANAGEMENT COMMISSION �, Z Z
=I BUILDING o PROPOSED BUILDING
100'x118 DISTURBANCE LIMITS 12" PINE I DIVISION OF WATER 9UALITY r C° (TYPICAL) r ,
ro. 11 800 SF (TY ) I I1 W �` w
+�6.03 Fff: 38.0 s.
+36.44
3 ll + ++3 ff79.0 36.1a13" PINE O>~ O O wZ
+36,24 Cl #4 .55
RIM (' 35.2 +35.90 I lQ W N t2U CA O a
If INV: 32.11 +GB.i7 .
+35.68 I 20P ! I I i Ai O U
377 - �612F) +36.35 5G i I I I O
- 37,5• 3� 916 +36.72
+ 66� 8 (146) APPROXIMATE LOCATION OF PROGRESS l I 1 6.13
ENERGY TRANSFORMER PAD 7•
y 3T_ q 1 1 P 12P O 1 .3t� V
PROPOD GENERATOR BUILDING PIN
I I
12'X18' �216 SF)
FFE: 364P 20" PiNE I LEGEND
•�� 35.5 . I 1
Sr 9 'ONCR E 20" PINE Wts 1 i I 1 2 ---32--- EXISTING CONTOUR
35°8a- • g 91 DUMPSTER PAD' 36.55 PROPERTY LINE
3Fi., (3BOLLARDg (TYPICAL) 36.3 116 4 36.29 - - PROPERTY LINE
35.8 b E DETAIL 36.36 '� +36.63 6t 3® �•N�,.� ESSI
`+ 2 _ �� +36.81N 16'32 51" W 515 + E+'35T�9 35.89 6 i r'P�' :9
�J------- ------ �TB-------- TB BB + TB1.28 .Q
Cl 2 37.28 �4 3 .45 36.85 RIM 35.2 36 37 - - - - - - _ BB - -_ -- EP n CONCRETE AREA
312 EP 35.20 EP EP EP 36 31- - - - 363 2 - SEA L
30.10 BB INV: 31.62 -- a_' - - - �.55�
29.56 EP EP EP RIM �6M64 FOUNDATION PLANTIN S �'•, t737a i.Q
36.35
EXISTING ASPHALT +36.69 +36.49 (INV IN 31.80 \
I HEAVY DUTY ASPHAL
+37.03-37.00 ACCESS ROAD INV RUT 31.70
�37-}$-+37.oz i i, O'REGO�,vv`v
+ 064 38,16-#36.76 ----------------- 4643-------y--3�4J_ '� I r�t/tlli I10,\
37.1 3 - - --+.3g.11¢ I1 TSF X TSF TEMPORARY SILT
EXISTING ASPHALT PARKING LOT SITE PLAN 35+ \ 36.77I (175) LANDSCAPIN W/AREA DESIGN DATE 1 2 06 10
EXISTINGFFE37.781NG tt 35.3+4+3+as.5
+ 37.78 BAR SCALE 1 =30 34.11 P 34 701 I DRAWN EJW
12" PINE
1 TREE TO BE REMOVED / `) 8.e4 40,83 30, 15, 0' 30' 60' 9o, 35.84 I DISTURBANCE LIMITS
DATE PRINTED I DIRECTION OF RUNOFF
3fi.®b4+9351a5 I SHEET 1 OF 3
JUL 15 2011 35.08 f 36.54 36.861 AREA LIGHTING
1 1 10027

CURB
4• BOURN
3000 PSI
CONCRETE
STEEL POST
WIRE FABRIC
FILTER FABRIC
I \-ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
i7
u u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
NOTES:
I. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE
2. CONTRACTION JOINTS (C.J.) SPICE SANE AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE R ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' RP NSION JOINT TEA) REOVIRED AT SO' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTUARES. AND AS NOTED ON SITE PINT.
PLAN
BLCG.-SRRVCIURE
1/8•R TOOLED
1/4•xl• DEEP w/µ
JOINT
�1/BUR TOOLED JOINT
1/2' IXPµSIGN
JOINT MATERML
EXPANSION JOINT (E.J.)
CONTRACTION JOINT (C.J.)
SIDEWALK
JOINT
DETAILS
HIS
PLAN
SJODFADF:
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
1'-6" x V-0" x .080 STD. ALUM,
HANDICAPPED PARKING SIGN
RESERVED TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
AN
BOLT TO WD. POST W/ 3/e" CAN
PRRKING PLATED NUTS, BOLTS & WASHERS.-
® TO .ACC STD ALUM. SIGN
TO VAN ACCESSIBLE".
BOLT TO POST WITH 3/8' CANE
P WTED NUTS,
, BOLTS & WASHERS-
READ9" x 1'-0" x .080 STD ALUM. SIGN
12" TO READ 'MAXIMUM PENALTY $250.
.-I GS 20-37.6 BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED /
LEGEND AND BORDER - GREEN NUTS, BOLT$ & WASHER$.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4%4" POST.
PT - /2 R(TYP) I I/2 R(iYP) r�
I I MAXIMUM 11 VAN Iz`y'1
I-
PE_NAL7Y
250 /e (IYP) 3/8(TYR)
I ----I- L---1IF
BACKGROUND - WHITE- GREEN BACKGROUND - wHRE GREEN
TYPICAL HANDICAPPED
PLAN
SECTION A- A �M-IPRF 1 0 X
UA
ENERGY DISSIPATOR
NITS
NCDOT #5 OR #57
WASHED STONE
ROAD
SHOULDERS SHOULDERS
MIN.
OF SLOPE
32
0
O
ro
POND DIMENSIONS OF NORMAL POOL
NOT TO SCALE
-MASONRY ENCLOSURE
CA$ING PIPE
AT EACH END -
DETAIL FOR BORE UNDER STATE ROAD
(NCDOT APPROVED 11 /00)
PIPE SIZE WALL THICKNESS
4-- 12 3/4- .188"
16' .250"
is" .250' ENCASEMENTS SHALL EXTEND FROM DITCH LANE TO DITCH
20• .250' LINE IN CUT SECTIONS. 5' BEYOND THE TOE OF SLOPE IN
24' .250' FILL SECTIONS AND 10' BEYOND EDGE OF PAVEMENT IN
30' .312' SECTIONS WITH NO DITCH OR FILL
36' .315'
'La. .500'
STEEL
NCDOT #5 OR
WASHED STON
CONSTRUCTION c n moN=
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPRDACHINC
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEEr APART,
3. SURROUND THE POSTS WRH WIRE MESH HARDWARE CL01H.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, µD BOTTOM. PLACINGA 2-FOOT FUR OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING 6 RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT /5 OR /57 SION GN A 2:1 AEI
SLOPE WITH A BOOK Of 16 INCHES AROUND E WK. µD
SMOOTH TO µ EVEN GRADE. INSPECT INLETS AT LEAST WEEKLY µD AFTER UCH SIGNIFICANT 0 INCH
S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABLNED, OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
REMOVE hDCUMUUIED SMIMENT, µLA MABl1SH FINA GRADING ELEVATORS. OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
6. COMPACT THE AREA PROPERLY µD STABIUZEO R WITH GROUNCOATR. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH WRING
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
61' R/W VARIES - SEE PLAN FOR ROUTE 11' 6'
MINIMUM PAVEMENT WIDTH VARIES AND THE MINIMUM
LOCATION IN THE R/W VARIES, SEE
PLAN - PROFILE FOR INDIVIDUAL
LOCATION. ASPHALT SURFACE
z 777 °R1
STEEL ENCASEMENT CRUSHED STONE BASE
fO ; CENTERLINE OF PAVEMENT
SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
ARM ASSEMBLY CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. No
WHERE RUNOFF B DIRECTED 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date Description By
'C' ENCLOSURE
AWAY FROM
AWAY GAS SHOW OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
CLASS A CONC. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
ASPHALT1 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
SLOPEP�_3 3'R MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
1 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
TOP VIEW WATER ENTRY UNIT REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
PVC PIPE VENT SCEHOULE 00 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
PVC END CAP A x pyC ELBOW. PVC PIPE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY
SCHEDULE 40
PVC TEE PVC END CAP PVC PIPE
PVC PIPE 4' HOLES
IN UNDERSIDE
FLEXIBLE HOSE
CONNECTED TO ORIFICE
END VIEW
X
0
CO
m
ALL
�o
U �
0 J
03
yW
Qo
mvl
z_
NCDOT STD, NO. 2 �I•-
APPROVEDOEQUAL
GROUP
PRE -CAST
FLOW
I
FRONT VIEW
SKIMMER DETAIL
DRAINAGE AWAY FROM CURB 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
ORIFICE PLATE - B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PVC TEE CLASS A CONC.
2- SKIMMER W/ HIS
1.40' ORIFICE
3000 PSI CONC.-{
SEE PLAN FOR PIPE
ORIENTATION & SIZES
SECTION
CURB INLET DETAIL
NTS
9" WEIR
EL. 33.0
SEAL EACH END CARRIER- IPE
WITH 1:3 PORTLAND SHALL BE DUCTILE IRON PIPE
CEMENT. A
L18"A
lD
11
*RCP
IPIPE
CASING WILL BE INSTALLED AT LINE AND GRADE SHOWN ON
THE INDIVIDUAL PROFILE FOR EACH CROSSING. BORING/JACKING 2.00TO LINE AND GRADE IS REQUIRED STEEL
LLI
TYPICAL BORING JACKING DETAIL
IV6' 6' I
NOT TO SCALE it
�'���V
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
El
BOTTOM OF
SPILLWAY EL. 35.4
GRASS LINED
6'
A TOP OF BANK
EL. 36.0
EL. 36.0
- EL. 35.4
1�
3
�1�1-III S-_ A
-III M
-111- EMERGENCY SPILLWAY DETAIL
I I=11 I I
DETAIL NTS
;T
HARDWARE CLOTH
OPENINGS)
ASPHALT ?...2•R
SLOPE 3- 3•k
I
9.
PROPERLY PERMITTED FACILITY AS REQUIRED.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
n {/8•R<--. • A
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.
DRAINAGE TOWARD CURB
10,
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
CURB SECTION
11.
EXISTING SURVEYING PERFORMED BY DANFORD AND ASSOCIATES, LAND SURVEYING, P.C.
AND SUPPLIED BY THE OWNER,
NTS
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
2 i/2" TYPE SF 9.SA (NCDOT)
14.
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
3 1/2" BINDER
AT FINAL GRADE.
6" ABC STONE (NCDOT)
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
s,
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
1=III-JIG
III-III=1
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
NOTE:
PAVEMENT SECTION MAY VARY
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
% /1
DEPENDING UPON FIELD CONDITIONS.
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
ENGINEER TO DETERMINE
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
ACTUAL PAVEMENT SECTION.
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
T i1
PAVEMENT SECTION
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
1
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NTS
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED,
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
2 1/2" TYPE SF 9.5A (NCDOT)
PAID FOR BY THE CONTRACTOR.
5 3/4" BINDER
23.
SEE GEOTECHNICAL REPORT NO- DATED BY
a" ABC STONE (NCDOT)
___ --_--, ,
______ FOR ADDITIONAL REQUIREMENTS,
CONSTRUCTION
SEQUENCE
II,�
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
►z
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
1-4
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
0
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
x
VE E
NOTE:PANNT SE TION MAY vARY
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
QT
DEPENDING u�oN FIELD CONDITIONS.
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
CONTRACTOR SHALL COORDINATE
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
W OWNER & GEOTECHNICAL
CONSTRUCTION.will
E GINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 05 FEET OF SEDIMENT HAVE
W
r ,
HEAVY DUTY PAVEMENT SECTION
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
E y
W
Nis
CLEANED OUT AS STATED OR WHEN HALF FULL.
OM-�
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
rT
0
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
z
w
z
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION,
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPSDURING
CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM�I�if�ENTERING
z•A,7.
STORM DRAIN PIPING.
A 4"' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
Qi
O
Az?A
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
E-1
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
z
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
`'
PLAN PROVE TO BE LESS EFFECTIVE.
�~-1
F4
TEMPORARY GRAVELLED
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION
1-�
PLAN
CONSTRUCTION ENTRANCE
W
H-1
NTS
MAINTENANCE
PLAN
A
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4").
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" X 1-1/4" X1 4"
/ / /
LATE WINTER & EARLY SPRING
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
TEMPORARY GRASSING DETAIL
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
SEEDING MIXTURE
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
SPECIES RATE (Ib/ccre)
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
Rye (grain) 120
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
p..l
A--1
36.0
Annual lespedeza (Kobe in
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
0
TOP OF BANK 3
Piedmont and Coastal Plain,
Korean in Mountains) 50
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
�
-
1
Omit annual lespedeza when duration of temporary cover is not to extend
beyond Jane'
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
Ib
ATTACH GALVANIZED WIRE
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
C\2
_
CLOTH OVER SMALL DIAMETER
SEEDING DATES:
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
ORIFICE (8 MESH WIRE)
Mountains -Above 2500 k: Feb. 15-May 15
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
.020
Below 2500 fU Feb. 1-May 1
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
-I
TOP OF BOX 35.15
Jan.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
_
Coastal Plain GecMiYApr.15
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SOIL AMENDMENTS
4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
O
Ilk o6
THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
IFROM
WEIR INVERT 33.0
Follow rocommeMaOons of .11 toste or OppIy 2,00o Ib/acre ground agricul-
turol limestone and 750 lb/acre 10-10-10 fertilizer.
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
(�
_
ACTIVITY ASSOCIATED WITH A SHALE.
1 TEMP. POOL 32.9 Do
MULCH
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
N
p
18"" RCP -
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
Q)
�+
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, METING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
I
USED AS A MULCH µCHOKING TOOL
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
,Cy
LO
to
Li
INV. 31.101 INV. 32.0 -INORMAL POOL 32.0
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
O
1
o_
INV. 31.5 (D
MAINTENANCE
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
Z
z
L'7
Cr)
Refertil'ue if growth is not fully adequate. Reewei refertilize and mulch im-
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
CO
CD
z
2 b
LI-11
mediatey following erosion or other damage.
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
IS
w
(\.
w
1 I
OR DAWILLEBE
TEMPORARY SUMMER GRASSING DETAIL
IID.
___ -
6.
SEDIMENT REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
Y)
w
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
n
-�
�6"I 4'-0" E6"� -II-III-
SEEDING MIXTURE
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
(�
CW
0)
C)
a
`��
SPECTERS RATE (Ib/°Ora)
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
NQ)-H
e+-R
BOTTOM
INEFFECTIVE THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
SECTION A - A
TEMPORARY 26.0
GRAVEL
FILTER
GERNAN MILLET Mo
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS WY BE
SUBSITRREO AT A RATE OF 5o Le/ACRE.
SEEDING NOTES
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
~
~i
�y
04 ~
0
0
DETENTION
POND OUTLET
STRUCTURE
MIEDMOTs- MAY TAUG.15s
Pisa TAiPiw Yip 1's�u7c. 15
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE EIGHT OFCTHE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
NTS
SOIL AMENDMENTS
WILL
10' VEG. SHELF 10' VEG. SHELF 6' EMBANKMENT EL.=32.5
36.00
TOP OF BANK
OP �E SHFI F 325 = _ _F2-9
48k=E(�,�-3,2�=
3 1 10 BOTTOM OF SHELF 31.5 SHWi t 32.5 tp 1
1_ J1
3 MAIN POOL 3
SEDIMENT REMOVAL EL.=27.5- -
BOTTOM EL. 26.5
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
Follow PECOMMENDA1T0Ns OF SOIL TESTS OR APPLY 2,000 EB/AaRE GROUND ACRRa1L-
TURAL LIMEsrow AHO 750 LB/ACRE 10-10-10 FERTILIZER TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
MULCH OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
APPLY 4,DDD LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY SIRNCHT CAN BE INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
USED AS A MULCH ANCHORING TOOL
xxAAAAAAAGAR JJ7j'�/
MAINTENANCE SPRING
MEOMTELFOLLOWING -SUMMER N' .... <�
REFERRUZE
EROSION NOT FULLY RESEED, REFERTIUAND D MULCH IM- /
FALL -WINTER PERMANENT GRASSING DETAI Q`•
PERMANENT GRASSING DETAIL SEEDING MIXTURE SEA L
SPEM RATE Tlb/alwW1 -p '
36.E TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE SEZ 7374 r Q
COMMON 10
TOP OF BANK SEEDING MIXTURE SPECIES RATE Ab/ate) ,
FLOOD POOL EL. 32.9 TALL FESCUE BLEND OF TWO OR % A"• y ��
�1 RATE (Ib/aCra) AU. RESCUE 50
THREE IMPROVED,VARIETIES) 200 ORE
- _ �N6T2MAHPn(1� R1' a (grain) 120 RYE (GRAIN) 25
SEEDING NOTES �iYYOITT jjj1 �``
SHOUT f 32.5 1. WHERE A NFAi APPFIRARCF 6 OMSIRED. OMR SERMEw
SEEDING DATES 2. 116E COMMON BERUDAGWSS ONLY ON ISOLATED SEES WHERE IT CANNOT BE-
1 L FOREBAY -I1 SEEDING NOTES ,L,GUST, _ APRIL
ECDA CONE A PEST. BERMU6AGPA55 WY BE REPLACED WON 5 lb/sae
2 MOUNTAINS - AUG. 15-DEC. 15 AI,cusr - DECEMeEt DATE 1 2-6-10
2 -
SEDIMENT REMOVAL EL.=29.0 COASTAL PLAN and PIEDMONT - AUG. 15-DEC JO SEEDING DATES
SOIL AMENDMENTS
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
* 10:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FLAG,
& CARDINAL FLOWER
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND & FOREBAY SECTION
NTS
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 lB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1.ODO LB/ACRE 10-10-10 FERTILIZER.
APPLY UYE µD URAL UER ACCORDING TO SOIL TESTA OR APPLY 3.000-5,000 Ib/sae
GROUND ache 1111RAL LIMESTONE USE THE LOWER RATE ON SANDY SOILS) AND
1,000 Ib/acre 10-10-10 FEmuzESL.
""L' - JOLY 19
SOIL AMENDMENTS
A Y WE AND HODI IIER MWPOING TO 90I1. BSi OR APPLY 3,000 N/edrA
DESIGN PGT
DRAWN EJ B
MULCH
GROUND AGRICULTURE LIMESTONE AND 500 N/sae 10-10.10 �Efl
MULCH
APPLY 4,000 Ib/Oro GRAN SRAM' OR EQUIVALENT COVER OF ANOTHER SURABLE
L STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
APPLY
MUCH. ANCIgR SKAW BY TACKING WITH ASPHALT. RDWNG, OR NETTING OR BY CMYP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT Cµ
MULCH
`
MULCH µCHOKING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT ERII BE
OR MULCH ANCHORING
BE USED AS A MULCH ANCHORING TOOL.
USED AS p MULCH ANCHORING TOOL
Y 4.000 Ib OF ANOTHER SUIDN�
GRAffil SMOI ORLON%
DATE PRINTED
MAINTENANCE
MAINTENANCE
SI, VCKNGASPHALT ROWNC OAR NERWG OR BY
WIN A MULCT ANCIKKBNG TOOL A DISK WITH BLTDfS SET NEARLY STRAIGHT CAN BE
USED AS A MIAs ANCHORING 10X.
f[-/V/r
Repair and refertilize damaged areas immediately. Topdmw with 50 lb/acre
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/acre NITROGEN IN JANUARY
of nitrogen m March. U it Is neceseary to extend temporary cover, beyond
OR FEBRUARY, 40 Ib IN SEPTEMBER AND 40 It, IN NOVEMBER, FROM A 12-4-8.
MAINTENANCE
SHEET 2 0 F 3
E• III111rE
JUL1 eW 201t
or Dnd Coavlol early March,Plain)
ornKoreano(Mo n ains)vemeed h 50 lespedezocre in atee February Piedmont
,WARM WEATHER,MILAR AS THISRNCREASESEST D ES TO DAPPLICATORS SEASE. RESEED. (NG
FERTILIZE.
RFFERTALIX THE rOLOWWA APRL WITH 50 W/an NITROGEN. REPEAT AS GROWTH
�j .e ew
µD MULCH DAMAGED AREAS IMMEDIATELY. NOW TO A HEIGKT OF 2.5-3.5 INCHES
REWIRE MAY BE YOWm ONLY ONCE A 1LM WHERE A NOT APPFMµCE IS
AS NEEDED.
DESIRED. OYR SERICFA AND MOW AS OF1FN AR N®ED.
10 0 2 7