SW7051115_APPROVED PLANS_20060119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
gmQC2/!q
YYYYMMDD

_ a 'k y�
�8a
NQTES LEGEND
1. OWNER/APPLICANT: NEW HOPE FOUNDATION, INC.
ROBERT MELTON EXISTING ASNALT PAVEMENT
PO BOX 339
WINDSOR, NC 27983
(252)-345-3663 PROPOSED ASPHALT PAVEMENT
2. PROPERTY INFORMATION: PIN #: 8902--08-7907
PROPOSED CONCRETE
3. RECORDED REFERENCE: M.B. 37, PG. 12-13
4. ZONE: COMMERCIAL DISTRICT (C-1) 4 EX. IRON PINE
® EX. IRON ROD /
5. PROPOSED USE: DAYCARE/OFFICE
6. PARCEL AREA: 96,105 sq.ft. — 2.21 ac 0 CALCULATED POINT
7. LOT COVERAGE: (fl EX. TELEPHONE PEDESTAL /
BUILDINGS = 7,770 sq.ft.
ASPHALT 14,298 sq.ft. — _ = EXISTING STORM PEE
QQNCRE7E = 2.707 sa__:�_ft. '.. .. . .
TOTAL = 24,775 sq.ft. — 25.77'l E)L FIRE HYDRANTy . _ _ _
+986 .
8. SETBACKS: RE,(,UEED PROVIDED
FRONT (BEAU) 30' 30.50' ® PROPOSED D.I. / �� . . /'� /
FRONT (INTERPATH) 30' 154.62' _ _ PROPOSED STORM PIPE
SIDE (LOT 17): 10' 34.00' — —" - (HDPE OR ROP AS INDICATED) � /'.... ..
SIDE (LOT 19): 10' 15.44';�
REAR: N/A N/A d PROPOSED R#P—RAP Ile
y� Ile
9. PARKING REQUIREMENTS: PROPOSED FIRE HYDRANT
�r /
OFFICE / f ...... .'.'
REQUIRED: 1 space/250 sq.ft. x 2,370 sq.ft. 10 spaces /// . '� .. . .. ...
DAYCARE / / ,......' �� /� �•�. r+ra �Coxs r�ct�rrt�r
REQUIRED: 1 space/attendant x 7 attendants = 7 spaces • • • • . • • • �r
I2fr3
1 space/6 children x 50 children = 9 spaces ^ \
TOTAL REQUIRED: 26 spaces
PROVIDED: 34 spaces \�
ADA SPACES REQUIRED: 2 spaces / / .�. .. .. ..
ADA SPACES PROVIDED: 2 spaces ,, '_• / / /Q \\
10. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY
BY QUIBLE & ASSOCIATES, P.C. DATED 6/29/05. ELEVATION DATUM IS NAVD 88. . • • .. . / .
`\ \
11. FLOOD ZONE: X A5 PER FIRM MAP 372089 0300J (SUBJECT TO CHANGE BY FEMA) / .','•','•',','•' 'y
12. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF A 2,370 sq.ft. OFFICE AND
A 5,400 sq.ft. DAYCARE. ,. '. .. f,./ ,�'' /_ Q �� 51�6 �� \aw
13. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED. / t�
r c�
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. � .' . ..... �� � ovr �
15. STORMWATER MANAGEMENT: /g�
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A CULVERT SYSTEM ANDr
CONVEYED TO A PROPOSED BASIN LOCATED AT THE SOUTHWESTERN CORDER OF PROPERTY. wcwyc
�s�E� �
16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS F� / `$•
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER •','•' ;� /
SYSTEM, DESIGN
�• BUILDING SEE APPROPRIATE SEPARATE PLANS. / •' _ --`.. ' ` ' ' ' • .
ETC, ••� �* r e .� r _y t N ,�.. •♦ (�1•�'1'�7@oMf
,: F, I CrtiCC.Eia+l�
17. ALL EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED. .
18, BUILDING CONSTRUCTION SHALL COMPLY WITH ALL ASPECTS OF THE NORTH CAROLINA BUILDING . .. .. .
AND FIRE COME, LATEST REVISION. -' , / H�'�� v F
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(DESIGN By OTHERS)
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. . . . . . . .� .
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PAD jr i©7 !8 �- �rca:pvrew
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-'.......' . _ .;% sue. /, / j , It r PA�a r CENMO —
.........., �`/ j jj I 5ECTION 5
79'\ %CD'frrJFE'Ti? i''/ / AYV-)a4 // / STORMWATER j POSEDjj 1 10SRPRESSUL'-AA$4ft.) ! I�
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BASIN �j f� ljj j 0p LF 5 ON EA R hr j -CnV
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. . . . . . . . . . . . . . . . \ . I/ �•` jj 1 I-� LF 5 p,hCEM7RYSTEbt fj lI�
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(DES" BY orfl Rs)
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TCP T=1{ H7f�R111 fr
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AM n es' WVD !2r �-
DRA1YYWO FILE: P05042—Bass
PLOT SCALE: t 0=3 ,
BEFORE YOU M I
CALL TL7U FREE
1-800-632--4940
ORTH CAROLINA
ONE CALL
VI.11.INr Y MAP
N.T.S.
0
VI " (Mfi=beth City)
N.T.S.
via:
Tim DATA COCEN ON TN£SIr PLANS IS BEUE1r D
TO K ACCt1STE. BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERB ALL LEVELS. LOCATIONS. TYPES.
AND DWENSIM OF THE EXISrM UTILITIES
PRM 7`0 COSTRUCTION. ff A DISCREPANCY
IS MINIii, WUEK SHALL CEASE AND THE ENWNE'ER
NOTIFIED. WIRK MAY CONTINUE UPON ENG#4EERS
RIECEIVED
NOV 'i 4 2uv5
G✓A)eo e I V7
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
D �h l9 20 06
Sbnmwater Perm t No '51
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CAN NO.
P05042
DES00 BY
SC$
ORAwN BY
xa
JMH
CHECKED BY
SCB
IT'S W DATE
i� 04/05
SHEET NO.
GRAPHIC SCALE
30 0 1s 30 60
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( IN FEET )
I inch = 30 ft. OF

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NOTES:
1. OWNER/APPLICANT: NEW HOPE FOUNDATION, INC.
ROBERT MELTON
PO BOX 339
WINDSOR, NC 27983
(252)-345-3663
2. PROPERTY INFORMATION: PIN #: 8902-08-7907
3. RECORDED REFERENCE: M.B. 37, PG. 12-13
4. ZONE: COMMERCIAL DISTRICT (C-1)
5. PROPOSED USE: DAYCARE/OFFICE
6. PARCEL AREA: 96,105 sq.ft. - 2.21 ac
7. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY
BY QUIBLE & ASSOCIATES, P.C. DATED 6/29/05. ELEVATION DATUM IS NAVD '88.
8. FLOOD ZONE: X AS PER FIRM MAP 372089 0300J (SUBJECT TO CHANGE BY FEMA)
9. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT
ELEVATION (I.E., LIP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
IDENTIFIED AS "TW" do "BW" INDICATE TOP AND BOTTOM OF WALK ELEVATIONS AND
"TOB" INDICATES TOP OF BERM.
10. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
11. STORMWATER MANAGEMENT TABULATIONS:
DRAINAGE AREA as 33,814 sq.ft.
STORAGE REQUIRED (1.0" OF RUNOFF)
IMPERVIOUS 24,948 sq.ft. O c=0.9 x 1.0" = 1,871 cf /
PERVIOUS 8.866 sq.ft. ® c=0.3 x 1.0" m 222 cf V/
TOTAL TEMP. STORAGE REQUIRED = 2,093 cf
TOTAL 'TEMPORARY STORAGE PROVIDED = 5,467 cf V
*TEMPORARY STORAGE AVAILABLE IS EQUIVALENT TO RUNOFF ANTICIPATED
FROM 2.61 INCHES OF RAINFALL WITHIN THE DRAINAGE AREA
SA/DA RATIO (FOR ULTIMATE POTENTIAL BUILD -OUT):
DRAINAGE AREA = 33.814 sq.ft.
IMPERVOUS a 24,948 sq.ft.
'X, IMPERVOUS = 73.8%
POND DEPTH - 3'
PER SA/DA TABLE (9OX TSS REMOVAL): SA/DA REQUIRED = 0.0859�
PERMANENT POOL. SURFACE AREA REQUIRED : 2,905 sq:ft. J
PERMANENT POOL SURFACE AREA PROVIDED R 2,988 sq.ft.
NAWMG FU: PM42--Som
PLOT SCALE: 1 *00'
LEGENQ
EXISTNG ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE
0 EX. IRON PIPE
C!] EX. IRON ROD /
• CALCULATED POINT /
m EX. TELEPHONE PEDESTAL
X j141 �
EXISTING STORM PIPE
y EX. W HYDRANT
. z< II bl
PROPOSED D.I. �'
Ile .. ::: • .. %.� ' to 61 /
PROPOSED STORM PIPE flr.4 \' .'x , ' �_ -Q,�sl
(HOPE OR RCP AS INDICATED)
PROPOSED RIP -RAP .
' PROPOSED ARE HYDRANT
- - -lo - - - EXlSTHiG CON TOUIq • •' . % ' J �' AeoMca�+ne ts1
/
�.0 PROPOSED CONTOUR / .: tl. Lora or, rArarr�arcBR
SEC" 5
Q p° RIP -RAP APRON ' : / x II \ • , 18 $7, ft LU13
EXSTING SPOT GRADE T LONG, 4.5' MADE, 6' THICK ,:' . , /
. ' j '
(2"-ti' ANCULAR STONE) •. . . . . . . .
/ \ .
PROPOSED SPOT GRADE APRON TO TEND UP DITCH •
SIDE S TO MP OF DlTcrl,��
PROPOSED FLOW ARROW .. ... .
,x �i.� ... .. '4°
�. DRAINAGE DIVIDE
,•'I$"'NAPE sv=1� '. v1�/�'.
/ 4Q Lp U 'O.o
/ .. .
RIP -RAP APRON . . . . . . .
4.5' LONG , 4.5' YMDE, s' THICK a' . . . . . . . . '
..
(2"-6' ANGULAR STONE) q
APRON TO EXTEND UP DITCH / t
519E SL.OP£S TO TOP OF DITCH ' ' ' ' ' ' ' '
�34,-,,,,,,i',�
�'.* TOP �+ 12.2
/ pJ� INV. - &7'
f TOP - 12,
10.
G.
X 1154
)c 110
IV
RIP -RAP APRON -' • . . . . . . 4, _ X 9 f�Jt47'!'7R7P!
'. . . . . . .
7' LONG . 4.5' MADE. 6' THICK. , C{� , ter, t 'l13' lPe >tii,•4 r4 C,+Yftr1141tG[
ANGULAR STONE)) / �' t2Z D OX
APRON TO EICTENO UP EiITCH 1 • , 4k ,. xll.11
SIDEPPES TO TOP OF DITC�'.
, D.43
• .y . l .::DIY
1Nv. - B.7' f '� ` aq�f�R✓�1-
. •xll�- �- •S x - ` z � r Qr
/ rY5"-HOPE N-12 r xp!f8 `
RIP -RAP APRON ♦ _ 4O' LF • O.a _ , ;f. i ' 5
4.5' LOW , 4.3' WIDE 6" THICK Fau/'
(2'-6" ANGULAR STONE) iLDIN' ROOF AIN I
APRON TO fXTEh10 UP DITCH TO BE PIPED DIAS I Y
SIaE SL S TO TOP OF DITCH
• ' , O� ; } Y 9 OX ^�� Y + i ,? TO STC�I SEM F
�`. . - , � ,/ < ' '` k�-' PROPOSED
ROADSIDE DITCH TO BE-CtEANEi1 /��� / 4 ; w y: r ;' x ' '� PLAYGROUND �
�r MAIbITAM1Ea - s�iOPr GRA � h . ,
/ ALONG T3iT11 »iONTAgE • -AI ��/ . G T'OP : 12. 3 fi % `d. I
FOREB/IY-WALL . . . . . . * , , . . 1D' RCP % s %11Z
{SEA _'SHEET B FOR' DETAIL i,
6' 1MDE 11EGETA�.SHEtF / i e • 7
/ (SEE -MEET ,6 .FOR. DIET j I25
'.t1 xll6a / ` ~ GROUNDWATER
,, • x II. // f 1 S ~ X IIAq PLUPM TANK
i 1 ~ Ib LOT M
-. ....... ,X'� �// C 1 LOT tel BE #4STA I€O 1146
............. LOT
fr.. .Z ub7 j PARKNAYCENTER ~ - 25 iFR%_.ED x PAtW1 te�tree
x 25' FROA acT1v�
. l do REPAB I31E1DS 1 37, !°� 1�'�lj
,:.........� '� ✓� I j j 5EGTION5 �`
........ 7' RIP
s4 ' WIDE. 6» 7I#CX AP �PRON
MS �7, PG 1�#13
/ ` ' 4 Y. it 2"-6 AlKi LAi STONE) REP 1
MA/"i '� 'ffJG d'f!4✓"E'TF71 j NY1/�iEJ M� / ON TO EXT{i1'FD UP DITCH Low p AItup 500 J
(7.2) 61D sLEs TO1OP aF DITCH 15 i-F�lz� PEE Srs�
ON-CE14TER M
1 j
,• Ri!!•A9Y!'P't S
x 12,y3 \ clp 1 plT l. X . ` i
71944FmEX. slLOPt t 11,52 AC,,
1
J2j2r: O. i ' i 1PROPOS€fl BASIN Wi p (�50p sq,fl,
Sys. 1� , WVW/"1O.'i0' 13i'bRAIGE ELEV. 11.7• I'CSSUR£ PIP i 1
\ \� 12 ; X 1O4a aaLw PERM. M16 ELEV. 10.2' 1 :Op LF 5, �C uz SYSTEM j
BOTTOM fJiV. {-•)7.2' 1 R' CEN7ER
1.00 11M. STORAGE x PROP( 07 1 ii cj 10B' 1MEs1 5,467 cf
Dw
CTURE
(SEE DETAIL) 111 ~ 1
-12jg&.......... .. ! 1
22
I$.I? - ` x II 45 20, W7ANVAgE
EA
. . . . . . 401
. .. . . . . . . . . . . .'
RIP -RAP APRON All
\ i LONG . 4.5' MADE 6' THICK \ ' . , . . . . . . . . . . . . . .
(2"-6' ANGULAR STOVE) . . . . . . . . . . . . . . . `. .' - ••iLis.2? _ _�` - =� 1 !7R Ilb 4
APRON TO EXTEND LIP DITCH r�2.3Q . . . . . . . . _ . . . . . SIDE 'SLOPES TO TOP OF DITCH W ' , • . . . . . . . . . . . . . . . . . . _ - _
.. .. .
�� 7����'�•�: ...... ............... :r:._:L�-!�-_----------------------------
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,3�1.�'
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S BD�IOYL" it
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1 42,10'
1 0 01*f54• E
BEFORE YOU DWG I
CALL TOLL FREE
1-800-B32--
ORfH CAR©UNA
ONE CALL
IT
VICRgTY M" (Efizabeth City)
N.T.S.
THE DATA GIVEN ON THESE PUNS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VEWYfW ALL LEVELS, LOCATIONS, TYPES,
AND IWN"S OF THE EXISTING UTILITIES
PINM TO CONSTMC'CION. NF A DISCREPANCY
IS FOUND, WORD SMALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
GRAPHIC SCALE
a IS W 6tf
{ IN FEET )
i inch - 30 fL
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P05042
DESQfM BY
SCB
DRAYN BY
JMH
CHECKM BY
SCB
ISSUE DATE
a1 04 05
SHEET NO.
�QF

�3 ��m-_JYV -70,S-III r
I
1. OWNER/APPLICANT: NEW HOPE FOUNDATION, INC.
ROBERT MELTON
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES; PO BOX 339
a.) AREA TO BE DISTURBED: 81,543t sq.ft. - 1.87:1: ac. WINDSOR, NC 27983
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN EXISTING ASPHALT PAWMENT (252)-345--3663
WORKING DAYS OR 30 CALENDER DAYS (WHICHEVER IS SHORTER), FOLLOWING 2. PROPERTY INFORMATION: PIN #: 8902-08-7907
COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER PKWOSED ASPHALT PAW.MENT '
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALEN'DER DAYS 3. RECORDED REFERENCE: M.S. 37, PG. 12-13
(WHIICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OR
DEVELOPMENT. IF SAID ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION PROPOSED CONCRETE 4. ZONE: COMMERCIAL DISTRICT (C-1)
SEEDING DATES (APR. 1- SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS
SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING 0 EX. IRON PIPE 5. PROPOSED USE: DAYCARE/OFFICE
PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO B. PARCEL AREA: 9fi,105 sq.ft. - 2.21 ac
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING ® EX. IRON RIX? /
SPEC'S ON THIS SHEET). 7. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY /
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF • CALCULATED PONT BY QUIBL£ & ASSOCIATES, P.C. DATED 6/29/05. ELEVATION DATUM IS NAVD '88 /
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT m EX. 7ELETRONE MESTAL 8. FLOOD ZONE: X AS PER FIRM MAP 372089 0300J (SUBJECT TO CHANGE BY FEMA)
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET. /
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED -- — = EXISTING STORM PIPE /
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
EX. FIRE HYDRANT
e.} CONSTRUCTION SCHEDULE: =g�.� - - - ..... .
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
��
2) FLAG AND/OR ROUGH STAKE WORK LIMITS. POSED D I. / ... %'1/ /
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, PROPOSED STORM PIPEt�'-;•J . ��`�• /
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START (HOPE OR RCP AS INDICATED)'�
OF CONSTRUCTION ACTIVITIES. PROPOSEDRIP-RAP �'A. '
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES. PM POSM FIRE HYDRANT � fls�rs ; , � , � OR
6) GRADE SITE ACCORDING TO PLAN / INSTALL EROSION CONTROL MEASURES. T e' . WATER.S4CEtr ,
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY - - -10- - - EXISTING CONTOUR . (9sE MY ARCH) -
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. / .� ,' �,� �`; , LOTi7
8) ONCE SITE IS FULLY STABILIZED; CLEAN AND STABILIZE ALL DITCHES. —9.0— PROPOSED CONTOURswmws
" PROPOSED ` /� ` �, !Ei 37, po I24ti3
-�E--"- PROPOSED SILT FENCE � ' • � AIR ►�Ei�
10 IM M PROPOSIED LUT5 OF DISTUIRBA 1(
PROPOSED INLET PROTECTION
c+va,T,.irr�r c•ri-�-co cArsr�ln/Tvn\ ///J// �.•••••••••.•••.••• � /fi��,� �. yh. '� �`` �', \\
:0.oe
280 4F
_ S
' �` / �-" �? � � d� \G�'� � � . � ` •orb.
aw
c r
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:Fil. �+j+'
:✓T /.yV0,�f''
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•7!Iaf
��iIEI!�yW�a
�•.�. VI?l{•.':..•.. .'..'/`•a' / f.f f f 4�y�`• jai,
/ ti PERMMENT _VEGET TI0N
. d
' - �,$- ,¢��.' � �' � � � �}`� , � ��, �� , r � � �; •�• SEEE7NG DATES: APRIL 1 •-• SEPT 30
n .' , �t�; %, • ` X F yf 3 L f ACRE
/
7 SEED RAIXTURE APPLICATION RATE 5
I�A4HIA 50 Les.
. . . . . . . . ' / / / F_- M i y` 1 Y L. { _ \i - (agl4'1'>
Li
. . ' n �• ,� ,� _ 3.- - C.4I.Ct,1T82GfJl�f+k�1 COMMON EIERMFEIDA 50 L35.
J / ' . (UNHULL.ED)
,/ ;
�,/� w'� 'r x�z a- ;�' t`� x..` 4 'r e' ✓, i ,fir' -' _
n IJ ti r fi GERMAN MILLETT 15 LBS.
-'. _ , /,-;J-k Ty -£ rr,Ys}. •t-s,°•m- s `� 7'' g _ �ti,;-'- Y � -.•. I'
20 LBS.•„ 7 =
F I'.......
''. . . - / '� ���t �'t�''t Yektr°•msc'4�c�:•�� i;t�"a .'xy;�'' �3'a x ?-��' ,. �'- �
t' . Q`Q
•
.. .. . . . . .
PROPOSED .. . . . . . . . Cj' • e' II��B:is
II -13-13 � 504 LB/ACRECAANRTRUCTN26
ENTRANGi/EIUT. � • � ;- ru a"�rwv' � � t,� � '�3' �@` � '� p
. . . .. ..CH !. .. •. •. R- } '' + �(E,• !}'d.
{`I•" W! D EP Ew ' . . . . . . . P APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WkTH ASPHALT,
�E X 8 /� ELT PENCE .' _Ara y'' 'I -°i w N�I'1'fNG, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
V 4 p• r STRMGW CAN REUSED AS A MULCH ANH:}if14i11sfG TOOL.
s.+ P
� • _ _ R IOPOSED
N.T.S �� ' f ' Z .F `# PLAYOROUND
144
is . > • / ' �G rr ii� ys {Lu *•
Y_Tvr
� t
VICTNrff MAP (Eflubeth City)
N.T.S.
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
EERTILIZER
10-10-10 0 1000.L8/ACRE
M
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET DEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
. . . (� x-ry 4 . Y' � S; A - y ..� � � . Itrb � t � � GENERAL:
FEIM'.5{4. " t�
- •' . _ . . . . . .,L#ZERfcTE5 SHOWN ARE GENERAL RECOMMENDATIONS: FREQUENCY AND AMOUNT (?F FERTILIZATION OAF! SST RE pETERMiNEO THROUGH SITE SPECIFIC S01L FESIING.
- �J r MAINTENANCE -
SATISFACTORY Y STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COMER. EVEN SMALL BREACHES IN VEGETATIVE Ct3VER CAN EXPAt#D
'� RA#�#DLY AND,
/ IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LASS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIR'S ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN, NEW
SEE ° SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PE AS NEEDED. IF RNLI AddO GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED.
! -: '/ , , r f -- , MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (MLILC+n AS SOON AS POS>sHM. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
— �" I 1 mw- L CG nmMPN.ETIQN is Ago)
-j , • ,/ /
" ' . ' 1 j WEAK OR DAMAGED SPOTS MUST IRE REUMED, FERTILIZED, MULCHED. AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TQ MAINTAIN
.y
'.'.'.'.'.'.'.'. .' 'f - f Lora PRODUCTIVE STANDS.
' •' J LOT 18 I" irc�eree j
j ,►r. 1 PA KHA r CENTER
' , •�- 9� s ` F ! 5ECTION 5
,..........�., / 9 ! I 1-837,Pr? 12113
AVa ,' p !� LO}yRCPAfR (7 SQ ~
NW7ffi \ -j,! t! It9'li7 j•/ / ! t50pRE5sURE PfPE.) j
............... J� . �' Nl1//.JF)3Ei' S I Lp;;. FR�SS� 7.500
tP
. . . . . . . . . . . . . . . ` ` . r / � . �' _ � ,f J� yp u 5'OP r£NTF TEM f
% .' ....... . .•. - ! 1 (14) 108' LfH£s R
MR
. . . . . . . . . . . . . . .
/ `.:,.. -.'.'...'.'.'.'..'...'.... =
=' �• . .. .. ... .... .... .. .. ~�= _ _ �-OR
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So'
47 -�
. . . . . . . . . . . . . . . . . \. -/?
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_ ate. .....a. .. ���,.._.._.._.. _ __-'_ --- ------------
�� ~ `W � _ _ r ��. ..'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
W--� �:._:._.._ _.'�:._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
r
r
127P PWW7tHhr tT r
i3.iNf' �fAVA R5113 'S'Y
ADV 0.46' N YD .24
w��rp 5rpkc
/"Y Tm% i T fT!RT /-Y J11 1 TA"! r"T•f T T/hl Mglr.0% 1 v' .....—�•��
Wiwi
DRAwme rut POS042-Ba"
PLOT SCAT.£; 1 »-30'
BEFORE YOU Alin t
CALL TOLL lrffr
t-WO-652-4949
ORTH CAROL INA
ONE CALL
SILT BARRIER FENCE SHOULD BE LOCATED TO PREVENT
INIXTtRATION OF FINES OF SEDIMENT INTO THE INLET
BOX. IF BACKFILN_ OPERA'tMS HAVE NOT BEEN PERFORMED.
THE SILT BARR" FENCE SHALL BE LOCATED OUTSIDE TitE
AREA EXCAVATED FOR INLET BOX.
2e 0 GRACE
MET GRATE
CONCRETE INLET BOX---'
(SEE DETAIL SHEET COP)
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE. Wr THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSWE
FOR R#'YW ALL U-WM LOCATIONS, TYPES,
AND 6dIAl HSIONS OF THE EXISTING UTAJTIES
PMOR TO CO1WMUC7XW. IF A DISCREPANCY
IS FOUND, WOW SHALL CEASE AND THE ENGINEER
NOTWER. WORK MAY CONT JE UPON ENWNEERS
GRAPHIC SCALE
30 D is 30 gD
( IN FEET )
1 inch - 30
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No.
P05042
DIMIGNED BY
SCB
DRAV14 BY
JMH
OKOK A BY
scs
ISM DAIIE
1i 04/05
SHEET NO.
IFIV3

rga
s
PLAN
t
SECTION Y--Y
PLAN
U=
mw.. liiC■" MT. "0.01
KITS
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN IRON WORKS
5250 CATCH BASIN
INLET GRATE & FRAME
REQUIRED FOR DROP INLET
IN ASPHALT
EXPANSION JOINT
USE FAT GRADES 2X AND UNDER ...
7
EXPANSION ft DEPRESSED GUTTER LIFE
33,
EUVATrox
NORMAL CURB AND GUTTER ON LIGHT GRADES
SEE CUFFS INLET DETAIL
MINIMUM DIMENSIONS AND
QUANTITIES FOR BRICK CATCH BASIN
IME SI S Or grX—Ant) PI
PIPE
I SPAN
TH
WIDTH
PAN
HEIQHT
D
A
C
G
MIDI H1
12
3._..
-.'
-
'-1.cil,
HEIGHT OF BOXES VARY
SEE DRAMNG SHEET C3
t
2'-11 3/4"
3/40
ALIGN FRAME WTH INSIDE WALL SECTION � � P P
EDGE OF WALL TO ALLOW
04
FOR VERTICAL AnDjT
JUSTMENT :
SECTION B—B
N M
2 1 /B" 2 1 /a"
2'-0" �� 6" N SECTION L-L SECTION M—M
1 3/8"
t
PLAN
FR,WE, GRATE, Asti) HOOD ASSEMBLY X K N
e
L m SECTION P--P SECTION N—N
Am
J L M
SECTION A.- A FRAME PLAN
e t•�
3 , p Ln tY
11 18" 11 16" 3'-0 7/8" r RAO. 1 /2"
�4■ t 3/A''r w R w
rl ♦ »c I1/2
3/4" �.. 3/4r 1 /2 1 34~
`� . o,
>. p
3'-0„ R SECTION R--R;
3 1 /2" "• 3 1 /2" 2'--11 1 /2" 11
SECTION K—I{ '
HOOD ELEVATION •-
N
xra.
(REQUAW FOR DROP INLET N CUM & GUTTER)
DRAWING Flit`: t 042Y-defIh
PLOT SCALE: N.T.S.
CLASS A NCDOT
EROSION CONTROL STONE
SIZE VARIES SEE GRADING PLAN
u
5:1 MAX. SLOPE
FILTER
(TYPAR
ELEVATIONS VARY (SEE
ELM WEW PLANS FOR CONTOUR S—ECTION A —A
ELEVATION INFORMATION)
PIPE Q 'I� D
(APPLIES TO ALL PROPOSED STORM PIPE OUTLETS)
N. T. S.
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WAN PLAN ItA 'HW
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m wurAN
OROUPSI L. BUSH
CATTAILS
NF�Lf RUSH
NC DOT :•a
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11
PLANT VEMS
OOMMON NAME
SPAOM
LOCATION
epadmu mmll waft
Wiwi
5' O.C.
AT OR A■OW PERM. POOL
Typw wwol fam
OAT rML
2' G Ct
MOW (WAR 1 FOOT) PERM. POOL
Typhe 44la k
CATTAIL
2' O.C.
amow (W/IN i FWT) Path. POOL
i muf Tiro!'htlNRlw
SLAW NMMM
2' O.C.
MOW (W/FN 1 FW-t) PM- P(XX
. rafts .a tmm
OOU M04 RAN
2' O.L
SMOW (WAN 1 IR M MMM- POOL
NOTES:
D kNbYl■ OF PLANRNNS ARE PRO ; A SKU Raw OF OMNOSEL KW
AT THE PSO%W4&f 'POM 'WAMWK AND TiYYi kon OF CA' r*U AM RUMES
(*OX RE) TO 9E LOOAM ON THE WOETAM SJW W OM ONE MW OF THE
PIRMANtNT POOL. WAIERUME (of MI SNEW).
0
laraw mini
11 MAX SItIPf - iiEOMIC M M
1K 496K am= tA6tlt
WM DEVMnM rASN
AS PER THE t EMMAL
rr � SOWM SPEON :A7M
MEVATJ(fN$ vA♦t'! (SEE
PLANS R* ZTOUH
° k�fVA7F�1 OiF9JlIIAT1pN)
48
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A-
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coklms" NO.
P05042
DENM BY
SOB
DRAW BY
JMH
CHEWIM BY
SOB
ISSUE UA#E
i 1 4 05
i - -